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2016-05-04 PACKET 07.Q.
Cottage J Grove ��er� Pride and Qro�P�rity Me�t Clt�/ COUI'1CII CONSENTAGENDA Acfion Request Form �'Q' Meeting Date 5/4/2016 Department Community Development Title of Request Hadley & 95th Street Improvements - Approve Plans & Specs and Set Bid Date Staff Recommendation Adopt Resolution 2016-091 approving the plans & specifications and establishing a bid date for the Hadley Avenue & 95th Street Improvements. ATTACH MENTS: Description Type Upload Date Hadley & 95th Improvements - CC memo Cover Memo 4/29/2016 Hadley & 95th Improvements - Resolution Resolution 4/29/2016 Hadley & 95th Improvements - Plans & Specifications Exhibit 4/29/2016 Cottage J Grove �here Pride and PrOSPerity Meet To: Honorable Mayor and City Council Charlene Stevens, City Administrator From: Ryan Burfeind, P.E., Project Engineer Date: April 28, 2016 Re: Hadley Avenue & 95th Street Improvements —Approve Plans & Specifications and Establish Bid Date Background On January 20, 2016, the City Council authorized a feasibility report for the Hadley Avenue & 95th Street Improvements Project as outlined in the Capital Improvement Plan for the following areas: 1) Hadley Avenue from 90th Street to a point 600 feet south of 100th Street 2) 95th Street from Mississippi Dunes Boulevard to a point 500 feet east of Hadley Avenue A neighborhood meeting for this project and the Summers Landing Development was held on February 18, 2016, at 7:00 p.m. at Cottage Grove City Hall. There were 36 people in attend- ance. At this meeting, a presentation was given highlighting the various improvements proposed for the project. City staff were also available at the end of the meeting to answer any questions that residents had. On March 2, 2016, the City Council approved the feasibility report, authorized the preparation of plans and specifications, and called for a public hearing to be held on April 6, 2016. The Public Hearing was held on April 6, 2016 for the project, and the project was ordered following the hearing. Discussion Plans and Specifications Plans and specifications have been prepared in accordance with City standards and specifica- tions. The engineer's estimate for the construction of the improvements is $4,710,000. The costs outlined for the specific improvements correspond with the feasibility report. Bid Date A bid date of May 26, 2016, at 10:00 a.m. will provide ample time to provide required notification to contractors. Honorable Mayor, City Council, and Charlene Stevens Hadley Avenue & 95th Street Improvements April 28, 2016 Page 2 Recommendation It is recommended the City Council adopt the attached resolution approving the plans and spe- cifications and establishing a May 26, 2016, bid date for the Hadley Avenue & 95th Street Improvements. RESOLUTION NO. 2016-XXX RESOLUTION APPROVING THE PLANS AND SPECIFICATIONS AND ESTABLISHING A BID DATE FOR THE HADLEY AVENUE & 95TH STREET IMPROVEMENTS WHEREAS, plans and specifications have been prepared in accordance with the City Standards and Specifications for the Hadley Avenue & 95th Street Improvements; and WHEREAS, a bid date has been established for May 26, 2016; and WHEREAS, the City Engineer has presented such plans and specifications to the City Council for approval. NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, approves the plans and specifications and establishes a bid date of May 26, 2016, for the Hadley Avenue & 95th Street Improvements. Passed this 4th of May, 2016. Myron Bailey, Mayor Attest: Joe Fischbach, City Clerk � ° DESIGN DESIGNATION SAP 180-107-004(HADLEYAVE) FEDERAL PROJECT NUMBER: "STATE FUNDS�� aro LOCATION: 100THSTREETSOUTHT090THSTREET MINNESOTA DEPARTMENT OF TRANSPORTATION �a 4 SOUTH ---GOVERNING SPECIFICATIONS--- THE 2016 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION"STANDARD SPECIFICATION ��S DESIGNATION URBAN FOR CONSTRUCTION"SHALL GOVERN. ����o FUNC7IONAL CLASS MAJOR COLLEC70R CITY O F COTTAG E G ROVE ��p� N0.OF TRAFFIC LANES 3 ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE"MINNESOTA MANUAL ON UNIFORM TRAFFIC 0 0 0� N0.OF PARKING LANES o WAS H I N GTO N COU NTY M I N N ESOTA CONTROL DEVICES°(MN MUTCD),INCLUDING"FIELD MANUAL FORTEMPORARY TRAFFIC CONTROL ZONE `p' DRIVING LANE WIDTH 12 Ff LAYOUTS." °o w° SHOULDER WIDTH N/A , �m�Q R-VALUE 20 HADLEY AVENUE IMPROVEMENTS INDEX - 20 YEAR ESALS 1390000 ADT(PRESENT YEAR)2016 5825 SHEET N0. SHEET DESCRIPTION ADT(FUTURE YFAR)2036 �S�z CONSTRUCTION PLAN FOR: ROUNDABOUT, GRADING, AGGREGATE BASE, BITUMINOUS PAVEMENT,CONCREfE PAVEMENT, 1 TITLE SHEEf _`= HCADT(FUTUREYFAR)2036 �r CONCRETE CURB AND GUTTER STORM SEWER SANITARY SEWER WATER MAIN LIGHTING 2 LEGEND LL°�o DESIGN SPEED(100TH TO 95TH) 40 MPH LANDSCAPING IRRIGATION , , , , , DESIGN SPEED(95TH TO 92ND) 35 MPH i 3 GENERAL LAYOUT �o� DESIGN SPEED(92ND TO 90TH) 30 MPH 4 - 6 STATEMENT OF ESTIMATED QUANTITIES �r DESIGN LOAD lOTON SAP 180-107-004 LOCATED ON HADLEY AVENUE(MSAS 107) FROM 376 FEET SOUTH OF 100TH STREET SOUTH TO 499 FEET NORTH OF 90TH STREET SOUTH � STANDARDPLATESANDINDFJCOFTABULATIONS `�a DESIGN SPEED BASED ON 8 EARTHWORK TABULATION AND SUMMARY ���� STOPPINGSIGHTDISTANCE: SAP 1HO'111-003 LOCATED ON 95TH STREET SOUTH (MSAS 111) FROM MISSISSIPPI DUNES BLVD. TO 510 FEET EAST OF HAMLET AVENUE 9 SOILSANDCONSTRUC7ION NOTES �o�o HEIGHT OF EYE= 3.5 Ff 10 - 16 TABULATIONS HEIGHT OF OBJECT= 2.0 Ff 17 - 18 INPLACE UTILITY TABULATIONS DESIGN SPEED NOT ACHIEVED AT:ROUNDABOUT 19 - 24 TYPICAL SECTIONS APPROACHES STATE AID PROJ. NO. 180-107-004 STATE AID PROJ. NO. 180-111-003 zs - za CONSTRUC7ION DETAILS HADLEY AVENUE(MSAS 107) 95TH STREET SOUTH (MSAS 111) 29 - 38 STANDARD PLANS DESIGN DESIGNATION SAP 180-107-004(HADLEY AVE) 39 STAGING PLAN GROSS LENGTH 6300 FE� 1.193 MILES GROSS LENGTH 1397 FE� 0165 MILES 40 - 48 ALIGNMENT PLAN AND TABULATIONS LOCATION: 376 FEET SOUTH OF 100TH STREET SOUTH gR[DGE LENGTH 0.00 FE� 0.000 MILES BRIDGE LENGTH 0.00 FE� 0.000 MILES - TO 100TH STREET SOUTH EXCEPTION LENGTH 0.00 FE� 0.000 MILES EXCEPTION LENGTH 0.00 FE� 0.000 MILES 49 61 INPLACE TOPOGRAPHY,UTILITIES AND REMOVAL PLAN NET LENGTH 6300 FE� 1.193 MILES NET LENGTH 1397 FE� 01.65 MILES 62 - 72 CONSTRUC7ION PLAN AND PROFILE DESIGNATION RURAL 73 - 76 ADDITIONAL PROFILES FUNC7IONAL CLASS MAJOR COLLEC70R REF.PT. TO REF.PT. REF.PT. TO REF.PT. 77 - 81 ROUNDABOUT DETAILS N0.OF TRAFFIC LANES z LENGTH AND DESCRIPTION BASED ON: HADLEY AVE ALIGNMENT LENGTH AND DESCRIPTION BASED ON: 95TH ST ALIGNMENT 82 - 88 INTERSEC7ION DETAILS N0.OF PARKING LANES 0 89 - 98 ADA DETAILS DRIVING LANE WIDTH 12 Ff CITY OF COTTAGE GROVE END CONSTRUCTION 99 - 104 PAVING PLAN SHOULDER WIDTH 6 Ff R-VALUE 20 SAP 180-107-004 105 - 109 CONCREfE PAVING PLAN 20 YEAR ESALS 1390000 �/j " � Q � � w� a�� z � � �F,P �,� 110 - 116 DRAINAGE PLAN ADT(PRESENT YEAR)2016 5825 � � o � Q r O � � `'� lll - 119 DRAINAGE PROFILES HADLEY AVENUE ADT(FUTURE YFAR)2036 7572 � 87 th c� HQ�E � � �� F�'�- �,� � 120 - 121 DRAINAGE TABULATION HCADT(FUTURE YFAR)2036 7% �j r27N o ST. 5. CT,�� m qS �ST�Fss ZN� STA. 1OrJ9+3O 122 - 126 SANITARY SEWER PLAN AND PROFILE DESIGN SPEED 40 MPH RzzW �3I�a Rz i W a m gt��fi� RQ 127 - 128 WATERMAIN PLAN AND PROFILE DESIGN LOAD 10 TON I 2q I i 5 � `- - 129 - 131 SWPPP AND WATER RESOURCES NOTES DESIGN SPEED BASED ON �i / R� A�T,�,r 132 - 138 TEMPORARY EROSION CONTROL PLAN STOPPING SIGHT DISTANCE: a / S. BEGIN 139 - 163 SIGNING AND PAVEMENT MARKING PLAN HEIGHT OF EYE= 3.5 FT � �i gath ST. HEIGHT OF OBJECT= 2.0 Ff s SAP 180-111-003 164 - 173 TURF ESTABLISHMENT AND LANDSCAPING PLAN DESIGN SPEED NOT ACHIEVED AT: � 91st ST. 174 - 176 IRRIGATION PLAN DESIGN DESIGNATION SAP 180-111-003 (95TH STREEf S) }� w 95TH STREET SOUTH 177 - 188 LIGHTING PLAN STA. 113+93 189 - 214 CROSS SEC7IONS LOCATION: HADLEY AVENUE TO 510 FEET FAST OF 92n STe Se � HAMLET AVENUE SOUTH ���ir� � �p �� THIS PLAN CONTAINS 214 SHEETS OESIGNA730t¢ �RBaN .. _ I �- � - Fl1NGTl�NA�CLA55 MAJOR CQLLEC�'6R -_ . - � � . " IVO.OF i RAFFIC LAfJ6 2 � `r� ' .. . � N:7.QF PRFICIPlG WNES d .;I�'::;`: _ .:�� -� EN�CON5TRL3CTI�N �� " - ,`•I. ORIV[NG LANE WFD�iH 1Z Fr ,,��` �-- � .. � . .J�i - � .i = - � SA� 180-1 i 1.-�03 SF10l1L�ER W1D7ri NIA r y ���' - R-VALl1E 2Q I� ����.v, ;'` - r. . . _ � . Zd VEAR ESALS �s000v �. ���:�=� - � �-'���;:��i� �. 95TH STR�ET SQU�H ROT{PRFSEryT YE�R)2Q16 39,Y7 ' �L' � � . ADT{FUTIJREYEAR}2035 sir� .� - . � _ ,�=�;ow�����',{ STA. 1�7+94 FECAor[rLfTURE YEAR]2Q36 7°M Q ' .; _ � 37 th`�s �J :�+n OESEGN SPEE� �}0 MPr1 ' �� - 9�•�� . � . —�1==! � :� �� DESfGN LOA� 167pP! r - , � w ❑ESFGN SPEEb BASEO ON f_7P+ ��I - , ��J. � �.. � �'` 9.9 -rf�57_ a �_.. STUPPiNG SSGNT OLS�AfVCE- _�w;'��_ i � _- i: •..+:. -- r c� - 6EGI[� CONS�Rt3CTION HEIGH7(]�EYE= 3.5 FT t5�sr� I , - _ -;��}�, ; - - ��'ryA17�_� �j � n�cHr o�de�e�r= a.o Fr �; - _ - a�' T�� - = 5AP 1$�-�07-�a4 DESIGN SAEE�NOT ACHIEVED AT:ROLIMORBdUT ✓ - ��L 9'ih ;�' . �,.�A.� z���gtr� `;,��. =I - + {�Q r�.[-�p��' - i' - ` ��!! —=I� — -- - NARLEY AVEN!}E � � � - apartoncr+Es si:s. - — — - -- _- - — ['�I'CJVQ � .�'lci�l.. `' �r � - f- STA. 996+30 J �1'- . _. - � � ❑ESiGN 6ESlGNAt10N S.M ISO-107-OOa AN6$AP ISa-111-003 � `\.`.. iz�ff x:� ���'Nre aride an�F�oSP�r�ty Me�t {TFLUL} ' .-.`:..r �..` ;i ,r�-•i LOCATS6N: HAOLEY pVENL1E f46Y�95l?1 SiREFf SOUiM ��� � I � �� � + '''I ' HOR3ZOfVTAL DATA • I -_ �� �I i HERE6Y CERTIFY THAT THIS PLAN WAS PftEPARE�SY M�OR UMDER MY DIRECT SUPERVI5lO1v Al�ID fi f OESiGN.�TIIXY iRA1L � I WRSnINGTpry CDVNTY COpRDI'iATE 7HAT I FlT7 A�ULY LICEPiSEa PRtiFE55Iflf•lAL ENGIiVEEft 1JP10ER THE LAWS flF THE STATE OF MlfdiiESf]TA. - — SYSTEM1t �.� QES3GN SPEEp 16 P9PH - — � - , � ��"� -s-• � dA71JM:NA�83,1485 RbJLsStMEe� pp�N7E�PIAME L1C.HQ. `Y i RA1L WIO7}{ g� , � I ]�FFR�Y R-PRESf�N •119F1 QESIGN SPEEp BASEa ON I {NON H.7RN} STOPPING SIGHT DLST0.N�� lJN1T5:115 Sl1RVEY F'.hJT - nEIGN7 pF�YE= 4.5 FT f� -ry � SIGFIAIVRE pp� -1129116 - nE[GHrQF067ECT= 0�T �1\A� �0�7�,� �l���L��� OARIIh NGV�D29 � - SCALES PROJECT LOCATION DATE BEGIN CONSTRUCTION APPROVED:COTTAGE GROVE CITY ENGINEER -- STATE PROJ.N0. CHARGE IDENTIFIER p� 95TH STREET SOUTH o i000 z000 SAP 180-107-004&SAP 180-111-003 �-' INDFJC MAP o N STA. 101+00 Horizontal Scale In Feet DATE a�� 0 25 50 DISTRICT STATE AID ENGINEER:REVIEWED FOR COMPLIANCE WITH - COnnnneNiS onie PLAN VIEV✓ PROJECT LOCATION THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS STATE AID RULES/POLICY -�u Horizontal Scale In Feet CITY: COTTAGE GROVE UTILITY QUALITY LEVEL D.THIS QUALITY LEVEL WAS � � 0 10 20 COUNTY: WASHINGTON DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02, °��� PROFILE VIEV✓ DISTRICT: METRO ENTITLED"STANDARD GUIDELINES FOR THE COLLEC7ION AND DATE �o a DEPICTION OF FJCISTING SUBSURFACE UTILITY DATA. APPROVED FOR STATE AID FUNDING:STATE AID ENGINEER - Horizontal Scale In Feet -mu - SAP 180-107-004&SAP 180-111-003 SHEET 1 OF Z14 � � EXISTING TOPOGRAPHIC LINES GRADING INFORMATION STORM SEWERAPRON PEDESTALCOMMUNICATIONS ._ AERIALCONTROLPOINT �-_ 8A5KET6'1i�PCs57 . 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MANNUL-WA7ER TFiAFF1C SIGNAL Gi7 G-0 G-O GAS Ql1AI.1TY LEVEL❑ - METER POWER -� VRLVE GAS r.•C G•C c•C GAS QuRLITY LEVELC --�•a — c-e --r.e GASQuA�1TYLEVE�6 CONCRETE CURB AND GIITTER ' M��� ' ��V� ---G-A G-P --G-A GAS QURLITY LfVEL A .� �•� OR�INARY rt[GM WATER hfARK • V�NT�0.5 --- C-a —� L-0 -- GO COMMl1NILATION QUAWTY LEVEL 0 - � - _- -- --- --_---� -�- EXISiING � O�TLET CONTROLSTRVCTl1RE �� WATER REDl10ER Gc c-r C� L'OMhIl1NICATIOM Qu�r LEVEl L NryY GB C�S GE - COMMLINICATION QURLITY LEVE�8 FVTl1RE _ PRRI(lryG Mk�ER - WERNYa C-u C-A C.p COMMLINICATION QU'U1TY LEVE�A — — — — — DEMOtJT10N . fEp�STRiAN PUSH Bu7Tp"a N'ELL-MONI�O�NG -� ��F - - �F �- �+�F• OVERFtEA01'OWER +'�i - � - �iNC n.ii OVERMERO CQMMlJN1CAT10iV � PEDESTAL PdWER � WELL-4YATER - C�:ni C�+iu c�lr O�ERnEAOIJTIISTlES v.�' ..y ..5.'..]'. :�.4.:[. . fl �.'i,�E�,,� C1TY �� CaTTAGE GR�V�, MN -`F 4; �REu MINARY 90 I� � �� � Stantec ,���;y� � ' ��t•,"` " A�7fii� Z�, Z�1� C�[�VE ;�,� ��.��-^r ;:..• HA�LEY AVENUE IMPROVEMEN�S .rrc::.•ec . r�'ere F�iec ar�A�`ro;C�ritv Na�� S..�:i.r��.55��? - ,..„.._��...; ,,� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 21� � � I ������ LEGEND � _ � - � � - � ---� - - �� CONSTRi1CTION AREq - ..... . __ i c.,o;� _ — - . __�' � ' _ _ _ - ��- MI55ISSIPPI �-4, �� 75D' 3�70' CITY OF COTfAGE GRDVE ,� . -. DURIES BLVD I �! WASFfINGTON CQI.INiY "f� I , �-- . 4 - _ - -- '� _ NIIIVIV�SQTA ' � � �- � �_ /,_ , ___ � '. I-,' -- �o ' SUMMERS LANDING � (UND�R CQNSTRUCTIQN) - __ I � � rl- il r I i �n g� �� f-� ' ' _ `". - � -_-_- ; . :-_- �� ��,- -`� � = s��inr;sA�isa-io�-aoa�, � -_ti �-�. _ •,, � 1 � � - I HA�LEY AVE , ` - _ �,.�_. � .. �i '� .-. _ � - . . r-{Z 4!, �� � � � , , I �� � �� _ - f 8� � '� �• + v . � S A. 996 3D � �� � �• � _ U �- � I � � (�r - � '- ' ' -- : I ` ( - - - - � 1 ti�'o/ i f f� � � ��� � �� —�—�� � `�� ir � � �� —� - - - - � T�� -''� -- f j � , HADLEY AVE �o zoos , o. , oi �� ❑ 50 �030 tU35 �aso �'O'� � ---�— - - � - - - - - - - - - - - - i - — -- - - - , _� i , , _ _ _ _,i � �. PINE HILL �'� 'J�� —' --- . . � --. _ -- � -- - � -- �� ELEM�NTARY I/ u� ���I� � �I ',� ' � EI�C�5AP iSd-111 �Q3�' f-,, � _ `� v~i SCHaOL I - I( END SAP 18C1-1�7-0�4 'r�' •;;-��i � H ,_� �� � ��TFI�'fRE�T,S�Ul"H 'iz}-� il _ ��_I I- �- -- ---z'� I. - � _;� HAaLEY AVE � N� ��`� `'� rn I_ STA. IT3+93 �' a' I .. S�A. I059+3a pI � Ii-J �I �1; 14 i I_i I i � I�!iV��fl � �/--�.j' �.. _._. __, _ . . . ... �T - i � � �--- •-I' . }� _ _ , I � �� I ' I I I �- � 1� I- � (!1 _ - , . .. .. . . . . . ._.._ �I I . . . � .. _ . . � - ___-_--- -__ � � r�' � __.. � _-�_I . .�,=, i- '� , . , � - .. - ' il - - o` i �LI ~�I � I � -- � ��l _ l �I ; _ �` ;��_ I ---1 r{ _� rn':., r'� -]- - � HAM4�AVE � , -S r � ,� I �, is --�~�- _... r .l I � ���� •,, ��� � --. -��ti;� , HADLEY A ENt�E - 95TFi 55fREET SaU7H f-;,�,� - : -. � I �w �3 \ � � •� `'l�' 2Q15 AD�-,58�5 � , . .�D1fi.4�T',-3984 _ _ � ' - �, �y,��,. \ -.-•� - --- - _.._ _ / � . . � I � � — - � . � -_ '�+ � 't� '� \(,1 S' .r -- ..._ - . - . T�� . � !` _ � , 1' - I � �J � . 2Q35 AD�� 7572.' 2a3E��T 5179 , _ - _ � ��� �n � T _ ; --' ---�� � , , � -� ... � '�,�:� - ALFG IfVP CE CO 5 LICTION PA NG � iVAGE �EMPO RY SACJiT WATERh7AIIV S1G 1WG fy� TLJRF LlG 1NG ' � NMFs+1T W N TR Vl ftAI ft+1 ARY N A HT � END SAP 1$O'111-0Q3 �, PLRIV TflPOGRAPHiCRL, PLAIV PLP�'! PlJUV ERDSIdiV SEWER PLAI`d PLAN AND PAVEh1ENT [5TA8L15HMEIYT PU1N � UTiL1TEE5 AIVd ANQ CDNTROL r1N�PR�FILE PRdFILE 1�1ARK]NG PLAIV AN�LAPlDSCAPING � � �, �STH STREEf S�UTH REMOVAL PLAN PRdFILE PLAN P� STA. LZJtJO �� 94 49 5� 49 13a 132 143 164 t?� j I {� 4a Sfl 63 49 116 13� 144 154 177 � {.� 4I 51 64 LQO 111 133 145 1fi5 178 {�j 41 52 b5 1[}0 111 133 146 1b5 178 [ 5� 4Z 53 81 1Q1 11� 134 S47 166 179 �� 4P 5� 67 lfll 112 134 t?2 14F 165 179 7O 43 55 68 102 113 135 126 127 149 167 180 � SO 43 56 69 102 113 135 123 128 150 167 180 � 9O 151 10 44 57 70 103 114 136 152 168 181 11 44 58 71 103 114 136 153 168 181 `'X 12 45 59 72 104 115 137 154 169 182 -- 13 155 1? 5fl 116 138 124 t70 -_ 15 51 1�5 t3$ e25 I7d i:�• ::�� .t• ��R: a c:�,�E�>>� C1TY D� CaTTAGE GR�V�, MN 3 - ,�, �'RELTMINARY 90 I� � �i� � Stante� GENERAL L.AY'pl1T ' ;Ilr A�]fiiI Z�, Z�1� C�i�VE • • ,;,.^r �:^ HA�LEY AVENUE IMPROVEMEhlTS ��r•.�er .cr� -;,_ - - •rrr.�;rec . �'cre F�iec ar�A�`ro3C�ritv ry^e� S..��:i.:�-.i5��! - ,,.„„_,�..; ,,, 5AP i SO-1�7-004 8�5AP 18�-1 i i-0D3 ��� � o�, STATEMENT OF ESTIMATED QUANTITIES SEQ NOTES ��o ���o TOTAL S.A.P.180-107-004 S.A.P.180-111-003 m�p� N0. TAg� NOTE ITEM NO DESCRIPTION UNITS PROJEC7 HADLEY AVE 95TH STREET NON- NOTES: - SHEET PARTICIPATING QUANTITY (P) PLAN QUANTITY ��°� ROADWAY STORM LANDSCAPING ROADWAY STORM LANDSCAPING °o w° 1 1 2021.501 MOBILIZATION LUMP SUM 1 0.6 0.06 0.04 0 0.01 017 1 PRO-RATA "m�� 2 I 12 2101.501 CLEARING ACRE 31 1.9 13 z INCLUDES FENCE GATE 3 INCLUDES FOUNDATION 3 I 12 2101.502 CLEARING TREE 15 15 4 BASEBALL FIELD FENCE AND BACKSTOP 4 I 12 2101.506 GRUBBING ACRE 31 1.9 13 6 100%CRUSHED �o�� 5 I 12 2101.507 GRUBBING TREE 15 15 7 BITUMINOUS TRAIL PAVEMENT - 8 SANITARY AND STORM SEWER 9 SDR 35 6 I 12 2102.502 PAVEMENT MARKING REMOVAL LIN FT 2915 2915 10 SDR 26 �Q�a 7 G 11 2104.501 REMOVE WATER MAIN LIN Ff 2434 2434 11 SDR 26 �`-'o� 8 E 10 2104.501 REMOVE SEWER PIPE(STORM) LIN FT 167 167 12 RESTRAINED JOINT PVC SDR 21 �o�0 9 F 10,11 2104.501 REMOVE SEWER PIPE(SANITARY) LIN Ff 214 214 13 SEE STANDARD PLATE WAT-9 14 SEE STANDARD PLATE STO-1 AND STO-2 10 K 12 2104.501 REMOVE CURB AND GUTTER LIN Ff 1371 756 100 515 15 SEE STANDARD PLATE STO-7 16 SEE STANDARD PLATE STO-5 AND STO-6 11 I 12 2 2104.501 REMOVE FENCE LIN FT 251 131 120 17 SEE STANDARD PLATE STO-5 AND STO-6 12 K 12 2104.503 REMOVE CONCRETE WALK SQ Ff 2210 2043 109 58 18 SEE STANDARD PLATE STO-6 13 K 12 2104.503 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ Ff 679 679 19 SEE STANDARD PLATE STR-24 14 J 12 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 30425 23761 4690 1974 zz ROUNDABOUT MAINTENANCE STRIP 24 INCLUDES SIDEWALK AND RESIDENTIAL DRIVEWAY APRONS 15 I 12 2104.509 REMOVE PERMANENT BARRICADE EACH 6 2 4 25 INCLUDES COMMERCIAL DRNEV✓AY APRONS 26 LIGHTINGUNITTYPEA 16 H 11 3 2104.509 REMOVE LIGHTING UNIT EACH 7 7 27 LIGHTING UNIT TYPE B 17 F 10,11 2104.509 REMOVE MANHOLE EACH 2 2 28 LIGHTING UNIT TYPE C 18 G 11 2104.509 REMOVE GATE VALVE AND BOX EACH 7 7 29 LIGHTING UNIT TYPE D 30 PRIVATE UTILITY CONDUIT CROSSING 19 G 11 2104.509 REMOVE HYDRANT EACH 2 2 31 PRO-RATA 20 E 10 2104.509 REMOVE DRAINAGE STRUCTURE EACH 8 6 2 32 PRO-RATA 33 FLEXIBLE DELINEATORS(MEDIANS) 21 2104.509 REMOVE SIGN TYPE C EACH 42 40 2 34 RESTORATION OF BASEBALL INFIELD 22 X 140 2104.509 REMOVE SIGN TYPE D EACH 3 2 1 23 Z 140 2104.509 REMOVE SIGN TYPE SPECIAL EACH 1 1 24 K 12 2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN Ff 49 49 25 J 12 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT 559 457 65 37 26 I 12 4 2104.521 SALVAGE FENCE SPECIAL LIN FT 40 40 27 I 12 2104.521 SALVAGE CHAIN LINK FENCE LIN FT 30 30 28 W 140 2104.523 SALVAGE SIGN TYPE C EACH 2 1 1 29 Y 140 2104.523 SALVAGE SIGN TYPE D EACH 1 1 30 AA 140 2104.523 SALVAGE SIGN TYPE SPECIAL EACH 7 6 1 31 I 12 2104.523 SALVAGE BENCH EACH 1 1 32 C 8 2105.501 COMMON FJCCAVATION (P) CU YD 94881 33394 1266 10271 33 N 13 5 2105.503 ROCK FJCCAVATION CU YD 470 470 34 C 8 2105.507 SUBGRADE FJCCAVATION CU YD 1951 1437 63 451 35 L,M 12,13 2105.522 SELECT GRANULAR BORROW(CV) CU YD 17135 12093 1001 4041 36 2105.601 DEWATERING LUMP SUM 1 1 37 2123.610 SKID LOADER HOUR 40 40 38 2123.610 STREET SWEEPER(WITH PICKUP BROOM) HOUR 20 20 39 2130.501 WATER MGAL 50 50 40 L,M 12,13 6 2211.503 AGGREGATE BASE(CV)CLASS 5 CU YD 12606 9651 483 2472 � 41 M 13 2301.504 CONCRETE PAVEMENT 7.0" SQ YD 4000 2009 598 1393 42 M 13 2301.508 SUPPLEMENTALPAVEMENT REINFORCEMENT POUND 6319 4517 1802 43 M 13 2301.538 DOWEL BAR EACH 2480 1203 395 882 94 M 13 2301.603 PERMANENT HFADER LIN FT 178 81 46 51 _ 45 M 13 7 2301.604 CONCRETE PAVEMENT(SPECIAL) SQ YD 240 120 60 60 46 M 13 7 2360.501 TYPE SP 9.5 WFARING COURSE MIXTURE(2,B) TON 1706 1394 33 329 u 47 M 13 2360.501 TYPE SP 9.5 WFARING COURSE MIXTURE(3,C) TON 7869 6251 226 1392 48 M 13 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE(3,B) TON 3934 3125 113 696 49 N,Q,V 13,14,15,120,121 2451.604 IMPROVED PIPE FOUNDATION LIN FT 5919 208 3800 1911 - 5{1 � 120,1:1 25Q1.515 •:1"RC PiPE APRON E.�CFt 1 1 S.r+ .,t. .'� '� I.:' a c:�,�E���� C1TY �� CaTTAGE GR�V�, MN 4 -_ _' . 4, �'RELTMINARY 90 Io � �i� � S�ant�C STATE��VEfJi OF ES�IM.ATEd G]i1.AhFTITlES ��°��� �� A �'il Z9 2�16 Grc��e ;,,; _ � + Ty �rn;v� =Y Me�r i�;�•..�s.�;... H A�L EY A V E i+1 1 J E l M P R OV E M E h lT S .""°�"" �'�.F����,•�e ;:„;,_����.�." ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-003 ��� � �o�, STATEMENT OF ESTIMATED QUANTITIES o��o SEQ NOTES ���o TOTAL S.A.P.110-107-004 S.A.P.180-111-003 m�p� N0. TAg� NOTE ITEM NO DESCRIPTION UNITS PROJEC7 HADLEY AVE 95TH STREET NON- -`w� SHEET PARTICIPATING NOTES: QUANTITY �o°� ROADWAY STORM LANDSCAPING ROADWAY STORM LANDSCAPING (P) PLAN QUANTITY °o w° 51 V 120,121 2501.602 TRASH GUARD FOR 21"PIPE APRON EACH 1 1 1 PRO-RATA �m�� 52 V 120,121 2502.521 4"PVC PIPE DRAIN LIN FT 980 800 180 2 INCLUDES FENCE GATE - 3 INCLUDES FOUNDATION 53 V 120,121 2503.541 15"RC PIPE SEV✓ER DESIGN 3006 CLASS V LIN FT 1530 1464 66 4 BASEBALL FIELD FENCE AND BACKSTOP 54 V 120,121 2503.541 18"RC PIPE SEV✓ER DESIGN 3006 CLASS V LIN FT 1266 1258 8 6 100%CRUSHED LL o�� 55 V 120,121 2503.541 21"RC PIPE SEV✓ER DESIGN 3006 CLASS V LIN FT 846 846 7 BITUMINOUS TRAIL PAVEMENT 8 SANITARY AND STORM SEWER 56 V 120,121 2503.541 24"RC PIPE SEV✓ER DESIGN 3006 CLASS V LIN FT 31 31 9 SDR 35 � o� 57 N 13 2503.601 SEWER BYPASS PUMPING LUMP SUM 1 1 10 SDR 26 "-" 11 SDR 26 ``-'o° 58 N 13 2503.602 CONNEC7 TO FJCISTING SANITARY SEV✓ER EACH 1 1 - 12 RESTRAINED JOINT PVC SDR 21 �o�0 59 N 13 2503.602 CONNEC7 TO FJCISTING MANHOLES(SAN) EACH 1 1 13 SEE STANDARD PLATE WAT-9 60 N 13 2503.602 8"PIPE PLUG EACH 2 z 14 SEE STANDARD PLATE STO-1 AND STO-2 15 SEE STANDARD PLATE STO-7 16 SEE STANDARD PLATE STO-5 AND STO-6 61 N 13 8 2503.603 VIDEO TAPE PIPE SEV✓ER LIN FT 2105 208 1897 17 SEE STANDARD PLATE STO-5 AND STO-6 62 N 13 9 2503.603 8"PVC PIPE SEV✓ER(10'-20'DEEP) LIN FT 313 208 105 18 SEE STANDARD PLATE STO-6 63 N 13 10 2503.603 8"PVC PIPE SEV✓ER(20'30'DEEP) LIN FT 75 75 19 SEE STANDARD PLATE STR-24 64 N 13 11 2503.603 8"PVC PIPE SEV✓ER(30'40'DEEP) LIN FT 1278 1278 22 ROUNDABOUT MAINTENANCE STRIP 65 N 13 12 2503.603 8"PVC PIPE SEWER-DIREC7IONAL-DRILLED LIN Ff 439 439 24 INCLUDES SIDEWALK AND RESIDENTIAL DRIVEWAY APRONS 25 INCLUDES COMMERCIAL DRNEV✓AY APRONS 26 LIGHTINGUNITTYPEA 66 2504.601 IRRIGATION SYSTEM LUMP SUM 1 0.5 015 015 27 LIGHTING UNIT TYPE B 67 Q 15 2504.602 WATER SERVICE TAP AND HOOKUP EACH 1 1 28 LIGHTING UNIT TYPE C 68 Q 15 2504.602 CONNEC7 TO EXISTING WATERMAIN EACH 14 14 29 LIGHTING UNIT TYPE D 69 Q 15 2504.602 HYDRANT EACH 3 3 30 PRIVATE UTILITY CONDUIT CROSSING 70 Q 15 2504.602 ADJUST GATE VALVE AND BOX EACH 9 5 4 31 PRO-RATA 32 PRO-RATA 33 FLEXIBLE DELINEATORS(MEDIANS) 71 Q 15 2504.602 12"BUTTERFLY VALVE AND BOX EACH 1 1 34 RESTORATION OF BASEBALLINFIELD 72 Q 15 2504.602 18"BUTTERFLY VALVE EACH 2 2 73 Q 15 2504.602 6"GATE VALVE AND BOX EACH 4 4 74 Q 15 13 2504.602 HYDRANT PAD EACH 3 3 75 Q 15 2504.603 6"WATERMAIN DUC7ILEIRON CL52 LIN Ff 225 225 76 Q 15 2504.603 12"WATERMAIN DUCTILEIRON CL52 LIN FT 10 10 77 Q 15 2504.603 18"WATERMAIN DUCTILEIRON CL52 LIN FT 113 113 78 Q 15 2504.608 DUCTILEIRON FITTINGS POUND 1527 1527 79 V 120,121 14 2506.502 CONSTRUCT DRAINAGE STRUC7URE DESIGN SPECIAL EACH 2 2 80 V 120,121 15 2506.502 CONSTRUCT DRAINAGE STRUC7URE DESIGN SPECIAL 1 EACH 29 26 3 81 V 120,121 16 2506.502 CONSTRUCT DRAINAGE STRUC7URE DESIGN SPECIAL 2 EACH 24 22 2 82 V 120,121 17 2506.502 CONSTRUCT DRAINAGE STRUC7URE DESIGN SPECIAL 3 EACH 1 1 83 V 120,121 18 2506.502 CONSTRUCT DRAINAGE STRUC7URE DESIGN SPECIAL4 EACH 1 1 84 V 120,121 2506.502 CONSTRUCT DRAINAGE STRUC7URE DESIGN SPECIAL 5 EACH 6 1 5 85 N 13 19 2506.502 CONSTRUCT DRAINAGE STRUC7URE DESIGN SPECIAL 6 EACH 1 1 86 N 13 20 2506.502 CONSTRUCT DRAINAGE STRUC7URE DESIGN SPECIAL 7 EACH 1 1 g7 E,F 10,11 19 2506.522 ADJUST FRAME AND RING CASTING EACH 14 2 10 2 88 N,V 13,120,121 2506.603 MANHOLE OVERDEPTH LIN FT 218.6 3.7 8.6 2063 89 V 120,121 2511.501 RANDOM RIPRAP CLASS III CU YD 14 14 90 L 12 21 2521.501 4"CONCRETE WALK SQ FT 7585 1823 618 5194 � 91 L 12 22 2521.501 4"CONCRETE WALK SPECIAL SQ Ff 255 127 64 64 92 L 12 23 2521.501 4"CONCRETE WALK SPECIALI SQ FT 2467 1233 617 617 93 L 12 24 2521.501 6"CONCRETE WALK SQ FT 12250 9556 1940 1254 - 94 L 12 25 2521.501 7"CONCRETE WALK SQ Ff 2305 2305 95 L 12 2531.501 CONCRETE CURB AND GUTTER DESIGN B612 LIN FT 135 82 26 27 96 L 12 2531.501 CONCRETE CURB AND GUTTER DESIGN B618 LIN FT 15923 11727 815 3381 u 97 L 12 2531.501 CONCRETE CURB AND GUTTER DESIGN D418 LIN FT 250 164 39 47 98 L 12 2531.618 TRUNCATED DOMES SQ Ff 1088 880 80 128 - 99 0 13 2540.602 INSTALLBENCH EACH 1 1 - lOfl P !+,15 �6 2545.SS 1 �fGHT3�PG IJ��ff TYPE SPEGLlL E.ACH 23 t9 e 2 y,.. :.r... r.f• r-� �� �.:F a • c:t,�E�,,� C1TY �� CaTTAGE GR�V�, MN � _ -_ ' . 4, �'RELTMINARY 90 I� � �i� � S�ant�C ;TATEMEfJi i7F fSTIM.ATEd G]iJAhFTITlES ' ;Ilr A�7fiiI Z�, Z�1� C�i�VE HA�LEY AVENUE IMPROVEMEhlTS � r•.er .cr� -„- .i�;�•�.�s.�ti:..t .. _- "� F����.,•�e���;�c"Iy Mec� ;:„;,_����.�." ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-0D3 ��t� =VNa�.�•fl� 5��, � � �J STATEMENT OF ESTIMATED QUANTITIES o°�o ���o - TOTAL S.A.P.110-107-004 S.A.P.180-111-003 SEQ NOTES m�p� N0. TAg� NOTE ITEM NO DESCRIPTION UNITS PROJEC7 HADLEY AVE 95TH STREET NON- - w� SHEET PARTICIPATING QUANTITY ��°� ROADWAY STORM LANDSCAPING ROADWAY STORM LANDSCAPING NOTES: °o w° 101 P 14,15 27 2545.511 LIGHTING UNIT TYPE SPECIAL 1 EACH 34 28 6 (P) PLAN QUANTITY �m�� 102 P 14,15 28 2545.511 LIGHTING UNIT TYPE SPECIAL 2 EACH 8 5 1 z 1 PRO-RATA - 2 INCLUDES FENCE GATE 103 P 14,15 29 2545.511 LIGHTING UNIT TYPE SPECIAL 3 EACH 4 2 1.00 1 3 INCLUDES FOUNDATION 104 P 14,15 2545.515 LIGHT FOUNDATION DESIGN SPECIAL EACH 57 47 2 8 4 BASEBALL FIELD FENCE AND BACKSTOP LL o�� 105 P 14,15 2545.523 1.5"NON-METALLIC CONDUIT LIN FT 13683 11008 184 2491 6 100%CRUSHED 7 BITUMINOUS TRAIL PAVEMENT 106 0 13 30 2545.523 4"NON-METALLIC CONDUIT LIN Ff 1191 591 240 360 8 SANITARY AND STORM SEWER � �j 9 SDR 35 Q�a 107 P 14,15 2545.531 UNDERGROUND WIRE 1 COND NO 6 LIN Ff 41049 33024 552 7473 10 SDR 26 �`-'o� 108 P 14,15 2545.541 SERVICE CABINET-TYPE L1 EACH 1 1 - 11 SDR 26 �o�0 109 P 14,15 2545.545 EQUIPMENT PAD B EACH 1 1.00 12 RESTRAINED JOINT PVC SDR 21 110 P 14,15 2545.553 HANDHOLE EACH 2 1 1 13 SEE STANDARD PLATE WAT-9 14 SEE STANDARD PLATE STO-1 AND STO-2 15 SEE STANDARD PLATE STO-7 111 P 14,15 2557.603 INSTALL CHAIN LINK FENCE LIN FT 30 30 16 SEE STANDARD PLATE STO-5 AND STO-6 112 P 14,15 2557.603 INSTALL FENCE SPECIAL LIN Ff 40 40 17 SEE STANDARD PLATE STO-5 AND STO-6 113 31 2563.601 TRAFFIC CONTROL LUMP SUM 1 0.6 0.06 0.04 0.01 017 18 SEE STANDARD PLATE STO-6 114 32 2563.601 DETOUR SIGNING LUMP SUM 1 0.6 0.06 0.04 0.01 017 19 SEE STANDARD PLATE STR-24 115 2563.602 DYNAMIC SPEED DISPLAY SIGN EACH 1 1 22 ROUNDABOUT MAINTENANCE STRIP 24 INCLUDES SIDEWALK AND RESIDENTIAL DRIVEWAY APRONS 25 INCLUDES COMMERCIAL DRNEV✓AY APRONS 116 2564.531 SIGN PANELS TYPE SPECIAL SQ FT 60 60 26 LIGHTING UNIT TYPE A 117 AC 141 2564.531 SIGN PANELS TYPE C SQ FT 576.6 458.6 43.6 74.4 27 LIGHTING UNIT TYPE B 118 AF 142 2564.531 SIGN PANELS TYPE D SQ FT 93.6 56 18.8 18.8 28 LIGHTING UNIT TYPE C 119 W 140 2564.537 INSTALL SIGN TYPE C EACH 2 1 1 29 LIGHTING UNIT TYPE D 120 Y 140 2564.537 INSTALL SIGN TYPE D EACH 1 1 30 PRIVATE UTILITY CONDUIT CROSSING 31 PRO-RATA 32 PRO-RATA 121 AA 140 33 2564.537 INSTALLSIGN TYPE SPECIAL EACH 7 6 1 33 FLEXIBLE DELINEATORS(MEDIANS) 122 AB 140 2564.552 OBJECT MARKER TYPE X4-2 EACH 9 5 2 z 34 RESTORATION OF BASEBALL INFIELD 123 R 15 2571.502 DECIDUOUS TREE 8'HT B&B TREE 4 1 1 124 R 15 2571.502 DECIDUOUS TREE 1.5"CAL B&B TREE 110 125 R 15 2571.502 DECIDUOUS TREE 2"CAL B&B TREE 189 61 126 R 15 2571.507 PERENNIAL NO 1 CONT PLT 155 41 36 127 S 16 2573.502 SILT FENCE,TYPE MS LIN FT 6406 2508 3898 128 S 16 2573.530 STORM DRAIN INLET PROTEC7ION EACH 75 60 5 10 129 S 16 2573.533 SEDIMENT CONTROL LOG TYPE COMPOST LIN Ff 255 180 75 130 S 16 2573.535 STABILIZED CONSTRUC7ION EXIT LUMP SUM 1 0.5 015 015 131 S 16 2573.560 CULVERTENDCONTROLS EACH 4 3 1 132 T 16 2574.508 FERTILIZERTYPE 1 POUND 1840 1200 40 600 133 T 16 2574.525 COMMON TOPSOIL BORROW CU YD 4034 2585 47 1402 134 T 16 2575.501 SEEDING ACRE 8.5 53 01 3 135 T 16 2575.502 SEED MIXTURE 25-131 POUND 1738 1166 94 528 136 T 16 2575.502 SEED MIXTURE 25-151 POUND 66 66 137 T 16 2575.505 SODDING TYPE LAWN SQ YD 492 421 48 23 138 T 16 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 618 618 139 T 16 2575.560 HYDRAULIC MULCH MATRU( POUND 13260 13250 2 8 140 T 16 34 2575.601 SITE RESTORATION SPECIAL LUMP SUM 1 1 � 141 U 139 2582.501 PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUNDIN SQ Ff 777 747 30 142 U 139 2582.502 4"SOLID LINE EPDXY LIN FT 10281 7492 1725 1064 143 U 139 2582.502 8"SOLID LINE EPDXY LIN FT 1918 1161 50 707 - 194 U 139 2582.502 4"DOUBLE SOLID LINE EPDXY LIN FT 10578 7598 1345 1635 145 U 139 2582.502 4"SOLID LINE EPDXY GROUND IN LIN FT 4074 1994 556 1524 146 U 139 2582.502 6"SOLID LINE EPDXY GROUND IN LIN FT 1841 1507 334 u 147 U 139 2582.502 24"SOLID LINE EPDXY GROUND IN LIN FT 221 195 26 148 U 139 2582.502 8"DOTTED LINE PREFORM TAPE GROUND IN CONTRAST LIN Ff 78 38 21 19 i• .l'�.' :[.". ���F' . �r`k '•` ..... Ir..F � c:t��E��,� C C1TY �� CaTTAGE GR�V�, MN b __ _ . 4, �'RELTMINARY 90 I� � �i� � J�ant�C STATE��VEfJi OF ESiIM.ATEd G]i1.AhFTITlES ' -l.tr A�7 fi i I Z�, Z�1� C�i�VE H A�L EY A V E N U E I M P R OV E M E P l�S � 4`.FC .Li. "��- . �i��i•�.ns.'1:..t =VNa::�•fl: N��i.��F�i�C.3i����030CftIY M^e[ S•.�'�:I.�!•,i i�'! - ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � ��o °��o o�o� w� o�a� o� o��o _ma� - THE FOLLOWING STANDARD PLATES,APPROVED BY THE FEDERAL LL°„o HIGHWAY ADMINISTRATION,SHALL APPLY ON THIS PROJEC7. STANDARD PLATES �"�� 1070M SUPPLEMENTALPAVEMENT REINFORCEMENT ��> 1103K TYPICAL DOWEL BAR ASSEMBLY(2 SHEETS) `°`� 1150R CONCRETE HEADERJOINTS(2 SHEETS) 3000L REINFORCED CONCRETE PIPE(5 SHEETS) 3006G GASKET JOINT FOR R.C.PIPE(2 SHEETS) sozzc PRECASTCONCREfESAFETYAPRON(3SHEEfS) CITY OF COITAGE GROVE STANDARD PLATES INDEX OF TABULATIONS 3133D RIPRAP AT RCP OUTLETS 3145G CONCRETE PIPE OR PRECAST BOX CULVERT TIES BED-2 BEDDING METHODS FOR RCP OR DIP SHT A1 INPLACE UTILITY-ELEC7RICAL 17 ERO-1 SILT FENCE-MACHINE SLICED A2 INPLACE UTILITY-GAS 18 4006L MANHOLE OR CATCH BASIN PRECAST-DESIGNS G AND H 4011E PRECAST CONCRETE BASE ERO-2 SILT FENCE-STANDARD A3 INPLACE UTILITY-COMMUNICATION 18 ER04 SILTFENCE-J-HOOK A EARTHWORKVOLUMES-HADLEYAVE 8 4020J MANHOLE OR CATCH BASIN(FOR USE WITH OR WITHOUT TRAFFIC LOADS)(2 SHEETS) ERO-5 EROSION CONTROL BLANKET INSTALlATION g EARTHWORK VOLUMES-95TH ST/MISS DUNES 8 4022A MANHOLE OR CATCH BASIN COVER(3 ft.X 2 ft.OPENING) ERO-7 INLET PROTEC7ION-SILT BOX FOR CATCH BASIN C EARTHWORK SUMMARY 8 4026A CONCRETE ENCASED CONCRETE ADJUSTING RINGS ERO-8 INLET PROTECTION-ROCK FILTER FOR CATCH BASIN D EXISTING PRIVATE UTILITIES 17,18 4101D RING CASTING FOR MANHOLE OR CATCH BASIN ERO-9 INLET PROTEC7ION-CATCH BASIN INSERT E EXISTING DRAINAGE 10 4110F COVER CASTING FOR MANHOLE(FOR USE IN ALL TRAFFIC AREAS)-CASTING N0.715 AND 716 4125D CATCH BASIN FRAME CASTING(FOR SQUARE GRATE)-CASTING N0.806 ERO-11 DITCH CHECKS F EXISTING SANITARY SEV✓ER 10,11 ERO-12 CONSTRUC7ION ENTRANCE ROCK AND WOODCHIP G EXISTING WATERMAIN 11 4126F CATCH BASIN FRAME CASTING-CASTING N0.801 4129G CATCH BASIN FRAME CASTING(FOR SQUARE GRATE)-CASTING N0.802A H EXISTING LIGHTING 11 SAN-1 SANITARY SEWER MANHOLE I REMOVAL 12 4132F CATCH BASIN FRAME CASTING(FOR SQUARE GRATE)-CASTING N0.805 4133A CURB BOX CASTING FOR CATCH BASIN-CASTING N0.824 J BITUMINOUS PAVEMENT REMOVAL 12 STO-1 STORM SEWER MANHOLE K CONCRETE REMOVAL 12 4134A CURB BOX CASTING FOR CATCH BASIN(FOR DESIGN B CURBS)-CASTING N0.825 4152C CATCH BASIN GRATE CASTING-CASTING N0.814A STO-2 STORM SEWER JUNC7ION MANHOLE L CONCRETE WALK-CURB AND GUTTER 12 STO-5 CATCH BASIN MANHOLE M PAVEMENT SUMMARY 13 4154B CATCH BASIN GRATE CASTING-CASTING N0.816 STO-6 CATCH BASIN MANHOLE WITH SUMP N SANITARY 13 4160D CURB BOX CASTING FOR CATCH BASIN-CASTING N0.823A AND 833A STO-7 CATCH BASIN 0 MISCELLANEOUS CONSTRUC7ION 13 4161F CURB BOX CASTING FOR CATCH BASIN-CASTING N0.821B,822 AND 831A STO-9 OFF STREET CATCH BASIN WITH CONCRETE STOOL GRATE FRAME P LIGHTING 14,15 4180J MANHOLE OR CATCH BASIN STEP STO-14 FLARED END SEC7ION AND TRASH GUARD Q WATERMAIN 15 7035N CONCRETE WALK&CURB RETURNS AT ENTRANCES STO-15 RIPRAP AT OUTLETS R LANDSCAPING SUMMARY 15 STO-17 PVC PERFORATED PIPE S EROSION AND SEDIMENT CONTROL 16 7038A DEfECTABLE WARNING SURFACE TRUNCATED DOMES 7100H CONCRETE CURB AND GUTTER(DESIGN B and DESIGN V) T TURFESTABLISHMENT 16 STR-12 WATER AND SEV✓ER SERVICE LOCATION STAMP IN CURB U PAVEMENT MARKINGS AND MESSAGES 139 7102J CONCRETE CURB AND GUTTER(DESIGN BR,D,S,B4,BS AND D3)(2 SHEETS) STR-18 CONCRETE DRIVEWAY APRON COMMERCIAL V DRAINAGE TABULATION 120,121 7107I ENTRANCE NOSE(URBAN DESIGN) 7108G EXIT NOSE(URBAN DESIGN) STR-19 CONCRETE RESIDENTIAL DRNEV✓AY APRON W SALVAGE AND INSTALL SIGN TYPE C 140 STR-24 CATCH BASIN AND MANHOLE ADJUSTMENT X REMOVE SIGN TYPE D 140 7109C MEDIAN NOSE AND ISLAND(UNDNIDED TO DIVIDED ROADWAY) 7111J INSTALLATION OF CATCH BASIN CASTINGS(CONCRETE CURB AND GUTTER) STR-25 MANHOLE CASTING IN B618 CURB AND GUTTER Y SALVAGE AND INSTALL SIGN TYPE D 140 STR-37 PRIVATE UTILITY CONDUIT CROSSING Z REMOVE SIGN TYPE SPECIAL 140 7113A CONCRETE APPROACH NOSE DETAIL AA SALVAGE AND INSTALL SIGN TYPE SPECIAL 140 8000I STANDARD BARRICADES WAT-1 HYDRANT DETAIL AB SIGN PANELS TYPE C 141 8106D EQUIPMENT PAD B WAT-2 HYDRANT DETAIL WITH VERTICAL BEND AC OBJECT MARKER 141 � WAT-3 GATE VALVE AND BOX INSTALLATION AD SIGN PANELS TYPE D 142 8127E LIGHT FOUNDATION-DESIGN E PRECAST/CAST-IN-PLACE(40 FT.POLE OR LESS) (2 SHEETS) yyqT4 BUTTERFLY VALVE AND BOX INSTALLATION 8129A SHIM AND WASHER(TRAFFIC CONTROL SIGNALS AND ROADWAY LIGHTING) WAT-6 CONCREfETHRUSTBLOCKING - WAT-9 CONCREfE HYDRANT PAD DEfAIL 9000E APPROACHES AND ENTRANCES-RECOMMENDED STANDARDS 9350A MAILBOX SUPPORT(SWING-AWAY TYPE) u ' ;�a:�- r•:f• . _ �.:F � t:t,�E�,,� C1TY �� CaTTAGE GR�V�, MN _ __ ,,, �'RELTMINARY 90 I� � �� � Stante� STANGARI�PLATES AhlQ � � April Z� 2�16 C�i�VE • � ,,;,,�s �:..� INL�E3(OF TABLILATIQNS HA�LEY AVENUE IMPROVEMEPl�S �•.� ��. „ - - •rrr.•;rec . I r'ere F�iec ar�A�`ro3C�ritv Na�� S ..�:i.r�•.55��! - ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � �p- EARTHWORK VOLUMES A EARTHWORK VOLUMES A EARTHWORK VOLUMES B EARTHWORK VOLUMES B o��o °��o AVE.END ARFA(CU YD) AVE.END ARFA(CU YD) AVE.END ARFA(CU YD) AVE.END ARFA(CU YD) ��p" EXCAVATION EMBANKMENT EXCAVATION EMBANKMENT EXCAVATION EMBANKMENT EXCAVATION EMBANKMENT o�o� STATION SUITABLE STATION SUITABLE STATION SUITABLE STATION SUITABLE �p� TOPSOIL COMMON TOPSOIL COMMON TOPSOIL COMMON TOPSOIL COMMON 4 GRADING GRADING GRADING GRADING o��o - a b c a b c a b c a b c "m�� HADLEY AVE HADLEY AVE 95TH ST MISS DUNES BLVD 996+30 1026+75 72 638 82 102+00 70+10 996+50 8 41 7 1027+50 72 748 79 102+50 51 284 19 70+50 8 114 - 997+00 17 106 18 1028+00 47 424 103+00 51 345 1 70+75 3 98 LLO�o 997+50 17 117 11 1028+50 45 355 103+50 52 387 5 71+00 11 105 998+00 17 135 2 1029+00 45 361 104+00 51 383 8 71+25 21 63 2 998+50 16 146 1 1029+50 45 353 104+50 50 357 10 71+50 21 33 4 �Q�a 999+00 ll 194 2 1030+00 45 300 105+00 50 328 14 `�?d° 999+50 19 147 6 1030+50 45 259 105+50 50 324 12 SUBTOTAL 64 413 6 1000+00 15 258 4 1031+00 45 248 106+00 51 318 11 ���� 1000+50 23 298 3 1031+50 45 227 106+50 54 250 45 1001+00 42 242 5 1032+00 46 203 7 107+00 56 183 103 iooi+so 46 zei s iosz+so a4 iae i4 io�+so s� i4i 13� EARTHWORK SUMMARY C 1002+00 48 260 2 1033+00 38 169 18 108+00 57 142 136 1002+50 47 245 4 1033+25 17 75 5 108+50 55 167 108 1003+00 46 236 6 1033+75 26 266 109+00 54 196 74 EXCAVATION EMBANKMENT 1003+50 45 227 4 1034+25 33 268 109+50 52 246 39 SPEC 2105 SPEC 2105 1004+00 45 220 2 1034+50 24 74 2 110+00 51 375 16 STATION 1004+50 45 226 1 1035+00 48 150 11 110+50 52 526 12 ROADWAY TO NOTES COMMON SUITABLE 1005+00 46 232 1 1035+50 48 194 22 111+00 55 619 10 STATION TOPSOIL COMMON SUBGRADE TOPSOIL GRADING 1005+50 47 219 5 1036+00 48 146 94 111+50 56 694 10 (1) �1� �z� �3� (1) 1006+00 48 211 5 1036+50 48 146 54 112+00 56 718 15 1006+50 24 324 1 1037+00 47 136 48 112+50 55 677 19 CU YD CU YD CU YD CU YD CU YD 1007+00 22 334 1037+50 47 127 51 113+00 56 627 19 SAP 180-107-004 1007+50 94 233 3 1038+00 47 109 56 113+25 28 307 9 HADLEY AVE 996+30 - 1054+30 4607 28737 1437 3268 0 1008+00 45 233 6 1038+50 47 97 58 1008+50 46 241 12 1039+00 49 111 56 SUBTOTAL 1,200 8,594 832 SUBTOTAL 4607 28737 1437 3268 1009+00 46 242 21 1039+50 52 141 48 95TH ST 1009+50 45 231 18 1040+00 51 179 33 1010+00 45 220 16 1040+50 50 225 14 114+75 SAP 180-111-003 1010+50 45 213 20 1041+00 48 261 3 115+00 136 95TH ST 114+75 - 117+50 438 22 47 9 1011+00 45 211 20 1041+50 48 285 1 115+50 142 7 1011+50 45 210 18 1042+00 45 295 116+00 159 2 SUBTOTAL 438 22 47 9 1012+00 45 201 22 1042+50 39 297 116+50 1012+50 45 189 20 1043+15 37 557 117+00 1013+00 94 183 17 1043+75 34 498 117+50 NON-PARTICIPATING 1013+50 45 179 14 1094+00 18 134 95TH ST 102+00 - 113+25 1200 8594 430 740 832 1014+00 23 287 5 1094+50 37 262 SUBTOTAL 0 438 9 MISSISSIPPI DUNES BLVD 70+10 - 71+50 64 413 21 6 1014+75 36 478 1045+00 37 265 1 1015+00 24 119 7 1045+50 38 270 1 SUBTOTAL 1264 9007 451 740 838 1015+50 48 251 27 1046+00 38 288 1016+00 47 261 25 1046+50 38 319 TOTAL 5871 38182 1910 4055 847 1016+50 47 260 23 1047+00 38 346 44053 4902 1017+00 46 248 23 1047+50 38 363 1017+50 46 230 25 1048+25 41 557 (1) CALCULATED FROM CROSS SEC7IONS 1018+00 46 219 28 1048+55 16 207 (2) ANTICIPATED SUBGRADE CORRECTION AS DIREC7ED BY THE ENGINEER 1018+50 46 218 28 1049+00 32 275 1019+00 46 225 20 1049+50 36 282 (3) CALCULATED FROM TURFESTABLISHMENT ARFAS 1019+50 46 234 13 1050+25 42 389 1020+00 46 237 12 1050+50 13 121 1020+50 46 229 8 1051+00 35 235 1021+00 46 223 7 1051+50 36 241 1021+50 46 223 16 1052+25 40 392 1022+00 46 225 20 1052+50 13 128 1022+50 46 233 11 1053+00 27 187 1023+00 46 265 10 1053+25 10 71 � 1023+50 46 300 14 1053+50 9 71 1024+00 46 316 11 1053+75 9 72 1024+50 46 322 7 1053+90 6 45 1025+00 46 317 5 1054+30 8 166 1025+50 46 321 8 — 1026+00 47 337 8 SUBTOTAL 2,222 14,794 708 TOTAL 4,607 28,737 1,369 u SUBTOTAL 2,385 13,993 661 ' ;�a:�- r•:t• . __ �.:F a t:t,�E�,,� C1TY �� CaTTAGE GR�V�, MN $ _ -- ,�o �'RELTMINARY 90 /� �� � Stantec EAA,r�sWpkY fA811LAT�DN A�DS�N1MA�y' ;'." � C�[��E HA�LEY AVEN E IMPR VEMEPl� ,t.�� � April Z�, 2�1� ;,.� �,o,o���tY�+��� ;,,; .��.,�..„,s.;:... U 0 5 - . . s�e F�iec ar�A S�.�.�:i.r�•.55��? - ,,.„„_,�...; ,,, 5AP i SO-1�7-004 8�5AP 18�-1 i i-0D3 2� � Q o SOILS AND CONSTRUCTION NOTES °�o ���0 1. THE GRADING GRADE IS DEFINED AS THE BOTTOM OF THE SELECT GRANULAR BORROW OR 20. ALL BITUMINOUS FINAL SURFACES WILL BE SUBJECT TO STRAIGHT EDGE SMOOTHNE55 m�p� AGGREGATE BASE WHERE NO SELECT BORROW IS PROPOSED. REQUIREMENTS AS FOLLOWS: o�a� o� o��0 2. SUITABLE GRADING MATERIAL ON THIS PROJECT SHALL CONSIST OF ALL SOILS ENCOUNTERED • THE SURFACE OF THE FINAL TWO LIFTS PLACED SHALL SHOW NO VARIATION GREATER THAN 1/4 p p EXCEPT TOPSOIL,DEBRIS,ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL INCH FROM THE EDGE OF A 10 FOOT STRAIGHTEDGE LAID PARALLEL TO OR AT RIGHT ANGLES TO �m"' THE CENTERLiNE. 3. GRANULAR MATERIAL SHALL MEET THE REQUIREMENTS OF SPEC.3149.2B • SHOULDER SURFACING AND SURFACING ON TEMPORARY CONNECTIONS AND BYPA55 SHALL SHOW �o�= 4. SELECT GRANULAR BORROW REGARDLE55 OF SOURCE SHALL MEET THE REQUIREMENTS OF MnDOT NO VARIATIONS GREATER THAN 1/4 INCH FROM THE EDGE OF A 10 FOOT STRAIGHTEDGE LAID SPEC.3149.282. PARALLEL TO THE CENTERLiNE. 5. SLOPE DRESSING IS DEFINED AS THE INPLACE TOPSOIL OR OTHER SOIL PLACED DURING PRIOR 21. PROVIDE A SAWCUT TO ENSURE A UNIFORM JOINT WHERE PLACING NEN/PAVEMENT NEXT TO �`�� CONSTRUCTION TO PROVIDE A MEDIUM FOR ESTABLiSHING TURF. INPLACE PAVEMENT. ��> �o�0 6. DISPOSITION OF EXCAVATED MATERIAL SHALL BE IN ACCORDANCE WITH SPEC.2105.3D. 22. WHERE CONNECTING TO INPLACE ROADWAYS AT THE TERMINI OF PROPOSED NEN/CONSTRUCTION, CUT VERTICALLY TO THE BOTTOM OF THE INPLACE SURFACING OR TO THE BOTTOM OF THE NEN/ 7. STRIP AND REUSE AS SLOPE DRESSING ALL TOPSOIL AND INPLACE SLOPE DRESSING WHERE PRESENT PROPOSED SURFACING,WHICHEVER IS DEEPER,THEN AT A 1:20 TAPER TO THE BOTTOM OF THE IN AREAS TO BE DISTURBED BY CONSTRUCTION.ASSUME 4"DEPTH(INCIDENTAL). RECOMMENDED EXCAVATION. 8. ANY DEBRIS WHICH MAY BE ENCOUNTERED BY THE CONTRACTOR DURING GRADING SHALL BE 23. PROVIDE 1:20 TAPERS WHERE APPLICABLE FOR CHANGES IN MATERIAL TYPES TO PREVENT AN DISPOSED OF BY THE CONTRACTOR OFF THE PROJECT RIGHT OF WAY IN A SUITABLE DISPOSAL AREA ABRUPT SOIL DIFFERENTIAL.TAPERS BETWEEN PLASTIC AND GRANULAR SOILS SHOULD BE AS APPROVED BY THE ENGINEER. CONSTRUCTED 50 THAT THE GRANULAR SOIL OVERLAYS THE PLASTIC SOIL. 9. ALL EXCAVATION AND EMBANKMENT SHALL BE PERFORMED IN ACCORDANCE WITH SPEC.2105 AND 24. AS A PRECAUTIONARY MEASURE FROM A SOILS STANDPOINT,TRAFFIC LANES TO BE USED DURING 2106. CONSTRUCTION MUST BE DELINEATED TO KEEP VEHICLES A SAFE DISTANCE AWAY FROM THE ADJACENT EXCAVATION.THE DELINEATION SHOULD COINCIDE WITH POINTS ESTABLiSHED BY 10. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY PROJECTING 1:2 OR GREATER(FLATTER)SLOPE BETWEEN THE EDGE OF THE TRAFFIC SURFACE AND OF THE CONTRACTOR AND SHALL BE RECYCLED TO THE EXTENT ALLOWED IN THE BASE AND THE BOTTOM OF THE EXCAVATION.A 1:3 OR FLATTER SLOPE WILL BE REQUIRED IN SWAMP SURFACING ITEMS OR DISPOSED OF OFF OF THE RIGHT OF WAY IN ACCORDANCE WITH MNDOT EXCAVATION AREAS. SPECIFICATION 2104.3C. 25. THE TOP OF BACKSLOPES AND THE TOE OF FILL SLOPES SHALL BE ROUNDED TO NATURALiZE THE 11. THE NEW UTILITY INSTALLATIONS AND IMPROVEMENTS WHICH ARE DEEPER THAN THE SUBGRADE CONSTRUCTION EVEN THOUGH THE CRO55 SECTIONS DO NOT SHOW ROUNDING. IMPROVEMENT ZONE SHOULD BE PERFORMED PRIOR TO SUBGRADE PREPARATION.PROPER BEDDING OF PIPES APPEARS ON THE ATTACHED SHEET ENTITLED"BEDDING/FOUNDATION SUPPORT OF BURIED 26. THE CONTRACTOR IS HEREBY REMINDED OF THE RESPONSIBILiTY UNDER STATE LAW TO CONTACT PIPE."BACKFILL COMPACTION SHALL MEET THE REQUIREMENTS OF MNDOT 2105.3F1(SPECIFIED ALL UTILITIES THAT MAY HAVE FACILITIES IN THE AREA.CONTACT MUST BE MADE THROUGH GOPHER DENSITY METHOD).(INCIDENTAL) STATE ONE-CALL. 12. MATERIALS DEFINED AS UNSUITABLE(TOPSOIL,ORGANIC,DEBRIS)MUST BE REMOVED FROM THE 27. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT THE TEMPORARY EROSION ITEMS ARE EMBANKMENT FOUNDATION.THE UNSUITABLE MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE USED THROUGHOUT THE PROJECT.WHENEVER PRACTICAL,EVEN THOUGH SPECIFIC LOCATIONS FOR WITH SPEC.2104,2105,AND 2106.MATERIALS SUCH AS PEAT,MARL,MULCH AND OTHER UNSTABLE THEIR USE MAY NOT BE DESIGNATED DUE TO CONSTRUCTION STAGING. MATERIALS NOT TO BE USED IN THE ROADBED EMBANKMENT SHALL BE DEPOSITED IN AREAS INDICATED IN THE PLAN,OR DISPOSED OF ELSEWHERE AS APPROVED BY THE ENGINEER. 28. THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING CONSTRUCTION IN A MANNER THAT WILL CONTROL EROSION,SEE THE EROSION CONTROL PLANS FOR SUGGESTED LOCATIONS AND DEVICES 13. WHERE SOILS ARE DRY AND STABLE,THE SUBCUT BOTTOM SHALL BE COMPACTED BY THE QUALiTY TO DO 50. COMPACTION METHOD AND INCLUDE A MINIMUM OF 4 PASSES WITH AN APPROVED ROLLER. COMPACTION SHALL BE COMPLETED TO THE SATISFACTION OF THE ENGINEER AND ACCORDING TO 29. NO EXTRA PAYMENT WILL BE MADE FOR TEMPORARY STOCKPILiNG OF EXCAVATION,EMBANKMENT MNDOT SPECIFICATION 2105.3F. AND/OR BORROW MATERIAL. 14. TEST ROLLING WILL BE REQUIRED. 30. WATER WILL BE REQUIRED FOR DUST CONTROL ON ALL GRAVEL SURFACES. 15. IF INSTABILITY IS NOTED UNDER THE COMPACTION PROCE55,A COMPACTION SUBCUT SHALL BE 31. ALL TRAFFIC CONTROL SIGNING AND DEVICES SHALL CONFORM TO THE MN MUTCD,INCLUDING THE PERFORMED.THE COMPACTION SUBCUT THICKNE55 SHALL BE ONE-FOOT,OR AS DIRECTED BY THE MOST CURRENT"TEMPORARY TRAFFIC CONTROL LAYOUTS FIELD MANUAL." ENGINEER,PAID FOR AS SUBGRADE EXCAVATION. 32. THE TERMINI OF ALL PORTABLE CONCRETE MEDIAN BARRIER LOCATIONS SHALL BE SET BACK IN 16. COMPACTION OF SUITABLE GRADING MATERIAL SHALL BE IN ACCORDANCE WITH THE SPECIFIED COMPLIANCE WITH DESIGN STANDARD SET FORTH IN THE MnDOT ROADWAY DESIGN MANUAL, DENSITY MEfHOD. CHAPTER 4,FROM THE EDGE OF TRAVELED LANE OR PROTECTED BY AN IMPACT ATTENUATOR. 17. COMPACTION OF AGGREGATE BASE SHALL BE IN ACCORDANCE WITH THE SPECIFIED DENSITY 33. WHEN CLOSING PATHS OR SIDEWALKS,PROVIDE SIGNAGE FOR USERS.PER THE MN MUTCD(2015) METHOD. MANUAL. � 18. PROVIDE FOR A UNIFORM BITUMINOUS TACK COAT BETWEEN ALL BITUMINOUS COURSES.THE TACK 34. DO NOT BLOCK SIDEWALKS OR PATHS,WHICH REMAIN OPEN,WITH CONSTRUCTION EQUIPMENT OR SHALL BE APPLIED IN ACCORDANCE WITH MNDOT SPECIFICATION 2357.THE ROADWAY SURFACE MATERIALS. SHALL BE CLEAN AND FREE OF DEBRIS PRIOR TO APPLYING TACK.BITUMINOUS TACK COAT MATERIAL - SHALL BE APPLIED AT A UNIFORM RATE OF 0.03 TO 0.05 GAL,/SQ YD BETWEEN NEW BITUMINOUS LAYERS PLACED THAT HAVE BEEN SUBJECTED TO TRAFFIC AND A RATE OF 0.07 TO 0.10 GAL,/SQ YD ON TRAFFICKED BITUMINOUS SURFACES TO BE OVERLAID.THESE APPLiCATION RATES ARE FOR UNDILUTED EMULSION(AS SUPPLIED FROM THE REFINERY)OR MC LiQUID ASPHALT.(INCIDENTAL) u 19. ALL BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPEC.2360. :,r� .t• __ ��� a t:t,�E�,,� C1TY D� CaTTAGE GR�V�, MN q _ __ ' . 4, �'RELTMINARY 90 /� � �i� � ���n�eC SDILS Ahl7 GONSTRUCTIQIV NOTFS � r•� April Z�, 2�1� C�i�VE • • ,,;,,^r �:,� HA�LEY AVENUE IMPROVEMEPl�S .n- .c�� -�,- . - •rrr.;rec . r�'ere F��ec ar�A�`ro3C�ntv ry��� S ..��:i.:r.55��! - ,,.„„_,�..; ,,, 5AP i SO-1�7-004 8�5AP 18�-1 i i-0D3 ��t� � o°�o EXISTING DRAINAGE E EXISTING DRAINAGE E ���o m�p� REMOVE REMOVE REMOVE ADJUST ��°� STATION REMOVE ADJUST FRAME SEV✓ER SEV✓ER STATION OFFSET PIPE DRAINAGE AND RING LFAVE OFFSET PIPE DRAINAGE FRAME RING LFAVE o��o ALIGN TO ITEM NOTES ALIGN TO ITEM NOTES - STATION �NGE (STORM) STRUCTURE CASTING ASIS STATION �NGE (STORM) STRUCTURE AND CASTING qSIS m�� - [LIN FT] [FACH] [FACH] [LIN FT] [FACH] [FACH] SAP 110-107-004 NON-PARTICIPATING - HADLEY AVE 1001+05 40 RT CB 1 95TH ST 108+05 32 RT 1 LLo�� HADLEY AVE 1001+05 - 1001+06 40 RT - 69 RT 12"RCP X 95TH ST 108+05 - 109+21 32 RT - 108 RT 24"RCP X HADLEY AVE 1001+06 69 RT CB X 95TH ST 108+05 - 111+74 32 RT - 35 RT 24"RCP X p�' HADLEY AVE 1001+06 - 1005+51 69 RT - 63 RT 12"RCP X 95TH ST 111+74 35 RT MH 1 oQ�Q ��>o HADLEY AVE 1003+62 30 LT CB X 95TH ST 111+74 - 111+74 35 RT - 43 RT 12"RCP HADLEY AVE 1003+62 - 1003+43 30 LT - 142 LT 12"RCP X 95TH ST 111+74 - 113+68 35 RT - 37 RT 12"RCP � � HADLEY AVE 1005+51 63 RT CB X 95TH ST 111+74 43 RT CB 1 HADLEY AVE 1005+51 - 1008+13 63 RT - 63 RT 15"RCP X HADLEY AVE 1005+52 35 RT CB 1 NON-PARTICIPATING TOTAL 2 1 HADLEY AVE 1005+52 - 1005+51 35 RT - 63 RT 12"RCP X HADLEY AVE 1008+11 33 RT CB 1 SAP 110-111-003 HADLEY AVE 1008+11 - 1008+13 33 RT - 63 RT 12"RCP X 95TH ST 117+22 26 RT CB X HADLEY AVE 1008+13 63 RT CB X 95TH ST 117+22 - 117+24 26 RT - 1 LT 12"RCP X HADLEY AVE 1008+13 - 1010+68 63 RT - 63 RT 15"RCP X 95TH ST 117+23 26 LT CB X HADLEY AVE 1008+13 - 1008+12 63 RT - 216 RT 18"RCP X 95TH ST 117+23 - 117+24 26 LT - 1 LT 18"RCP X HADLEY AVE 1009+72 23 LT CB 1 95TH ST 117+24 1 LT MH X HADLEY AVE 1009+72 - 1009+72 23 LT - ll2 LT 18"RCP X 95TH ST 117+24 - 119+21 - 1 RT 24"RCP X HADLEY AVE 1010+68 63 RT CB X HADLEY AVE 1010+68 - 1012+57 63 RT - 63 RT 15"RCP X SAP 110-111-003 TOTAL HADLEY AVE 1012+57 63 RT CB X TOTAL 167 8 11 HADLEY AVE 1012+57 - 1015+06 63 RT - 29 RT 12"RCP X HADLEY AVE 1013+72 54 LT CB 1 HADLEY AVE 1013+72 - 1014+27 54 LT - 55 LT 12"RCP X HADLEY AVE 1014+27 55 LT CB 1 HADLEYAVE 1014+27 - 1014+26 55 LT - 114 LT 15"RCP x EXISTING SANITARY SEWER F HADLEY AVE 1014+27 - 1014+94 55 LT - 55 LT 12"RCP X HADLEY AVE 1014+94 55 LT CB 1 REMOVE SEV✓ER REMOVE ADJUST HADLEY AVE 1014+94 - 1014+57 55 LT - 29 LT 12"RCP 29 STATION FRAME RING HADLEY AVE 1014+57 29 LT CB 1 ALIGN TO �N�E ITEM PIPE(SANITARY) MANHOLE qND CASTING LFAVE NOTES STATION ASIS HADLEY AVE 1015+06 29 RT CB 1 HADLEY AVE 1025+91 - 1026+13 30 LT - 52 LT 12"RCP 36 [LIN FT] [FACH] [FACH] HADLEY AVE 1025+99 - 1026+49 23 RT - 26 RT 12"RCP 50 SAP 110-107-004 HADLEY AVE 1026+13 52 LT MH 1 HADLEY AVE 1006+45 83 RT MH X HADLEY AVE 1026+49 26 RT MH 1 HADLEY AVE 1014+05 - 1014+04 156 LT - 4 RT 12"PVC X HADLEY AVE 1026+49 - 1026+51 26 RT - 26 LT 12"RCP 52 HADLEY AVE 1014+05 MH 1 HADLEY AVE 1026+49 - 1026+45 26 RT - 305 RT 12"RCP X HADLEY AVE 1014+05 - 1014+04 4 RT - 132 RT 12"PVC X HADLEY AVE 1034+02 33 RT MH 1 HADLEY AVE 1051+95 - 1052+23 142 RT - 23 RT 9"SEV✓ER X HADLEY AVE 1034+02 - 1034+03 33 RT - 140 RT 12"RCP X HADLEY AVE 1052+28 20 RT MH 1 HADLEY AVE 1034+02 - 1035+60 33 RT - 48 RT 12"RCP X HADLEY AVE 1054+04 19 RT MH 1 HADLEY AVE 1034+03 140 RT MH X HADLEY AVE 1054+18 - 1054+20 136 LT - 13 RT 9"SEV✓ER X HADLEY AVE 1034+03 - 1034+03 140 RT - 198 RT 12"RCP X HADLEY AVE 1054+20 13 RT MH 1 HADLEY AVE 1034+08 94 LT CB 1 HADLEY AVE 1054+20 - 1054+24 13 RT - 177 RT 9"SEV✓ER X HADLEY AVE 1054+07 25 LT CB 1 HADLEY AVE 1054+07 - 1054+09 25 LT - 24 RT 24"RCP X SAP 110-107-004 TOTAL 2 2 HADLEY AVE 1054+07 - 1054+70 25 LT - 19 LT 24"RCP X � NON-PARTICIPATING HADLEY AVE 1054+09 24 RT CB 1 HADLEY AVE 1054+70 19 LT CB 1 HADLEY AVE 1051+23 - 1052+28 39 RT - 20 RT 9"SEV✓ER 20 - HADLEY AVE 1054+70 - 1055+72 19 LT - 1 RT 24"RCP X HADLEY AVE 1052+28 - 1054+04 20 RT - 19 RT 9"SEV✓ER 176 HADLEY AVE 1055+61 19 RT CB X HADLEY AVE 1054+04 - 1054+21 19 RT - 13 RT 9"SEV✓ER 18 HADLEY AVE 1055+72 1 RT MH X HADLEY AVE 1055+72 - 1055+61 1 RT - 19 RT 24"RCP X 95TH 101+21 29 RT MH 1 u 95TH 101+21 - 101+26 29 RT - 137 RT 8"PVC X HADLEY AVE 1055+72 - 1055+74 1 RT - 18 LT 24"RCP X HADLEY AVE 1055+74 18 LT CB X 95TH 101+21 - 101+10 29 RT - 287 LT 8"PVC X SAP 1tU-107-004 TOTAL Ifi7 6 1U NON-PARTICIPATING TOTAL 214 1 T�7Ai Z14 2 3 � .r:..� 5.�+�. r.�f• . a • t:t,�E�,,� �1TY �� CaTTAGE GR�V�, MN �� � � I"' �'RELTMINARY 90 I� � �� � Stante� iA5LlLAiIC�fJS - '";"`" 4` q �7 ^��7yG C�[��E HA�LEY AVENUE IMPROVEMEhlTS . !�r•.�er .u� I-►���� �7� LU1U N� yro3vencv Mee� ;i,. �r.��...�r.�ti:..t .""°�"" s'�.F����.,•�e ;:„;,_���..." ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-0D3 ��� w o EXISTING WATERMAIN G 0 0�Q ADJUST q�Qo STATION OFFSEf REMOVE REMOVE REMOVE GATE LFAVE WATERMAIN GATE VALVE HYDRANT VALVE AND _= ALIGN TO RqNGE ITEM pIPE AND BOX AS IS NOTES ���� STATION BOX o�a� o�p> [LIN FT] [FACH] [FACH] [FACH] - SAP 110-107-004 "`-'Q HADLEY AVE 1006+58 - 1006+59 158 LT - 121 RT 8"DIP X HADLEY AVE 1006+58 22 RT 8"GV 1 - HADLEY AVE 1006+58 58 RT 8"GV 1 `��o HADLEY AVE 1006+58 - 1006+68 66 RT - 66 RT 6"DIP X HADLEY AVE 1006+68 66 RT HYDRANT X HADLEY AVE 1014+14 - 1014+13 156 LT - 133 RT 8"DIP X �"�� HADLEY AVE 1014+14 29 LT 8"GV 1 ��> - HADLEY AVE 1033+94 - 1033+95 40 RT - 194 RT 8"DIP X `°`° HADLEY AVE 1033+95 194 RT 8"GV X HADLEY AVE 1043+27 - 1043+27 52 RT - 89 RT 18"DIP X HADLEY AVE 1043+27 52 RT 18"GV 1 HADLEY AVE 1043+47 13 RT 12"GV 1 HADLEY AVE 1048+03 13 RT 8"GV 1 HADLEY AVE 1048+14 - 1048+14 47 RT - 107 RT 8"DIP X HADLEY AVE 1048+14 47 RT 8"GV 1 HADLEY AVE 1048+42 23 LT 6"GV 1 EXISTING LIGHTING H HADLEYAVE 1048+42 26 LT HYDRANT 1 HADLEY AVE 1051+70 33 RT 6"GV 1 HADLEY AVE 1051+70 37 RT HYDRANT 1 STATION REMOVE OFFSET LIGHTING SALVAGE LFAVE HADLEY AVE 1051+37 - 1051+43 167 LT - 131 RT 6"DIP X ALIGN TO ITEM NOTES RANGE �NIT ASIS HADLEY AVE 1051+39 14 LT 12"GV 1 STATION HADLEY AVE 1051+40 33 LT 6"GV 1 [FACH] [FACH] HADLEY AVE 1051+58 5 LT 6"GV 1 SAP 110-107-004 HADLEY AVE 1051+58 - 1056+13 5 LT - 8 LT 6"DIP X HADLEY AVE 1006+67 58 RT 1 HADLEY AVE 1013+87 33 RT 1 SAP 110-107-004 TOTAL 7 2 5 HADLEY AVE 1026+78 62 RT 1 HADLEY AVE 1033+55 41 RT X NON-PARTICIPATING HADLEY AVE 1042+93 37 RT 1 HADLEY AVE 1043+26 - 1043+27 12 LT - 52 RT 18"DIP 64 HADLEY AVE 1047+86 23 RT 1 HADLEY AVE 1043+26 - 1048+14 12 LT - 19 LT 12"DIP 488 HADLEY AVE 1048+51 23 RT 1 HADLEY AVE 1043+27 - 1048+14 27 RT - 22 RT 8"DIP 487 HADLEY AVE 1051+75 24 RT 1 HADLEY AVE 1048+14 - 1048+14 19 LT - 47 RT 8"DIP 60 HADLEY AVE 1048+14 - 1054+40 19 LT - 15 LT 12"DIP 626 SAP 110-107-004 TOTAL 7 HADLEY AVE 1048+14 - 1054+58 14 LT - 5 LT 12"DIP 694 HADLEY AVE 1048+42 - 1048+42 26 LT - 20 LT 6"DIP 6 95TH ST 116+80 29 LT X HADLEY AVE 1051+69 - 1051+70 22 LT - 37 RT 6"DIP 59 SUBTOTAL 95TH ST 100+62 - 111+55 32 RT - 49 RT 12"DIP X TOTAL 7 95TH ST 101+12 - 101+16 37 RT - 148 RT 12"DIP X 95TH ST 101+12 61 RT 12"GV 1 95TH ST 101+12 37 RT 12"GV 1 95TH ST 101+12 - 101+00 37 RT - 250 RT 12"DIP X 95TH ST 101+46 47 RT 12"GV 1 95TH ST 111+55 - 113+77 49 RT - 46 RT 12"DIP X 95TH ST 111+55 - 155+46 49 RT - 134 RT 8"DIP X 95TH ST 111+55 49 RT 8"GV 1 95TH ST 113+77 - 114+39 46 RT - 15 LT 12"DIP X � NON-PARTICIPATING TOTAL 2434 4 SAP 180-111-003 - 95TH ST 114+39 - 116+29 15 LT - 16 LT 12"DIP X 95TH ST 116+06 - 116+30 102 RT - 121 LT 18"DIP X � 95TH ST 116+23 15 LT 12"GV X 95TH ST 116+28 39 RT 18"GV X 95TH ST 116+29 - 117+31 16 LT - 16 LT 18"DIP X 95TH ST 116+70 16 LT 18"GV X _ Sl1BTOTAL I I I - T�TILL 2434 7 2 4 - [I]CONSTRVC7Ea AS P�RT pF SUMMERS i.Ah�iriG 2Q16 � .r�.� :�a:�- r•:t• . _ �.:F a • t:t,�E�,,� C1TY �� CaTTAGE GR�V�, MN l l _ `_ . . 4, �'RELTMINARY 90 I� � �' � Stante� i.A5LlLAiIC�fJS ' -l.tr A�]fii� �t3, 2�1� C�i�VE , , HA�LEY AVENUE lMPROVEMEPlTS ��r•.�er .cr� -;,_ .i.,�•�-�r.�ti:..t _- "� F����.,•�e���';�c"Iv Mec� ;:„;,_����..." ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-003 ��� =VNa�.�•fl� 5��, � � ° REMOVAL I CONCRETE REMOVAL K a4 REMOVE PAVEMENT SALVAGE SALVAGE SAWING REMOVE oo p- STATION CLEAR AND CLEAR AND REMOVE SALVAGE REMOVE s�o OFFSET PERMANENT MARKING FENCE CHAIN LINK OFFSET CONCRETE REMOVE CURB CONCRETE TO ALIGNMENT GRUBBING GRUBBING FENCE BENCH STATION CONCRETE °��o RANGE BARRACADE REMOVAL SPECIAL FENCE RANGE ALIGN PAVEMENT(FULL AND CUTTER WA�K DRIVEV✓AY o�ory STATION RANGE �FE�� DEPTH) PAVEMENT o�o� [FACH] [ACRE] [FACH] [LIN FT] [LIN FT] [LIN FT] [LIN FT] [FACH] o��' SAP 180-107-004 [�N�T] [�N�T] [SQ�T] [SQ�T] - 996+30 - 1024+10 52 LT - 53 RT HADLEY AVE 0 SAP 110-107-004 "'�a 1024+10 - 1026+76 49 LT - 57 RT HADLEY AVE 0 996+30 - 1024+10 47 LT - 11 LT HADLEY AVE 7 89 189 1026+76 - 1029+17 37 LT - 61 RT HADLEY AVE 0 2 996+30 - 1024+10 32 RT - 53 RT HADLEY AVE 69 115 - 1029+17 - 1054+70 38 LT - 94 RT HADLEY AVE 0 1029+17 - 1054+70 39 LT - 50 RT HADLEY AVE 42 598 1739 679 `��0 1029+17 1054+70 11 LT 38 LT HADLEY AVE 6 1.3 131 SAP 110-107-004 TOTAL 49 756 2043 679 1054+70 1059+30 34 LT 31 RT HADLEY AVE 1046+00 1048+50 94 RT 1104 RT HADLEY AVE 9 0.6 NON-PARTICIPATING o``-'� SAP 180-107-004 TOTAL 15 1.9 2 131 100+98 - 101+60 44 RT - 95 RT 95TH ST 6 100 109 ��> - NON-PARTICIPATING SUBTOTAL 6 100 109 `°`° NON-PARTICIPATING 1046+00 1048+50 94 RT 1104 RT HADLEY AVE 40 30 1 SAP 180-111-003 100+81 - 109+89 39 LT - 95 RT 95TH ST 0.9 4 120 113+93 - 116+06 31 LT - 29 RT 95TH ST 515 58 109+89 - 113+93 16 LT - 45 LT 95TH ST 0.4 SAP 180-111-003 TOTAL 515 58 TOTAL NON-PARTICIPATING 0 1.3 4 0 120 40 30 1 TOTAL 55 1371 2210 679 SAP 180-111-003 CONCRETE WALK-CURB AND GUITER L 113+93 - 115+60 39 LT - 41 RT 95TH ST CONC CONC CONC 4" 6„ �,� SELEC7 AGGREGATE C&G C&G C&G CONCREfE TRUNCATED 115+60 - 117+50 39 LT - 41 RT 95TH ST 2 915 STATION OFFSET CONCRETE CONCRETE GRANULAR gq$E(p/) SAP 180-111-003 TOTAL 2915 RANGE RANGE A��N DESIGN DESIGN DESIGN WALK yyqLK WALK DOMES gORROW(CV) CLASS 5 B612 B618 D418 SPECIAL TOTAL 15 3.2 6 2915 251 40 30 1 [LIN FT] [LIN FT] [LIN FT] [SQ FT] [SQ FT] [SQ YD] [SQ FT] [CU YD] [CU YD] SAP 110-107-004 996+30 - 1024+10 21 LT - 58 LT HADLEY AVE 2398 1281 194 237 165 1024+10 - 1026+76 21 RT - 58 RT HADLEY AVE 2434 1138 194 241 164 1024+10 - 1026+76 20 LT - 14 RT HADLEY AVE 428 774 48 32 238 40 BITU M I NOUS PAVEM ENT REMOVAL � 1024+10 - 1026+34 12 LT - 74 LT HADLEY AVE 242 88 16 48 16 1024+10 - 1026+24 12 RT - 33 RT HADLEY AVE 218 30 49 15 ASSUMED REMOVE SAWING BIT 1026+37 - 1026+76 4 LT - 54 LT HADLEY AVE 37 57 18 5 OFFSET NOMINAL BITUMINOUS PAVEMENT STATION 1026+76 - 1027+11 57 LT - 9 RT HADLEY AVE 45 77 24 7 RANGE �NGE ALIGN DEPTH PAVEMENT (FULLDEPTH) [FEET] 1027+07 - 1029+ll 23 LT - 75 LT HADLEY AVE 83 16 2 1027+07 - 1029+17 23 LT - 75 LT HADLEY AVE 227 45 13 [IN] [SQ YD] [LIN FT] 1026+92 - 1029+ll 23 RT - 37 RT HADLEY AVE 227 251 16 45 18 SAP 110-107-004 1027+27 - 1029+17 26 LT - 6 RT HADLEY AVE 385 1049 113 32 283 94 996+30 - 1024+10 16 LT - 8 RT HADLEY AVE 8304 189 1029+17 - 1052+91 20 LT - 48 LT HADLEY AVE 834 128 15 996+30 - 1024+10 47 LT - 11 LT HADLEY AVE 2015 19 1029+17 - 1052+91 20 LT - 48 LT HADLEY AVE 2323 230 136 996+30 - 1024+10 32 RT - 53 RT HADLEY AVE 1891 1052+91 - 1054+70 20 LT - 40 LT HADLEY AVE 203 1611 64 20 42 1024+10 - 1026+76 99 LT - 25 RT HADLEY AVE 856 1029+17 - 1054+70 20 RT - 67 RT HADLEY AVE 2642 4109 2305 288 261 615 1024+10 - 1026+76 117 LT - 38 LT HADLEY AVE 229 1024+10 - 1026+76 46 RT - 55 RT HADLEY AVE 143 1026+76 - 1029+17 10 LT - 25 RT HADLEY AVE 612 1026+76 - 1029+17 50 RT - 58 RT HADLEY AVE 170 1029+17 - 1054+70 10 LT - 16 RT HADLEY AVE 7784 233 SAP 110-107-004 TOTAL 82 11727 164 1823 9556 2305 880 1739 1297 1029+17 - 1054+70 29 RT - 63 RT HADLEY AVE 1757 16 NON-PARTICIPATING SAP 110-107-004 TOTAL 23761 457 100+99 61 LT - 94 RT 95TH ST 155 15 9 101+38 - 109+89 25 LT - 61 LT 95TH ST 870 483 48 86 60 NON-PARTICIPATING 101+39 109+89 25 RT 94 RT 95TH ST 901 196 16 89 57 100+98 - 109+89 15 RT - 95 RT 95TH ST 2704 37 109+89 - 113+42 25 LT - 60 LT 95TH ST 81 16 2 100+98 - 109+89 49 RT - 59 RT 95TH ST 736 109+89 - 113+42 25 LT - 60 LT 95TH ST 360 71 21 c� 109+89 - 113+93 15 LT - 43 RT 95TH ST 961 109+89 - 113+46 8 RT - 25 RT 95TH ST 359 336 16 71 27 109+89 - 113+93 41 RT - 61 RT 95TH ST 289 109+89 - 113+42 34 LT - 12 RT 95TH ST 736 5194 158 32 1163 141 - 113+56 - 113+78 0 - 44 LT 95TH ST 27 47 14 4 TOTAL NON-PARTICIPATING 4690 37 TOTAL NON-PARTICIPATING 27 3381 47 5144 1254 128 1509 321 SAP 180-111-003 � 113+93 - 116+06 39 LT - 36 RT 95TH ST 1748 49 SAP 180-111-003 113+93 - 116+00 50 LT - 31 LT 95TH ST 118 8 114+08 - 114+29 35 LT - 3 RT 95TH ST 26 39 13 3 113+93 - 115+79 29 RT - 72 RT 95TH ST 108 8 114+40 - 115+60 21 LT - 3 RT 95TH ST 250 618 95 32 171 28 114+56 - 116+C6 24 LT - +3 LT 95TH ST 274 n5 I6 54 17 SAP iSfl-lli-D03 TflTAL 1974 d5 . . . . . . . . . I1�+37 - �1E+Q6 �3 q� - 5�RT 45TH S`T 291 12�4 32 58 aI ��� SOTAL 3Q47S 559 —--- ----�—--�--—- —... -------- -. .. - - -- --- - - --� --- --- ——-- - SAP ISO-SSL-003 TOTAL I6 825 34 618 14AU I SO 296 89 TQTAL 135 I5923 25Q 7585 1225Q 23fl5 I088 3544 27fl7 � .r:,� :.�••. r.�f• . a • t,t,�t,,,� C1TY D� CaTTAGE GR�VE, MN �� : -� ''~ . I.'' �'RELTMINARY 90 I� ,� � � � Stantec iA9LlLAiIC�fJS - . !� :��� 4� q �7 ^��7yL G����E ; .,,;,,.,�,.,:.., HA�LEY AVENUE IMPROVEMEhlTS �e•.�n- .cc /-►�"S�'il �7� LU1V �y Fro3ver�cy�eer ;;, . _ :Vro::��f�• � �<<.F,,,�.,.,a ;.;.w_����...".; 5AP i SO-1�7-004 8�5AP 18�-1 i i-0D3 ��� � PAVEMENT SUMMARY M `o��g TYPE SP 9.5 TYPE SP 9.5 TYPE SP 12.5 �.�Qo SELEC7 AGGREGATE CONCREfE CONCREfE SUPPLEMENTAL GRANULAR gq$E DOWEL PERMANENT WFARING WFARING NON-WFARING STATION OFFEST (CV) PAVEMENT PAVEMENT PAVEMENT m�p� ALIGNMENT gORROW(CV) CLASS 5 7° (SPECIAL) gA� REINFORCEMENT HFADERS COURSE MIXTURE COURSE MIXTURE COURSE MIXTURE s�o� RANGE RANGE �2,g) �3,�) �3,g) �� o��" _ [CU YD] [CU YD] [SQ YD] [FACH] [POUND] [LIN FT] [TON] [TON] [TON] =m�� SAP 110-107-004 996+30 - 1024+10 58 LT - 58 RT HADLEYAVE 9420 3315 3050 1525 MISCELLANEOUS CONSTRUCTION Q _ 1000+23 - 1024+13 28 LT - 50 LT HADLEY AVE 364 314 LL o�= 1000+31 - 1024+07 28 RT - 53 RT HADLEY AVE 363 313 1024+07 - 1025+95 28 RT - 53 RT HADLEY AVE 31 27 INSTALL INSTALL 4" STATION INSTALL CHAIN LINK FENCE NON-METALI 1024+10 - 1026+76 71 LT - 26 RT HADLEY AVE 720 982 625 40 ALIGNMENT TO OFFSET BENCH � �4 RANGE FENCE SPECIAL C CONDUIT a�= 1024+13 - 1025+97 38 LT - l ll LT HADLEY AVE 41 35 STATION ��o� 1026+76 - 1029+17 74 LT - 34 RT HADLEY AVE 753 1027 578 4517 41 �o�0 1026+98 - 1029+ll 29 RT - 60 RT HADLEY AVE 38 33 [FACH] [LIN FT] [LIN FT] [LIN FT] 1027+17 - 1029+17 29 LT - 89 LT HADLEY AVE 36 31 SAP 180-107-004 1029+17 - 1054+70 47 LT - 66 RT HADLEY AVE 4386 3290 3026 1513 HADLEY AVE 1025+75 41 LT - 39 RT 240 1029+17 - 1052+91 28 LT - 36 LT HADLEY AVE 352 304 HADLEY AVE 1027+40 74 LT - 43 RT 351 1029+17 - 1053+17 29 RT - 63 RT HADLEY AVE 333 287 1030+24 - 1033+45 6 LT - 6 RT HADLEY AVE 128 96 gg q4 SAP 180-107-004 TOTAL 591 1039+61 - 1042+77 6 LT - 6 RT HADLEY AVE 126 95 87 43 NON-PARTICIPATING SAP 110-107-004 TOTAL 10533 8354 2009 1203 4517 81 1344 6251 3125 HADLEY AVE 104600 - 104850 94 RT - 214 RT 1 30 40 NON-PARTICIPATING 101+02 - 109+89 61 LT - 94 RT 95TH ST 2018 1513 1392 696 95TH ST 113+05 60 LT - 60 RT 360 101+52 - 109+89 49 RT - 58 RT 95TH ST 137 118 101+64 - 109+89 33 LT - 48 LT 95TH ST 136 117 NON-PARTICIPATING TOTAL 1 30 40 360 109+89 - 113+32 35 LT - 70 LT 95TH ST 57 49 109+89 - 113+07 49 RT - 58 RT 95TH ST 52 45 SAP 180-111-003 109+89 - 113+93 60 LT - 29 RT 95TH ST 1022 256 1393 882 1802 51 95TH ST 114+85 40 LT - 40 RT 240 TOTAL NON-PARTICIPATING 3040 2151 1393 882 1802 51 329 1392 696 SAP 180-111-003 TOTAL 240 SAP 180-111-003 TOTAL 1 30 40 1191 113+93 - 115+60 42 LT - 38 RT 95TH ST 439 110 598 395 46 114+72 - 115+79 30 RT - 41 RT 95TH ST 15 13 114+74 - 115+99 30 LT - 50 LT 95TH ST 23 20 115+60 - 116+06 25 LT - 25 RT 95TH ST 327 246 226 113 SAP 180-111-003 TOTAL 766 394 598 395 46 33 226 113 TOTAL 14339 10899 4000 2480 6319 178 1706 7869 3934 SANITARY N CONSTRUC7 8"PVC PIPE CONNEC7 TO CONNEC7 TO SANITARY 8"PVC PIPE 8"PVC PIPE 8"PVC PIPE IMPROVED STATION SEV✓ER BYPASS DRAINAGE VIDEO TAPE SEWER- OFFSET EXISTING EXISTING 8"pIPE PLUG MANHOLE SEV✓ER SEV✓ER SEV✓ER PIPE ALIGNMENT TO PUMPING SANITARY SEV✓ER MANHOLES(SAN) STRUCTURE OVERDEPTH (10'-20'DEEP) (20'-30'DEEP) (30'-40'DEEP) PIPE SEV✓ER DIRECTIONAL FOUNDATION NOTES STATION �NGE DESIGN SPECIALS DRILLED [LUMP SUM] [FACH] [FACH] [FACH] [FACH] [LIN FT] [LIN FT] [LIN FT] [LIN FT] [LIN FT] [LIN FT] [LIN FT] SAP 180-107-004 HADLEY AVE 1052+23 - 1052+33 2 RT - 40 RT 1 1 40 40 40 HADLEY AVE 1052+33 1 3.65 HADLEY AVE 1052+33 - 1054+21 2 RT - 13 RT 1 168 168 168 SAP 180-107-004 TOTAL 1 1 1 1 3.7 208 208 208 � NON-PARTICIPATING HADLEY AVE 1039+62 52 LT 1 1 23.94 40 40 40 HADLEY AVE 1039+62 - 1042+96 52 LT - 53 LT 334 334 334 HADLEY AVE 1042+96 53 LT 1 1 2611 40 40 40 HADLEY AVE 1042+96 - 1046+60 53 LT 363 363 363 HADLEY AVE 1046+60 53 LT 1 28.77 0 0 � HADLEY AVE 1046+60 - 1046+79 53 LT - 384 RT 0 439 0 HADLEY AVE 1046+79 384 RT 1 31.82 0 0 HADLEY AVE 1046+79 1046+99 384 RT - 823 RT 0 439 0 HAOLEY AVE 1046t99 923 RT i 32.5 0 0 � r1A0L�}�aVE 1{1?5rg9 1U46+35 i823 RT t078 RT 1 125 75 63 263 263 HON-PAft7ICIPATINGTOTRI I 2 5 143.3 1Z5 75 890 1U90 878 1U40 7�TAL S 2 S 2 6 147.0 333 75 890 1248 878 1248 � .r:..� S:[��- r.t. . �1TY �F CaTTAGE GR�V�, MN : � I.:' �'RELTMINARY 90°I� � ��{��t���� � Stante� i_3 - — �.;i i�: c� i.A�LlLAiIC�fJS - A�7fiiI Z�, Z�1� G��}VE . • �.;�-^r �:^ HA�LEY AVENUE IMPROVEMEPlTS ,�r•.�er .u� -i�= - •rro:_�ei• ��cr�.P�ide ar�A FroyP�r�t•I ry^e� S..�:i.:�•.55��! - _ n . ,..„„_��..; ,,� 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � �J LIGHTING P o°�o °��o LIGHTING LIGHTING LIGHTING LIGHTING LIGHT UG REMOVE 1.5" SERVICE STATION REMOVE UNIT UNIT UNIT UNIT FOUNDATION WIRE EQUIPMENT m�p� OFFSET POLE LIGHTING NON-METALLIC CABINET HANDHOLE `w� ALIGNMENT TO LUMINAIRE TYPE TYPE TYPE TYPE TYPE 1 COND PAD B NOTES ��o` RANGE NUMBER UNIT CONDUIT TYPELl °p� STATION SPECIAL SPECIALI SPECIAL2 SPECIAL3 SPECIAL NO 6 o��" - [FACH] [FACH] [FACH] [FACH] [FACH] [FACH] [FACH] [LIN FT] [LIN FT] [FACH] [FACH] [FACH] mmao SAP 180-107-004 HADLEY AVE 1000+47 25 RT A9 1 1 - HADLEY AVE 1001+99 25 LT B1 1 1 `��o HADLEY AVE 1003+50 25 RT B2 1 1 HADLEY AVE 1004+99 25 LT B3 1 1 HADLEY AVE 1006+05 24 LT A10 1 1 �"�� HADLEY AVE 1006+90 25 RT Al l 1 1 ��> - HADLEY AVE 1008+00 25 LT B4 1 1 �°�° HADLEY AVE 1009+49 25RT BS 1 1 HADLEY AVE 1011+00 25 LT B6 1 1 HADLEY AVE 1112+49 25 RT B7 1 1 HADLEY AVE 1013+47 24 LT A13 1 1 HADLEY AVE 1014+49 25 RT A14 1 1 HADLEY AVE 1015+99 24 LT B8 1 1 HADLEY AVE 1017+49 24 RT B9 1 1 HADLEY AVE 1018+99 24 LT B10 1 1 HADLEY AVE 1020+49 24 RT B11 1 1 HADLEY AVE 1022+99 24 LT B12 1 1 HADLEY AVE 1023+49 24 RT B13 1 1 HADLEY AVE 996+30 - 1024+10 25 LT - 25 RT 4575 13725 HADLEY AVE 1024+95 15 LT B14 1 1 HADLEY AVE 1025+65 31 RT A1 1 1 HADLEY AVE 1026+18 67 LT A8 1 1 HADLEY AVE 1026+56 31LT C8 1 HADLEY AVE 1026+58 16 LT C1 1 HADLEY AVE 1026+68 32 LT DS 1 HADLEY AVE 1024+10 - 1026+78 67 LT - 31 RT 946 1338 HADLEY AVE 1026+79 19 LT D2 1 HADLEY AVE 1026+82 11LT C3 1 HADLEY AVE 1026+90 34 LT CS 1 HADLEY AVE 1026+89 19 LT C4 1 HADLEY AVE 1027+15 32 RT A4 1 1 HADLEY AVE 1027+33 79 LT A6 1 1 HADLEY AVE 1027+41 49 LT B18 1 1 HADLEY AVE 1028+10 26 LT AS 1 1 HADLEY AVE 1029+03 27 RT B15 1 1 HADLEY AVE 1026+78 - 1029+17 79 LT - 32 RT 955 2865 1 1 1 HADLEY AVE 1030+53 25 LT B16 1 1 HADLEY AVE 1032+03 25 RT B17 1 1 HADLEY AVE 1033+18 34 LT A15 1 1 HADLEY AVE 1034+20 25 RT A17 1 1 HADLEY AVE 1035+03 15 RT B18 1 1 HADLEY AVE 1036+53 25 LT B19 1 1 HADLEY AVE 1038+03 25 RT B20 1 1 HADLEY AVE 1039+53 25 LT B21 1 1 HADLEY AVE 1041+03 25 RT B22 1 1 HADLEY AVE 1042+54 24 LT A18 1 1 � HADLEY AVE 1043+55 25 RT A19 1 1 HADLEY AVE 1094+80 25 LT B23 1 1 - HADLEY AVE 1046+05 36 RT B24 1 1 HADLEY AVE 1047+30 26 LT B25 1 1 - HADLEY AVE 1048+56 25 RT A20 1 1 HADLEY AVE 1049+51 24 LT B26 1 1 � HADLEY AVE 1050+53 25 RT A21 1 1 HADLEY AVE 1051+53 24 LT B27 1 1 HADLEY AVE 1052+51 25 RT A22 1 1 HADLEY AVE 1053+91 20 LT A23 1 1 HR�LfY.9VE lU5-}+7i 23 RT ,724 . . S . . . . I . . . . . - Hra[]LEY AVE t1729+17 - 1055+6G ,3�F LT - 3E RT 503Z � ISG46 - SAP 18Q-1U7-dfl4 TOTAt 19 Z8 5 2 47 II008 33024 t ! 1 .. - .r�.� :�.C•. r.t. . C1TY �� CaTTAGE GR�V�, MN i 4 : -� '� I.:' �'RELTMINARY 90°I� � c:��iE���;� � Stante� iA5LlLAiIC�fJS - - '";"" 4` q [7 ^��7yG CfC1VE ,, .nj '. HA�LEY AVENUElMPROVEMEhlTS . !�r•.�er .u� I"►���I �7� LU1U k� pro3P�ritv ry^e� ;i,. . .""°�"" �'�.F����'•�e ;:„;,_���..." ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-003 ��� � ��o °��o ��oLL LANDSCAPING SUMMARY R ���� o�a� o� o��o DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS �maj STATION OFFSET TREE TREE TREE TREE PERENNIAL _ ALIGNMENT TO 8'HT 1.5"CAL 1.5"CAL 2.5"CAL NO 1 STATION �NGE g&B B&B B&B ggig CONT LIGHTING P ��h� =o�o [TREE] [TREE] [TREE] [TREE] [PLT] LIGHTING LIGHTING LIGHTING LIGHTING LIGHT UG SAP 180-107-004 °� REMOVE 1.5" SERVICE a° STATION REMOVE UNIT UNIT UNIT UNIT FOUNDATION WIRE EQUIPMENT LIGHTING NON-METALLIC CABINET HANDHOLE 58 55 °4 ALIGNMENT TO OFFSET POLE LUMINAIRE TYPE TYPE TYPE TYPE TYPE 1 COND PAD B NOTES RANGE NUMBER UNIT CONDUIT TYPE Ll �a�'`= STATION SPECIAL SPECIALI SPECIAL2 SPECIAL3 SPECIAL NO 6 `�"0 1 4 4 41 - [FACH] [FACH] [FACH] [FACH] [FACH] [FACH] [FACH] [LIN FT] [LIN FT] [FACH] [FACH] [FACH] `°`O NON-PARTICIPATING 95TH ST 100+94 28 LT A25 1 1 1 2 8 37 95TH ST 103+23 32RT B28 1 1 95TH ST 104+74 32 LT B29 1 1 95TH ST 106+23 32 RT B30 1 1 46 61 95TH ST 107+73 32 LT B41 1 1 95TH ST 109+23 32 RT B32 1 1 95TH ST 110+73 32 LT B33 1 1 SAP 180-107-004 TOTAL 2 2 108 128 78 95TH ST 112+40 32 RT A7 1 1 95TH ST 100+94 - 109+89 32 LT - 32 RT 1564 4692 NON-PARTICIPATING 95TH ST 113+79 29 LT C6 1 95TH ST 113+80 15 LT C7 1 � 95TH ST 113+87 29 LT D4 1 95TH ST 109+89 - 113+93 15 LT - 29 LT 927 2781 1 NON-PARTICIPATING TOTAL 2 6 2 1 8 2491 7473 1 1 17 36 SAP 180-111-003 95TH ST 114+00 18 LT D1 1 95TH ST 114+10 20 LT C2 1 95TH ST 114+56 32 RT A2 1 1 NON-PARTICIPATING TOTAL 1 61 36 95TH ST 115+18 43 LT A3 1 1 95TH ST 113+93 - 117+50 43 LT - 32 RT 184 552 SAP 180-111-003 SAP 180-111-003 TOTAL 2 1 1 2 184 552 TOTAL 4 6 3 2 10 2675 8025 1 1 41 SAP 180-111-003 TOTAL 1 41 TOTAL 4 2 108 189 155 WATERMAIN Q 12" 18" 6" � CONNEC7T0 HYDRANT 6" 12" 18" IMPROVED �° STATION WATER SERVICE BUTTERFLY BUTTERFLY GATE 12"X6" 18"X6" 18"X12" � OFFSET EXISTING HYDRANT PAD WATERMAIN WATERMAIN WATERMAIN PIPE 12"SLEEVE 6"X6"TEE 12"X6"TEE 12"X12"TEE � ALIGNMENT TO TAP AND HOOKUP VALVE AND VALVE AND VALVE REDUCER REDUCER TEE NOTES STATION RANGE WATERMAIN BOX BOX &BOX CONCRETE DIP CL 52 DIP CL 52 DIP CL 52 FOUNDATION — [FACH] [FACH] [FACH] [FACH] [FACH] [FACH] [FACH] [LIN FT] [LIN FT] [LIN FT] [LIN FT] [POUND] [POUND] [POUND] [POUND] [POUND] [POUND] [POUND] HADLEY AVE 1043+26 61 LT - 52 RT 2 1 2 1 1 10 113 123 190 335 — HADLEY AVE 1043+26 - 1054+40 12 LT - 15 LT 6 1 1 1 1 10 10 20 336 330 160 HADLEY AVE 1048+14 19 LT - 46 LT 1 1 65 65 � HADLEY AVE 1051+69 22 LT - 27 RT 2 1 1 1 50 50 HADLEY AVE 1054+40 - 1054+58 40 LT - 36 RT 3 90 90 120 56 HADLEY AVE 1 TflTAL 1 34 3 1 2 4 3 225 i9 113 348 338 120 130 56 33� 169 335 � .r:..� S:Cr. r.:t• . C1TY D� CaTTAGE GR�V�, MN �� � � I.`' �'RELTMINARY 90°I� � �-i�iE���� � Stantec i.A5LlLAiIC�fJS - '":'." 4` q r [7 ^��7yG CfC1VE , ,, ,nj '. HA�LEY AVENUE IMPROVEMEhlfS . 1��r•.�FC .r.F /"��1�I �7� LU11] k� pro3P�ritv ry^e[ ;i, . .""°�"" �'�.F�����•�e ;:„;,_������.5' ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-0D3 ��t� � o��o TURF ESTABLISHMENT T o�o� w� °o�} EROSION SITE o��" STATION SEED SEED FERTILIZER CONTROL HYDRAULIC SODDING RESTORATI TOPSOIL OFFSET SEEDING MIXTURE MIXTURE TYPE1 g�NK� MULCH TYPE ON _ pp ALIGNMENT TO RqNGE 25-131 25-151 20-10-20 MATRIX LAWN �m�'= STATION CAT 3 SPECIAL 4" [ACRE] [POUND] [POUND] [POUND] [SQ YD] [POUND] [SQ YD] [LUMP SUM] CU YD _o�� SAP 180-107-004 HADLEY AVE 996+30 - 1024+10 18 LT - 67 LT 1.1 242 275 2750 550 HADLEY AVE 996+30 - 1024+10 18 RT - 71 RT 1.7 374 425 4250 854 �Q�a HADLEY AVE 1024+10 - 1026+76 12 LT - 120 LT 01 94 40 500 54 ���� E ROSIO N AN D SE DIM ENT CONTROL S HADLEY AVE 1024+10 - 1026+76 is RT - 59 RT o.i zz zo zso 49 �o�o HADLEY AVE 1025+86 - 1026+40 33 LT - 65 LT 176 19 HADLEY AVE 1026+51 - 1026+96 7 LT - 43 LT 45 5 STORM SEDIMENT STABILIZED HADLEY AVE 1027+10 - 1027+59 36 LT - 81 LT 73 8 STATION SILT FENCE DRAIN CONTROL CULVERT END OFFSET CONSTRUC7ION ALIGNMENT TO TYPE MS INLET LOG TYPE EX� CONTROLS HADLEY AVE 1026+86 - 1027+42 20 RT - 34 RT 127 14 STATION �NGE PROTEC7ION COMPOST HADLEY AVE 1026+76 - 1029+17 20 LT - 95 LT 0.1 22 20 250 20 HADLEY AVE 1026+76 - 1029+17 22 RT - 61 RT 01 94 40 500 69 [LIN FT] [FACH] [LIN FT] [LUMP SUM] [FACH] HADLEY AVE 1029+17 - 1054+73 ll LT - 28 LT 0.5 110 100 1250 242 SAP 180-107-004 HADLEY AVE 1029+17 - 1039+09 36 LT - 54 LT 0.1 22 20 250 21 HADLEY AVE 996+18 - 1024+10 54 LT - 84 RT 851 28 165 HADLEY AVE 1029+17 - 1054+73 20 RT - 62 RT 13 286 260 3250 680 HADLEY AVE 1024+10 - 1026+76 50 LT - 57 RT 4 015 2 HADLEY AVE 1026+76 - 1029+17 66 LT - 64 RT 216 5 015 SAP 180-107-004 TOTAL 5.3 1166 1200 13250 421 2585 HADLEY AVE 1029+17 - 1054+70 64 LT - 64 RT 1941 23 15 1 SAP 180-107-004 TOTAL 2508 60 180 0.50 3 NON-PARTICIPATING 95TH ST 100+83 - 100+99 64 LT - 96 RT 0.1 22 20 1 29 NON-PARTICIPATING 95TH ST 101+40 - 109+89 28 LT - 62 LT 0.5 110 100 1 257 95TH ST 100+94 - 109+89 79 LT - 61 RT 852 5 95TH ST 101+40 - 109+89 27 RT - 100 RT 0.5 110 100 1 253 95TH ST 109+89 - 113+93 79 LT - 61 RT 335 5 015 95TH ST 109+89 - 113+93 26 LT - 73 LT 01 94 40 1 93 HADLEY AVE 1038+58 - 1048+28 268 LT - 1105 RT 2711 75 1 95TH ST 109+89 - 113+93 11 RT - 62 RT 01 94 40 1 106 NON-PARTICIPATING TOTAL 3898 10 75 0.25 1 95TH ST 113+74 - 113+93 1 LT - 40 LT 23 2 HADLEY AVE 1046+21 - 1048+08 45 RT - 728 RT 0.6 66 120 1 299 SAP 180-111-003 HADLEY AVE 1046+21 - 1048+08 728 RT - 824 RT 0.1 22 20 1 23 95TH ST 113+93 - 117+50 39 LT - 43 RT 5 015 HADLEY AVE 1046+21 - 1048+08 824 RT 1095 RT 01 94 40 618 1 68 HADLEY AVE 1039+09 - 1047+59 36 LT - 104 LT 0.6 132 120 1 272 SAP 180-111-003 TOTAL 5 0.25 NON-PARTICIPATING TOTAL 3.0 528 66 600 618 8 23 1 1402 TOTAL 6406 75 255 1 4 SAP 180-111-003 95TH ST 113+93 - 114+14 1 LT - 40 LT 23 2 95TH ST 114+42 - 114+63 27 RT - 46 RT 25 3 95TH ST 114+71 - 117+26 25 LT - 50 LT 0.1 22 20 1 14 95TH ST 114+71 - 117+26 18 RT - 42 RT 0.1 22 20 1 28 SAP 180-111-003 TOTAL 0.2 44 40 2 48 47 TOTAL 8.5 1738 66 1840 618 13260 492 1 4034 � u � ;�.�� .,t. . _ �,-F Q t:t,�E�,,� C1TY �� CaTTAGE GR�V�, MN i 6 _ `_ . . �RELTMINARY 90 IQ � �• � Stantec i.A9LlLAiIGfJS ' •I.tr °' A�]fii� Z�, ZO1� C�[�VE , � ,,.;,-^r ;:..• HA�LEY AVENUE IMPROVEMEPl�S ��r•.�er .c:� -i, - •rrr.;rec r��er�F��ec ar�A�`ro3C�ntv Na�� S..�:i.r�•.55��? - ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��t� � �J ELECTRIC A1 ELECTRIC A1 o°�o REMARKS REMARKS STATION TO OFFSET IN PLACE LEAVE STATION TO OFFSET IN PLACE LEAVE ����o ALIGN OWNER NOTES ALIGN OWNER NOTES o�o� STATION RANGE UTILITY AS IS ADJUST RELOCATE STATION RANGE UTILITY AS IS pDJUST RELOCATE w� °o�� HADLEY AVE 1025+g3 26 LT UP XCEL X �� o�wo HADLEY AVE 994+75 28 LT UP XCEL X HADLEY AVE 1025+g3 - 1026+15 26 LT - 144 RT E-BUR XCEL X „m�� HADLEY AVE 994+75 - 998+7g 28 LT - 28 LT OHP XCEL X HADLEY AVE 1025+g3 - 1026+18 26 LT - 144 RT E-BUR XCEL X HADLEY AVE 996+zg _ ggg+47 20 RT - 19 RT E-BUR XCEL X HADLEY AVE 1025+g3 - 1025+g5 26 LT - 36 LT ANC XCEL X HADLEY AVE 997+z6 28 LT UP XCEL X HADLEY AVE 1028+08 - 1028+10 42 RT - 21 RT ANC XCEL X - HADLEY AVE 998+77 _ ggg+7g 65 RT - 83 RT ANC XCEL X HADLEY AVE 1028+10 21 RT UP XCEL X LLo�� HADLEY AVE 998+77 _ ggg+7g 68 RT - 83 RT ANC XCEL X HADLEY AVE 1028+10 1052+gz 21 RT - 25 RT OHP XCEL X HADLEY AVE 999+47 - 999+47 20 LT - 19 RT E-BUR XCEL X HADLEY AVE 1030+06 22 RT UP XCEL X °Q�Q HADLEY AVE 999+47 - 1000+33 20 LT - 20 LT E-BUR XCEL X HADLEY AVE 1031+gg 28 RT UP XCEL X ��a° HADLEY AVE 999+7g 28 LT UP XCEL X REMOVELIGHT HADLEY AVE 1034+p7 28 RT UP XCEL X HADLEY AVE 999+78 - 999+78 28 LT - 36 LT ANC XCEL X ���� HADLEY AVE 1035+7g 25 RT UP XCEL X HADLEY AVE 999+7g _ ggg+7g 28 LT - 38 LT ANC XCEL X HADLEY AVE 999+7g _ ggg+g3 28 LT - 28 LT ANC XCEL X HADLEY AVE 1038+00 25 RT UP XCEL X HADLEY AVE 999+7g _ ggg+7g 28 LT - 151 RT OHP XCEL X HADLEY AVE 1038+g0 25 RT UP XCEL X HADLEY AVE 999+7g - 1004+30 28 LT - 26 LT OHP XCEL X HADLEY AVE 1041+32 25 RT UP XCEL X HADLEY AVE 999+g4 - 1000+00 36 LT - 34 LT ANC XCEL X HADLEY AVE 1043+65 27 RT UP XCEL X HADLEY AVE 1000+00 - 1000+06 34 LT - 37 LT ANC XCEL X HADLEY AVE 1045+43 - 1045+57 27 RT - 28 RT ANC XCEL X HADLEY AVE 1000+06 - 1000+13 90 LT - 209 RT OHP XCEL X HADLEY AVE 1045+57 28 RT UP XCEL X HADLEY AVE 1000+06 37 LT UP XCEL X HADLEY AVE 1046+65 28 RT UP XCEL X HADLEY AVE 1000+13 - 1000+19 90 LT - 209 RT OHP XCEL X HADLEY AVE 1048+g6 27 RT UP XCEL X HADLEY AVE 1000+z0 - 1000+z6 90 LT - 208 RT OHP XCEL X HADLEY AVE 1050+gg 26 RT UP XCEL X HADLEY AVE 1000+40 - 1000+57 30 LT - 27 LT ANC XCEL X HADLEY AVE 1052+gz 25 RT RT UP XCEL X HADLEY AVE 1000+33 - 1000+30 21 LT - 77 RT E-BUR XCEL X HADLEY AVE 1052+gz - 1053+08 25 RT - 25 RT ANC XCEL X HADLEY AVE 1000+57 27 LT UP XCEL X HADLEY AVE 1052+gz - 1053+10 25 RT - 25 RT ANC XCEL X HADLEY AVE 1002+17 33 RT UP XCEL X REMOVE HADLEY AVE 1052+gz - 1053+11 25 RT - 25 RT ANC XCEL X HADLEY AVE 1002+z0 28 LT UP XCEL X HADLEY AVE 1052+g3 - 1052+g1 60 LT - 61 RT OHP XCEL X HADLEY AVE 1004+z6 33 LT UP XCEL X HADLEY AVE 1004+z6 - 1008+34 33 LT - 32 LT OHP XCEL X 95TH ST 114+48 - 115+64 34 RT - 33 RT E-BUR XCEL X HADLEY AVE 1006+15 - 1006+16 74 LT - 33 LT E-BUR XCEL X 95TH ST 114+77 - 118+64 29 RT - 30 RT E-BUR XCEL X HADLEY AVE 1006+18 32 LT UP XCEL X HADLEY AVE 1006+55 - 1006+55 71 LT - 80 RT E-BUR XCEL X HADLEY AVE 1008+34 32 LT UP XCEL X HADLEY AVE 1008+34 - 1024+09 32 LT - 29 LT OHP XCEL X HADLEY AVE 1010+02 32 LT UP XCEL X HADLEY AVE 1012+35 32 LT UP XCEL X HADLEY AVE 1014+7z 31 LT UP XCEL X HADLEY AVE 1016+z0 31 LT UP XCEL X HADLEY AVE 1018+08 31 LT UP XCEL X HADLEY AVE 1020+09 30 LT UP XCEL X HADLEY AVE 1022+09 29 LT UP XCEL X HADLEY AVE 1024+09 29 LT UP XCEL X HADLEY AVE 1024+09 - 1028+10 21 RT - OHP XCEL X UTILITY OWNERS LEGEND THE FOLLOWING LIST SHOWS THE UTILITY � COMPANIES INVOLVED ON THIS PROJEC7 ANC = ANCHOR LP = LIGHT POLE CITY OF COTTAGE GROVE = CITY UP = UTILITY POLE GENERAL NOTES: � CENTURYLINK = CENT COM BOX = COMMUNICATION BOX THE"LEAVE AS IS","ADJUST",AND"RELOCATE"NOTES ARE BASED UPON THE BEST INFORMATION AVAILABLE AND MAY NOT REFLECTTHE ACTUAL EFFECTS ON THE COMCAST CABLE COMMUNICATIONS,INCORPORATED = COMC E-BUR = BURIED ELECTRIC LINE UTILITIES BY CONSTRUCTION.ACTUAL DETERMINATION WILL BE MADE IN THE FIELD DURING CONSTRUCTION. XCEL ENERGY = XCEL OHP = OVERHEAD ELEC7RIC LINE ALL RELOCATES AND ADJUSTMENTS ARE SUBJECT TO RIGHT OF WAY CONSTRAINTS. G-BUR = BURIED GAS LINE � G-VLV = GAS VAVLE UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS.THE CONTRACTOR SHALL DETERMINE THE ACTUAL LOCATIONS IN THE FIELD. FO-BUR = BURIED FIBER OPTIC LINE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO UTILIZE THE GOPHER STATE ONE CALL EXCAVATION NOTICE SYSTEM REQUIRED BY MINNESOTA STATUTE,CHAPTER - COM-BUR = BURIED COMMUNICATION LINE 216D FOR ALL UNDERGROUND UTILITY LOCATIONS. COM19 PEp = COMML1NiCATION PEDESTAL A�L UTILiTY WOR%Sh�WIV OW THiS SFi�ET SHALL 8��ONE 6Y OTF'ERS LiNLE55 P14i-E04i71FRWi5E. = TNE S�ISSLIRFACE[fVF�Rt�1ATfON[fV 7H15 A�?J i5 LITSLITY QUAL[TY LEVEL'R�.THSS LITILITY QUALCfY LEVEL WAS pFfERM1ttfJEp ACCOfiJI��Tt7 TNE�UIQE!1fVE5�F - C]�ASCE 38-02,ENTiTLEp STFUJDARD GLi10EiSfVES FfJR FHE C�LLECTION AND�EP1CliOfJ OF E7fISl7fVG SLiBSIlRFR.CE LITfLffY DATA - THE GONTRACT�R SHALL CO�Rb[fVA7E 4PERAl70N5 T�ALL4W�OR TNE,4d7U57MEhT OF THE Ui-IL[fifE5.+�5 iNbIG4i-E�7. .1:.' ::[.'- �•:F' . : -� '� II.� o •'�'►� �,c�tt���� � C1TY �� CaTTAGE GR�V�, MN � 7 - ;���. 4, �'RELTMINARY 90 IQ �i� S�ant�C IfJFL.aC�[1TIl1iY'i.A5LlL�.TIGPJS A�7fiiI Z�, Z�1� �x� G��}VE • � ��;�.^� �:^ HA�LEY AVENUE IMPROVEMEPlTS ,�r•.�er .cr� -;, - - •rro:_�ei• • �'s�e Fride ar�A FrP'�P���t•I ry^e[ S..�:i.r�•.55��! - _ n . ,..„„_��...; ,,� 5AP iSO-1�7-004 8�5AP 18�-1 i i-0D3 ��Q � °��o GAS A2 COMMUNICATION A3 ���� REMARKS REMARKS o�a� STATION TO OFFSET IN PLACE LEAVE STATION TO OFFSET IN PLACE LEAVE oo} ALIGN STATION RANGE UTILITY �WNER pS IS ADJUST RELOCATE NOTES ALIGN STATION RANGE UTILITY �WNER pS IS ADJUST RELOCATE NOTES o��o m�� - HADLEY AVE 1000+31 - 1000+31 45 RT - 19 LT GBUR XCEL X HADLEY AVE 999+65 - 999+65 12 LT - 38 RT COM-BUR CENT X HADLEY AVE 1000+31 - 1003+71 19 LT - 26 LT G-BUR XCEL X HADLEY AVE 999+65 38 RT COM PED CENT X HADLEY AVE 1000+31 40 RT G-VLV XCEL X HADLEY AVE 999+65 - 1003+00 38 RT - 25 RT FO-BUR CENT X LLO�o HADLEY AVE 1003+71 - 1006+g0 26 LT - 28 LT GBUR XCEL X HADLEY AVE 999+71 36 RT COM PED CENT X HADLEY AVE 1006+g0 - 1060+71 28 LT - 51 RT G-BUR XCEL X HADLEY AVE 1000+31 - 1000+36 110 RT - 31 RT FO-BUR COMC X oQ�Q HADLEY AVE 1006+g0 - 1025+46 28 LT - 22 LT G-BUR XCEL X HADLEY AVE 1000+36 - 1003+00 31 RT - 21 RT FO-BUR COMC X ��>o HADLEY AVE 1025+46 - 1029+17 22 LT - 14 LT GBUR XCEL X HADLEY AVE 1000+69 30 RT COM PED COMC X HADLEY AVE 1029+17 - 1042+gz 14 LT - 18 LT G-BUR XCEL X HADLEY AVE 1003+00 - 1010+z3 21 RT FO-BUR COMC X ���� HADLEY AVE 1042+gp - 1042+g1 18 LT - 22 RT GBUR XCEL X HADLEY AVE 1003+00 - 1010+p3 30 RT - 25 RT FO-BUR CENT X HADLEY AVE 1042+gz _ 1048+03 18 LT - 23 LT G-BUR XCEL X HADLEY AVE 1009+54 21 RT FO-BUR COMC X HADLEY AVE 1048+03 - 1048+03 23 LT - 58 RT G-BUR XCEL X HADLEY AVE 1009+54 - 1000+z3 21 RT - 24 RT COM PED COMC X HADLEY AVE 1048+03 - 1054+05 23 LT - 27 LT G-BUR XCEL X HADLEY AVE 1010+06 22 RT COM PED COMC X HADLEY AVE 1054+05 - 1054+57 27 LT - 30 LT G-BUR XCEL X HADLEY AVE 1010+16 29 RT COM PED CENT X HADLEY AVE 1054+06 - 1054+06 47 LT - 119 RT G-BUR XCEL X HADLEY AVE 1010+18 21 RT COM PED CENT X HADLEY AVE 1054+60 - 1054+58 50 LT - 53 RT G-BUR XCEL X HADLEY AVE 1010+z0 33 RT COM PED CENT X HADLEY AVE 1010+37 22 RT COM PED COMC X HADLEY AVE 1010+39 23 RT COM PED COMC X HADLEY AVE 1010+z3 - 1020+70 22 RT - 17 RT FO-BUR COMC X HADLEY AVE 1010+z3 - 1020+70 23 RT - 23 RT FO-BUR COMC X HADLEY AVE 1010+z3 - 1020+70 24 RT - 28 RT FO-BUR CENT X HADLEY AVE 1018+30 20 RT COM MH CENT X HADLEY AVE 1020+70 - 1026+12 17 RT - 25 RT FO-BUR COMC X HADLEY AVE 1020+70 - 1026+12 23 RT - 27 RT FO-BUR COMC X HADLEY AVE 1020+70 - 1026+12 28 RT - 29 RT FO-BUR CENT X HADLEY AVE 1020+74 23 RT COM PED COMC X HADLEY AVE 1026+12 29 RT COM MH CENT X HADLEY AVE 1026+12 - 1027+51 23 RT - 32 RT FO-BUR COMC X HADLEY AVE 1027+51 32 RT COM PED COMC X HADLEY AVE 1027+51 - 1034+06 32 RT - 33 RT COM-BUR COMC X HADLEY AVE 1034+06 33 RT COM MH COMC X HADLEY AVE 1034+06 - 1042+gz 33 RT - 30 RT COM-BUR COMC X HADLEY AVE 1042+7g 37 RT COM PED COMC X HADLEY AVE 1042+g1 61 RT COM PED COMC X HADLEY AVE 1042+gz 30 RT COM PED COMC X HADLEY AVE 1042+gz 41 RT COM PED COMC X HADLEY AVE 1042+gz - 1042+g1 30 RT - 61 RT COM-BUR COMC X 95TH ST 114+49 - 117+65 38 RT - 42 RT COM-BUR CENT X 95TH ST 117+65 42 RT COM PED X UTILITY OWNERS LEGEND THE FOLLOWING LIST SHOWS THE UTILITY COMPANIES INVOLVED ON THIS PROJEC7 ANC = ANCHOR c� LP = LIGHT POLE CITY OF COTTAGE GROVE = CITY UP = UTILITY POLE GENERAL NOTES: � CENTURYLINK = CENT COM BOX = COMMUNICATION BOX THE"LEAVE AS IS","ADJUST",AND"RELOCATE"NOTES ARE BASED UPON THE BEST INFORMATION AVAILABLE AND MAY NOT REFLECTTHE ACTUAL EFFECTS ON THE COMCAST CABLE COMMUNICATIONS,INCORPORATED = COMC E-BUR = BURIED ELECTRIC LINE UTILITIES BY CONSTRUCTION.ACTUAL DETERMINATION WILL BE MADE IN THE FIELD DURING CONSTRUCTION. - XCEL ENERGY = XCEL OHP = OVERHEAD ELEC7RIC LINE ALL RELOCATES AND ADJUSTMENTS ARE SUBJECT TO RIGHT OF WAY CONSTRAINTS. G-BUR = BURIED GAS LINE � G-VLV = GAS VAVLE UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS.THE CONTRACTOR SHALL DETERMINE THE ACTUAL LOCATIONS IN THE FIELD. FO-BUR = BURIED FIBER OPTIC LINE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO UTILIZE THE GOPHER STATE ONE CALL EXCAVATION NOTICE SYSTEM REQUIRED BY MINNESOTA STATUTE,CHAPTER COM-BUR = BURIED COMMUNICATION LINE 216D FOR ALL UNDERGROUND UTILITY LOCATIONS. COM PED = COMMUNICATION PEDESTAL - A�L�T1L[TY WpRK SFsQWf�pN THfS SFiEET SFsAL�Br DOPJE 8Y OTF+ERS�iN�E55 f�IQTE04THERWISE. - THE 5U85URFACE[NFORMA710N rN 7N35 pLAN[S UTiL37Y QLIALS7Y LEVEL'a'.THIS Ui�tL?TY QLIAIITti'LEVEL WIiS p=�RhSIfvEP RCCL1Rb2h�TCt i-H�GLfIQcliNES OF - C[�,YSCt 38-42,EM77LE❑ STANaARQ GIJiDELIfVES FOR�HE CCILLEG7iC1M RN�7 DEP[f:;170N OF E7f35FING tiI85URF.ACc liT[�1TY RA�A �. THE CONT3iACTC1R SHnLL COORDihATE OPEfiAT]ONS TO ALLOW FOR THE A�7115lMEIVF OF TkE LlTELfffE5A5 INDICATE�. .r�.� :�a:�- r•:t• . :,-k �.� ��.� a • t:t,�E�,,� C1TY a� CaTTAGE GR�V�, MN �8 -- 4, �'RELTMINARY 90 I� �i' � S�ant�C IfJFl.�C�[1TIl1iY'i.A5LlL�.TIGPJS ;"` � C�[��E HA�LEY AVEN E lMPR VEMEPlT �t•.�� ��. A�]fii� ��, 2�1� v, �.�03o���tv�+��� ;,,; .��.,�...�r.�:... U 0 5 - .""°�"" �'�.F����.,•�e ;:„;,_���..." ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-003 ��� � ��,,, ��� 3q� 89' 3�' - RIW � R/W R/W � i�/W - VAR. 12' 12' VAR. BLVp 12.5' 12.5' 8.5' 8' _ BLVD BLV� VARIES BLVD TRAIL _ SNL� � SHL� � :,::: — ----- -- �,-_-__ - ---- _--__--._�------- ---- - --- - - -- -- - -- -�:'__-___- -_ _-___=-_..- - -- -�- � �J 27' 39' °�0 30' R� � 30' R� INSET A - BITUMINOUS PAVEMENT ���� CLEAR ZONE I CLEAR ZONE �o o� 14' 6' 12' 12'-0' 12' 6' 6' op�o BLVD SHLD LANE MED. LANE SHLD BLVD �m�;� Z� 2' 0�04 SHLD SHLD 4" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 0.02 0.02 0.02 0.02 0.04_ (SPWEA340C) - (TWO LIFTS) 1:6 — 1:( 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) _o�;= (SPNWB330B) 9" AGGREGATE BASE, CLASS 5 (100% CRUSHED) o� PROFILE 4"SLOPE DRESSING �r 4"SLOPE DRESSING GRADE GRADING 12" SELECT GRANULAR BORROW ��;>` GRADE - INSET D INSET A ���� NOT TO SCALE PROPOSED TYPICAL SECTION 6 HADLEY AVE - STA. 996+30 TO STA. 999+92 INSET B - BITUMINOUS PATH 2.5" TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) (SPWEA230B) 6" AGGREGATE BASE, CLASS 5 (100% CRUSHED) 10' 42' 38' 30' EASEMENT R/W 10, � 10 R/W EASEMENT CLEAR ZONE CLEAR ZONE 8' 9'-20' 12' 12' 12' 8'-24' 8' TRAIL BLVD LANE LTL LANE BLVD TRAIL SHLD B618 C&G � B618 C&G SHLD 0.015 VAR.O 0.02 0.02 0.02 0.02 VAR. 0 0.015 INSET C - CONCRETE PAVEMENT 1;4 — - Z:q B B 1� 1� 1� 1� INSET B INSET B 7" CONCRETE PAVEMENT 4"SLOPE DRESSING 1 PROFILE GRADING 6" AGGREGATE BASE, CLASS 5 (100% CRUSHED) GRADE GRADE 4"SLOPE DRESSING INSET A 4"SLOPE DRESSING 24" SELECT GRANULAR BORROW 4"SLOPE DRESSING NOT TO SCALE 7 PROPOSED TYPICAL SECTION HADLEY AVE - STA. 999+92 TO STA. 1024+10.08 INSET D - AGGREGATE SHOULDER 10' 43' 37' 20' 6" AGGREGATE, CLASS 2 EASEMENT R/W 10' C� 10' R/W EASEMENT 9" AGGREGATE BASE, CLASS 5 (100% CRUSHED) CLEAR ZONE 2'� 10' CLEAR ZONE 8' 8'-27' 12' MED. 12' 8'-30' 8' TRAIL BLVD LANE 2' � 2' LANE BLVD TRAIL " SHLD B618 C&G S B618 C&G B618 C&G SHLD 1,4 0.015 VAR. A 0.02 TIP OUT) 0.02 VAR.O 0.015 1.4 B B INSET E - CONCRETE WALK (MEDIAN) - 1 INSET B 1' 1' 1' 0 4"SLOPE DRESSING 1 GRADING 1 INSET B � INSET C GRADE PROFILE 4"SLOPE DRESSING GRADE INSET E 4"SLOPE DRESSING 4" CONCRETE WALK 4"SLOPE DRESSING NOT TO SCALE VAR DEPTN AGGREGATE BASE, CIASS 5 _ $ �I�OP05ED TYPiCA�SECTIOfV I1IC]TES. []fli3°/n CF��ISHECi] = FfADLEV AV� - S�A. 4024+3Z.36�0 1�25+2I �J gOULEVARQ SLOP� VARIES. 5EE CR05S SECTION SH�ETS 389 - 214 FOR SLOPES. (� �" PVC PIPE �fZA[fV. SEE dRAIEVAGE PLANS, SNEETS 189 - 21�i, F4R L4CATIOIV. >:. ;:�>. �.�• : `� . �"' �'RELTMINARY 90°I� t;{,�t���;�� � Stantec T'iPICA�SECTIOf,,, ���Y OF CQTTAGE G�DVE, MN 2� 4� � SsCC1VE - ,'�•"` " A�J�'I� Z�� ZO1� ,� FrPyAcr�c•Iryser `�" "'�•°s y`•t PRQPOSEG HA�LEY AVENUElMPROVEMEhlTS - "�" "" '"'�.F����,•�a ,;.,;,_����.�.5' ,;� 5AP i 8fl-147-0D4&5AP i Sfl-1 11-0�3 ��4 � J 10' 43' 37' 20' S��o OUTLOT R/W 10' C� 10' R/W EASEMENT INSET A - BITUMINOUS PAVEMENT w�p� CLEAR ZONE 2'�10' CLEAR ZONE �o o� 8' S'-27' 12' MED. 12' 8'-30' 8' o p w o TRAIL BLVD LANE 2' i 2' LANE BLVD TRAIL W°Qo 2' � SHLD SHLD Z' 4" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) SHLD B618 C&G B618 C&G B618 C&G SHLD 1,4 0.015 VAR. � _0.02 TIP OUT) 0.02 VAR. � 0.015 1.4 (SPWEA340C) - (TWO LIFTS) 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) ��h� -��° 1� INSET B 1� B B 1' 1� (SPNWB330B) o 9" AGGREGATE BASE, CLASS 5 (100/o CRUSHED) 4"SLOPE DRESSING 1 GRADING 1 INSET B 12" SELECT GRANULAR BORROW Q�Q INSET C GRADE ��;>o PROFILE 4"SLOPE DRESSING GRADE INSET E 4"SLOPE DRESSING ���� 4"SLOPE DRESSING NOT TO SCALE PROPOSED TYPICAL SECTION 9 HADLEY AVE - STA. 1027+26 TO STA. 1029+17.17 INSET B - BITUMINOUS PATH 2.5" TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) (SPWEA230B) 6" AGGREGATE BASE, CLASS 5 (100% CRUSHED) 30' 38' 42' 20' OUTLOT R/W 10� � 10, R/W EASEMENT CLEAR ZONE I CLEAR ZONE $' S'-8' 12' 12' 12' 8'-33' 8' TRAIL BLVD LANE LTL LANE BLVD TRAIL SHLD 6618 C&G B618 SHLD 0.015 INSET C - CONCRETE PAVEMENT 0.015 0.015 0.02 0.02 0.02 0.02 1,4 — - — - — - 1:6 A 1:4 Z:q B 1� 1' B 1� 1� 4"SLOPE DRESSING INSET B 1 PROFILE 1 INSET B 7" CONCRETE PAVEMENT GRADE GRADING 6" AGGREGATE BASE, CLASS 5 (100% CRUSHED) 4"SLOPE DRESSING GRADE 24" SELECT GRANULAR BORROW INSET A 4"SLOPE DRESSING NOT TO SCALE 4"SLOPE DRESSING 1O PROPOSED TYPICAL SECTION HADLEY AVE - STA. 1029+17.17 TO STA. 1044+05 INSET E - CONCRETE WALK (MEDIAN) 30' 39' 34' 20' 4" CONCRETE WALK OUTLOT R/W R/W EASEMENT VAR DEPTH AGGREGATE BASE, CLASS 5 � I 10 CLEAR ZONE CLEAR ZONE (100% CRUSHED) 8' 8' 12' 12' 12' 12' 4'-8' 8' TRAIL BLVD LANE LTL LANE RTL BLVD TRAIL U SHLD B618 C&G B618 C&G SHLD 0.015 0.015 0.02 0.02 0.02 0.02_ 0.02_ 0.015 _ l;q — — — VAR. A Z:q _ 1' 1' B g 1� 4"SLOPE DRESSING 1� PROFILE � 1 INSET B � INSET B GRADING � GRADE 4"SLOPE DRESSING GRADE INSET A NOT TO SCALE 4"SLOPE DRESSING q"SL�PE�RESSING� PRdP�SED TYPICA�SECTIDN rvo�E�; - �� HADLEY AVE -S�A. 1fl44+[}5�D 5TA].Q48f38 [R Y B�LlLEVARD SL�PE VAR1E5. SEE CR055 SECTI�IV 5FlEETS i$9 - 214 F�R S��PES, f B 1 �I" PVC P1PE dRAIN. 5EE ❑l�AfNAGE PLANS, SHEETS 189 - 214, F�R L�CATIdN. >.� ;:c. «.�• �6: _�-_ ��: ❑ , t;{��<<>>� CITY QF G�TTAGE GRQVE, MN 2� --- . �REu MINARY 90 I� ,� �� � Stantec i`i PIGAL SECT?D�VS I 1i1I A' A�]fii� Z�, 2�16 G����E .��s ��,�,r� �� PROPas�a HADLEY AVENIIE IMPROVEMENTS � 4`.F[ �w '" =VMo:=��f�• ['!' ry�t�e.F�i�C.3i�AFrP3P��ii•I M^eI S, �.�:I.�!•:5 i�'! - ,.:h,,:., ,.,„„_��.-.; ,,� �AP 18i3-1�7-D�4&5AP i$0-1 11-D03 ��4 � 30' 39' 34' 20' ���° OUTLOT R/W R/W EASEMENT � �o lo' � lo' INSET A - BITUMINOUS PAVEMENT ���� CLEAR ZONE � CLEAR ZONE o�a� °°> 8' 8' 12' 12' 12' 8'- 15' 8' °ow° TRAIL BLVD LANE LTL LANE BLVD TRAIL �m�� 2' 2' 4" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) - SHLD B618 C&G B618 C&G SHLD 0.015 (SPWEA340C) - (TWO LIFTS) 1,4 0.015 0.015 0.02 0.02 0.02 0.02 VAR.� 1:4 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) _o�;= (SPNWB330B) 4"SLOPE DRESSING 1 1' 1 1' 1' 9" AGGREGATE BASE, CLASS 5 (100% CRUSHED) �o INSET B PROFILE 1 INSET B 12" SELECT GRANULAR BORROW �_�` GRADE GRADING `�"° G RADE - 4"SLOPE DRESSING INSET A `°`° 4"SLOPE DRESSING 4"SLOPE DRESSING NOT TO SCALE PROPOSED TYPICAL SECTION 12 HADLEY AVE - STA 1048+38 TO STA. 1051+01 INSET B - BITUMINOUS PATH 2.5" TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) (SPWEA230B) 6" AGGREGATE BASE, CLASS 5 (100% CRUSHED) 30' 39' 34' 20' OUTLOT R/W R/W EASEMENT 10' � 10' CLEAR ZONE I CLEAR ZONE 8' 2'- 11' 12' 13' 12' 6'-8' 8' TRAIL BLVD LANE MED. LANE BLVD TRAIL INSET G - CONCRETE WALK SHLD B618 C&G B618 C&G SHLD 0.015 1,4 0.015 0.015 _0.02 _0.02 0.02_ 0.02 VAR.O--- 1:4 1' 1' 1' 1' INSET B 1� PROFILE 1 INSET B 6" CONCRETE WALK 4"SLOPE DRESSING INSET A GRADE GRADING 4" AGGREGATE BASE, CLASS 5 (100% CRUSHED) GRADE 4"SLOPE DRESSING NOT TO SCALE 4"SLOPE DRESSING 4"SLOPE DRESSING 13 PROPOSED TYPICAL SECTION HADLEY AVE - STA 1051+01 TO STA. 1052+90 33' 33' R� 10' � 10' R� CLEAR ZONE I CLEAR ZONE 10' 12' 8' 12' 10' - SDWK LANE MED. LANE SDWK U SHLD B618 C&G B618 C&G SHLD - 0.015 0.02 0.02 0.02 0.02 0.015 - l;q — - 1:4 B B 1 PROFILE 1 INSET G � INSET G INSET A GRADE GRADING GRADE - 4"SLOPE DRESSING NQT Tp SCALE 4"SLOPE DRESSING �iflTES: - 14 PRdP�SED TYPICA�SECTI�N iA� BpIJLEVAR� SLQPE VARIES. 5EE CR�55 SECTION S�1EET5 189 - 2i4 F�R SLQPES, = HADLEY AVE -5�A 1052+9Q�D S�A. lU54f75 � �" PVC PIPE ❑RA1N. �EE ❑RAIl�AGE PLANS, SHEETS 189 - 21�7, FOR LOCATIOlV. >.� ;:�>. �•:�• ��: ��-_ ��: ❑ • c;{,�t,,,� �ITY QF COTTAGE GRQVE, MN 22 --- . �REu MINARY 90 IQ ,� �� � Stantec i`i PIGAL SECT?D�VS ' -1,tr A, A�]fiiI Z�, 2�16 G����E .��s ��,�,r� �� PROPas�❑ HADLEY AVENIIE IMPROVEMENTS :t`.�� �.� '_ _ - �`' F�re<.�•�AFrPyO[��I•I M^eI ;,..V=i r�_'S, rI' SAP 18�-1�7-D�4 8�SAP i$0-1 11-D�3 ��4 =VMo:_��f�• ['f C��. � ' .��l:n � �J 60' 60' ���o R� �o' � lo' R� INSET A - BITUMINOUS PAVEMENT ���� CLEAR ZONE CLEAR ZONE °�°` 8' 12' 12' 13' 13' 12' 13' 8' �� �ow° TRAIL BLVD RTL LTL MED. LANE BLVD TRAIL �m�a SHLD B618 C&G � B618 C&G SHLD 4" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 0.015 0.015 0.02 0.02 0.02 0.02 VAR.� 0.015 (SPWEA340C) - (TWO LIFTS) _ 1:4 1�4 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) _�� B B (SPNWB330B) LLo�= 1 1 1, 1� INSET B 9" AGGREGATE BASE, CLASS 5 (100% CRUSHED) INSET B 1' PROFILE GRADINGl 12" SELECT GRANULAR BORROW °Q�;Q 4"SLOPE DRESSING GRADE GRADE ��> 4"SLOPE DRESSING INSET A � � NOT TO SCALE 4"SLOPE DRESSING 4"SLOPE DRESSING PROPOSED TYPICAL SECTION 15 g5TH STREET - STA. 100+99 TO STA. 109+89.40 INSET B - BITUMINOUS PATH 2.5" TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) (SPWEA230B) 6" AGGREGATE BASE, CLASS 5 (100% CRUSHED) 60' 60' R/� 10' C� 10' R� CLEAR ZONE I CLEAR ZONE 8' 8'- 12' 4' 12' 11'- 17' 12' 4' 8'- 16' 8' TRAIL BLVD HLD LANE Z, MED. LANE SHL BLVD TRAIL SHLD 661 I C&G SHLD INSET C - CONCRETE PAVEMENT 618 C&G 0.015 1,4 0.015 0.015 0.02 TIP OUT) 0.02 B618 C&G VAR.� 1:4 B g 1� 1� 1� 1� 7" CONCRETE PAVEMENT INSET B 1 GRADING 1 INSET B 6" AGGREGATE BASE, CLASS 5 (100% CRUSHED) 4"SLOPE DRESSING INSET C GRADE PROFILE 24" SELECT GRANULAR BORROW 4"SLOPE DRESSING GRADE INSET E 4"SLOPE DRESSING NOT TO SCALE 4"SLOPE DRESSING 16 PROPOSED TYPICAL SECTION 95TH STREET - STA. 109+87.91 TO STA. 113+41 INSET E - CONCRETE WALK (MEDIAN) 39' 41' 4" CONCRETE WALK R/� 10' C� 10' R� VAR DEPTH AGGREGATE BASE, CLASS 5 CLEAR ZONE I CLEAR ZONE (100% CRUSHED) g' 4' '-6' 12'- 18' 4'- 10' 12'- 14' 2'- 10' 9'- 14' 8' TRAIL LVD HLD LANE MED. LANE SHLD BLVD TRAIL " SHLD B618 C&G SHLD 0.015 0.02 B618 C&G 0.02 (TIP OUT) 0.02_ B618 C&G ��Z 0.015 = 1;4 Z:q B - 4"SLOPE DRESSING 1' 1' B B 1' 1' ° INSET B 1 GRADING 1 INSET B � INSET C GRADE 4"SLOPE DRESSING PROFILE GRADE INSET E 4"SLOPE DRESSING - 4"SLOPE DRESSING NOT TQ SG4LE PF�flP�SED TYPiCAL SECTIDN NQTES: = 17 9STN ST�tEET- STA. 114t40 TO STA. i15+50.13 f A 1 B�LILEVAR� SL�PE VARIES. SEE CRDSS SECfIOiV SFlEEfs 189 - 214 FdR SROPES. [B Y �i" PVC PIPE DRAIN. 5EE DRAINAGE PLAf�S, SHE�TS 389 - 21A, FQR�dCATIaN. >:.. ;:c. «.�• �6: _-� � a c;{,�t,,,� �ITY QF C�TTAGE GRQVE, MN 23 _ __ . �REu MINARY 90 I� ;� �� � Stantec i`i PIGAL SECT?D�VS ' -1,tr A, A�]fiiI Z�, 2�16 G����E .��s ��,�,r� �� PROPas�a HADLEY AVENLIE IMPROVEMENTS :t`.�� �.� ': _ - �`' F�re<.�•�AFrPyO[��I•I M^eI ;,..V=i r�_'S, rI' SAP 18�-1�7-D�4 8�SAP i$0-1 11-D�3 ��4 =VMo:_��f�• ['f C��. � ' .��l:n � - 39' �1' INSET A - BITUMINOUS PAV�M�fVT _ ►�lw 1�, � 14, a/w � - ClEAR ZaIVE I CLEAR�ONE , ,'� - $' 4' . 14' 12' 12' 14' S' 8' _ _ TRAIL 6�Va SHLD LANE LANE SHLD BLVd TRAIL 4" TYPE SP 9,5 W�ARING COURSE MIXTtJRE�3,C} —6618 C&G � B618 C&G�� (5PWEA346C� - �TW� LIF-f5) a.az fl•�� O,U2 Q.R2 Q.D2 �, L].Q? 2"TYPE 5P 12,5 NON WEARIf�G C�URSE M1HTl1FtE(3,6} - 1:°�_..__-_=_---� =====�-__I:g (SPNWB3306} - '---_--- — _--= 9" AGGREGAT� BASE, CI..ASS 5 (lf]D°Iu CRiJS}1EIl) �� ��l � " 12" SELECT GRAlVULAR E30RRDW - �"S��PE DRE55I1�G�� � �—PRQFILE �. G+zAL�IIVG ��o° INSETA GRADE �GRADE 4 SLOPEDRESSING �o�o NOT TO SCALE 18 PROPOSED TYPICAL SECTION 95TH STREET - STA. 115+60.13 TO STA. 117+26 INSET C - CONCRETE PAVEMENT 7" CONCRETE PAVEMENT 6" AGGREGATE BASE, CLASS 5 (100% CRUSHED) 60' 120'INSCRIBED DIAMETER 24" SELECT GRANULAR BORROW � 13' 20' 16' 8' 27'CENTRAL TRUCK APRON LANE BLVD SDWK ISLAND RADIUS B612 C&G 1:5 (TIP oUT) ' D418 C&G B618 C&G 0.015 INSET G - CONCRETE WALK 0.01 0.02 0.04 ~ 0.02 B 1' PROFILE 1 GRADE SEE LANDSCAPE PLANS INSET C 1 4"SLOPE DRESSING 6" CONCRETE WALK FOR RESTORATION GRADING GRADING INSET G 4" AGGREGATE BASE, CLASS 5 (100% CRUSHED) AND PLANTINGS GRADE GRADE INSET C NOT TO SCALE 4"SLOPE DRESSING 19 PROPOSED TYPICAL SECTION ROUNDABOUT � � NOTES; [� B�E7LEVARD S�aPE VARIES, 5EE CR055 SECTIDiV SFiEE�S 1$9 - Z14 F�R SLaPES. _ [e) 4" PVC PiPE ORAIN. 5EE �RA�NAGE PLANS, 5HE�5 189- 23a, FQR LOCA�IQN, �• >:. ::�:�- �•:�• ��: -k ��: a t:t,�E�,,� CITY QF C�TTAGE GRQVE, MN 2� ___ �REu MINARY 90 I� � �� � Stantec i`i PIGAL SECTIDiVS ' ;Ilr �' A�]fii� Z�, 2016 C�i��E ���5 � PROPas�a HADLEY AVENLIE IMPI2�VEMENTS r•.n r� - _ "' F�re�.3.�e`"°'v�"iv+���r ;....V_���_s�.��� $AP 18{3-1�7-DD4 8�SAP i$0-1 11-D�3 ��4 =VMo:_��f�• C!' C��. � � � PLAN VIEW �g 6�� STEEL FENCE POST(T-POS�, �COMPACiED MINIMUM 5'LONG,5' I.SPACING REQUIREMENTS °��o � , ATTACH FABRIC TO POSTS BACKFILL MAXIMUM SPACING. WITH MINIMUM 3 ZIPTIES DIRECTION OF ���� �...�. •.:.I6,� 2000#CONCREfE (50 LB.TENSILE)PER POST SURFACE FLOW� 0 0 0} z p I A ' LOAD FACTOR 2.3 IN TOP 8"OF FABRIC. � DIA+12"MIN. °DIA"DENOTES OUTSIDE CLASS A STEEL FENCE POST(T-POS�, MONOFILAMENT GEOTEXTILE °o w° DIAMETER OF PIPE MONOFILAMENT GEOTEXTILE MINIMUM 5'LONG, FABRIC PER MNDOTTABLE p� CONCRETE BACKFILLTO0.5 FABRIC PER MNDOTTABLE OF OUTSIDE DIAMEfER 6'MAXIMUM SPACING. 3886d(MACHINE SLICED). � ;�� � 3886d(MACHINE SLICED). NOTE: SPACING DISTANCES WITH SHAPED BEDDING. 100' lz" ATTACH FABRIC TO POSTVJITH MAX WILL VARY,BUTARE NOT f �COMPACTED POST NOTCHES � MACHINE SLICE MINIMUM 3 ZIP TIES(50 LB. + TO FXCEED 100 FEET. �?G ' 1 TOFACEAWAY TENSILE)PERPOSTINTOPB" - BACKFILL 8"-12"DEPTH(PLUS 6"FLAP) ��,�m FROM FABRIC. OF FABRIC. =o�on � ��A` � TRENCH MUST BE COMPAGTED BY POST NOTCHES IA/9 BUT NO � � � COARSE FILTER � ESS THAN 6" + + + AGGREGATE MNDOTSPEC. LIGHT EQUIPMENT PRIORTO TO FACEAWAY ���m +++++ 3199H MOD. PLACEMENT OF STEEL POSTS. FROM FABRIC. LAY FABRIC IN THE TRENCH, °dQ � LOAD FACTOR 1.9 BACKFILL WITH NATURAL II.SIZING REQUIREMENTS: J15,J25 I UP-GRADIENT SILT �'`a�am' DIA+12"MIN. °DIA"DENOTES OUTSIDE CLASS B ACE FLOW SOIL,AND COMPACTVJITH ��>o DIAMETER OF PIPE HAND SHAPED FROM 4 DIRECTION OF SU LIGHT E UIPMENT PRIORTO FENCE AND J-HOOK J ANGULAR BEDDING MATERIAL PLACEMENT OF THE POSTS. ARE ONE CONTINUOUS ���� 15'R LINE � 6�� . � . DIRECTION OF � � 25'R � m � SURFACE FLOW � COMPACTED 29"MINIMUM � 10' 16' , BACKFILL POST EMBEDMENT .. � LOAD FACiOR1S � . � � . � . . � � � � 6� � START m z DIA "DIA"DENOTES OUTSIDE CLASS Cd �� �� � � . �� �� � � � � � � 29"MINIMUM POST DOWN-GRADIENT DIA+12"MIN. DIAMETER OF PIPE HAND SHAPED FROM FIRM � � � . � � EMBEDMENT SILT FENCE LINE AS � � I UNDISTURBEDSOIL � � � . �� � � � . �� � � CLOSEAS POSSIBLE + J15 -FOR CATCHMENT TO THE UP-GRADIENT 725-FOR CATCHMENT � 6„ �� . . �� ARFA<0.25 ACRES J-HOOK AREA>0.25 ACRES � 1 � �COMPACiED NOTE: m I �BACKFILL HEAVY-DUTY SILT FENCE INSTALLATION MEfHODS SHOULD BE USED - WHEN DIRECTED BY THE CITY. 6�� >30 DEGREES DIRECTION OF NOTE:J-HOOKS SHALL BE � DIA/9 BUT NO p� � � � �COARSE FILTERAGGREC:QTE / SURFACE FLOW USED WHEN THE SILT LESS THAN 6" MNDOT SPEC.3199H MOD. /� FENCE IS INSTALLEDATAN _ � LOAD FACTOR 1.5 NOTE: ANGLE OF 30 DEGREES OR p "DIA"DENOTES OUTSIDE CLASS G2 HEAVY-DUTY SILT FENCE INSTALLATION MEfHODS SHOULD BE USED �9 GREATER FROM PARALLEL � + " DIAMETER OF PIPE HAND SHAPED FROM WHEN DIRECTED BY THE CITY. � TO THE CONTOURS. ANGULAR BEDDING MATERIAL CONTOURS � �Cottage STANDARD DETAILS �nslae��s�om: �Cottage STANDARD DETAILS �nslae��s�om: �Cottage STANDARD DETAILS �nslae��s�om: �Cattygy STANDARD DETAILS �nslae��s�om: � Grovee BEDDING METHODS FOR RCP 7AN 2019 GtOve MACHINE SLICED SILT FENCE 7AN 2019 GtovO STANDARD SILT FENCE 7AN 2019 Gtove ]-HOOK SILT FENCE 7AN 2019 �:.e aaea�ee�mv.�n n ee OR DIP �e.�aaea av�m ea�n "^ere,ia. ewmoennneee w^ere,raea�ee�ma:aevnee� � Stantec COTTAGE GROVE,MINNESOTA BED�z � Stantec COTTAGE GROVE,MINNESOTA ERo�l � Stantec COTTAGE GROVE,MINNESOTA ERo�z � Stantec COTTAGE GROVE,MINNESOTA ERo�4 � 48_BED2.DWG 48_ER0I.DWG 48_ER02.DWG 48_ER04.DWG O ANCHOR TRENCH(SEE DEfAIL EXISTING o AND NOTES BELOV� p�qN CURB OVERFLOW IS%OF ' OVERLAP END JOINTS 2"X 9"HORIZONTAL THE CURB BOX WOODEN LATH SHALL BE o MINIMUM OF 6"ANDSTAPLE MEMBERS CONTINUOUS IGHT N NAILED SECURELY TO THE J�GJ O�... m OVERLAP AT 1.5'INTERVALS. AROUND TOP AND BOTfOM. oO��COJ�o�OU ODOo00000 e POST MEMBER TO SECURE o FILTER FABRIC. FASTENED TO FACH POST OoOoC� USING 2-20D COMMON NAILS � o 0 m 2"X 9"X 2.5'LONG MONOFILAMENT GEOTEXTILE o OI '� WOOD POSTS,8 FABRIC AS PER MNDOTTABLE ��O nOn O� m SURFF�� REQ'D. 3886d(MACHINE SLICED). PROPOSED CURB �OobOob-nOO�nO O nO qCF�N� � ADDITIONAL 8-10"OF FABRIC "'�r•�QbQ�Qb(�Q o �O�y FLAP AT BOTTOM OF BOX n Q� CG�32 OSVB(DEP�E D�ING ONACASTING TYPE) HIGH FLOW INLET PROTECTION CURBAND o GUTTER MODELS,OR CITY APPROVED EQUAL. - � =DIRECTION OF SURFACE FLOW DEFLECTOR PLATE ° OVERLAP w STAPLE DENSITY SHALL BE A 8-12"MINIMUM DEPTH 1 1 2"WASHED i m MINIMUM OF 3 U-SHAPED 8", LONGITUDINAUOINTS � OVERFLOW IS/OF THE 11 GAUGE METALSTAPLES PER MINIMUM OF 6" GRAVEL FILTER CURB BOX HEIGHT o � SQUARE YARD(THIS MAY VARY AS AGGREC:QTE � OVERFLOW ATTOP m DIRECTED BY THE CITY). BASE uv Vv OF FILTER ASSEMBLY 8-10"FABRIC FLAP-BURY O��� � ��� O �m I UNDER ROCK TO PREVENT � �Z CURB m o � UNDERWASHING �O oO���p�p �po Opo O On� OpO�O G� � o `�fQ : �?w 1 1/2"WASHED � �" � q "� � $ '� m ROCK 1'DEEP X - ANCHOR TRENCH 1'T0 3' 1'VJIDE 1 °�° 1.DIG 6"X 6"TRENCH � STEEL J �..' . m 2.LAY BLANKET IN TRENCH � PLATE - 3.STAPLE AT 1.5'INTERVALS �` 6^ �. \ °°� 9.BACKFILL WITH NATURAL SOILAND COMPACT NOTES: `AGGREC:QTE 5.BLANKET LENGTH SHALL NOT FXCEED 100' � � L � CONTRACTOR SHALL CONSTRUCT SILT BOXTO FIT BACKFILL FILTER ASSEMBLY m WITHOUT AN ANCHORTRENCH � 6 I AROUND THE INLET STRUCTURE VJITH 6"MINIMUM IN PLACE °o CLEARANCE TO EDGES OF STRUCTURE.SILT BOX CATCHflP,SIN DIAMETER, u w 6"ON-GRADE Mm � TO BE PLACED ON AN EVEN SURFACE 6"BELOW � � � 10"AT LOW POINT e e STRUCTURE OPENING.TOP OF SILT BOXTO m o EXTEND 18"MINIMUM ABOVE FXISTING GRADE. HIGH-FLOW FABRIC _ �Cuttxge STANDAJtD DETAILS i+,Re,i��, ��t�e STAN6ARD��TAILS sAe.sirn �CuElage STAN�]AR�DETAILS i.�,HF;L'I�ti �Cottage STAfUDAitQ DETAILS iv,a�.:si:n Grave .nn a�i•� GiOVC �AN enw Grove ,.+rr_nia Gtnve ,,n a�i�� EfC05'C�(�{CC1!tli�OL9r-ANY.ET ISiLET PROTECT7C1fy SILTBLIK IiJLET F[CaTECT10Pi HC�GC 3SJL�T pkOTECTIDfPCAiCIi _ `"••.yu....�"•+'•��:.:•r IfdSTALIAP.CSYJ +.. ...�.e•"' '�""" F�RCAT�Nf3a51�J �•�•.. ...:.,��.-� '�- FiLTERfORCRTCf+BP.5IW �..r,��.-•T.w� "• e,�sir��rsE�r - - � Stallt$C COTTAGE GRaVE, MIiVNESfl�A ER�S �$���C CpTTAGE GRO1/E,MINN�5aTA ER0�7 �2S�17tBC C�TTA�E GRaVE, h'iINi�E5�TA �RQ 8 �S�r1t@C C�TTAGE�RQVE,MINNESOTA ERa9 .- i�ER05.�N9 w_[ao�.owc +�[r�ee.owc +��Ros�owc - •.Y ;:[.�' :t.f�rF' . �.:F a i;r��F,�,� CITY D� CaTTAGE GR�V�, MN - ,,., �'RELTMINARY 90 I� � � ' � S�ai'it@C GpfJSTRl1CTl�hi�7ETAlL� 2� ' ;IIr A�]fiiI Z� Z�1� G���VE , � ��.:�•�s.�:..� rp1�AGE CaRQYESTANbARG d�AILS HAdLEY AVENUE IMPROVEMEPlTS .�e•.�er .cr� -„ � I �' Fridc ar�A Fro3P�r�t•I ry^e� S..��:I.r�•.55��� """'"" �'�• ...„„_��...; ,;� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � '^"��� PRECAST INVERT MUST BE 1/2 DIAMEfEROFTHE GROUT BOTTOM OF MANHOLETO 1/2 PIPE AND BENCHES SLOPED 2'TOWARD THE INVERT. DIAMETER AT PIPE AND SLOPE GROUT o�Q , o�Q� �� 2"TOWARD INVERT. � �S CASTING A B "�p o / R1692B D" 7" MANHOLE STEPS SHALL BE PLACED 0 0 0� / CE Rll55G 27" 7" FLOW SO THAT OFFSET VERTICAL PORTION o�pr , W o ,�, �SV�FP OF CONE IS FACING DOWNSTRFAM. \o � / pJ p ��j \!y � P O�OU O ' CASTING A B OO OO OO OO O MAN HOLE STEPS SHALL BE PLACED O O�O�O� Sp, SO THAT OFFSET VERTICAL PORTION R1692B 27" 7" OO��O��O��O �FNG INI�j OF CONE IS FACING DOWNSTRFAM. STORM SEWER SHALL BE RCP. _°�G OO�OO�OO�O � �" UM � NEENAH FRAME AND PLATEN LID OR NO BLOCK STRUCTURES ARE ALLOWED. ��_wm =o�on INSTALL SILT � �Q�Q�pQ�pO p P�GN EQUAL,LETTERED"SANITARY SEVJER" NEENAH FRAME AND PLATEN LID OR Q o Q 4Q FENCE ROCK-6"MINIMUM DEPTH O O O , O O O O WITH 2 CONCEALED PICK HOLES. P�N EQUAL LETTERED,"STORM SEVJER", �om' WOODCHIPS-18"MINIMUMDEPTH �0���0�0� o pP O�O DO DO�O� WITH 2 CONCEALED PICK HOLES. p n}Q OO�OO�OO�OO� m 1 MINNIMUM OF 2",MAXIMUM OF 12" MINIMUM OF 2",MAXIMUM OF 12"OF � OF HDPE ADJUSTMENT RINGS m� HDPE ADJUSTMENT RINGS.WOVEN FILTER '`a�am' OpOOp�Op � o WASHED ROCK OR �p X x FABRIC SHALL THEN BE WRAPPED WOODCHIPS PER ¢ %� � w� "q" � „A„ AROUND HDPE RINGS.CONCREfE COLLAR SPECIFICATIONS ZMVM = w - SHALL BE PLACED AROUND FILTER FABRIC. �a p MIN a c MANHOLESTEPS,NEENAH R1981J Q � I Z -(t� � � MANHOLE STEPS,NEENAH R1981J �nR� �z OR EQUAL,16"ON CENTER. a z OR E UAL,16"ON CENTER. � 18"MINIMUM CUTOFF BERM � ALUMINUM STEPSAPPROVED. � � ALU 4NUM STEPSAPPROVED. TO MINIMIZE RUNOFFFROM - _ ' SITE Q ALLJOINTSIN MANHOLETO - HAVE"O"RING RUBBERC:QSKETS P - VARIES VARIES ALL JOINTS IN MANHOLE TO HAVE ' 12"-16" VARIES' PRECAST INVERT REQUIRED. 12"-16" �� 'VARIES °O"RING RUBBERC:QSKETS a \ PIPE SHALL BE CUT OUT FLUSH m \ PIPE SHALL BE CUT OUT FLUSH WITH INSIDE FACE OF WALL. 5" w WITH INSIDE FACE OF WALL. � \ NOTES: KOR-N-SEAL MANHOLE OR EQUAL a 1.FILTER FABRIC SHALL BE PLACED UNDER ROCK CONSIDERED ACCEPTABLE ALTERNATE. � DOGHOUSES SHALL BE GROUTED BOTH ' � TO STOP MUD MIGRATION THROUGH ROCK. � 2.FILTER FABRIC IS NOT REQUIRED UNDER ALL DOG HOUSES SHALL BE GROUTED INSIDE AND OUTSIDE OF MANHOLE. WOODCHIPS. ON INSIDE AND OUTSIDE. KOR-N-SEAL MANHOLE OR EQUAL � INSTALL BIO LOG. 3.ENTRANCE MUST BE MAINTAINED REGULARLY TO •�• � COMPOST,SiRAW OR WOOD FIBER 12" PREVENT SEDIMENTATION TRACKING. I I F�� CONSIDERED ACCEPTABLE ALTERNATE. � DL4.ROLL ENCLOSED IN POLYPROPYLENE SECTION --I f-� NETfING OR A GEOTEXTILE H.4G. 'DETERMINED BASE ON PIPE SIZE SECTION 'DETERMINED BY PIPE SIZE � �Cotta e STANDARD DETAILS �As1ae��s�oN: �Cot e STANDARD DETAILS �As1ae��s�oN: �Cotta e STANDARD DETAILS �As1ae��s�oN: Cottage P �6 B STANDARD DETAILS �nslae��s�om: Giove ]AN 2019 Grove ]AN 2019 Grove ]AN 2019 � �hee'' p y Pe DITCH CHECKS neR y CONSTRUCTION ENTRANCE kneR.i1e y SANITARY SEWER MANHOLE �'TIa�e STORM SEWER MANHOLE 7AN 2019 a ee,g ea�n ROCK AND WOODCHIP .a�ae��ea`n 'y�p.e,mea Qae n e� � Stantec COTTAGE GROVE,MINNESOTA ERo-11 ie5tantec COTTAGE GROVE,MINNESOTA ERo-1z Stantec COTTAGE GROVE,MINNESOTA SAN�1 � ePmP P���� � � Stantec COTTAGE GROVE,MINNESOTA STo-1 P 4B_ER011.DWG 48_ER012.DWG 48_SNJI.DWG O 48_ST0I.DWG o�, GROUT BOTTOM OF MANHOLE TO 1/2 29"X36"SLAB OPENING FOR NEENAH �DIAMETER AT PIPE AND SLOPE GROUT 29"X36"SLAB OPENING FOR NEENAH 0 2"TOWARD INVERT. R-3067-V(R-3067-VB AT LOW POINTS)R EQUAL(R3067-VB AT LOW 3'-0" � � � POINTS)OREQUAL � o DIMENSION FROM BACKOFCURBTO NOTE:VANEGRATE DIMENSION FROM BACKOFCURBTO SHOWN CASTING A B � 1 CENTER OF PIPE. � o / 0 1 CENTER OF PIPE.9'DIA.MH 9"IN I � N � R1692B 27" 7" � I 9'DIA.MH-9"IN FROM flP,CK OF CURB FROM BACK OF CURB 5'DIA.MH-3"IN 5'DIA.MH-3"IN FROM flP,CK OF CURB m I MANHOLE STEPS SHALL BE PLACED � / FROM BACK OF CURB 6'DIA.MH-3" / 6'DIA.MH-3"BEHIND flP,CK OF CURB ° BEHIND BACK OF CURB 7'DIA.MH-9" N 50 THAT OFFSET VERTICAL PORTION 7'DIA.MH-9"BEHIND flP,CK OF CURB � ���������� � m OF CONE IS FACING DOWNSTRFAM. BEHIND BACK OF CURB 8'DIA.MH-15" -- 8'DIA.MH-15"BEHIND flP,CK OF CURB - BEHIND BACK OF CURB FACE OF CURB ° STORM SEWER SHALL BE RCP EENAH R-3067-V CASTING(R-3067-VB DIRECTION OF FLOW '^ NEENAH R-3067-V(R-3067-VB AT LOW AT LOW POINTS OR E UAL m NOBLOCKSTRUCTURESAREALLOWED. � � 4 � POINTS)CASTING OR EQUALVJITH VANE MINIMUM OF 2",MAXIMUM OF 12"OF HDPE � PLAN GRATE. PLAN PLAN ADJUSTMENT RINGS.WOVEN FILTER FABRIC NO BLOCK STRUCTURES ARE ALLOWED. NEENAH FRAME AND PLATEN LID OR MINIMUM OF 2",MAXIMUM OF 12"OF 3"RADIUS m EQUAL,LETTERED,"STORM SEVJER", 3"RADIUS SHALL THEN BE WRAPPED AROUND HDPE HDPE ADJUSTMENT RINGS.WOVEN FILTER STORM SEWER SHALL BE RCP PLAN o � , FABRIC SHALL THEN BE WRAPPED J RINGS.CONCRETE COLLAR SHALL BE PLACED _ WITH 2 CONCEALED PICK HOLES. - AROUND FILTER FABRIC. o m AROUND HDPE RINGS.CONCREfE COLLAR - ' o = �o � � n. iO � °� CATCHflP,SIN CASTING NEENAH MINIMUM OF 2",MAXIMUM OF 12"OF 6"PRECAST REINFORCED CONCREfE SLAB. - SHALL BE PLACED AROUND FILTER FABRIC. VARIES R-3067-V(R-3067-VB AT LOW HDPE ADJUSTMENT RINGS.WOVEN FILTER VARIES P >t �.. 2"-16' TOP OF BARREL SECTION UNDERTOP SLAB 12"-16' � TOP OF BARREL SECTION BELOW TOP SLAB POINTS)OR EQUALVJITH VANE � ^q^ FABRIC SHALL THEN BE WRAPPED TO HAVE FLAT TOP EDGE SFALED VJITH 2 TO HAVE FLAT TOP EDGE SFALED VJITH 2 GRATE 3"RADIUS CURB BOX. m w , AROUND HDPE RINGS.CONCREfE COLLAR GRATE TO BE 1"BELOW BEADS OF RAMNEK OR E UAL. BEADS OF RAMNEK OR EQUAL. p � c SHALL BE PLACED AROUND FILTER FABRIC. 4 VARIES GUTTER GRADE. 10' Q � VARIES qLLJOINTSIN MANHOLETO HAVE MINIMUM OF2",MAXIMUM � MANHOLESTEPS,NEENAH R1981J TRANSITION FACH SIDE � "O"RING RUBBERC:QSKETS PRECAST CONCREfE SECTION OF 12"OF HDPEADJUSMENT OF CATCHflP,SIN. o = OR EQUAL,16"ON CENTER. X w w v� DOGHOUSES SHALL BE GROUTED ON BOTH RINGS. WOVEN FILTER TOP OF CURB Q ALUMINUM STEPS APPROVED. ¢ DOGHOUSES SHALL BE GROUTED ON BOTH x VARIES a THE OUTSIDE AND INSIDE. FABRIC SHALL THEN BE �°m � ¢ THE OUTSIDE AND INSIDE. � � ¢ WRAPPED AROUND HDPE �0 12"-16" 'VARIES ALLJOINTSIN MANHOLETO HAVE m > MANHOLESTEPS,NEENAH R1981J OR m � MANHOLESTEPS,NEENAH R1981J OR RINGS. CONCREfECOLLAR m "O"RING RUBBER C:QSKETS. EQUAL,15"O.C.,ALUMINUM STEPS EQUAL,15"O.C.,ALUMINUM STEPS SHALL BE PLACED AROUND 29"X 36" - w APPROVED. APPROVED. FILTER FABRIC. PRECAST g�� VARIES °o w PIPE SHALL BE CUT OUT FLUSH a STORM SEWER SHALL BE RCP. m � .Q 9" � 3"GROUT 3'-6"MIN a NOBLOCKSTRUCTURESAREALLOWED. � � ) ' � WITH INSIDE FACE OF WALL. �-I 6". a NO BLOCK STRUCTURES ARE ALLOWED. DOGHOUSES SHALL BE (q'-6"MAX `o o I GROUTED ON BOTH THE � �� STORM SEWER SHALL BE RCP [" m"' DOGHOUSES SHALL BE GROUTED BOTH ` � � = INSIDE AND OUTSIDE. o' INSIDE AND OUTSIDE OF MANHOLE. � ��6". SECTION �m � � KOR-N-SEAL MANHOLE OR EQUAL SECTION . . . . . SECTION CONSIDERED ACCEPTABLE ALTERNATE. GROUT BOTTOM '° 'D E T E R M I N E D B Y P I P E S I Z E SECTION�NO DRAIN HOLES _ �Cw�tiuge STAN�]ARD LIETAIlS iu-ar.ssirx �C�ttage STAN6ARD�FTAILS �:e,sirn: �Cuttage STAN�AR�DETAIlS L.1�-HF;L'I�ti �Cuttsge STAfVDl�r2Q DETAILS iv,a�.:si:n Gro�e w.nw Grove n� � nN enw GrnVe .+n_nia Grove n i�i.� STDRM1f SEWER71JI�:l1Of� �:. C�16ASf d hi4idHOLE CATCF+&451Fi h�AWHOi.EVJfiNSLMF� CAiCk0A51�d F1RIiHOLE °'+...:r..nr.r..::.7..� �+,..e.,...�.,,�e.*.� '�.. � - 'M.....--r.,w.-in�.. _ - � Stal7teC C�TTAGE GR�11E,1�7INNESdTA S7o-2 �$��e� CdTTAGE GR�VE,MINN�54TA 57015 � Sta17��G C�TTA�E GRaVE, h'iIf�NE507A � ST4-6 ���n�� PI �5� G17TTAGE�RQVE,MINNESOTA STo-7 .- +�srn�v�c ea_sras.vwc �srua.vHc ���rQ7.o�rc - '.Y ::[�' :..f�rF' . •-F a t;t,�F,,,� CITY a� CaTTAGE GR�V�, MN _ ,_, �'RELTMINARY 90 I� � � ' � S�ai'it@C GpfJSTRl1CTl�h3�7ETAlLs 2� ' ;IIr A�7fiiI Z� Z�1� G���VE , � ��.:�•�s.�:..� r01�AGE CaRQYES7AN�ARG d�AILS HA�LEY AVENUE IMPROVEMEPlTS .�e•.�er .cc -�, I �' Fridc ar�A Fro3P�r�t•I ry^e� S..��:I.r�•.55��� """'"" �'�• ...„„_��...; ,;� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � J PRECAST INVERT SHOULD BE 1/2 B ��o DIAMETER OF PIPE AND BENCHES SLOPED 1 9 °.��0 2"TOWARD INVERT. _�, � COURSE FILTERAGGREC:QTE 1' MNDOT 3199.2H WRAPPED IN ��� �— RIPRAP FILTER FABRIG o�o� SEE CITY PLATE NO.STO-15 FOR RIPRAP PLACEMENT. � I 9"OR 6"PVC PERFORATED PIPE Qo�� � � 4> .: . . ... . ... .. p�wm nx Q '�`° '�� 9J5" A � A .�. .�. 6° �. O�O°O�Z�� ��Q$O��up� � BACKFILL °p�° a °O O Oo� O AGGRECQTE � m�_ _— — ��� �n�yOO O ��0�(t��$OZ�'— — ' - aG � • e � � � ANCHOR CLIP �IA� �OO��p� O��°p STREEf �_� PLAN-INVERT � Q o��tl �v O � �OO O��"p0� SUBGRADE � NEENAH R9392 CASTING OR EQUAL 1� °p�°OD ����$D�O�0�0�O a15„ TOP VIEW q B 6„ O Oo�Oo� O O � o�� GRATE FRAME ��- SD � Q�io� NO BLOCK STRUCTURES ARE ALLOWED. A RIPRAP REOUIREMENTS STORM SEWER SHALL BE RCP 2 3'-0" ��>o FOR 6'DIAM.MANHOLEAN 8"PRECAST - SLAB IS REQUIRED. CONCRETE STOOL GRATE FRAME 12"TO 18" 8 TO 12 CY CL.3 PLAN NOTE:FILTER BLANKEf "PRECAST REINFORCED CONCREfE MANHOLE 21"TO 33" 19 TO 20 CY CL.3 �o�oa TIE LAST 3 PIPE JOINTS. REQUIRED UNDER RIP RAP. TRENCH DETAIL RAM-NEK SFAL 36"TO 98" 23 TO 38 CY CL.3 > 9z�� SLAB WITH#9 BARS AT 5"O.C.FACH WAY USE 2 TIE BOLT FASTENERS m OR EQUIVALENT � 59"AND UP 62 CY AND UP CL.9 33.5' AND 2-#9 BARS AT ALL SIDES OF OPENING. PER JOINT. INSTALLAT Q , I�—I TOP OF BARREL SECTION BELOW TOP SLAB 6„ 60°FROM TOP OR BOTTOM (ONE CUBIC YARD IS APPROXIMATELY 2,800 LBSJ � = I TO HAVE FLAT TOP EDGE SFALED VJITH 2 OF PIPE. _ BEADS OF RAMNEK OR EQUAL. PROVIDE 3 ANCHOR CLIPS TO FASTEN 2' RIPRAP 1/9"0 HOLE m VARIES 29�� MANHOLE STEPS,NEENAH R1981J OR EQUAL, TRASH GUARD TO FLARED END SECTION. _� TYPICAL 16"ON CENTER.ALUMINUM STEPSAPPROVED. MINIMUM 3' 12"-16" zp HOT DIP GALVANIZE AFfER FABRICATION. Q —� MANHOLE STEPS SHALL BE PLACED 50 THAT ANCHOR BOTH SIDES. 1 UNDER F.E.S. ' OFFSET HOLE IN TOP SLAB IS FACING � �'��' FILTER MATERIAL ' w *VARIES DOWNSTRFAM. STORM SEWER SHALL BE RCP. (MNDOT 3601.2B) � a R�P SECTION A-A �GEOTEXTILEFILTER 90� PIPE SHALL BE CUT OUT FLUSH ISOMETRIC TRASH GUARD SIZING BLANKET TYPE III m � WITH INSIDE FACE OF WALL. PIPE SIZE BARS H' BOLTS 160° RIPRAP � DOGHOUSES MUST BE GROUTED 12"-18" 3/9"0 9" 5/8" ,� m� 21"-92" 1"m 6" 3�q" ti e , .. ., BOTHINSIDEANDOUTSIDE. 98"-R" 11/9"0 12" 1" PIPEDETAIL - FILTER MATERIAL � � � SECTION B-B�GE TEXTIOLE FI TER) SECTION *DETERMINEDBYPIPESIZE BLANKETTYPEIII � �Cottage STANDARD DETAILS �nslae��s�om: �Cottage STANDARD DETAILS �nslae��s�om: �Cottage STANDARD DETAILS �nslae��s�om: �Cottage STANDARD DETAILS �nslae��s�om: � Grove OFF STREET CATCHflP,SIN VJITH 7AN 2019 GiOve FLARED END SECTION AND 7AN 2019 GiOVC RIPRAP AT OUTLETS 7AN 2019 GiOve PVC PERFORATED PIPE 7AN 2019 k'':m a�ee�mveaivneec kr,e,� ae�e�.ai ne kr,e.., ae�mnertyneee k''ere.aaea�ee�medo ne CONCRETESTOOLGRATE „Qa� TRASH C:QURD �'tlStantec COTTAGE GROVEE MINNESOTA STo�9 �tlStantec COTTAGE GROVE,MINNESOTA STo-14 �eSt�Clt@C COTTAGE GROVE,MINNESOTA STo-15 � Stantec COTTAGE GROVE,MINNESOTA STo-v � 4B_ST09.DWG 4B_ST014.DWG 4B_ST015.DWG 4B_ST017.DWG � NOTES: NEENAH R-3067-VBCATCH flP,SIN CONCRETE SLAB SHALL BE 7"THICK, � � FRAME AND GRATE. SHALL BE 1.ALL NEW AND EXISTING WATER AND SEWER SERVICE LOCATIONS SHALL BE CONCRETE APRON SHALL BE CONSTRUCTED z z FURNISHED WITH CURB INLEf BOX MARKED IN CURB AS SHOWN. STAMPING OF SERVICE LOCATIONS SHALL BE O O tl 3/9"PER FOOT ON 6"COMPACTED CLASS 5 GRAVEL flP,SE � AND 3"DIA.FRONT FACE AND 9" ° CONSIDERED INCIDENTAL TO THE PRICE OF CURB. z z O m 2.W'S AND S'S NOT PLACED BY SPECIFIED STAMPVJILL NOT BEACCEPTEDAND (SEE SPECIFICATIONS) CONCREfE CURB O p J �O MAXIMUM OPENING. 18" VARIABLE TO R W OR BACK OF S W WHICHEVER IS GRFATER AND GUTTER z o THAT SECTION OF CURB MUST ME REMOVED AND REPLACED. � a a w OOOO HIGH DENSITY POLYETHYLENE(HDPE) STAMP"S"IN THE FACE OF (SEE PLAN) (SEE PLATE STR-1) THE CURB IN LINEVJITH I � w w � O ADJUSTMENT RINGS.MIN.OF2",MAX. m CLEANOUTLOCATION VAR I A B L E G R A D E, a . a '��. ��.• _} O F 1 2". W O V E N F I L T E R F A B R I C T H E N o STAMP"W"IN THE FACE OF CURB IN PERPENDICULARTO THE ' J w SHALL BE WRAPPED AROUND ENTIRE LINE WITH CURB STOP LOCATION, a•�� ���, > SYSTEM AS SPECIFIED.CONCRETE ' CURBLINE. :�p� ��n COLLAR REQUIRED AROUND WOVEN ° PERPENDICULAR TO CURBLINE � � a •�' a � , • � , • ,`� � ,o � ,.,,° �� a FABRIC ON ALL CATCH flP,SINS. o' .. .5 �. . p�n ... . :' o . .. W .. ...1 a w .: • : n 7"CONCRETE PAVEMENT SECTION 6"CONCRETE PAVEMENT •.,. �. ���' ,� A CONCRETE COLLAR SHALL BE � ' � PLACEDAROUNDFILTERFABRICON I "CLASS 5 QNCIDENTALTOAPRON) �' CATCH BASIN STRUCTUREVJITH� m `6"CLASS 5 flP,SE 100%CRUSHED �, TOP SLAB OR 2'X 3'BOX. � ALL STORM SEWER STRUCTURES ° B6-12 INCIDENTALTOAPRON pRpA •�.� m B6-18 s SECTION A-A F,p� •.� � o `!'� . � � <IiyF NEENAH R1692B MANHOLE FRAME WOVEN FILTERFABRIC w � � S,S Sj� qND COVER. SHALL BE FURNISHED m � � � F�Yq� o � WITH 2 CONCEALED PICK HOLES AND o � POUR CURB INTEGRAL PAYMENT ARFA BY � �O,Q � STAMPED"SANITARY SEVJER"OR WITH CONCREfE SLAB A SQUARE FEEf CQ IZ �I�N "STORM SEVJER". m' o�o�o�o�000 e MI�, G � SURMOUNTABLE �� HIGH DENSITY POLYEfHYLENE 00000000000 �i '91' (HDPE)ADJUSTMENT RINGS. mw o 0 0 o m VA,� '� MIN.OF 2",MAX.OF 12", c�p 5„ z8, � O BONDED TO THE STRUCTURE, W "S"STAMP "W"STAMP � M'9.�- �i,y CONCREfE PAVEMENT CASTING,AND EACH OTHER BY a p DETAIL DETAIL pFNl�'G�� CO CRETE CURB AT FILT R FABRIC`TH N SHOALL BE 9" q" A EXPANSION JOINT(TYP)� THIS POINT WRAPPED AROUND THE ENTIRE m l�z„�� l�z„�� SYSTEM AS SPECIFIED. °0 I I I1, I I I1� NOTE: CONCRETE COLLAR REQUIRED AROUND � I � � ISOMETRIC CONTROL JOINTS IN CONCREfE CURB ' u �� N z� NOT TO FXCEED 10'SPACING � . WOVEN FABRIC ON ALL STORM SEVJER l�z 2 2 3" l�z �� P�N THROUGH DRIVEWAY SECTION. MANHOLE STRUCTURES. u° MANHOLE STRUCTURE VJITH TOP SLAB OR CONE SECTION. M° NO SCALE NO SCALE _ ��utf;�e STAN�AJtD DETAILS i.�,Re,i�z, �C�t�ge STAN6ARD�FTAILS �Ae,sirn: ��t�e STAN�ARD DETAILS L•1�-HF;L'I�ti �Cuttage STAfVDAit�DETAILS iv'a�.:si.-n Grnve WRTER Rf�O SEL'�ERS�ViCE ����'� GroVr CpSJCRFfE�1`,�IVEWAY kP2C1h! ` nN�01'� �`f�re C,?hlCR�TE R�SIQEWRAL ''�j-0�a C'n� G4TCFS6J45Ih!RI40 f�tA�J!10LE n eui� �".• -�'•m.•�•` L.00AP.OPJSTAMQf[dCi1R0 �"•--=r.•or".•r�•�• COh1F�ERCEP� •''•.....=o��•-"�°•••^ QRIVEWRti�RPu.t11d "0^-�:�..a"•m�"��,`. AR1USTn1EiJT - - �,�tal'FtgC COTfAGE GRaVE, P'iINNES�YA STR-IZ �$���C CpTTAGE GRflVE,MINN�54TA S7R 18 �'S�1'�BC C�TTA�E GRdVE, h'iIN�VE5�TA STR-S9 ���r1t@G C�TTAGE�R.QVE,MINNESOTA STR-2; . i8_SIR17.�G i�51fti8.OWG A�SRi1Y.Gwf: - '.Y ::[.". :t.frrF• . - �.:F a �?�L� �,{,�F,,,� � C1TY D� CaTTAGE GR�V�, MN - '.;;,, ,:., �'RELTMINARY 901� � �' S�ai'it@C CpfJSTRl1CTI�hs�7ETa.�Ls 27 - A�7fiiI Z� Z�1� `x� G��}VE • � ��.;�.^� �:^ r01�AGE CaRQYE STAN�ARG d�AILS HA�LEY AVENUE IMPROVEMEPlTS ��r•.�er .cr� -;, = _ I �' Friee ar�A FroyP�r�t•I ry^e� S..�:i.r�•.55��� """'"" �'�• ,..„„_��...; ,;� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � ���"' NORMAL B618 � 10'DRAINAGE&UTILITY FASEMENT 3� FIBERGLASS ITYDRANT FLAG(HYDRAFINDER)TO BE FIBERGLASS ITYDRANT FLAG(HYDRAFINDER)TO BE p- CONCREfE CURB � TYPICAL ATTACHED TO HYDRANT WITH AN FXISTING FLANGE ATTACHED TO HYDRANT WITH AN FXISTING FLANGE °'�S AND GUTTER BOLT TOWARDS THE BACK OF THE HYDRANT. .��o MULTI- BOLT TOWARDS THE BACK OF THE HYDRANT. �o� CONDUIT BOTTOM FLANGE OF - � CROSSING BOTTOM FLANGE OF ��a� HYDRANT TO BE °� IGHT-OF-WAY LINE HYDRANT TO BE Q o w m ABOVE GROUND A ABOVE GROUND A o��o EXPANSION 5' MINIMUM DISTANCE TOP 5� MINIMUM DISTANCE w w CENTER OF 5'MAX.WIDTH TRENCH FOR TOP p p JOINT OF 2". OF 2". CAN,TELEPHONE,ELECiRIC&C:45 � �m�Q (NOTE:ALL UTILITIES IN SAME TRENCH) � _ z I I o Qo NOTCH GUTTER SECTION � TYPICAL _ _ - - - - a�G AS NECESSARY TO �n �. CITY I - �- � 0 LLo��n ELIMINATETAPERS a ��. ��. � CONDUIT � IN.2" � �� �� TYPICAL I BACKFILLTO STREET CENTERLINE SINGLE I BACKFILLTO BE TAMPED � � �� BE TAMPED a om CONDUIT z z 3' COURSE FILTER � �4� CURB&GUTTER(TYPICAL) CROSSING I 3 I � �'i Q�`am' � COURSE FILTER - �AGGREGQTE PER - MAWIipLE TYPICAL PRIVATE . . - � I �w a QLaI!Vi`W � A;.,I,kEG4TE PEP. A7idWT SA�C 31•1y.�H. - IIiILIFY LACEhfEIR I c" � Mf100T SPEC 31•19.;H. ,Y �� COVER Wi7si MIP�IMIJh! . CASTII+G I�OTE. ' COVEf1 WITry M1ryiMUM �' 1������ � 9 P11L TFsICF:PlE55 c`!(IR1�'IG MEGALl1GS(T1T.f •1 Mll T`IICRI�:55 1 � POLY�711YL.SYE. CG71TT�.ACTbR SNALL TFkl7RfkIGNLY p�a�E GRWFI�VT313T1'CiQ%E$5l1ALL � �� 1 I� FI�fISM GR7�UE �,.- MEGAl.I1G5 l _ CLCAN TyE F1APiNOLt LIbAF{pt,o,CS7h�G 6E LaCATFO TO ALLOL'J F{1R 3,U'CI.EAR 7yp_,7-pq fi-F.y� '� °OLYETrYLEI;E. n,P 'p A55l1R[RWA7ERTC+175cAL `�J� � 2DI3E=DRSI�EYIALa5AfiQTR,qILS CDP1DIl7r- SC.IEDIILE�(] �� �� { ] - � - . rd Q e LGf1LYJE7 f .. � �` _ C6f+CFE7E TNRIJSf El[PRNSlQfJ � I 5'VICKIpcf•! VR4IA0LE 1 .. �; -_.._..� ...� rD(iCR�E rHFUST . . '�-� 1 BLOCK Sp1fJT � FEtJCE PD57 MIh1iMUN �c � / 01_GCI�: ����1 ,, � .. 1 ' 2-nA RE[34R5 � VkRIES 2� 'i'�F.FTN �l j� J tl"CONCRETE GL0�1- I '`H�.COi�CRE7C 6LaK ! T1E ALL F177If71a5 WC'f7-I P R O V I G E�G I7 C H 1 C T 7 V f fY S T R A P(T Y P,] �� ftC�iE EpCHSIp'cpF MIII.OrTW0.3!`t" PRbYIbECtliIWC1V]TY 4 MIIY.1/16"K7(�i"WlOEFLATCC�ppERSTRIP �" PG1'h�E��T F�]R THE Tltl.HSriSCICd qRC�I�P�p �p,�,cn�y�, 1 , LqCATIQPJ �� [TJAM.GAWAf�IZc� aTl2pp(tY�P,).�11ry1A1U�; T7E A�L FSTTIPiL3 YlITH MIPI.OF g SRfiIiA�.I'F1Rf�NGILES LYI�L SE I�dL]REfTrRL C1TY T'JP1Cy,L]2" RPDS N M`cGALU45 1/16"7L±/V"VfICE rL4T T}'IU 3h1"OfAM G0.LYAIJIZEG � 7[7 TriE�IG i1�Ji7 AR1C€F'flR[3fi]S I�JR6 7YPICAL�1"pVC � �pN��T St�ARA71Gfl PER CpFPER STRIP. RODS&MEGALIIGS. LOCATSDN GF TP.AIJSIfIOP�15 VAFtIAIiLE SGiED11LE 9tl IRI7UHE USEI EA(.N CIXJIqJIT �,�pT� I'iDTCsi� �= � %�� I 7REf1Ch CRO55 t,HYpRR1fi 5HALL FE WATERCAIS FACER-\'l867d5G l.HYDRAPlT SNA�4 BE WATEftUl15 PACER-yy9b'-dSU � -PUC cP1D C4py SECTiOPi�.T 2.ALL Q.i.P.Y/AiERMAif��HAIL HE 1'/RApPEU Wi7H ri P11L PLASTiC IIiCLU�IIIr FLL 2.ALL p.I,P.Y/ATERMAIPI SHALL 6E WRAPFE�WI7H M RIL PLASTIC iP�.^A11I71��IG ALL E%'4[d5?L1:d- CORUUli P�IECHAfl1CAL JOIPJTS. ALL D.I.P.SHALL Be CLA55 5�. MECMANICAL]NIYTS_ ALL[T_S_P_SMALL(if CLFSS 52_ � JOINT CROSSING 3.ALL DUCTILE IRON WATERMAIN FITTING SHALL BE FUSION BONDED EPDXY COATED. 3.ALL DUCTILE IRON WATERMAIN FITTINGS SHALL BE FUSION BONDED EPDXY COATED. CROSS SECTION 9.PROVIDE ONE EXTRA HYDRANT FLAG PER HYDRANTTO THE CITY. 9.PROVIDE ONE EXTRA HYDRANT FLAG PER HYDRANTTO THE CITY. 5.INSTALL OUT OF SERVICE TAGS TO THE HYDRANTS UNTILTESTED AND PASSED. 5.INSTALL OUT OF SERVICE TAGS TO THE HYDRANTS UNTILTESTED AND PASSED. � �Cottage STANDARD DETAILS �nslae��s�om: �Cottage STANDARD DETAILS �nslae��s�om: �Cottage STANDARD DETAILS �nslae��s�om: �Co�ge STANDARD DETAILS �nslae��s�om: � Grovee MANHOLE CASTING IN B618 7AN 2019 GzOve pRIVATE UTILITY CONDUIT 7AN 2019 GzOvO HYDRANT DETAIL 7AN 2019 GIavee HYDRANT DETAILVJITH 7AN 2019 k''=R.aaea�ee`°°vef�tn" CURBANDGUTTER k''=�eaa.a�aP`°jef'�" CROSSING wde�e,m.=�aP'°°ef��vn "'�=�e,mea�e°'°°Pef��n" VERTICALBEND � Stantec COTTAGE GROVE,MINNESOTA STR-z5 � Stantec COTTAGE GROVE,MINNESOTA STR-37 � Stantec COTTAGE GROVE,MINNESOTA wAT-1 � Stantec COTTAGE GROVE,MINNESOTA wAT-z � 4B_STR-25.DWG 48_STR37.DWG 48_WATI.DWG 48_WAT2.DWG o NOTES: � 3' � NOTE: NOTE: 1.SHAPE OF BACK OF BUTTRESS BUTTRESS DIMENSIONS � � m DROP LID ALL WATERMAIN BOLTSARETO BE DROP LID ALL WATERMAIN BOLTSARETO BE MAY VERY AS LONGAS POURED PIPE zz 1/2°BEND 95°BEND 90°BEND m O CORE-BLUE OR CITY APPROVED EQUAL. O TYLER NO.6850 OR 6860 CORE-BLUE OR CITY APPROVED EQUAL. AGAINST FIRM UNDISTURBED SIZE Bl Dl Bz Dz B3 D3 "� EARTH. � TOOLED CONTRACTIONJOINT TYLER NO.6860 � MUELLER NO.H-10361 6" 1'-5' 1'-5" 1'-5" 1'-5" 2'-1" 1'-6" 2.DIMENSION C1,Q,C3 SHOULD „ - � MUELLER NO.H-10361 � BIBBY-STE-CROIX NO.B-5160 8 1'-5" 1'-5" 2'-1" 1'-6" 2'-8" 2'-0" � ° 7.5'MINIMUM COVER REQUIRED 7.5'MINIMUM COVER REQUIRED BE LARGE-ENOUGH TO MAKE 12" 1'10" 1'10" 3'9" 2'0" 9'9" 2'6" 6 m OVER TOP OF WATER MAIN. OVER TOP OF WATER MAIN. qNGLE EQUAL TO OR LARGER �� o GRADE GRADE THAN 95°. 16" 3'0" 2'0" 3'10" 3'0" 6'2" 3'6" ' ���. ' m 3.DIMENSION A1,A2,A3 SHOULD z0" 3'6" 2'8" 5'6' 3'9" 8'9" 9'0" '^ ,': •- �'� ,. � TOP C.I.P. ADJUST TOP TO 1/2"BELOW BE AS LARGE AS POSSIBLE z9" 9�9" 3'0" 6'-10" 3'10" 9'-8" 5'0" v� "• ��� '��� N GRADE. BOX TO BE SEf TO TOP-C.I.P. ADJUST TOP TO 1/2"BELOW WITHOUT INTERFERING VJITH 30" - - 9'-3" 6'-0" 17'-0" 6'-0' ;'.� ;"` ,.',t � . m TYLER N0.6860 26" PROVIDEI2"OFADJUSTMENT. TYLER N0.6850 26" GRADE. BOXTOBESEfTO MJBOLTS. +�::•, � „ '.: ''�� � t .. ,� .,:. .�'.;. MUELLER NO.H-10361 26" �''�•` ' " '' MUELLER NO.H-10361 26" PROVIDE 12"OFADJUSTMENT. 9.fr=95°MINIMUM. o TYLER NO.6860 5.PLACE POLYETHYLENE BETWEEN � MUELLER NO.H-10357 C:QTE TYLER NO.6850 CONCREfE&PIPE. B -SEE NOTE �' 6, ' VALVE BOX,SCREVJTYPE,3 MUELLER NO.H-10357 C:QTE @-SEE NOTE9 o PIECE,5 1/9"SHAFT,SIZE G BOX, EXTENSION-D.I.P. 7'-6"EXTENDED,#6 ROUND flP,SE VALVE BOX,SCREVJTYPE,3 m PIECE,5 1/9"SHAFT,SIZE G 6 ' EXTENSION-D.I.P. EXISTING CONCRETE TYLER NO.58 19" RESILIANT WEDGE VALVE BOX,7'-6"EXTENDED. A p N0.59 18" CONFORMINGTOAVJVJA TYLER NO.58 19" � CURB&GUTTER m NO.60 29" G509-80 STANDARDS NO.59 18" COURSE FILTERAGGREC:QTE ' � MUELLER NO.58 19" N0.60 z9° PERMNDOTSPEC.3199.2H. q < `'� o- NOTE: o GATE VALVE ADAPTER:1/9"STEEL A NO.59 20" yy[TH PROTECTIVE COATING ]2" MUELLER NO.58 19" COVER WITH MINIMUM 9 MIL CONCRETE PAD SURFACE SHALL b�Q-5° �n� TnICK4E55P�LrTHY�LEPIE HAVEPUDG:4E�F1f1I;r1 a Ri18CifR GF.S•-.ET IHSTALLEC7 �'TWEEid TF+E CJ+7F yC.WE AidG A� MEGF.111G5(TIP.)-' ._�� •._ 6OTTQM��.].P GATE LALVE A�APTER. PIAN 90°BENDS FLAN��5°BEhI� - CCHS95E FfLTRAC�tiREGA7E EU7TC-Rt=L4 y0.L�Ef12"aR I `� BOR�t.1-p.I P. �- T7LER i ltl.Gtl60 65" PER MNp�7 SAcC.31h9.2H. LAFGERj L�RE55€R 959. VARIAC=_E � � YYLER a�o.r�ssn f5" � �_ MVELIiR Wd.H-S�361 63" � �pVER 6Y�7H MIPifMUM9 MIL GRATT GRGIIIY�NDG 3' (3 �SEE IVLTE�1-� 4 MIIELLER fJp.M-10361 55' T�2: +� TH[CKWESS PPiYETF1YLEPiE- I KEIVIJEDr OR fQUA� MII�7. ' �� ��b- J.� MEG0.L�JL,S{TrP.]- P�dVIpE CpfID41CT:VffY .! .�PROVIG�LCI:ICVC[L`C7Y 5YRAP - :�S:RAPfTYP.}.MIiJ1MI1M (TYP.}.MI�IIMI}Pftlin"1[319.. COflCRET:5HCLL6E � A � �"�pPiCRETE �E /r 11'-6"7C3M"W10c'FLpT Y�IOE FLAT CC�PPFR STRIP.� Ef+!]VlE4V li1 Cdf�IYACTYIITH p • � {"VFp,VEL6A5E COPPER STR1P. ( / ti ---! TH[S(tUAORk(iT OF � �1 � � , � }��.• P1PE , �. _ �I �I ` . . �'+"'� - �._ . �� d.�rC1+IC. �ECI�IHG MkTERIAL- -r - R"CO1J[.B10� MECALUGS(TYP.y � OL�x � U�IOi57�P.C��R�J Fv�rv zz iiz�eENos SECTION A-A ' _ �Cotf:�e SfRNOAHO OE7�4IL5 i,•ne.r�a:: �CvtTdgrye STAN6ARD��TEsILS iti aF�G10�: �Cuttage STAMDkR�DEfAT15 in.HE'.L'A.'Y �Cuttage �TAfJDARO G�TAILS �nsnr.�irn } �'Cti� GATE VRLVE R�di7N�1C :i'R�u1� G3'OVC SUTTERFLY VALVERW�801C �nN����� GfOVC CPiJCRETE iHRllSTBIIX'Y!P.G �nM tui4 G�� C�I�lCRETE IIYUSWf�fiFAO +N��ula ? _ '*'+. u....-�•'•m fFlST4LLkTlOYJ �.,.:,�„or.•-• 1115TALIAROf1 °;•+ �e..,a��•'"�.�°• "^mr,•���•_�•"�"��°•. �ETP1L _ - `�$tal'FtgC CpTfAGE GRaVE, MINNES�YA WAT r3 J �$��e� CdTTAGE GRO11E,iNINN�SaTA WAT-� � S�1'�$G C�TTA��GRaVE, P'iINi�L�50TA WA7 n ���r1t@G C�TTAGE�R.QVE,MINNESDTA WAT-4 - t�wnT�.o„c ea_wnr4.�wc +a_w.Ta.onc +�+rni9.unc - ,y.. ..y ::[." :t.f�rF' . �.:F a t;r��F,�,� CITY D� CaTTAGE GR�V�, MN - ,_, �'RELTMINARY 90 I� � � ' � S�ai'it@C GpfJSTRl1CTl�h3�7ETAlLs 28 ' ;IIr A�7fiiI Z� Z�1� G���VE , � ��.;�.�r.�:..� r01�AGE CaRQYES7AN�ARG d�AILS HA�LEY AVENUE IMPROVEMEPlTS .�e•.�er .cc -�, I �' Fridc ar�A Fro3P�r�t•I ry^e� S..��:I.r�•.55��� """'"" �'�• ,..„„_��...; ,;� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � �� o a o°�o 0 ���o FOR DESIGN OF MEDIAN OPENING, � INPLACE OR PLANNED SHOULDER WIDTH w�p� SEE ROAD DESIGN CHAPTER 5 � 1:15 GRADING TAPER 1:15 STRIPING TAPER �HIGHWAY � oop� U `p> °��m CONTRACTORS — — � — — — — � � � � �m�;� OPTION, NO � � ---- _ - ADDITIONAL � —— — —__ TURN � LANE OJ�Q �T--�_'�_ wiaa _ __ p�p= 1:15 STRIPING TAPER �� � � —— oQ COMPENSATION , 1:2 TAPER CONTRACTORS \\ // 30' _�� 1:2 TAPER 1:15 GRADING TAPER —��J OPTION, NO 1 I 00 -��° ��_—_—__--�_ -------- � ADDITIONAL _-- -- TURN�LANE COMPENSATION i o i °o�;Q � — — � — — � 180' VARIABLE N I ~��o PLANNED OR 180' VARIABLE �H 1�HWAY � I � I �°�° SHOULDER WIDTH PLAN VIEW LEFT TURN LANE PLAN VIEW RIGHT TURN LANE HIGHWAY � � HIGHWAY 14' TURN LANE 1•5� 12' TURN LANE 12' 12' 12' TURN LANE 1.5' 14' TURN LANE CIJRB & GUTTER 3� 3� CIJRB & GUTTER OA25'/FT. MIN. 3" TOPSOIL 0.0� 25'/FT. _OA2'/FT. I I 0.02'/F7._ OA25'/ �FT. MIN. 3" TOPSOIL 0.025'/yFT. �:6 — 1:6 1ST STAGE CONSTRUCTION 1ST STAGE CONSTRIJCTION GRADING GRADE GRADING GRADE AGGREGATE BASE AGGREGATE BASE 0.02'/FT. 0.02'/FT. ON-REINF. CONC. PAVEMENT ( 6" MIN. ) NON-REINF. CONC. PAVEMENT ( 6" MIN. RIGID MAINLINE AND RIGID TL1RN LANE RIGID MAINLINE AND RIGID TURN LANE HIGHWAY � � HIGHWAY 1.5' 12' TURN LANE 12' 12' 12' TURN LANE 1.5' 14' TURN LANE 14' TURN LANE 6" MAX. EDGE EDGE 6" MAX. w CURB & GUTTER STRIPING 3' I I 3' STRIPING CIJRB & GUTTER � 0.025'/FT. MIN. 3" TOPSOIL 0.0� 25'/FT. _0.02'/FT. 0.02'/ �FT. 0.025'/ �FT. MIN. 3" TOPSOIL 0.025'/FT. �;6 1:6 1ST STAGE CONSTRUCTION 1ST STAGE CONSTRUCTION SEE ROAD DESIGN CHAPTER 7, SEE ROAD DESIGN CHAPTER 7, FLEXIBLE PAVEMENT DESIGN, FLEXIBLE PAVEMENT DESIGN, FOR STRUCTIJRAL THICKNESS FOR STRIJCTIJRAL THICKNESS RIGID MAINLINE AND FLEXIBLE TURN LANE RIGID MAINLINE AND FLEXIBLE TURN LANE HIGHWAY � � HIGHWAY - 14' TURN LANE 1'S 12' TURN LANE 12' 12' 12' TURN LANE 1.5' 14' TURN LANE CIJRB & GUTTER 6" MAX. EDGE STRIPING EDGE STRIPING 6�� MAX. CIJRB & GUTTER 0.0� 25'/FT. MIN. 3" TOPSOIL O.Or 25'/FT. 0.0� 2'/FT. I I 0.02'/ sFT. 0.025'/�FT. MIN. 3" TOPSOIL 0.025'/ �FT. 1:6 1:6 GRADING GRADE SEE ROAD DESIGN CHAPTER 7, FLEXIBLE PAVEMENT DESIGN, 0.02'/FT. GRADING GRADE SEE ROAD DESIGN CHAPTER 7, FLEXIBLE PAVEMENT DESIGN, �'� FOR STRIJCTIJRAL THICKNESS. IF LESS THAN MAINLINE 0 A2'/FT. FOR STRUCTIJRAL THICKNESS. IF LESS THAN MAINLINE STRUCTURE THICKNESS, PROVIDE ADDITIONAL GRANULAR STRIJCTURE THICKNESS, PROVIDE ADDITIONAL GRANIJLAR MATERIAL TO MATCH THICKNESS OF MAINLINE. MATERIAL TO MATCH THICKNESS OF MAINLINE. FLEXIBLE MAINLINE AND FLEXIBLE TURN LANE FLEXIBLE MAINLINE AND FLEXIBLE TURN LANE �� GIJTTER GRADES SHOULD HIGHWAY r� RIGHT TURN LANES BE AT SAME ELEVATION 6' MIN. 14' TURN LANE 12' - AT MEDIAN ISLAND 5� = 5� � SAME AS ADJ. LANE 0.02'/ �FT. � pa ROADWAY ON SUPER ROADWAY SLOPING AWAY FROM MEDIAN S T A N D A R D P�A N 5 -2 9 701 1 1 1 �� 1 o'� E%� ��� REVISED: \°� �P -__ �`� ��� RIGHT AND LEFT TURN LANES -�� LEFT TURN LANES � � ������� �a a � @ AP5oVE2 7 -2 014 SAP 180-107-004 & SAP 180-111-003 SHEET 29 OF 214 � - ����ff y����� STATE DESIGN ENGINEER � DIRECTION OF TRAFFIC _ DIRECTION OF TRAFFIC _ DIRECTION OF TRAFFIC ��o ���o �Q�� 15.0' 15.0' 15.0' 15.0' 15.0' 15.0' o�a� °�> �pw° EDGE OF PAVEMENT r p` EDGE OF PAVEMENT r p` EDGE OF PAVEMENT i i m"' I I o�= �� Z a DOWEL BAR ASSEMBLIES �� SEE STANDARD PLAN 5-297.221 �� o�v FOR DOWEL BAR DIAMETER `"N `�`� a�= ��>o �o�o U U � � L1TH L1TH � L1TH L1TH 4 - N0. 4 REINF. BARS � � � � � FOR t< 10-1/2" 4 - N0. 5 REINF. BARS � � — — � � — — — — FOR t? 10-1/2" N N � � 3 EOUAL SPACES 0 0 18" MIN. N0. 4 TIE BARS AT 3' SPACING 18" MIN. 18" MIN. N0. 4 TIE BARS AT 3' SPACING 18" MIN. Q FOR t < 10-1/2" � FOR t < 10-1/2" `� N0. 5 TIE BARS AT 3' SPACING `� N0. 5 TIE BARS AT 3' SPACING FOR t >_ 10-1/2" FOR t >_ 10-1/2" C2H C2H C2H-0 C2H-D � I � EDGE OF PAVEMENT �A EDGE OF PAVEMENT �A EDGE OF PAVEMENT MAINLINE PAVEMENT MAINLINE PAVEMENT PANEL REINFORCEMENT UNDOWELED DOWELED 0 DIRECTION OF TRAFFIC 15.0' 15.0' EDGE OF PAVEMENT 13' 0" � 14' 0" ( DRIVERS RIGHT ) 4 LANE DIVIDED- 27' WIDE GENERAL NOTESe 12� ��� 12� ��� 2 WqY TRAFFIC - 24' WIDE 13' 6" 13' 6" 2 WqY TRAFFIC - 27' WIDE SEE TYPICAL SECTIONS AND PLAN SHEETS FOR CROSS �" L1TH 1/2" R. SLOPES AND PAVEMENT THICKNESS, t. X S� LOPE I SLOP yE a DOWEL BAR ASSEMBLIES, WHEN REOUIRED, SHALL BE � � °'.•.�t SIMILAR TO THOSE SHOWN ON STANDARD PLATE 1103. - � C2H UNDOWELED C2H-D DOWELED '�"° ��'� •a''� ' TIE BAR t/2 ± 1" ALL REINFORCING BARS SHALL BE EPDXY COATED AND _- COMPLY WITH SPEC 3301. SECTION A—A FOR SUPPLEMENTAL PAVEMENT REINFORCEMENT, SEE STANDARD PLATE 1070. u" PANEL REINFORCEMENT: -- EDGE OF PAVEMENT PLACE IN PANELS WHERE PAVEMENT WIDTH EXCEEDS 15.0' - WITHOUT A LONGITUDINAL JOINT, PLACEMENT DEPTH SHALL = BE PLANNED t/2 ± 1". IT IS PREFERRED TO ADD A PAVEMENT 2 FT, THRU 15 FT, WIDTH LONGITIJDIDNAL JOINT RATHER THAN PAVE GREATER THAN - IJNDOWELED OR DOWELED 15' IN WIDTH. °a STANDARD P�AN 5 -2970217 1 0� 2 �_ o� ooa ��������� REVISED: CONCRETE MAINLINE PAVEMENT --_ REVISION: � '�0 15.0 FT, PANEL LENGTH o�� � � �� RIJRAL E a APPROVED: 2014 � @ APPROVED: �ao /�/ % 0 �m� "/'�J' 0 0'm DIRECTOR,OFFICE OF MATE ALS AND ROAD RESEARCH �����q����� 8 —6—2 014 SAP 180-107-004 & SAP 180-111-003 SHEET 30 OF 214 STATE DESIGN ENGINEER � �J DIRECTION OF TRAFFIC DIRECTION OF TRAFFIC ��o ���o 15.0' 15.0' 15.0' 15.0' o�o� 000� �p> EDGE OF PAVEMENT r B EDGE OF PAVEMENT r C o@�o O I I -m�� w� � _ �w � wo � �'� iO Q L1TH, L2KTU, OR L2TU L1TH, L2KTU, OR L2TU o�= �� � N `at�a ��>o `°`° 18" MIN. N0. 4 TIE BARS AT 3' SPACING 18" MIN. � L1TH L1TH FOR t < 10-1/2" � N0. 5 TIE BARS AT 3' SPACING �_ a FOR t >_ 10-1/2" U d H � L1TH L1TH 3 ti � �_ 18" MIN. N0. 4 TIE BARS AT 3' SPACING 18" MIN. 0 FOR t < 10-1/2" N0. 5 TIE BARS AT 3' SPACING N N � FOR t >_ 10-1/2" DOWEL BAR ASSEMBLIES SEE STANDARD PLAN 5-297.221 FOR DOWEL BAR DIAMETER L2KTU OR L2TU L2KTU OR L2TU C2H-D C2H-D DOWEL BAR ASSEMBLIES SEE STANDARD PLAN 5-297.221 FOR DOWEL BAR DIAMETER o EDGE OF PAVEMENT �B N C2H-D C2H-D MAINLINE PAVEMENT WITH INSIDE CONCRETE SHOULDER DOWELED EDGE OF PAVEMENT �C MAINLINE PAVEMENT URBAN 6' 0" MAX 13' 0" � 14' 0" ( DRIVERS RIGHT ) 4 LANE DIVIDED- 27' WIDE DOWELED CONCRETE SHOIJLDER 12' 0" 12� ��� 2 WAY TRAFFIC - 24' WIDE L1TH, 13� 6�� 13� 6�� 2 WAY TRAFFIC - 27' WIDE L2KTU, SLOPE L1TH I SLOPE 1�2�� R OR L2TU �t � TIE BAR t/2 ± 1" TIE BAR t/2 t 1" 12� ��� 12� �" 12� �" �� SECTION B—B S� LOPE L1TH I SLOp �E L2KTU OR L2TU 1�2�� R SLOPE _- •�� a v ��� �t GENERAL NOTESe TiE BAR ti2 ± i�� TIE BAR t/2 ± 1" �a SEE TYPICAL SECTIONS AND PLAN SHEETS FOR CRO55 O1 CONTACT THE CONCRETE ENGINEER TO DISCU55 WHETHER �'" SLOPES AND PAVEMENT THICKNESS, t. TIE BARS AND SAWED JOINTS ARE NEEDED BASED ON CONCRETE SHOULDER WIDTH AND DEPTH. DOWEL BAR ASSEMBLIES, WHEN REQUIRED, SHALL BE SECTION C—C - SIMILAR TO THOSE SHOWN ON STANDARD PLATE 1103. ALL REINFORCING BARS SHALL BE EPDXY COATED AND COMPLY WITH SPEC. 3301. �" FOR SIJPPLEMENTAL PAVEMENT REINFORCEMENT, SEE °a STANDARD PLATE �o,o. STANDARD P�AN 5 -2970217 2 0� 2 o� ooa ������o�� RE�ISE°: CONCRETE MAINLINE PAVEMENT --_ REVISION: � '�0 15.0 FT, PANEL LENGTH o�� � � �� URBAN OR CONCRETE SHOULDERS E a APPROVED: 2014 � @ APPROVED: �ao /�/ % 0 �m� "/'�7 0 0'm DIRECTOR,OFFICE OF MATE ALS AND ROAD RESEARCH ���A�q����� 8 —6—2 014 SAP 180-107-004 & SAP 180-111-003 SHEET 31 OF 214 STATE DESIGN ENGINEER WJo SEE JOINT DETAIL A OR B SEE JOINT DETAIL A OR e CONTRACTION JOINT EXPANSION JOINT oo- REFERENCE, DETAIL 1�2�� REFERENCE, DETAIL o��o N & SEALER SPEC, TABLE °��o } & SEALER SPEC, TABLE - ���� } } JOINT REFERENCE JOINT JOINT SEALER�1 JOINT REFERENCE JOINT JOINT JOINT ` WITHOUT WITH SEALER WIDTH JOINT JOINT c� DETAIL �°°> ° � �° � �"`''� .v' WITHOUT WITH DETAIL SEALER WIDTH � '�a�' 'v DOWELS DOWELS SPEC. °��m DOWELS DOWELS SPEC. � �oW� DOWEL BAR ASSEMBLY E1H E1H-D A 3725 1/2" �;� C1U C1U-D A UNSEALED 1/S" .:°.•�J•"° � ' ". .'° C1U & C2H C1U—D & C2H—D C2H C2H-D B 3725 1/S° v ��.v 1� � E2H E2H-D B 3725 1" C3P C3P-D C 3721 3/8" PREFORMED�� 1�2„� E4H � 3725 2" �-�� C4S C4S-D D 3722 3�g�� JOINT FILLER DOWEL BAR ASSEMBLY ��° SEE JOINT DETAIL C, D, OR E C5H C5H-D E 3725 3/8° E1H-D E1H E4H-D D 3725 2" SEE JOINT DETAIL C, D, OR E �° (W/DOWELSI (W/0 DOWELSI ESH STANDARD 3�25 q�� ea N LEGEND EXAMPLE PLAN s- �Q�;a � C =CONTRACTION JOINT C2H-D �OINT DETAIL A 297'��9 ��a° � } N0. = JOINT REFERENCE � - u = uNSEa�E� LEGEND EXAMPLE �°�° H = HOT POURED E = EXPANSION JOINT E4H-D P = PREFORMED II DOWEL BAR ASSEMBLY NO.= JOINT REFERENCE S = SILICONE H = HOT POURED C3P, C4S, C5H C3P—D, C4S—D, C5H-D -D = DOWEL BARS � � ,— 1" JOINT SEALER 01 -D = DOWEL BARS Ir `DOWEL BAR ASSEMBLY PREFORMED JOINT FILLER liy"I � 1� � 3�8��� ��3/16 ��± vis�� DOWEL BAR DIAMETER TABLE � _ _ JOINT SEALER r r + + o:�r:� ,<:..° •;` rJJJ . <`��.� PAVEMENT DOWEL BAR o °.f�::o:.o., . .�,<, JJJJJJJJJJ IJ�J 0�:;. THICKNESS t DIAMETER J � f J J J f f f JOINT °• SEE PREFORMED ELASTOMERIC LESS THAN 6" NONE a �I F��POIN ORM L�LER SEALER TYPE DETAIL 6" _ 6 1/2" 1" OR NONE SECTION 1 1 1 ��� _ � liz�� 1�� E2H-D E2H THRU CURB 8" _ 10" 1 1/4" ( W/DOWELS 1 ( W/0 DOWELS ) va�� io v2�� AND GREATER i v2�� JOINT DETAIL B JOINT DETAIL A JOINT DETAIL B� JOINT DETAIL C � NOTESe TOP oF CURB 2�� SAWED & UNSEALED SAWED & SEALED SAWED AND SEALED SEE STANDARD PLATE 1103 FOR DOWEL BAR ASSEMBLY. TOP OF o SEE STANDARD PLATE 1150 FOR CONSTRUCTION OF PAVEMENT� JOINT SEALER O1 2�� Q HEADER JOINTS. �JOINT SEALER�1 a = JOINT = m JOINT WIDTH TOLERANCE IS + 1/16" TO - 1/32" � SEALER � fff � �DOWEL BAR � FINAL SAW CUT 3�a�� 1/8" ( + 1/8", - 1/16"1 TOP OF SEALER BELOW FIJRNISH AND INSTALL ALL JOINT SEALER IN ACCORDANCE , '• J :;:°', : J I J I f \ o.v J . . o , v :, ASSEMBLY 3�g�� x 1_1�4�� � N 3�8�� WITH THE MANUFACTURER'S RECOMMENDATIONS. J � f _ • v PAVEMENT SIJRFACE + o JJ PREFORMED f + } � f • �° JOINT �1 �I � :''J ' •. � ~ SEE STANDARD PLANS 5-297.217 AND 5-297.219. �e;III,. :�, : ,°;JJ:',�::,;", .;°: - 3/S" JOINT SEALER FOR CONCRETE MAINLINE/RAMP PAVEMENT. F I L L E R � a JOINT SEALER _ � SEE PAVING LAYOUTS IN THE PLANS FOR JOINT 2" z�� PREFORMED � � CLA55 DESIGNATION TO BE USED AND SPECIAL � � PREFORMED � � JOINT � � 3�q�� JOINT m REINFORCEMENT REOUIRED. FILLER FILLER BACKER ROD 1 1 MIJST BE 1 JOINT DEPTH SHALL BE: E4H SECTION E4H-D 1/S" WIDER BACKER ROD O FOR CONCRETE OVERLAYS - 1/3 THE PAVEMENT THICKNE55 � W/0 DOWELS � THRU CURB ( W/DOWELS ) THAN JOINT 1/8" MIJST BE 1/g" 1/8" WIDER THAN JOINT FOR CONCRETE PAVEMENT - 1/4 THE PAVEMENT THICKNE55 JOINT DETAIL C JOINT DETAIL D O2 SEE CONTRACTION JOINT SEALER DETAIL. WHEN USING PREFORMED JOINT SEALER, THE DEPTH SHALL BE 1/q" MORE THAN THE PREFORMED SEALER, JOINT DETAIL D OO OO SO WHEN COMPRESSED, TO FIT THE JOINT DESIGN WIDTH. SPACE FROM END OF DOWEL BAR JOINT DETAIL E "a" DIMENSION SHALL APPLY AT ANY POINT THROUGHOUT TO END OF SLEEVE TO BE EDUAL SAWED AND SEALED SAWED AND SEALED "c" DEPTH. SHARP INTERNAL CORNERS WILL NOT BE TO EXPANSION JOINT WITDH (1" MIN.) PERMITTED. ALL CORNERS SHALL BE PROVIDED WITH �" SUITABLE FILLET. NOTESe DOWEL BAR O3 WHEN SEALING, THE JOINT FACES SHALL BE CLEANED PREFORMED JOINT FILLER MATERIAL, SPEC. 3702. = RE�LIIRED DIMENSIONS b� AND DRIED BY SANDBLASTING AND AIR BLASTING. ���� FOR DOWEL BAR ASSEMBLY, SEE STANDARD PLATE 1103. JOINT TYPE TRANSVERSE 4 PRIOR TO SEALING THE JOINT, A 1/2" DIA. CLOSED TUBE DOWEL SLEEVE NOMINAL 11/16" O O1 JOINT SEALER SPEC. 3725. THE JOINT FACES SHALL 0o SEALER SIZE USE IN ALL 3/8" JOINTS CELL BACKER ROD SHALL BE PLACED SUCH THAT THE BE CLEANED AND DRIED BY SANDBLASTING AND AIR TOP OF THE BACKER ROD IS 1/2"BELOW THE SURFACE BLASTING. TOP OF SEALER, FLUSH TO 1/8" BELOW TOP °� a 0.69" + 0.13" - 0.05" -o � D�a SPEC. OF THE PAVEMENT. NON SELF-LEVELING SILICONE DOWEL BAR U� b 0.08" ± OA2" REFERENCE SHALL BE TOOLED INTO THE JOINT MAINTAINING A SEAL SLEEVE DETAIL OF PAVEMENT SURFACE. MAKE TOP OF SEALER FOR c 0.25" MIN. D�� 3721 AND BEAD THICKNESS OF 1/4". CURB SECTION D JOINTS FLUSH WITH SURFACE ±1/8" -- d 0.63" MIN. = TYPICAL SHAPE FOR O5 PRIOR TO SEALING THE JOINT, A 1/2" DIA. CLOSED SATISFACTORY INSTALLATION CELL BACKER ROD CAPABLE OF WITHSTANDING '" IN JOINT ( 5 CELL MIN. ) SEALANT TEMPERATIJRES OF 400 DEGREES F. SHALL p a BE PLACED 1/2" BELOW THE TOP OF PA�EMENT. S T A N D A R D P�A N 5 -2 9 7 0 2 21 � O� � �5 E°� PREFORMED ELASTOMERIC TYPE DETAIL ��������� REVISED: _-a REVISION: � �� PAVEMENT JOINTS o E a APPROVED: -2014 CONTRACTION JOINTS � @ ��/� nPPRovED: CONTRACTION (DESIGN C) AND EXPANSION IDESIGN E) �ao DESIGN C � �� �m� 0 o m DIRECTOR,OFFICE OF M TE ALS AND ROAD RESEARCH ����y���� STATE DESIGN ENGINEER 8 -6-2 014 SAP 180-107-004 & SAP 180-111-003 SHEET 32 OF 214 � o KEYWAY op- SEE JOINT DETAIL A OR B TIE BARS TIE BARS BUTTED TIEBAR TABLE LONGITUDINAL JOINT REFERENCE, ���o � � � DETAIL & SEALER SPECIFICATION TABLE o�o� °o�� } � �� � � �� � � PAVEMENT TIEBAR SIZE LENGTH oowQ +i +i THICKNESS JOINT REFERENCE JOINT JOINT JOINT w� N N WITHOUT WITH WITH KEYWAY DETAIL SEALER WIDTH . .•�o.,.. . o. . .�<... , .. . , ., . "o�Q t� t� < 10-1/2" N0. 4 30" TIE BARS TIE BARS & TIE BARS SPEC >10-1/2" N0. 5 36" L1U L1TU A IJNSEALED 1/g" L1U & L1H� L2TU � L2KTU� L3U A�� THICKNEss -� WHEN TYING TO N0. 4 30" L1H L1TH B 3725 1/g" �o�o L2TU L2KTU NONE IJNSEALED - CURB AND GUTTER KEYWAY L2TH L2KTH C 3725 3/8" �4 TIE BARS L3U NONE IJNSEALED �_�= SEE JOINT DETAIL A OR B TIE BARS SEE JOINT DETAIL C �TIE BARS SEE JOINT DETAIL C � SEE JOINT DETAIL C � BUTTED L3H C 3725 3/8" ��>o THE TIE BAR SPACING FOR ALL L2T AND L2KT `°`° � � � � - l � �° - l � '' �° JOINTS SHALL BE 3'-0° CENTER TO CENTER LEGEND EXAMPLE -�� a �L . �L . AND BENT 60° AS SHOWN, EXCEPT WHEN NOTED L = LONGITUDINAL JOINT L2KTH } +i } +i } +i } OTHERWISE IN THE PLANS. N0. = JOINT REFERENCE �� N� v �� v TIE BARS IN THE L2T AND L2KT JOINTS SHALL 1 = PAVED CONSTRUCTION JOINT } t t 2 = TIED/KEYED CONSTRUCTION JOINT BE THE SAME SIZE AND LENGTH AS IJSED FOR THE L1TU & L1TH� L2TH � L2KTH� L3H L1T JOINTS, WHEN TYING PAVEMENT TO PAVEMENT. 3 = BUTTED CONSTRUCTION JOINT TIE BARS IN THE L2KT JOINTS SHALL BE K = KEYWAY N0. 4 X 2' - 6", WHEN TYING CURB & GUTTER TO T = TIE BARS PAVEMENT. U = UNSEALED ALL TIE BARS SHALL BE EPDXY COATED AND H = HOT POURED COMPLY WITH SPEC. 3301. 1/8'_', � 1/8'_', � 3/8" � � � � JOINT SEALER - TOP OF SEALER FLIJSH TO - 3/16" BELOW TOP OF PAVEMENT SURFACE JOINT SEALER z N BACKER ROD MUST � BE 1/8" WIDER : . . NOTESe �. OO OO THAN JOINT D :.'�. F 1_1/8" � NORMALLY, TIED PAVEMENT WIDTHS SHALL NOT EXCEED FOUR t/3 Oq t/3 O5 t/3 t 2-1�2�� �2" LANES, EXCEPT BRIDGE APPROACH PANELS AND PAVEMENT TAPERS. 1�8 JOINT WIDTH TOLERANCE IS + 1/16 IN. TO - 1/32 IN. � FIJRNISH AND INSTALL ALL JOINT SEALER IN ACCORDANCE JOINT DETAIL A JOINT DETAIL B JOINT DETAIL C PAVEMENT KEYWAY DETAIL WITH THE MANUFACTURER'S RECOMMENDATIONS. SAWED & IJNSEALED SAWED & SEALED SAWED & SEALED TIED/KEYED AND BUTTED CONSTRUCTION JOINTS SHALL BE UNSEALED EXCEPT AS OTHERWISE NOTED IN THE PLAN OR REOUIRED BY THE ENGINEER. SEE STANDARD PLANS 5-297.217 AND 5-297.219 FOR CONCRETE MAINLINE AND RAMP PAVEMENT. KEYWAY DIMENSION TABLE SEE PAVING LAYOUTS IN THE PLANS FOR JOINT CLASS DESIGNATIONS TO BE USED AND SPECIAL REINFORCEMENT t � REOUIRED. _ PAVEMENT (TOLERANCE ± 1/4"1 WHEN CURB AND GUTTER IS PLACED ADJACENT TO CONCRETE THICKNESS MAINLINE, THE TIEBARS SHALL BE PLACED A MINIMUM OF < 7" NO KEYWAY � � .,� � .,� ,� _ � BAR POSITION IN FIRST SLAB 2" ABOVE THE CURB AND GUTTER GRADE. � a < ;�. a °a ��a ° �a� ° a�•;°a a°,�0 o r . . .e. . . , v~i m .a . � m 7iiT0 7-1/2ii 3u '��o lo �o o � .ol.° o o °��o I n ° > � o�° o o �.o D o...o:o 0 0 � J Q. o Q.° o o °. 0 � � 8"TO 10" qu a Z o �33�g4a o � �33�6d � � � � > 10-1/2" 5�� Ol SEE THE LONGITUDINAL JOINT REFERENCE, DETAIL & a° ° � � � .ao _ — SEALER SPECIFICATION TABLE TO DETERMINE JOINT DETAIL. L1T aI a ✓ °�Ia I ¢ z 2KT D D ° o o° �jo�6s� z L3 e oo ;oo° ; o ° o ° z KEYWAY ( 1-1/8" x 2" x 2-1/2") MAY BE 2O CONCRETE PAVEMENTS LESS THAN 7" SHALL USE L2TU AND � J O � a o a e oa o°a.e oa°° a e o a°a°oa a a.°e � v . . °�°`. . o am n ^ o n ^ n ^ � a FORMED WITH MOLD OR METAL FORM. L2TH JOINTS UNLE55 OTHERWISE ALLOWED BY THE ENGINEER. �� . a . . .. •a3i_Qii W J . . , W J 3�_p�� 3�_p�� � � � � OTHER APPROVED KEYWAY SHAPES GIVING O BAR POSITION IN SECOND SLAB E�UIVALENT CONSTRUCTION FEATURES MAY 3 CONCRETE PAVEMENTS GREATER THAN OR EQUAL TO 7" SHALL USE L2KTU AND L2KTH JOINTS UNLESS OTHERWISE ALLOWED BY _ BE USED WITH APPROVAL OF THE ENGINEER. THE ENGINEER. - L1T PAVING DETAIL L2T & L2KT TIE BAR BENDING L3 PAVING DETAIL - qO THE JOINT FACES SHALL BE CLEANED WITH WATER DURING THE AND PAVING DETAIL SAW CUTTING OPERATION OR BY WATER BLASTING AFTER SAWING. `%r 5O THE JOINT FACES SHALL BE CLEANED AND DRIED BY SANDBLASTING AND AIR BLASTING. - O6 PRIOR TO SEALING THE JOINT, A 1/2" DIAMETER = CLOSED CELL BACKER ROD CAPABLE OF WITHSTANDING SEALANT TEMPERATURES OF 400 DEGREES F. SHALL -- BE PLACED 1/2" BELOW THE TOP OF THE PAVEMENT. °a STANDARD P�AN 5 -2970221 2 0� 2 �_ o� E%� ��� REVISED: -- °��� ��� PAVEMENT JOINTS _-_� REVISION: � �� _� � � /� LONGITUDINAL (DESIGN U o E a APPROVED: 2014 � @ i APPROVED: �ao /�/ % �, �o \ �m� "/'�J' 0 0'm DIRECTOR,OFFICE OF MATE ALS AND ROAD RESEARCH ����q���� 8 —6—2 014 SAP 180-107-004 & SAP 180-111-003 SHEET 33 OF 214 STATE DESIGN ENGINEER A w � � U Q „�,,, Y W L` J J � o rc O Q p] � 6 � Q N '�o o�ap J J - a 0] o�p" Q � Q o�d� Z Y �� O O Q z o��o s Z � o�' O O 2 WALK OO O �� FLARE FLARE BACK OF CURB S 4 1 �o�= FLOW LINE � �O � � - 2 1 5 4 1 2 OPTIONAL V CURB F NON-WALKABLE OR O � �o0 5 FRONT OF GUTTER O o OR GRADING Og 9 �r=Q A WALKABLE SURFACE PRF. q �o° PERPENDICULAR �� � i i P a � � A � �� � DIAGONAL io F OO �— OO �OO OO � NOTES: S O �� F ogDggg°� LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROIJTE CHANGES DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, NON-WALKABLE OR NON-WALKABLE OR F � AND IF THE APPROACHING WALK IS INVERSE GRADE. WALKABLE SURFACE O g000 °g0000 O WALKABLE SIJRFACE Og oo INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK %%%%00%%%00%° FLARE °°°° °°°°°° FLARE o 0000000°°° OF CURB, WITH 6' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE. FLARE ° � �O q � � � � q � SECONDARY CURB RAMP LANDINGS ARE REOUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS. A ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. TIERED PERPENDICLILAR FAN TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONCTRUCTED, LANDINGS MAY O BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 5 WHEN LANDINGS ARE CAST SEPARATELY. OO C 2 ALL SLOPES ARE ABSOLUTE, RATHER THAN RELATIVE TO SIDEWALK/ROADWAY GRADES. OPTIONAL V CURB OR GRADING TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. 4' MINIMUM WIDTH OF DETECTABLE WARNING IS REOUIRED FOR ALL RAMPS. DETECTABLE O &O3 WARNINGS SHALL CONTINUOIJSLY EXTEND FOR A MINIMIJM OF 24" IN THE PATH OF TRAVEL. SHARED USE PATHS SHALL HAVE DETECTABLE WARNING ACROSS THE ENTIRE o OO �� ~O OO WIDTH OF PATH WHEN THE PATH CROSSES A ROAD. 5 SEE STANDARD PLATE 7038 AND SHEET 4 OF 5 FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. - OPTIONAL V CURB O1 0° CIJRB HEIGHT. � � O ! ^ ! ^ OR GRADING Og O2 FIJLL CIJRB HEIGHT. 2 1 5 4 `--U `--U 1 OO DETECTABLE WARNINGS MAY BE PART OF 4' X 4' LANDING AREA IF IT IS NOT � FEASIBLE TO CONSTRIJCT THE LANDING OIJTSIDE OF THE DETECTABLE WARNING AREA. C Oq 1/2" PREFORMED JOINT FILLER MATERIAL AASHTO M 213. JOINT FILLER SHALL BE PLACED FLUSH WITH THE BACK OF CURB AND ADJACENT SIDEWALK. JOINT SHALL BE FREE OF DEBRIS. P A R A L L E L RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM OO &OO THE BACK OF CIJRB. O �► O5 SEE PEDESTRIAN ACCESS ROUTE CURB AND GIJTTER DETAIL FOR INFORMATION ON - CURB OR VAR. 4' 0" MIN. OS CONSTRUCTING CURB AND GIJTTER AT CURB OPENINGS. SEE SHEET N0. 3 OF 5. CURB AND GIJTTER RAMP RE�UIRED LANDING O6 4' BY 4' MIN. LANDING WITH MAX. 2.0% SLOPE IN ALL DIRECTIONS. 1/q" R. O7 IF LONGITUDINAL SLOPE IS GREATER THAN 5.0%, 4' X 4' MIN. LANDING WITH MAX o=a ; o a:.° ;o:;o. a:,°;o:;o. �" 2.0% SLOPE IN ALL DIRECTIONS REQUIRED. 5 ` e <a;.a.,p::o..,a:.a�.c,o.'.'. d. . a.�. o'a.°'.4''� °'a� '.?' 4 o :o. a;': 0.02 FT./FT. MAX.�6 2 1 O8 V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF a� a'. : �� a::o.,�' :o:�°'�°� � � G WAY ALLOWS. SEE SHEET 5 OF 5. ° ° °° ° � � � >0.05 FT./FT. AND O9 SEE SHEET 4 OF 5, TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES 0. a 6ii CONCRETE <_0.083 FT./FT PREFERRED AND RETIJRNED CIJRBS. 4 WA�K DEPRESSED CORNER 10 DIAGONAL RAMPS SHOULD ONLY BE USED AFTER ALL OTHER CURB RAMP TYPES HAVE BEEN �o SECTION A-A EVALIJATED AND DEEMED IMPRACTICAL. _ PERPENDICULAR/TIERED/DIAGONAL CURB oR LEGEND - CURB AND GUTTER 4' 0" MIN.OO ° CURB OR REOUIRED LANDING THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. -o CURB AND GUTTER 1�q„ R IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% '� OR FLATTER ARE ALLOWED. o� VAR. 4' 0" MIN. 5 — P RAMP REQUIRED LANDING _ P N', 1�q�� R. o-a . :. a 'o, .,':e. . . INDI ATES PEDE TRIAN RAMP SL PE SHA L BE °" ° s C S 0 L BETWEEN �r o, a,., o.a o. ...a c o.a;='; c.;o..° c o.°a ^': c 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN 5 — a;^; c :o.a;,='; o;;o.. a =' o.'o °°°'"a'''' '°' AND THE CROSS SLOPE SHALL NOT EXCEED 2.0% I P � c.:�' a.�; o.:o.�a:'; o o. a.'. 0'a.°' 4.'. o'd'o'��a. -_ � a'. : �' a'�o. �:p:o�a; �p,',-o���a;° :'a �°'�'a � OAZ FT✓FT. MAX.O6 q CONCRETE 0.02 FT./FT. MAX.O6 F INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER ,'�a.'. o�<;a. .��.�. o.. _ _ 'o' ' . °'° 6" WALK THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN CONCRETE >OA2 FT✓FT. AND AND CROSS SLOPE SHALL NOT EXCEED 2.0% -- 4 WALK <_0.05 FT✓FT PREFERRED SECTION C—C °° SECT ION B—B PARALLEL/DEPRESSED CORNER S T A N D A R D P�A N 5 —2 9 7 0 2 5 0 1 0� 5 �_ o= E%� F'QN ��� REVISED: \� �P --a REVISION: �� ��� PEDESTRIAN CURB RAMP DETAILS o_�� � � �����,�W��"`- E a APPROVED: 8- - 14 � @ APPROVED: - oPERATIONS EN�I R ���'o�q������ 8 —6—2 014 SAP 180-107-004 & SAP 180-111-003 SHEET 34 OF 214 STATE DESIGN ENGINEER � h�,,, U ��o � O � O °��o � N W W o�p� m Q o� � o Q � o��o Y F � _ J N -oaj � w F J NOTESe - � z m � Y LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE CHANGES -�` w Z OPTIONAL V-CURB OB O a DIRECTION, AT THE TOP OF RAMPS THAT HAVE RIJNNING SLOPES GREATER THAN 5.0%, � LLo�;= a O9 OR GRADING w � OPTIONAL V-CURB O8 AND IF THE APPROACHING WALK IS INVERSE GRADE. � � OR GRADING INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK 5' MAX �O OF CURB, WITH 6' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE. °' O 2' MAX SECONDARY CURB RAMP LANDINGS ARE REOUIRED FOR EVERY 30" OF VERTICAL RISE °Q�Q o ��;>o O 1� ° S O _ n O OO 10 0000o WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%. �`J OO S OO �OF O7 CONTRACTION JOINTS SHALL BE CONSTRIJCTED ALONG ALL GRADE BREAKS. � � q T°� q gg o ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. O �9,pO S O o�9 O9 TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONCTRUCTED, LANDINGS MAY q BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 5 �� F S WHEN LANDINGS ARE CAST SEPARATELY. < °000 00000o NON-WALKABLE SIJRFACE ,�OO ���fij� O q�F ����°������ O `9h'�`°°° WALKABLE SIJRFACE ALL SLOPES ARE ABSOLUTE, RATHER THAN RELATIVE TO SIDEWALK/ROADWAY GRADES. p l� � ��o O J��f,y �o°o TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. 'O,p��is OO O 10 FLARE BACK OF CIJRB �,o�G/y Ol oo l00o FO E 4' MINIMUM WIDTH OF DETECTABLE WARNING IS REOUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINIJOUSLY EXTEND FOR A MINIMUM OF 24" IN THE PATH OF �9,p� 4 O FLOW LINE �F�`F,S, O q TRAVEL SHARED USE PATHS SHALL HAVE DETECTABLE WARNING ACROSS THE ENTIRE FO 5' MAX 'A,p O1 WIDTH OF PATH WHEN THE PATH CROSSES A ROAD. 2 FRONT OF GUTTER �O 2' MAX 2 SEE STANDARD PLATE 7038 AND SHEET q OF 5 FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. Ol 0" CURB HEIGHT. O2 FULL CURB HEIGHT. ADJACENT TO NON-WALKABLE SURFACE ADJACENT TO WALKABLE SURFACE �3 3�� MINIMUM CURa HEIGHT, 4�� PREFERRED. qO 1/2" pREFORMED JOINT FILLER MATERIAL AASHTO M 213. JOINT FILLER SHALL BE PLACED COMBINED DIRECTIONAL 15 FLUSH WITH THE BACK OF CURB AND ADJACENT SIDEWALK. JOINT SHALL BE FREE OF DEBRIS. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3° FROM THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MIN. TO 6"MAX. FROM THE BACK OF CURB. O5 SEE PEDESTRIAN ACCESS ROUTE CURB AND GUTTER DETAIL FOR INFORMATION ON CONSTRUCTING CURB AND GUTTER AT CURB OPENINGS. SEE SHEET N0. 3 OF 5. OPTIONAL V CURB, O6 4' BY 4' MIN. LANDING WITH MAX. 2.0% SLOPE IN ALL DIRECTIONS. o GRADING OR FLARE OO GRADE 7 IF LONGITUDINAL SLOPE IS GREATER THAN 5.0%, 4' X 4' MIN. LANDING WITH MAX 2.0% SLOPE IN _ 12 RAMP BRE�AK RAMP BREAK O ALL DIRECTIONS REOUIRED. _ NON-WALKABLE SURFACE 5' MAX OO MAX. 2.0% SLOPE O8 V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. MAX. 2.0% SLOPE 14 IN ALL DIRECTIONS 14 IN ALL DIRECTIONS O NON-WALKABLE OO SEE SHEET 4 OF 5, TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES 2 2 AND RETURNED CURBS. � F 10 OO O NON-WALKABLE SIJRFACE 10 MAX. 2.0% SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TO FLOW WALK O O SIJRFACE � LINE. SHALL BE CONSTRUCTED INTEGRAL WITH CIJRB AND GUTTER. 5 lq 14 11 TO BE USED FOR ALL DIRECTIONAL RAMPS. 4 12 PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. O 4 °�o OO 4 O 13 OO O 13 WITHACORNERSDSETC3'ABFROMABACKGOFMCURBE SFT9A'CS TB CROMSTEXCEEDEDOUSEURADIAL DETECTABLE WARNINGS. IF NON-CONCRETE BLVD. IS CONSTRUCTED AND IS 14 WHEN NO CONCRETE FLARES ARE PROPOSED, THE CONCRETE WALK SHALL BE FORMED AND LESS THAN 2' IN WIDTH AT TOP OF CURB CONSTRIJCTED PERPENDICIJLAR TO THE BACK OF CURB. MAINTAIN 3" BETWEEN EDGE OF TRANSITION, PAVE CONCRETE RAMP WIDTH TO DOMES AND EDGE OF CONCRETE. ADJACENT BACK OF cuRB. D E T E C T A B L E W A R N I N G P L A C E M E N T W H E N 15 FRONT EDGE OF DETECTABLE WARNING SHALL BE SET BACK 2' MAXIMUM WHEN ADJACENT TO SETBACK CRITERIA IS EXCEEDED WALKABLE SURFACE, AND 5' MAXIMUM WHEN ADJACENT TO NON-WALKABLE SURFACE WITH ONE ONE—WAY DIRECTIONAL CORNER SET 3" FROM BACK OF CURB. WHETHER A SURFACE IS WALKABLE OR NOT SHALL BE DETERMINED BY THE ENGINEER �� LEGEND � 2°�� THESE LONGITIJDINAL SLOPE RANGES SHALL BE THE STARTING POINT. = MAX. VAR. RAMP IF SITE CONDITIONS WARRANT. LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. m� 5 o s INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 9 a ,.; : a 'a. ,.;: � 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN o ' RAMP ='.o ,o.°a; ': c ;o.° AND THE CROSS SLOPE SHALL NOT EXCEED 2.0% �"� p' o., a. : p':o.. a.o: � '�" a:.e: �:p' d'.' 0. '' ° ' '° '°''a'''' a.°' °'' � INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER v ,.'v °'. ';.'o - 6" CONCRETE WALK THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN NON-WALKABLE OR q � AND CROSS SLOPE SHALL NOT EXCEED 2.0% - WALKABLE SURFACE 2,0%-3.0% '" OO OO O GUTTER SLOPE SECTION D-D °a BACK oF CURB STANDARD P�AN 5 -2970250 2 0� 5 o°a D � FLOW �iNE ������o��� RE�ISEo: PEDESTRIAN CURB RAMP DETAILS -= REVISION: FRONT OF GIJTTER � o ��a APPROVED: 8- - 14 � � �������� nPPRovE�: "�" CURB FOR DIRECTIONAL RAMPS 11 �, ��@ — oPERATIONS EN�I R �'���q���� STATE DESIGN ENGINEER 8 —6—2 014 SAP 180-107-004 & SAP 180-111-003 SHEET 35 OF 214 � o°�o °��o INSET A INSET A o�o� w� o�a� o� o�wo LLp � FRONT OF GUTTER J�=p FRONT OF GUTTER BACK OF CURB/ BACK OF CURB/ mm�;� FLOW LINE EDGE OF WALK OO OO FLOW LINE EDGE OF WALK 0 O O O a. e 'o e O3 O 1/4" MIN. TO 1/2" MAX. °� a�.'Q� o: a�a.. Q' e: o a o . ;.'0 2-3% ' ,. o, 5% MAX. '' a 'a a 'a -a� . a.a'..'a. o:.a.a'.,� . ,o o. � . . a' _ 4 °: a'°. . p�:o.. a� , p� 7�� o�.p' �. :�'o�.�p' o. : G :��'o�.�p' p. o. .�'a.' , v. LLo�= �'o. �' o. :�'o.p' O. :D o. 0' O. .D .� � a,°� a' . ' 1/Z" R. (TYPJ a:'� 'a 'o,a :'� 'aVo,a:'� a 'o.a :'a ° :o.°a.. : 1/2" R. (TYPJ „ 7�� o. >Oo� 4 'od .��, d.�o4 . ��. d� �.4 � d �.4 . .O,�v ' 0. 4� . Q��D. Q�O.. Q'��. Q'O .0 . . . . . ' d.'. O d.p�. d.. . . . . . . . . '0..�4�� .v�: � .0'vd�,' :� .0`od.,' :� .0'od..� :. O' . , e O. . . . . . a.Q','a. ' , o':o.'°v.° ; o':o.°v.° ; o;:o.°v.° ; o;:o.°v.°�, ' �''v:° �a.°.. d" o'a.°�. a" o'a,°�. a" o'a,°� a" °.:p'o.�p' O.:p'o.p' � .'p'o h> ' ��a.°� a' ' o a.° d'.D.��a.°� d'.0 � a.°, d'.0 o.a.°. . . . . . . . o �� , �0, �0, ' �0; at�Q . Q�0..�Q���:Q O'. Q �4:.d� d �.U � d �.4 .�� �d �0 4 ��>o . p..0.'a,o'. p..0..�a.o'. p. . �p� ' ���d:•�, 'p�'� '�d:•�. 'p� - 24" 8-12" 24" 8-12" o: .°'° o: .°'° o . �0�0 O 4�O..�Q'�4:.4�O..�Q'�C:.4 ..D:o.:0. 0..0:o.. �° d. 'o.4 :. . . NON PERPENDICULAR OO PERPENDICULAR � INSET A PEDESTRIAN ACCESS ROLITE CL1RB & GLITTER DETAIL sawcuT MILL VERTICAL SAWCUT BIT. EDGE O & O PAVEMENT 5 & 3 EXISTING BIT. EXISTING BIT. O O EXISTING CURB PAVEMENT 2" BITUMINOIJS ° MILL & PATCH 1/2" R. (TYP.1 PAVEMENT REMOVE & REPLACE 1/2�� R. (TYP.) o:.a'a AND GIJTTER BIT. PAVEMENT ° o'.° ° a a o .° . . . . . 'a.. o:. . . � � � � . � �.o. ..o..`a;o': a..o..`a;o o.. ,o.. :o.'.' 'o" o" o ' o ' o.' 3" MIN. a �o 'o a ' �o 'o a ° ° ' ° ° ' ° ° ° ° ° �D . � D . �D . �O . �D . �D. � �D . �D . ��D . D . �D . � D . D . �O . ' �D . �O�. '�D . �D . 3° MIN. ° a 'o.4 . '° �d 'o.4 .'° �d 'o.4 .'° a 'o.4 .'° a 'o.4 .a . '° d 'o,a . '° d 'o,a .'° d 'o,a .'° d 'o,a ..a � a. .0 . a. a. M 'O . p�:0.�4�0'. p,.o.°. � ., ' o.� o.� ..0.°. . . . . . . . . Q 'Q.'o; d.a.� Q�a.. 4�� . ��. 4�.� : �'. 4'O : � . 4.� : �..�'od.'�.. �..�'od.'�.. �..� od.'�.. �..�od.'�. d'.O .0 Q.C G'.O .0 d.C d .O 0 Q.C d .O 0 d.4 4 .O .0 0 d.� d�.O:� d.� d�.O � d.� d�.O � J.� d�.O:� J,> d a a..'a ° . a a'..'a ° . a a'..'a ° . a a'..'a ° . a a a'.'a `,. a a'.. a °,. a a'.'a `,. a a'.. a `o a a'.'a `o SAWCUT � �o� '�o�.p' o�:��'o �I �0.': 'o':�' o.' 2q I 2q I CURB AND GUTTER � REINFORCEMENT FOR USE ON CURB RAMP RETROFITS NOTESe POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCE55 ROUTE (PAR) AT A 2% MAXIMUM. NO PONDING SHALL BE PRESENT IN THE PAR. SAWCUT BIT. SAWCUT ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN PAVEMENT VARIABLE DEPTH CONCRETE PAVEMENT 1/4 INCH. CONCRETE BASE EXISTING O FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON EXISTING BIT. PAVEMENT 2" BIT. PATCH CONCRETE PAVEMENT 3 1/2" R. (TYP.) PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: FANS, DEPRESSED �o O &O 1/2" R. (TYP.) � CORNERS, & ONE WAY AND COMBINED DIRECTIONALS. "� . a.. a , a a..a o:.a a.. a. o.. a . O2 FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED a a �> a � a �> a a 4 0. o: ' o.': ' � o.': ' o'.' o. ' °' o °'�' '.'o o . PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: PERPENDICULAR, � ' � '' � � ' � ' � � ' � '' � ' � ��D. D .��D. D . D , q ,: a.a'..�a.',, a a...a ',. a a. .a ',. a�a...a ', TIERED PERPENDICULAR, PARALLEL, AND DIAGONAL RAMPS. - ' '� ,o'p'o' '� ,o' p'o' '� ,o'p'o''� ,o'�'o''� ,o'�'.�' ' o,4 .'° a 'o,4 .'� .a . . a . _ '4 ' d.'o.G .o��, d.'o.4 . �� d.�o.4 .o��, d. �o.4 .'� d. �o.U ..� �d t . � . , . ..o..�:p.. �,0..�;0.. �,0..�;0.. �,0..�:0. o^a:, :a o°a ', o o, a a a o.a .o a a oo.a .o a :a oo.a :o a :a oo.a .o a O3 THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/q" o,°a , . o o.. a °': o::o.°v:°': a::o. a:.° :a::o�a:.° :a::o-�v:.° : t/2 aa �'a:>' • • O4 DRILL AND GROUT N0. 4 EPDXY-COATED 18° LONG TIE BARS AT 30° CENTER TO �o n 'a� � o 'e� a o�a'e� . d"°��a.°�. 4" °'a.°�. 4'�' 9'a.°. 4'�. o�a a� a�'. o�aa� a�'� .'0 . 0 p 'o.�a:° ; p' o v ° : p o �v:' , p �o.. d:° 0 0 0 0 0 ' a.''. o a o:'a.''. o a o, a.'. 'o a>, a CENTER INTO EXISTING CONCRETE PAVEMENT. �� � 4 O'.Q �4:.4�O..�Q'�C:. �� e.�� � . o a ' . . . .. . . . , I 24�� I I 9�� I OS ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. �_ PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY. O6 VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. __ O7 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. PAR GUTTER SHALL NOT BE OVERLAID. PAVEMENT TREATMENT OPTIONS Og WHERE PLAN SPECIFIES, DRILL AND GROIJT 2 - N0. 4 X 12" LONG REINFORCEMENT -- IN FRONT OF CURB & GUTTER BARS (EPDXY COATED). pa FOR �SE oN CURB RAMP RETROFITS S T A N D A R D P�A N 5 —2 9 7 02 5 0 3 0� 5 �_ o� E%� ��� REVISED: \°� �P --a REVISION: �� ��� PEDESTRIAN CURB RAMP DETAILS o_�� � � �����,�W��"`— E a APPROVED: 8- - 14 � @ APPROVED: �ao �m� � 0 o x - oPERATIONS EN�I R - �'���q����� STATE DESIGN ENGINEER 8 —6—2 014 SAP 180-107-004 & SAP 180-111-003 SH EET 36 OF 214 � �J LANDING ��o ���o �oo� WALKABLE RAMP WALKABLE o��m SURFACE SURFACE - 8-10% 8-10% "m�� CONCRETE � ��CONCRETE - FLARE FLARE _� � 1 � � 6 LL�� gq�K MATCH INPLACE / �� PAVED FLARES �F CURB HEIGHT MATCH INPLACE �> ADJACENT TO WALKABLE SURFACE \ �URB _ CURB HEIGHT � �F `URg \ 6 O a�= � � - C�,�-,6, � �r� � 6�Gµ .�'"d.�e�°'��.. �°oa � iq��U �`>.;'°000800 �{£f ~'� `°��:00�:90�0o r6 LAN�]NG �'�.....- -_ � _ ft,- _ _ - A p. � �.�� ) � - -`�{- _ Q'.�,�aR� � p� (1 � t�� � C(r�B T --���`a,� r�Qt�-WALk:ABLE /� RA�,iv , NUN-WALh:A6LE 4A�R �uP�j T��'CP Sl1kFAC� �-6 6 $URFACE , RADIAL dETECTABLE WARNING F2ECTANGIJLAF2 UE7ECT.4BLE Wa.F2NIN�i 3" M]I+IiMLIh+ CL1RB H�IGHT, 4" PREFERREp CUN�RETE o� � CUMCRETE� [M�ASIJREQ AT FR4NT FAfE 6F CUR81 FLARE FLARE ,. M�NsMun� FdR A �AIN. �" LEIJGTw fMEASLIRt� AL6PJG F�_OW LINEI 2 F�C37--i �} I�''�1``�� GETECTAE�E tDGE WITNC��J i r_i_��B AnlD Ui_1T i ER GEIECi�B�E Eu�E V�IIN PAVED FLARES CURB AND GUTTER OO ADJACENT TO NON-WALKABLE SURFACE LANDING CIJRB DESIGN V CURB DESIGN V o SEE APPROACH RAMP NOSE DETAIL NON-WALKABLE _ NON-WALKABLE O SIJRFACE SURFACE � 1 ���� ,:�%;; -;;;; NOTES: DIRECTION OF TRAFFIC 2� 2� SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. RETURNED CURB WHETHER A SURFACE IS WALKABLE OR NOT SHALL BE DETERMINED BY THE ENGINEER. CURB CONCRETE FLARE LENGTHS ADJACENT TO NON-WALKABLE SURFACES SHOULD BE LESS THAN 8' LONG DESIGN V MEASURED ALONG THE RAMPS FROM THE BACK OF CURB. O1 0" CURB HEIGHT. 1/2" R.� A O2 FULL CURB HEIGHT. VAR. 3 2' - 3' FLARE. LANDING TIJRF �6�� 4�� CURB & 2 O TOP OF GUTTER GUTTER OO IMMOVABLE OBJECT OR OBSTRIJCTION. °'a "° OS SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED a� RqMp °' ° °.'�� . N AS NEEDED ON ALL RAMPS AS FIELD CONDITIONS DICTATE. THE ENGINEER SHALL �� �':° a:` : � NON-WALKABLE NON-WALKABLE a . o.. . a . 7" DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE OF BOTH ROADWAY AND SIJRFACE SURFACE °�' 2 � SIDEWALK, ADJACENT PROPERTY CONSIDERATIONS, AND MITIGATING CONSTRUCTION IMPACTS. 1:6 1:6 � 6O WHEN NO CONCRETE FLARES ARE PROPOSED, THE CONCRETE WALK SHALL BE FORMED AND GRADED GRADED 1 q CONSTRUCTED PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" BETWEEN EDGE OF FLARE � FLARE SECTION A-A O DOMES AND EDGE OF CONCRETE. �� �� 2 O7 IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS, DETECTABLE WARNINGS SHALL 2 3 1 3 2 BE PLACED 1' FROM THE EDGE OF ROADWAY TO PROVIDE VISUAL CONTRAST. U" APPROACH NOSE DETAIL O8 ALL CONSTRUCTED CIJRBS MUST HAVE A CONTINUOIJS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. THIS DETECTABLE EDGE REQUIRES DETECTABLE WARNINGS WHEREVER GRADED FLARES THERE IS ZERO-INCH HIGH CIJRB. CURB TAPERS ARE CONSIDERED A DETECTABLE -= FOR DOWNSTREAM SIDE OF TRAFFIC EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS = AND UNIFORMLY RISES TO A 3-INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A -- T Y P I C A L S I D E T R E A T M EN T 0 P T I O N S OO DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS. °a STANDARD P�AN 5 -2970250 q 0� 5 �_ o� E%� ��� REVISED: \°� �P --a REVISION: �� ��� PEDESTRIAN CURB RAMP DETAILS o_�� � � �����,�W��"`- E a APPROVED: 8- - 14 � @ APPROVED: - oPERATIONS EN�I R ���'off q������ 8 —6—2 01 q SAP 180-107-004 & SAP 180-111-003 SHEET 37 OF 214 STATE DESIGN ENGINEER � ��o °��o 1:3 ��p= LANDING EXISTING ��...-� �1/2' R. o��� �p WALK �.,..�...,, o��o �� �oe. 1' R• 1/2' R. �a� 3ii / ' � •�� o�� Lzu �o �'�� A A � ;;� �`� V RI BLE 36" / o e� � 36�� HEIGHT H ; ��1, � MAX. � MAX. 'o° :�: ;;,�'1 R oi�o 12�� 12�� 6�� _ o�� 3" eo 6° CONCRETE WALK 2 a�= �1 ��>o ,� 3" MINIMUM CLASS 5 `°`° � AGGREGATE BASE 36�� MAX. a . • . � � V CURB ADJACENT TO LANDSCAPE V CURB INTERSECTION � a. o' a .:o.°a . �': . .o..� CURB WITHIN SIDEWALK LIMITS 3 � ; —_ a o 'a .°•a.° d .°•a LANDING CONCRETE CURB DESIGN V �, s�� ° CURB HEIGHT CURB WIDTH o. H W 36" MAX. �z�� ' e-'o'� . TYPICAL SIDEWALK SECTION 1 � 6" 4" e e WITHIN INTERSECTION CORNER EXISTING , z 6" 6" 36" MAX. � >/ , 1/2' R. �o� e , � WALK � EXISTING - �� 1" R. 1 BUILDING 36" MAX. � 12" VARIABLE EXISTING 12" > >>'� 'rr7�'°' HEIGHT WALK 3 3�� �o�� H 1' R. , 6" Dee:e VARIABLE SIDEWALK REINFORCEMENT OO OO ° "EIc"T �°° e°� H 2 e��' � 6� .oee�o e o�-e o PLACE DETECTABLE , 2 ° � WARNINGS ENTIRE ' A - ° WALK/PATH WIDTH • ° < � � < . V CL1RB ADJACENT TO LANDSCAPE . � � � ` CURB OUTSIDE SIDEWALK �iMiTs V CURB ADJACENT TO BUILDING , DETECTABLE 0 R B A R R I E R a � o000000000000000000000000 0 ' ' ° WARNINGS . � � � � NON-WALKABLE � , , , 4 SURFACE NOTESe n ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. a'I la � ° � • NEAREST WHERE RIGHT-OF-WAY ALLOWS, USE OF V CURB SHOULD BE MINIMIZED. GRADING . RAIL 1' MIN. ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. 4' 8.5" SIGNAL POLE V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. ' FOUNDATION V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS o PEDESTRIAN TOP OF SIDEWALK ELEVATIONS. PUSH BUTTON STATION BASE O1 END TqpERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. • . , LANDING O2 ALL V CIJRB SHALL MATCH BOTTOM OF ADJACENT WALK. �o ° � � O3 EDGE BETWEEN NEW V CURB AND INPLACE STRIJCTIJRE SHALL BE SEALED AND P� PEDESTRIFiN° ' ' BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V-CURB. �N GATE ARM ' RAMP NON-WALKABLE Oq NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12' � ° � ° . 5 SURFACE MINIMUM TO 15' MAXIMUM FROM THE NEAREST RAIL. FOR SKEWED RAILWAYS �N v � - , � �� IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12' MEASURED ' � � � PERPENDICULAR TO THE NEAREST RAIL. - ° ' DETECTABLE . < WARNINGS O5 WHEN PEDESTRIAN GATES ARE PROVIDED. DETECTABLE WARNING SURFACES SHALL . ' BE PLACED ON THE SIDE OF THE GATES OPPOSITE THE RAIL. 2' FROM THE , . ° APPROACHING SIDE OF THE GATE ARM. U� ' O6 WHEN PLAN SPECIFIES, DRILL AND GROUT N0. 4 12" LONG REINFORCEMENT BARS AT • ° 36" MAX. CENTER TO CENTER (EPDXY COATED). CONCRETE WALK EDGES ADJACENT O7 TO ENSIJRE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS MAY - BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET -- RAILROAD CROSSING TO CONCRETE STRUCTURES WHEN LANDINGS ARE casT SEPARATELY. pa PLAN VIEW STANDARD P�AN 5 -2970250 5 0� 5 �_ o� E%� ��� REVISED: \°� �P --a REVISION: �� ��� PEDESTRIAN CURB RAMP DETAILS o_�� �\,� � � �����,�W��"`- E a APPR VED: 2-9-2015 � @ APPROVED: —�^'�' � ��� 2 —9—2 015 SAP 180-107-004 & SAP 180-111-003 SHEET 38 OF 214 — oP[finTioNs[n�ci�lEEa r ���ff q��� STATE DESIGN ENGINEER � � ��_ ��I�,�m/i� , - � - - LEGEND �Z - - -`, _-_ � - �;Lr; � STAGE 1 CpNSfRUCTION �, 75D� 3�70' - � -_ �j-; . MISSISS PPI �UNES BLVd � - - � � ' � � _ 0 STAGE 2 CaNSTRUCTION _ � � -;i , - CITY O�COTTAGE GROV� " G � _, I�- I - J �- • i _- � STAGE 3 CONSTRUCTIDN „ WASNINGT�N C�UNiI' g �_'� - ��_ i i ; � � _ MINNES�TA � 1=. ' STA. 109+89 �I `" - �-� _ E - rn � � - � _ _ �� � � r BEGI�V SAP].80-1a7-Db4, � � ' r--- ,_-1'�_,. � � .;� SUMMERS LANDING � � . _ _ HAp�EY AVE � I �� - STA. 1QZ4+10�. _-------- - 1 ` - (UNDER CONSTRUCTION) � �- � SrA. ss�f�a ���� ��;� __ _ __ - , � 1 � � `� /``'"��, I DlJNES AVE � I - I� - -- -- ! /- . � r~ ' � I ._ . � .� -- - . -- . �' l_�- % _ i-� . . . . i - � - 'y_'� - - - _ - - - - ���. � � f r _ —,� _ i .,� �; _ , - � �i ¶ �-- - -- � , , - � ._. _�. ; �: . �,. � i � I � o i . , - I M � , , - _ C . , _ � �,., HADLEY AVE - _ NI p tl r � Il � <,� i I �� � --- � I � .�� •--�---- � _ L.c \ � � �a -- -- - � --- --- --- _.. - - —��,1 __ i� I � -- � - _ . - - � � ---__ :. _ '�,,- :cr� I II � - � � i � � � �` � �� � � I 1j i I, f� �' I � I _ I . I cnJ PINE HILL _ _ '� +, 1 N � ��� ----- — -- �. _ .�_ �LEMENTARY � 1 �- -- - � - -- -- ._ _ _ _ � ; J - z - ._i� - - A V - _ LE E - - �; ;. L7 r-I' . ,'�-� EIVbSAP'18D'111 �Q� I _ i � , A o SCHOOL r� I—I' � � � 1 r � � � - � � _ . . . Z. -_' - L __� ( �I _ _ —i �" i _ _ 1 I� �—'�� . . . . . _ _ f rn , EN6 5 18 7 4 �' ' - 45TH STREET UTF1 i �v AP � 10 flfl - - , C3 i - � _ rn I -- - 1 I ' ry oF���==� � ' i- - _' I � 1 - .. ---- -� o i� - - � +__ ._S.TA:_113+;9�3 .� I,� ' ' I I � ` �-�� NADLEYAVE _,I _�a�� —. _ - _ _ . . - -- - _. _ rn; ;`�; _ J �?.� - � STA. ].�59+30 - - -- - - - HALLN�ARK AU'E' �, I I. I . I_ I_ l.__I,_.:� � � � �j _ . '�- - � �. ` -1J_J_L1.1�- -� �--: : � - _ - ; ,�_� � ' 1� '�__ .NP,h1LEf P,l/� !' I �� I �, HAMLET AV� _-- i..l� �,, �� — — � --- �� � _ - -i iii� � "'' �.• � � _ ���ti, � _�J �� .T[] � '_� ���� 'I � __ �. I _ y`�..II ����' �\ ...,� � _�`�= � � � �' w ���,` -',� _,- � . � {' --- � � � � ,_ � ��� - �`�y� _�� I � � � t� ' � �- _---- -- -- � � I I I I I ��/�f�'�ES AVE . I � ��� a' I�� � �,�" ' - � . i , -- --- ,---1 � i - ' � i - ! ,I` � �G �' I I �. .. 5 P� �TA�Q4RD NA ION I5 A�VTICiPATED WIThi SUMMER'S LANDING DEVELaPMENT.C4NTRACf4R WILL �Nd 5AP 180-111-003-' - I � -$4�• �R����� 8E R�QUI�ED T�C�aE��IiVAT�ACCES5 T�TNE SITE AND CQIVSTRUCTIQN��ENTRANCES. 95TH STREET 50UTH 2. CQIV7RACFOR I5 RFQLIIRE�TQ MAINTAIN EI�HER 94TH SY Qi�MI55I55IPPI QUNES BLV�OP�N STA, 127+�9� � �QR ACCE55 INTD 5t��1N��R'S U�NDI�lG �]�IIELOPNIENT DURING STAGES 1 ANa Z � ;- 3. C��VTGL4C'i�R I5 REQLJIRED Ta MAINTRIIV 97TH 5T�R MISSI55IRPI DUNES 6LVD�PEN F�1� iVEIGl�BORH�4D A�CE55 C]URIiVG STAGES Z AN�3. STAGE 1 CONSTR�ICTiQN STAGE Z CONSTRUCTIDN STAGE 3 CQNSTRUCTION 1. RECONSTRUCTION OF HADLEY AVE. FROM STA. 10Z4+10 TO END OF 1. RECONSTRUCTION OF 95TH STREET FROM BEGINNING OF PROJECT TO STA. 1. RECONSTRUCTION OF HADLEY AVE. FROM BEGINING OF PROJECT TO STA. 10Z4+10. PROJECT. 109+89. � Z. RECONSTRUCTION OF 95TH ST. FROM STA. 109+89 TO END OF PROJECT. STAGE 3 TRAFFIC U STAGE Z TRAFFIC STAGE 1 TRAFFIC 1. HADLEY AVE. CLOSED TO TRAFFIC FROM 100TH ST. TO 95TH STREET. - 1. 95TH STREET CLOSED TO TRAFFIC FROM MISSISSIPPI BLVD. TO HADLEY AVE. Z. MAINTAIN TRAFFIC BETWEEN 100TH STREET TO HADLEY AVE. SOUTH OF 100TH ST. - 1. HADLEY AVENUE CLOSED TO TRAFFIC FROM 97TH ST. TO 90TH ST. 3. MAINTAIN TRAFFIC AT INTERSECTIONS OF 97TH ST., 98TH ST.,AND 100TH ST. _ Z. 95TH STREET CLOSED FROM MISSISSIPPI BLVD.TO HAMLET AVE. STAGE Z COMPLETION -OCTOBER 15, Z016. �x 3. MAINTAIN TRAFFIC AT INTERSECTIONS OF 90TH ST.AND 94TH ST. STAGE 3 COMPLETION -JULY Z8, Z017. 4. MAINTAIN ACCESS TO SCHOOL. STAGE 1 CQMPLETIQN - PRIQR T�SCNQOL START-SEPTEMBER Z, ZQ15. ;.�� �.�. ��.� a t:t,�E�,,� C1TY D� CaTTAGE GR�V�, MN 39 _ . 4, �'RELTMINARY 90 I� � �� � Stante� STAGIflG PIAf�! ' -l.tr A�]fii� �t3, 2�1� C�i�VE , , HA�LEY AVENUE lMPROVEMEPlTS � r•.er .cr� -�,- .i.,�•�-�r.�ti:..t - _- "� F����.,•�e��n;�c"Iv Mec� ;:„;,_���..." ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-003 ��t� =VNa�.�•fl: • 5��, � � o°�g HORIZONTALCONTROL °��o THE HORIZONTAL CONTROL FOR THIS PLAN IS NAD83 --LL LL WASHINGTON COUNTY COORDINATES. o�o� w� o�a� o� o��o -��� HADLEY-TRAIL-LT _o�= HADLEY AVE �""�_ � _ o-- _�D_ i z + 0 _�= o ��r � cioz w � � 996 uoi 997 _ 998 999 1000 0 1001`� _y 1002 ~ �� U BEGIN SAP 180-107-004 � STA.996+30 � � HADLEY-TRAIL-RT � � �� 2 O �CI300 � �0 1 2 �Z — 0 25' 50' HADLEY-TRAIL-LT �O 3 4 5 _ � 6 N o � _ 7 8 9 — O + + � O � HADLEY AVE � o w HADLEY AVE w � �'03 1003 H J — —_� _ 1004 _0 101 1005 1006 1007 1008 1009 1010 J _ _ " U H U � a = a - � HADLEY-TRAIL-RT �I � rn °'> a6 0 u3z� Ca302 om _ usos _ 4 _ 5 �C1301 0� � ������o C1303�— g o 9 — �o �Z -- C� 25' Sq' x.7 �'rr.'.� ?A' ;'.[.•'- rv[• . Q t:t,�E�,,� C1TY �� CaTTAGE GR�V�, MN 4� _ _- II�" �RELTMINARY 90 IQ � r� �• � Stantec �LIGhlMrtJT PLAN - ��".;i i�: •C.P�F'F CSC�V� '°`"` " A�J�'I� Z�� ZO1� ;�.. �,�p3p���cY r+a�r ;�,s ��.;'„,r ';..• H�O�EY,4�E+�Ur HA�LEY AVENIJE IMPROVEMEPl�S - .""°�"" �'�F���<.,•�e ;:„;,_������.5' ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-0D3 ��� � ��o °��o o�o� w� o�a� o� o��o "m�� HAD LEY-TRAI L-LT - o 0 -°�= o u� Ouais 10 11 12 _ 13 p 14� 0 15 16 _ 17 ^ � M � a�Q � � ��'° r' HADLEY AVE r' w w �°�° z z � � J J Uioii ioiz HADLEY AVE iois ioi4 I «04 iois ioie ioi� U a a � HADLEY-TRAIL-RT � u3oe C1304� �isBs C1306 10 11 12 C1305 � 1�— � �"j'o IS e �— _ C1307 16 17 H -. o (n M _ � ^ Z � 0 25' 50' HADLEY-TRAIL-LT HADLEY-SB RDBT_EOP_OUT_SW 0 0 �n o + 18 19 20 21 22 23 ^ — — o — z�� lr O �—� O ,--i ,--i w HADLEY AVE w �J 300 � �soz — �e—, J HADLEY AVE ���V�B 8 C406C o' — c4os �°— �, � a 1018 1019 1020 1021 1022 e _ 30i M = — _ 1023 —d�-�4 i�oa�� 6 1025 = ��— C10 U " U zoi �eoz � �z�2 L803 � _ � 0� �sos a C305 � � C300 � L ��$� ? L301 - HADLEY-TRAIL-RT � — �'M HADLEY-NB 18 19 20 uszz 21 22 23 24 '° RDBT_EOP_OUT_SE �Z -- G� es' sn• �' _.. :�:�- �..f• Q t:t,�E�,,� �1TY �� CaTTAGE GR�V�, MN �1 _ _- II�" �RELTMINARY 90 IQ � r� �• � Stantec �LIGhlMrtJT PLAN - ��".;i i�: •C.P�F'F CSC�V� '°`"` " l�1��'I� ��� 2�1� ,�.. �,�p3p��icY r+a�r ;�,s ��.;'„,r ';••• HAO!E'f AVE�iJr HA�LEY AVENUE IMPROVEMEPl�S - .""°�"" �'�F���<.,•�e ;:„;,_������.5' ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-0D3 ��� � � � ��, a "" \ °`� 95TH-WB 95TH EB � � w� � � o°�o u ���0 95TH-TRAIL-RT � Z ���� � 95TH T � 0 0 0� � RDBT-CENTISL-EOP o�p o � 0 25' 50' ww ry p p � ,� RD BT m�"' d � ciioz � � �ti o/,/ HADLEY-SB �ono + RDBT_EOP_OUT_SW o cizoo� y�o� RDBT_EOP_OUT_NW HADLEY-TRAIL-LT � ,� + N p 'ti�" U zb I 2 uaoo 27� _ � 28 29 30 31� 32 N ��� � M �a�� O ° �oo c1zo1�v c1zo4 �n O ��>o �--� 25 � o "' � '� w /5 I 304 voa — v � 3ps _ o o W �°�° z 3 — �C1202 �� �soi — � z�soi �5oz o o i �50o H A D L E Y A V E Z J �C404 Ca� `io�� I� '�' ' C�p3 _ C104 � �"� _ � C801 20 ._ �e oo °, z voz 306 704 _�os 10z�6 HADLEY AVE � J � C�OZ 1�� �_ios l�z� � �5 C89-� � 1030 1031 1032 = � p — — � 0 206 �eoi �W/ (, �— � — / II C1203 '" Q C800 203 C3p �, ~ � C70� p O�'p3 �I o � � C602 � 3 �soi y 4 �6oz 4 a � `�, � F I I 3 e � 3 C301 �„oZJ�cJo � c9oz �o� z8 �RDBT_EOP_OUT_NE � � RDBT_EOP_OUT_SE \ M o I' ti� e �� — _� HADLEY-NB HADLEY-TRAIL-RT S U 25 C1315�1329�� �i3z3 26 I � 29 — o-- � _� o— 0 3� us�a 31 32 C1308 �o � I� ��� fo � � RDBT_EOP_OUT_SEZ ~ ^� � e J= �, � I rn � "� �Z 0 25' 50' I� � HADLEY-TRAIL-LT � �n o + + N �33 0 ualoi 34 a 35 36 _ 37 38 39 � M � ' � O O w o HADLEY AVE w Z � Z J J 1033 1034 HADLEY AVE 1035 1036 1037 1038 1039 1040 = _ — � � I � a a _ � � o X 33�p �lisiz 34 o C1311 �� HADLEY-TRAIL-RT U M L131t i �1131\ 35 _ C1310 36 37 38 usia 39 40 �o � I � _ � _ � � � - •,+ i y _.�� :�a:�- r•:t• . Q t:t,�E�,,� C1TY �� CaTTAGE GR�V�, MN 42 _ _- II�" �RELTMINARY 90 IQ � �• � Stantec �LIGhlMrtJT PLAN - �r.;i ir: ,c.rru•r [ryi['i1VE '°`"r " A�J�'I� Z�� ZO1� ,�.. �,�p3p��icY r+a�r ;�,s ��.;'„,r ';••• H�O�EY,4vE+�Ur HA�LEY AVENIJE IMPROVEMEPl�S - .""°�"" �'�F���<.,•�e ;:„;,_������.5' ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-0D3 ��� � ��o °��o o�o� w� o�a� o� o��o -m�� � = o 0 _o�= + HADLEY-TRAIL-LT + o�o O 40 41 42 a o uaos 43 44 45�� 46 47 � � � o�> ri ri V..� V..� �o�o z o z J HADLEY AVE J = HADLEY AVE � _ U 1041 uoz 1042 1043 1044 1045 � 1046 1047 � a T a � � C1317 C131�13�6 43 u3v o 131 o�i3zs;q � — 45 4 usie 42 �13ts 47 41 C1313 0 � I � HADLEY-TRAIL-RT o � z Z N O� .. � � 0 25' 50' � � ll� + HADLEY-TRAIL-LT n � O , 48 49 , 50 , 51 _ o-_Sz C1402 I �911 _� yYp� S L191�1� z LC1401 � � L1919 e L1920 J3V L19ll _ � � HADLEY AVE m = � � _ io4s 1049 HADLEY AVE ioso iosi iosz ioss ios4 �5 � a � = I 5_L1338 L1333 L1390 �13q1 O1 �L1330 L1331 � � � � �� -�L1339u�� �x L13�89 C1319 L1329 5� L1303 � 51 L13W _ — 0 9 �� - -\� L1321I e L1319 5� �m 48 �isoz _ � C1318 � � � o-1- � 2 =° HADLEY-TRAIL-RT �Z o _ �J rn �D 4 25' SG' [y ?.�� :�.C�- r.�[• . Q t;t,�E�,,� �1TY D� CaTTAGE GR�V�, MN 43 _ _- II�" �RELTMINARY 90 IQ � r� �• � Stantec �LIGhlMrtJT PLAN - ��".;i i�: •C.P�F'F CSC�V� '°`"` " l�1��'I� ��� 2�1� ,�.. �,�p3p��icY r+a�r ;�,s ��.;'„,r ';••• HAO!E'f AVE�iJr HA�LEY AVENUE IMPROVEMEPl�S - .""°�"" �'�F���<.,•�e ;:„;,_������.5' ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-0D3 ��� � h�,,, N _�pl ^� ��0 ��aFOOUDh 000� 95TH-TRAIL-LT � r o��o _ma� 0 1 1 Z 1 3 � 4 u600 � 5 � 6 �— � � -o�� + 95TH ST co I � ��;r` w 95TH ST z ���� 101 102 103 104 _ 105 _ 106 �zoo 107 1 J � _ U o ~ m I a � � w z � 0 a �— 1 _ z , 3 �i5oo , _ ? , 5 � — 6 e a � N � � I 95TH-TRAIL-RT � � � � 0 25' 50' 0 95TH-TRAIL-LT RDBT � �'��� � `-' I RDBT_EOP_OUT_NW N_ d �� HADLEY AVE �,y Cll 3 " RDBT-CENTISL-EOP I 95TH ST 95TH-WB �a � �'� RDBT_EOP_OUT_NE ci�4� �� � N O ���6 � � y � 9 ueoi � 10 10 �,� '" �I —� � C1203 O / 504 I uoo: � � � � —a 50 "tl I + —�4 — C '' � _` C600 18 O O � � —� 6 �sos 5 —� �10�3 � C1200�' C1z� I Cr��r 505 C1002 + � 500 501 u000 � 502 � — v C120 --a— —e � w �— � C901 � 0 405 115 �9oi '� z $ 95TH ST io9 iio iii _ iiz I 4°l3 a-rr� — — 404�i ozo�'_ ���—� ,-i � — J 4� �9oz — C90� 4014 0 `� C902 _ _ 401 �9os o 402� C 900 —�� o� 4p� � � C304 �°z Z � � — — �L303 ~� C400 � �p N- a� `.�oi J �° a 0 �aoo 1 �aoi 2 _ � _ 3— CII�O I p"'� �vao = �— ' 0— o�� C��' O�/ � � RDBT_EOP_OUT_SE � � � u 11— � � J2 — G� N 10 �� — o C1 O1 Q _ — 9— _ ,��— — U� N �vo3 �I � o � _ � �o � — 8� — ,s \ UD� �"'°Z RDBT_EOP_OUT_SEZ o� HADLEY-SB � � � �M 95TH-EB � N � � p 95TH-TRAIL-RT RDBT_EOP_OUT_SW � o I � ;o � HADLEY-TRAIL-LT� \ � � y � HADLEY-NB o� F� � U _ K! N [�p . M _- (] 2S� �L1 � O � �� G - �• p� C M" V Cn i y _.�� :�a:�- r.�f• . Q t;i,�E�,,� } C1TY DF CaTTAGE GR�V�, MN 44 __- �� �'RELTMINARY 90 IQ � r� �i' � S4ant�C ALIGhlMrtVT PLAN ��".;i i�: •C.P�F'F CSC�V� �°•"` " l�1��'I� ��� 2�1� ,�_� �,p30�r�iv+���� ;"s ���'„,� ':••• 95TH SiREET SQUiH HA�LEY AVENUE IMPROVEMEPl�S .""°�"" '�F���<.,•�e ;:„;,_������.5' ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-0D3 ��t� � ��o °��o o�o� w� o�a� o� o��m - RDBT_EOP_OUT_NE 95TH ST _ma� 95TH-WB _o�= � T�eoo p o�o � 95TH ST ="' + �loo� soe oQ=Q "-'d° � 405 116 0 —� C1003 507 lll 507 118 119 120 121 _ _ 122 _ _ 1: - � � �o�o w z i--i J � 6 �soa � 6 _ U Q RDBT_EOP_OUT_SE � N � o zs' so' � �M ;o �•' :�:�- �.f• ��.R: Q t:t,�E�,,� } C1TY �� CaTTAGE GR�V�, MN 45 - - '�' � �C�P�F'F �'RELTMINARY 90 IQ � �i� � S4anteC .ALIGhlMrtVT PLAN ' ;I Ir A�]fii� �� 2�1� C�i�VE , ; ,,;,„,,.;:.., 95TH STREEf SQUTH HA�LEY AVENUE IMPROVEMEPl�S � r•.n- .u� -�, - - •rrr.�;rec . I r'ere F�iec ar�A�`ro3C�ritv Na�� S ..�:i.r�•.55��? - ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � o°�o °��o HADLEY AVE RDBT_EOP_OUT_NW o�p� � BEGIN END PI BEGIN END PI BEGIN END BEGIN END PI BEGIN END PI BEGIN END o�o� SEGMENT DELTA DEGREE RPDIUS TPNGENT LENGiH SEGMENT DELTA DEGREE RPDIUS TPNGENT LENGiH o�� STAIION STAIION STAIION (NORTH,EASn (NORTH,EASn (NORTH,EASn DIRECIION DIRECIION STAIION STAIION STAIION (NORTH,EASn (NORTH,EASn (NORTH,EASn DIRECIION DIRECIION o��" _ L101 991+24.23 1000+9936 120558.17,465919.86 121533.29,465923.60 NO°13'll"E L500 0+00 0+60.04 12441430,465916.15 12435431,465913.92 52°07'43"W "�Q C102 1000+9936 1001+11.86 1001+05.61 1°25'S6" 11°27'33" 500.00 6.25 12.50 121533.29,465923.60 121545J9,465923.81 121539.54,465923.63 NO°13'll"E Nl°39'06"E L501 0+60.04 0+97.12 12435431,465913.92 124317.22,46591378 SO°13'll"W L103 1001+11.86 1004+19.46 121545J9,465923.81 121853.26,465932.67 Nl°39'06"E C500 0+97.12 1+3336 1+15.25 2°42'S8" 7°29'40" 764.50 18.12 36.24 124317.22,46591378 124280.99,465914.50 124299.10,46591371 SO°13'll"W 52°29'47"E - C101 1004+19.46 1004+31.96 1004+2571 1°25'S6" 11°27'33" 500.00 6.25 12.50 121853.26,465932.67 121865J6,465932.88 121859.51,465932.85 Nl°39'06"E NO°13'll"E L502 1+3336 1+75.86 124280.99,465914.50 124238.54,46591635 52°29'47"E -o�� L104 1004+31.96 1024+98.95 121865J6,465932.88 123932.73,465940.80 NO°13'll"E C501 1+75.86 2+11.89 1+94.14 24°OB'46" 67°00'45" 85.50 18.29 36.03 124238.54,46591635 124203.27,465910.40 124220.27,465917.14 52°29'47"E 521°38'S8"W ���o �oap p w o 4 C103 1024+98.95 1025+12.27 1025+05.61 1°31'37" 11°27'33" 500.00 6.66 1333 123932.73,465940.80 123946.05,465940.68 12393939,465940.83 NO°13'11"E Nl°18'26"W C502 2+11.89 3+26.91 2+72J9 46°34'35" 40°29'30" 141.50 60.90 115.03 124203.27,465910.40 124124.07,46583137 124146.66,465887.93 521°38'S8"W 568°13'33"W oa�� L105 1025+12.27 1027+98.95 123946.05,465940.68 124232.65,465934.14 Nl°18'26"W C503 3+26.91 4+14.56 3+71.25 21°19'23" 24°19'46" 235.50 4433 87.64 124124.07,46583137 124107.28,465745.86 124107.62,465790.20 568°13'33"W 589°32'S5"W ��> - C104 1027+98.95 1028+12.27 1028+05.61 1°31'37" 11°27'33" 500.00 6.66 1332 124232.65,465934.14 124245.98,465934.01 12423931,465933.98 Nl°18'26"W NO°13'10"E L503 4+14.56 7+30.27 124107.28,465745.86 124104J9,465430.16 589°32'S5"W � � L102 1028+12.27 1054+49.49 124245.98,465934.01 126883.18,465944.11 NO°13'10"E C100 1054+49.49 1058+08.55 1056+40.24 47°50'36" 13°19'29" 430.00 190J4 359.06 126883.18,465944.11 127202.48,465803.94 127073.92,465944.85 NO°13'10"E N47°37'25"W L100 1058+08.55 1059+54.57 127202.48,465803.94 127300.90,465696.07 N47°37'25"W RDBT EOP OUT NE SEGMENT BEGIN END PI DELTA DEGREE RPDIUS TPNGENT LENGiH BEGIN END PI BEGIN END STATION STATION STATION (NORTH,EASn (NORTH,EASn (NORTH,EASn DIRECTION DIRECTION 95TH ST L600 0+00 0+98.14 124109.23,46612372 124108.91,466025.59 589°48'S6"W BEGIN END PI BEGIN END PI BEGIN END C600 0+98.14 1+25J2 1+11.98 12°29'35" 45°17'35" 126.50 13.85 27.58 124108.91,466025.59 124111.82,465998.21 124108.87,466011J4 589°48'S6"W N77°41'29"W SEGMENT STATION STATION STATION DELTA DEGREE RPDIUS TPNGENT LENGiH (NORTH,EASn (NORTH,EASn (NORTH,EASn DIRECTION DIRECTION C601 1+25J2 1+95.87 1+66.60 73°45'00" 105°07'48" 54.50 40.88 70.15 124111.82,465998.21 12416132,465955.46 124120.53,465958.27 N77°41'29"W N3°56'29"W L200 100+00 113+65.26 124072.11,464518.16 124082.86,46588338 N89°32'S6"E C602 1+95.87 2+31.13 2+13.51 4°09'40" 11°48'OS" 485.50 17.64 35.26 12416132,465955.46 124196.55,46595431 124178.91,465954.25 N3°56'29"W NO°13'll"E L201 113+65.26 114+65.27 124082.86,465883.38 124084.24,465983.38 N89°12'44"E L601 2+31.13 3+BBJ3 124196.55,46595431 124354.15,465954.92 NO°1's'll"E L202 114+65.27 136+07J6 124084.24,46598338 124091.51,468125.86 N89°48'20"E L602 3+BBJ3 4+48.77 124354.15,465954.92 124414.16,465953.15 Nl°41'22"W RDBT_EOP_OUT_SE HADLEY-SB SEGMENT BEGIN END PI DELTA DEGREE RPDIUS TPNGENT LENGiH BEGIN END PI BEGIN END SEGMENT BEGIN END PI DELTA DEGREE RPDIUS TPNGENT LENGiH BEGIN END PI BEGIN END STATION STATION STATION (NORTH,EASn (NORTH,EASn (NORTH,EASn DIRECTION DIRECTION STATION STATION STATION (NORTH,EASn (NORTH,EASn (NORTH,EASn DIRECTION DIRECTION L305 0+2338 0+67.50 123690.86,46595838 123734.98,465958.54 NO°13'll"E VOl 300+00 300+08.12 123683.81,465933.85 123691.93,465933.88 NO°13'll"E C305 0+67.50 1+00 0+83J5 1°15'06" 3°51'07" 1487.50 16.25 32.50 123734.98,465958.54 123767.47,465959.02 123751.23,465958.61 NO°13'11"E Nl°28'17"E 000 300+08.12 301+45.28 300+76J3 3°55'45" 2°51'S3" 2000.00 68.61 137.16 123691.93,465933.88 123828.96,465939.11 123760.53,465934.14 NO°13'11"E N4°OB'S6"E L300 1+00 1+60.15 123767.47,465959.02 123827.44,46596378 N4°32'06"E V00 301+45.28 302+24.92 123828.96,465939.11 123908.40,465944.87 N4°OB'S6"E C300 1+60.15 1+75.04 1+67.60 0°34'28" 3°51'25" 1485.50 7.45 14.89 123827.44,46596378 123842.29,465964.84 123834.87,465964.27 N3°47'19"E N4°21'47"E 001 302+24.92 302+9036 302+57.77 12°29'S1" 19°OS'S5" 300.00 32.85 65.44 123908.40,465944.87 123973.66,465942.48 123941.16,465947.24 N4°OB'S6"E NB°20'S5"W L301 1+75.04 2+28.67 123842.29,465964.84 123895.77,465968.92 N4°21'47"E C702 302+9036 303+23.12 303+06.80 12°30'43" 38°ll'S0" 150.00 16.44 32J6 123973.66,465942.48 124005.29,465934.23 123989.93,465940.09 NB°20'S5"W N20°51'37"W C301 2+28.67 3+59.86 2+95.24 23°54'Ol" 18°13'OS" 314.50 66.56 131.19 123895.77,465968.92 124024.87,465951J2 123962.14,465973.98 N4°21'47"E N19°32'14"W V03 303+23.12 303+73.43 124005.29,465934.23 12405230,46591632 N20°51'37"W C302 3+59.86 3+70.48 3+65.18 8°03'22" 75°53'18" 75.50 532 10.62 124024.87,465951J2 124035.09,465948.89 124029.88,465949.94 N19°32'14"W Nll°28'S1"W VO4 303+73.43 304+88.12 12405230,46591632 124166J2,46590830 N4°00'34"W C303 3+70.48 4+12.95 3+97.83 91°49'17" 216°12'38" 26.50 2736 42.47 124035.09,465948.89 124066.49,465970.41 124061.90,465943.44 Nll°28'S1"W N80°20'26"E C703 304+88.12 305+61.40 305+26.49 41°59'13" 57°17'45" 100.00 3837 73.28 124166J2,46590830 124234.67,465931.03 12419633,46593270 N39°29'25"E N2°29'47"W C304 4+12.95 4+51.85 4+32.44 9°27'S4" 24°19'46" 235.50 19.50 38.90 124066.49,465970.41 124069.82,466009.13 124069J6,465989.63 N80°20'26"E N89°48'20"E V02 305+61.40 306+08.40 124234.67,465931.03 124281.62,465928.98 N2°29'47"W L302 4+51.85 4+56.06 124069.82,466009.13 124069.84,46601334 N89°48'20"E C704 306+08.40 306+43.95 306+26.18 2°42'S8" 7°38'22" 750.00 17J8 35.55 124281.62,465928.98 124317.17,465928.28 12429939,465928.21 N2°29'47"W NO°13'11"E L303 4+56.06 5+5632 124069.84,46601334 124060.20,466113.13 584°29'04"E VOS 306+43.95 306+47J5 124317.17,465928.28 124320.96,465928.29 NO°13'll"E L304 5+5632 6+87.09 124060.20,466113.13 124060.97,466243.89 N89°39'43"E V06 306+47J5 306+77J8 124320.96,465928.29 124350.92,465930.40 N4°02'02"E RDBT_EOP_OUT_SW HADLEY-NB SEGMENT BEGIN END PI DELTA DEGREE RPDIUS TPNGENT LENGiH BEGIN END PI BEGIN END SEGMENT BEGIN END PI DELTA DEGREE RPDIUS TPNGENT LENGiH BEGIN END PI BEGIN END STATION STATION STATION (NORTH,EASn (NORTH,EASn (NORTH,EASn DIRECTION DIRECTION STATION STATION STATION (NORTH,EASn (NORTH,EASn (NORTH,EASn DIRECTION DIRECTION L400 0+00 0+86.54 124053J9,465430.22 124054.47,46551676 N89°32'S5"E L802 201+59.63 201+92.68 123843.52,465948.19 123876.23,465952.89 NB°10'39"E u L401 0+86.54 2+71.50 124054.47,46551676 124055.93,46570171 N89°32'S5"E L803 201+92.68 202+1337 123876.23,465952.89 123896.87,465954.46 N4°21'47"E � C400 2+71.50 3+86J0 3+29.40 14°12'37" 12°20'06" 464.50 57.90 115.20 124055.93,46570171 124071.04,465815.62 12405638,465759.61 N89°32'S5"E N75°20'19"E C800 202+1337 203+38.52 202+76.87 23°54'Ol" 19°OS'S5" 300.00 63.49 125.14 123896.87,465954.46 124020.02,465938.06 123960.18,465959.29 N4°21'47"E N19°32'14"W � „ C401 3+86J0 4+06.83 3+96.81 13°29'06" 67°00'45" 85.50 10.11 20.12 124071.04,465815.62 124073.80,465835.50 124073.59,465825.40 N75°20'19"E N88°49'24"E C801 203+38.52 203+76.60 203+57.84 24°14'33" 63°39'43" 90.00 1933 38.08 124020.02,465938.06 124057.50,465933.18 124038.23,465931.59 N19°32'14"W N4°42'19"E C402 4+06.83 4+45.92 4+27.06 36°25'13" 93°09'S0" 61.50 20.23 39.09 124073.80,465835.50 124062.54,4658R.26 124074.22,465855.73 N88°49'24"E 554°45'23"E L800 203+76.60 204+77.53 124057.50,465933.18 12415838,465930.10 Nl°44'S2"W o''< o x C403 4+45.92 5+55.67 5+04.01 46°24'28" 42°17'OS" 135.50 58.09 109J5 124062.54,4658R.26 123971.55,465928.13 124029.02,46591970 554°45'23"E SB°20'S5"E C802 204+77.53 205+49.88 205+13.92 15°14'29" 21°03'S3" 272.00 3639 7235 12415838,465930.10 124229.85,465939.94 124193.46,465939.80 N15°27'39"E NO°13'11"E uM C404 5+55.67 6+17.94 5+86.93 12°29'S1" 20°04'07" 285.50 31.26 62.27 123971.55,465928.13 123909.44,465930.41 123940.62,465932.67 SB°20'S5"E 54°OB'S6"W L801 205+49.88 207+00.64 124229.85,465939.94 124380.60,465940.52 NO°13'11"E L402 6+17.94 6+97.57 123909.44,465930.41 123830.03,465924.65 54°OB'S6"W �o C405 6+97.57 7+57.53 7+27.55 1°42'25" 2°50'49" 2012.62 29.98 59.96 123830.03,465924.65 123770.09,465923.20 123800.07,465923.47 52°14'22"W SO°31'S6"W C<Ofi 7i�i7.5i P�35.�7 7�r6.i�fl I 2'1324'� !`50'�19� LG12.57 i4.ry7 I 7F I� i2377i1.p9:a�i5923-2R 1[1F9]-96.405921.:N I]21735.05.465;21.ra3 52°ZG'�I��Jv i�"13']1-Y1 ;'[') n[. ��R: a • t:t,�E�,,� } C1TY �� CaTTAGE GR�V�, MN 46 - � � �C�P�F'F �'RELTMINARY 90 I� .� �i� � S4anteC .ALIGEVV�r!•dT iASUL.Ai�OiVS ' ;I lr A�7fiiI Z�, ZO1� C�i�VE HA�LEY AVENUE lMPROVEMEPlTS ��r•.�n� .cr� -i,= .i�;�•�-�r.�ti:..t _- "� F����.,•�e���;�c"Iy Mec� ;:„;,_������.5' ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-003 ��� =VNa::�•fl: • 5��, � � o°�o °��0 95TH-EB HADLEY-TRAIL-RT o�p� � BEGIN END PI BEGIN END PI BEGIN END BEGIN END PI BEGIN END PI BEGIN END 0 0 o Q SEGMENT STATION STATION STATION DELTA DEGREE RPDIUS TPNGENT LENGiH (NORTH,EASn (NORTH,EASn (NORTH,EASn DIRECTION DIRECTION SEGMENT STATION STATION STATION DELTA DEGREE RPDIUS TPNGENT LENGiH (NORTH,EASn (NORTH,EASn (NORTH,EASn DIRECTION DIRECTION �o w� L902 399+99.83 400+59.95 124072.89,465507.55 12406937,465567.56 586°38'16"E L1300 0+00 0+07.11 121458J9,465957.12 121464.53,46596134 N36°18'S4"E m m�Q L903 400+59.95 401+93.98 12406937,465567.56 124070.43,465701.60 N89°32'S5"E C1300 0+07.11 0+7734 0+4330 34°OS'S7" 48°33'21" 118.00 36.19 70.23 121464.53,46596134 121530.50,465982.19 12149432,465981.88 N34°35'16"E NO°29'20"E C900 401+93.98 403+05.59 402+50.07 14°12'37" 12°43'S7" 450.00 56.09 111.61 124070.43,465701.60 124085.06,465811.95 124070.87,465757.68 N89°32'S5"E N75°20'19"E L1305 0+7734 5+21.61 121530.50,465982.19 121974J5,465985.98 NO°29'20"E oo°� `a�`„� C901 403+05.59 403+49.64 403+27.98 25°14'14" 57°17'45" 100.00 2239 44.05 124085.06,465811.95 124086.62,465855.61 124090J3,465833.61 N75°20'19"E 579°25'27"E C1301 5+21.61 5+40.96 5+3130 9°23'47" 48°33'21" 118.00 9J0 1935 121974J5,465985.98 121994.03,465984.56 121984.45,465986.06 NO°29'20"E NB°54'28"W -o�� L900 403+49.64 404+56.48 124086.62,465855.61 124080J8,46596230 586°51'S1"E L1327 6+08.91 6+9431 122061.51,465977.99 122146.90,465977.99 NO°00'00"E ���o �oap p w o 4 C902 404+56.48 404+97.68 404+77.13 9°26'32" 22°55'06" 250.00 20.65 41.20 124080J8,46596230 12408430,46600330 124084.23,465982.65 N80°21'48"E N89°48'20"E C1302 6+9431 7+1135 7+02.85 8°52'35" 52°OS'13" 110.00 8.54 17.04 122146.90,465977.99 122163.88,46597931 122155.44,465977.99 NO°00'00"E NB°52'35"E �a�a L901 404+97.68 405+72.45 12408430,46600330 124084.56,466078.07 N89°48'20"E L1306 7+1135 7+40.60 122163.88,46597931 122192J8,465983.82 NB°52'35"E ��> - C1303 7+40.60 7+5837 7+49.50 8°37'42" 48°33'21" 118.00 8.90 17.77 122192J8,465983.82 122210.47,465985.23 122201.57,465985.19 NB°52'35"E NO°14'S3"E ���� C1305 12+62.03 12+81.10 12+71.59 9°15'42" 48°33'21" 118.00 9.56 19.07 122714.13,465986.91 122733.11,46598531 122723.69,465986.88 NO°10'14"W N9°25'S6"W 95TH-WB L1308 12+81.10 13+16.86 122733.11,465985.31 122768.39,465979.45 N9°25'S6"W BEGIN END PI BEGIN END PI BEGIN END C1304 13+16.86 13+35.29 13+26.10 9°35'S5" 52°OS'13" 110.00 9.24 18.43 12276839,465979.45 122786J4,465977.96 122777.50,465977.94 N9°25'S6"W NO°09'S9"E SEGMENT STATION STATION STATION DELTA DEGREE RPDIUS TPNGENT LENGiH (NORTH,EASn (NORTH,EASn (NORTH,EASn DIRECTION DIRECTION L1309 13+35.29 14+42.93 122786J4,465977.96 12289438,465978.26 NO°09'35"E L1000 500+00 502+38.54 124090.90,465507.45 124092J8,465745.98 N89°32'S5"E C1306 14+42.93 14+67.13 14+55.08 12°36'OS" 52°OS'13" 110.00 12.15 24.19 12289438,465978.26 12291838,465980.91 122906.53,465978.26 NO°00'00"E N12°36'OS"E C1000 502+38.54 503+49.21 502+94.80 25°21'S6" 22°55'06" 250.00 56.26 110.68 124092J8,465745.98 124117J2,465852.88 124093.22,465802.24 N89°32'S5"E N64°ll'00"E L1310 14+67.13 15+0331 12291838,465980.91 122953.69,465988.81 N12°36'OS"E L1001 503+49.21 504+65.16 124117J2,465852.88 124105.88,465968.22 584°OB'12"E C1307 15+0331 15+29.07 15+16.24 12°30'28" 48°33'21" 118.00 12.93 25J6 122953.69,465988.81 122979.24,465991.65 12296631,465991.63 N12°36'OS"E NO°OS'37"E C1001 504+65.16 505+17.21 504+91.93 33°OB'Ol" 63°39'43" 90.00 26.77 52.05 124105.88,465968.22 124093.88,466018.13 124092.46,46599139 559°55'17"E N86°56'42"E L1322 15+29.07 25+30.01 122979.24,465991.65 123980.18,46599335 NO°OS'S1"E C1002 505+17.21 505+65.45 505+4136 6°54'36" 14°19'26" 400.00 24.15 48.24 124093.88,466018.13 124093.55,46606634 124095.17,466042.24 N86°56'42"E 586°OB'42"E C1315 25+30.01 25+48.64 25+3934 9°02'37" 48°33'21" 118.00 933 18.63 123980.18,46599335 123998J3,465991.92 123989.51,46599337 NO°OS'37"E NB°57'00"W L1002 505+65.45 506+40.28 124093.55,46606634 124088.52,466141.00 586°OB'42"E L1324 25+48.64 25+5334 123998J3,465991.92 12400338,465991.18 NB°57'00"W C1003 506+40.28 507+46.29 506+9331 4°02'S8" 3°49'11" 1500.00 53.03 106.02 124088.52,466141.00 124085.13,466246.94 124084.95,466193.91 586°OB'42"E N89°48'20"E C1316 25+5334 25+70.53 25+61.95 8°57'00" 52°OS'13" 110.00 8.61 17.18 12400338,465991.18 124020.50,465989.85 124011.89,465989.85 NB°57'00"W NO°00'00"E L1323 25+70.53 26+09.14 124020.50,465989.85 124059.11,465989.89 NO°04'17"E RDBT SEGMENT BEGIN END PI DELTA DEGREE RPDIUS TPNGENT LENGiH BEGIN END PI BEGIN END HADLEY-TRAIL-RT STATION STATION STATION (NORTH,EASn (NORTH,EASn (NORTH,EASn DIRECTION DIRECTION C1102 1+00 1+27.91 1+14.11 21°02'21" 75°23'21" 76.00 14.11 27.91 124114.80,465858.69 124087.17,46586134 124100J4,465857.45 SS°03'03"W S15°59'18"E SEGMENT BEGIN END PI DELTA DEGREE RPDIUS TPNGENT LENGiH BEGIN END PI BEGIN END STATION STATION STATION (NORTH,EASn (NORTH,EASn (NORTH,EASn DIRECTION DIRECTION C1100 1+27.91 2+12.50 1+85.19 98°54'31" 116°55'49" 49.00 57.28 84.59 124087.17,46586134 124056.22,465929.07 124032.11,465877.12 S15°59'18"E N65°06'll"E L1334 29+49.80 32+07.09 124387.68,465995.46 124644.96,465997.64 NO°29'09"E C1101 2+12.50 2+91.92 2+59.85 78°27'40" 98°47'09" 58.00 4736 79.43 124056.22,465929.07 124122.23,465961.08 124076.16,465972.03 N65°06'11"E N13°21'29"W C1308 32+07.09 32+38.93 32+23.11 15°27'34" 48°33'21" 118.00 16.02 31.84 124644.96,465997.64 124676.45,465993.62 124660.98,465997.77 NO°27'34"E N15°00'00"W C1103 2+91.92 4+38.58 6+12.94 161°35'S2" 110°ll'07" 52.00 321.02 146.66 124122.23,465961.08 124114.80,465858.69 124434.57,465886.94 N13°21'17"W SS°02'S0"W L1311 32+38.93 33+02.97 124676.45,465993.62 124738.98,465979J9 N12°28'17"W C1309 33+02.97 33+26.91 33+14.99 12°28'17" 52°OS'13" 110.00 12.02 23.94 124738.98,46597979 124762J3,465977.20 124750J1,465977.20 N12°28'17"W NO°00'00"E L1312 33+26.91 34+29.85 124762J3,465977.20 124865.67,465977.40 NO°06'S8"E RDBT-CENTISL-EOP C1311 34+29.85 34+SSJ5 34+42.86 13°29'24" 52°OS'13" 110.00 13.01 25.90 124865.67,465977.40 12489133,465980.44 124878.68,465977.40 NO°00'00"E N13°29'24"E SEGMENT BEGIN END PI DELTA DEGREE RPDIUS TPNGENT LENGiH BEGIN END PI BEGIN END L1313 34+SSJ5 35+02.52 12489133,465980.44 124936.82,46599135 N13°29'24"E STATION STATION STATION (NORTH,EASn (NORTH,EASn (NORTH,EASn DIRECTION DIRECTION C1310 35+02.52 35+33.04 35+17.87 14°48'S5" 48°33'21" 118.00 1534 30.51 124936.82,46599135 124966.98,46599537 124951.63,46599532 N15°00'00"E NO°ll'OS"E C1200 1+00 1+14.67 1+07.40 19°06'02" 130°13'04" 44.00 7.40 14.67 124110.49,465890.46 124095.99,465892.10 124103.10,465890.06 53°06'44"W S15°59'18"E L1314 35+33.04 41+61.12 124966.98,46599537 125595.06,46599739 NO°ll'OS"E C1201 1+14.67 1+26.06 1+20.59 38°24'17" 337°02'02" 17.00 5.92 1139 124095.99,465892.10 124086.85,465898.55 124090.29,46589373 S15°59'18"E 554°23'35"E C1313 41+61.12 41+9239 41+76.85 15°ll'OS" 48°33'21" 118.00 15J3 31.27 125595.06,46599739 125625.98,46599337 125610J8,465997.45 NO°ll'OS"E N15°00'00"W C1202 1+26.06 1+66.42 1+54J9 105°06'39" 260°26'07" 22.00 28J3 4036 124086.85,465898.55 124097.03,465931.96 124070.12,465921.90 554°23'35"E N20°29'45"E L1315 41+9239 42+35.02 125625.98,46599337 12566736,465983.14 N13°53'S0"W C1203 1+66.42 1+93.92 1+81.61 60°35'OB" 220°22'06" 26.00 15.19 27.49 124097.03,465931.96 124122.88,465927.50 124111.26,465937.28 N20°29'45"E N40°OS'23"W C1312 42+35.02 42+61J0 42+48.43 13°53'S0" 52°OS'13" 110.00 13.41 26.68 12566736,465983.14 125693J8,465979.92 12568037,465979.92 N13°53'S0"W NO°00'00"E C1204 1+93.92 2+44.05 2+46.95 136°47'S3" 272°50'13" 21.00 53.04 50.14 124122.88,465927.50 124110.49,465890.46 124163.45,46589334 N40°OS'23"W 53°06'44"W L1316 42+61J0 42+94.97 125693J8,465979.92 125727.05,465979.96 NO°04'48"E L1317 42+94.97 43+76.55 125727.05,465979.96 125808.62,465980.17 NO°OB'S7"E C1314 43+76.55 43+89.29 43+82.93 6°38'll" 52°OS'13" 110.00 638 12J4 125808.62,465980.17 12582134,465980.91 125815.00,465980.17 NO°00'00"E N6°38'll"E L1325 43+89.29 43+98.09 12582134,465980.91 125830.08,465981.93 N6°38'll"E u C1317 43+98.09 44+16.12 44+07.12 8°45'02" 48°33'21" 118.00 9.03 18.02 125830.08,465981.93 125848.02,465983.49 125838.99,46598339 N9°20'09"E NO°35'07"E L1318 44+16.12 47+93.64 125848.02,465983.49 126225.52,46598734 NO°35'07"E L1302 47+93.64 48+57.20 126225.52,46598734 126289.06,465985.49 Nl°40'02"W C1318 48+57.20 48+81.58 48+69.42 9°00'33" 36°57'23" 155.04 12.21 2438 126289.06,465985.49 12631339,465984.62 126301.26,465986.01 N2°26'S0"E N6°33'43"W uM �o i•y :�a:�- r.�f• . ��.R: Q t:t,�E�,,� } C1TY �� CaTTAGE GR�V�, MN 47 - -- � � �C�P�F'F �REu MINARY 90 IQ � �� � S4anteC .ALIGh!V�i!•dT iASUL.Ai;�,�s ' ;IIr A�]fii� Z�, ZO1� C�[�VE , � ,,.;,-^r ;:.,• HA�LEY AVENUE IMPROVEMEPl�S ��r•.�n- .cr� -i, - •rrr.�;rec . r�'ere F�iec ar�A�`ro3C�ritv ry��� S..��:�.r�•.55��? - ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��rj � o°�o °��o HADLEY-TRAIL-RT ��LLLL �� BEGIN END PI BEGIN END PI BEGIN END o�o- SEGMENT DELTA DEGREE RPDIUS TPNGENT LENGiH o�� STAIION STAIION STAIION (NORTH,EASn (NORTH,EASn (NORTH,EASn DIRECIION DIRECIION °o w� L1328 48+81.58 49+09.51 12631339,465984.62 126341.12,465981.22 N6°58'43"W m m�Q C1319 49+09.51 49+22.63 49+16.08 6°50'07" 52°OS'13" 110.00 6.57 13.12 126341.12,465981.22 126354.21,465980.41 126347.64,465980.43 N6°58'43"W NO°OB'36"W L1329 49+22.63 49+97.65 126354.21,465980.41 126429.22,465980.22 NO°OB'36"W _ L1303 49+97.65 50+54.84 126429.22,465980.22 126486.42,465980.12 NO°OS'S9"W -o�� L1304 50+54.84 51+94.94 126486.42,465980.12 126626.50,465977.49 Nl°04'41"W L1330 51+94.94 52+11.20 126626.50,465977.49 126642J5,465977.53 NO°09'S9"E �`a�a L1331 52+11.20 52+64J5 126642J5,465977.53 12669630,46597771 NO°ll'30"E 95TH-TRAIL-RT ��> - L1338 52+93.18 53+19.06 12672436,465973.18 126750.25,465973.28 NO°13'14"E BEGIN END PI BEGIN END PI BEGIN END o SEGMENT DELTA DEGREE RPDIUS TPNGENT LENGiH ��� L1333 53+19.06 53+40.44 126750.25,465973.28 126771.63,46597336 NO°13'09"E STATION STATION STATION (NORTH,EASn (NORTH,EASn (NORTH,EASn DIRECTION DIRECTION L1340 53+40.44 53+81.99 126771.63,46597336 126813.18,465973.50 NO°12'04"E L1500 0+00 6+11.18 124014.93,464671.43 124020.53,465282.58 N89°28'30"E L1341 53+81.99 53+97.24 126813.18,465973.50 126828.17,46597631 N10°35'29"E L1339 53+97.24 54+03.02 126828.17,46597631 126833.95,465976.40 NO°58'07"E L1320 54+03.02 54+0932 126833.95,465976.40 126839.18,465979.90 N33°46'S8"E L1321 54+09.32 54+54 126839.18,465979.90 126883.87,465980.07 NO°12'36"E 95TH-TRAIL-LT L1319 54+54 54+68.91 126883.87,465980.07 126898J8,465980.11 NO°10'26"E SEGMENT BEGIN END PI DELTA DEGREE RPDIUS TPNGENT LENGiH BEGIN END PI BEGIN END STATION STATION STATION (NORTH,EASn (NORTH,EASn (NORTH,EASn DIRECTION DIRECTION L1600 0+00 8+22.55 124121.02,464693.65 124127.65,465516.18 N89°32'18"E L1601 8+22.55 10+4839 124127.65,465516.18 124125.22,465742.01 589°23'Ol"E RDBT_EOP_OUT_SE2 SEGMENT BEGIN END PI DELTA DEGREE RPDIUS TPNGENT LENGiH BEGIN END PI BEGIN END STATION STATION STATION (NORTH,EASn (NORTH,EASn (NORTH,EASn DIRECTION DIRECTION L1702 0+00 0+08.64 124026.98,465953.64 124030.57,465961.50 N65°26'41"E L1703 0+08.64 0+16.45 124030.57,465961.50 12403835,465960.92 Nq°lq'q7"W C1701 0+16.45 0+16.64 0+16.55 2°12'42" 1145°54'S6" 5.00 0.10 0.19 12403835,465960.92 124038.55,465960.91 124038.45,465960.92 N4°14'47"W N2°02'OS"W C1700 0+16.64 0+45.22 0+31.86 48°52'00" 171°00'S8" 33.50 15.22 28.57 124038.55,465960.91 124056J6,465981.80 124052.40,465967.22 N24°29'02"E N73°21'02"E L1700 0+45.22 0+53.22 124056J6,465981.80 124057.42,465989J8 N85°17'21"E L1701 0+53.22 0+79.48 124n57.42,465989J8 124n66.83,466n14.29 N68°59'26"E HADLEY-TRAIL-LT SEGMENT BEGIN END PI DELTA DEGREE RPDIUS TPNGENT LENGiH BEGIN END PI BEGIN END STATION STATION STATION (NORTH,EASn (NORTH,EASn (NORTH,EASn DIRECTION DIRECTION L1409 0+00 0+10 121467J4,465880.04 121477.28,465883.01 N17°17'48"E L1413 6+50.80 13+15.65 122117.98,465888.41 122782.82,465891.03 NO°13'34"E L1400 25+50.28 27+76.77 124013.83,46589531 124240.29,465898.47 NO°48'03"E L1401 33+14.59 33+81.47 124778.11,465899.01 124844.99,465899.28 NO°14'04"E L1403 42+49J6 43+18.44 125713.28,46590235 125781.96,465902.87 NO°26'24"E C1401 51+90.13 52+18.14 52+04.20 13°36'13" 48°33'21" 118.00 14.07 28.02 126653.64,465906.17 12668138,465909.59 126667J1,465906.22 NO°13'00"E N13°49'13"E L1411 52+18.14 52+35.17 12668138,465909.59 126697.91,465913.65 N13°49'13"E C1402 52+35.17 52+6132 52+4831 13°37'29" 52°OS'13" 110.00 13.14 26.16 126697.91,465913.65 126723.81,465916.84 126710.67,465916J9 N13°49'13"E NO°ll'44"E L1419 52+6132 52+83.51 126723.81,465916.84 126745.99,465916.92 NO°13'09"E L1420 52+83.51 53+03.46 126745.99,465916.92 126765.94,465917.00 NO°13'll"E u L1417 53+03.46 53+58.92 126765.94,465917.00 126821.41,465917.21 NO°13'll"E - L1418 53+58.92 53+67.03 126821.41,465917.21 126827.17,465911.52 N44°38'20"W L1416 53+86.08 54+23.17 126846.22,465911.14 12688330,465910.92 NO°20'18"W L1414 54+23.17 54+36.28 12688330,465910.92 126896.41,465911.05 NO°33'40"E uM �o i•y :�a:�- r.�f• . ��.R: Q t:t,�E�,,� } C1TY �� CaTTAGE GR�V�, MN �8 - -- � � �C�P�F'F �REu MINARY 90 IQ � �� � S4anteC .ALIGh!V�i!•dT iASUL.Ai;�,�s ' ;IIr A�]fii� Z�, ZO1� C�[�VE , � ,,.;,-^r ;:.,• HA�LEY AVENUE IMPROVEMEPl�S ��r•.�n- .cr� -i, - •rrr.�;rec . r�'ere F�iec ar�A�`ro3C�ritv ry��� S..��:�.r�•.55��? - ,,.„„_,�...; ,,, 5AP i 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L . �, � � f �. i:.�' - :z:�. r.:t• . �,-F a �.i,�E�,,� C1TY �� CaTTAGE GR�V�, MN 6� - �'RELTMINARY 90 IQ �i� � Stantec IS;FLACE TC�PGGRAPfiY 11TIl.filES ANG REMQVAG PLAfd _ '';ti�';� �; � C['i1VE _ _ PIf�=HiLL ELFMEtJTARI' HA�LEY AVEN E IMPR VEMEPl� - Apri I Z�, 2016 �, �,�,p���tY rya�� ;,,; ��,�Ms ;..., u o s .""°�"" �'�F���<.,•�e ;:„;,_����.�.5' ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-0D3 ��� � � �77 ♦ / w � � P////� REMOVE BITUMINOUS PAVEMENT �� CLEAR AND GRUBBING(TREE) � REMOVE CULVERT FLARED END AO SAW BITUMINOUS(FULL DEPTH) / 'LLL/' �/\� i J�- � � r� � � 1 REMOVE CO�vCREfE SIDEV'JALr� a � Rc'MUVE CONGRc ff C�RB�r�p G�TTER � REh1UV�?1.VVttDLE [B� SAW CO:ICRfTE{Fl1LL�EPTn} - �•�• -J _ % ' � ( . I r 1 REhipVE 8fTl1hI1NOl15 TWUL =T= FiEMOVE SEWER PIPE(STOAM) t REMDVE DRAINAG�STRUC7URE � AOJIiST FRIM9E RiNG AHD CA��IFiG I � �---� f�,�T�,� RE M(7VE CONCRE7E�RNEWA Y R E h 1 0 V E 5 E W E R P I P E(S A N) H REMDVE GATE VALVE (p AdJll$7 GATE VRLVE AP76 6O% _ , ! i LT1J.J'711J � ►,+1.,■ , � � ��''�/ _ _ _` _ _ _ _ _ ,f —T/c L�1� REh10VE CLFtSR ANQ GFUBBUcG(ACR�) —i— REPIOVE WATERPWnJ � REMOV�HY�RANT (.� REM1SOVE FEhCE _ / r �. _ � --Er�SC•MEN7 i �• (F} REhlfl`/E LLGHT - i � �.t��J �I i _ � ' r / - ', V � _ - � ; - _ , , n � - `� } I i � i _ / � - 1 i�-1 _ � � � — � v � � � — — — � � — — �FAS�MENT . . _1 . . � — � v � � � � — � � � � —y} — — � � �� ' I . 1rv � — v � � � — v � � i — — v � � — --_ v �� - — __ . — � _ � — _ _ _ _ _ _ _ - - � �----- - -�- � _ _ , � � - � --- � 1 — _ , _ � � _ — EASFMENT ~ � 1 ,� � 1 � � � -- ^ � � � ����/.- '} , ; � � — � j 3 :� �.�,`� , � 1 �;,E— _ � I ��! . . f � � i 1 `I r1 � , � 8 � .� r � �� 5�� I � �� INPLACE TDPUGRAPNY AND IITILITIES - _ .�i,;;� ' � REMQVAL5 . �-+("�i}f�� /jf��� ri / � i�ifiF/ ��ii�, ��/%� '� ffr �r �r�ir r r� J _ � � r�f�� ��ii�' �iii f � //�,'�fll�' �/tt���j%'� T'E �f � . �f// f j f�f !/f j� " Ct7NSTRl1C710N L1M175 � /.�/�� � _ � �— — — --- --� . � .! / ._. --� -- � -�- - - � - - - � - - - t� �—T/E � � _ % ' ' '�`f .,,, � r, i � C „�„ ,�.,,�-�-,.,,_ - � � ��i:' ,�.�;� .:;;� .;;7T� l � � G� �iif� ���ir ��ii�/ iif'�`� � / � � �ii� ii��� i���i �i�ii� fifi>�� I 3 a'` I �%� i%�� ����i� ii���� ���i� ��ii� �i�T _ � � �t� ii�ii �rii�� ii��� ��/�� ��iii �ii�� ��� _ n / ' , ii��� i���i �f�ii� ii��� ����i ��ii� ��i�������'t7-��T-� � � �fii i�r�f rif� �f��i �iiif ffi�� �f�i� ��fr� i���� �-� ri ii ii i /i ii i _ , ' /� � �� �ii�i f/��� �fi�� �i �� i �ii �i�i �i � �T-�r � � � � � k� � � - 1� v � � .� � - � � � 1 , '��/// �'ff/ /���f, f�/% �/j�f //��� /��//� /!//� //%�� !/����7r?_ ��-e � ~ � ix�ti r � ���7jf!L/ /iji�' �j!r ii��i�i���/�'��ii�/ iij��� �j�if/� �i�ii�/ �i���/.rj�?��A - v � � � � - - - - � - - - - y i�i Y iifr� ���L ��i ��ii� ii��� �j��i ���ii ����� ii��� �ii� ����i /� _ y Y %� -� ��_� - - - -- - - - - --- -� � �,�fi�f ir��� ii�����-t�i� ��i�f ,���� ���ii� ii��� ii��� ����i �i,f'' ,�fi -- ���- � ��_��.- �����- t ,� ' ���- ��fi���ij��F if���L1��f}%if,iji,��� ii�i{�//ii�� ���ri� �%fi�� - _ r \�tl� �-L(���f/�j�/,,��jj� �%/� -�J�j��` /��i/f �Jj�� //��i,y��/%, a. � � � � , / ��/ ��// //� /J�/ ��// �// /�t / � �L '-,�� ���/ ���� �/L /��� �f/ ��{ jii r � CONSfRUCTIAN UMlTS ��� ���`�//�� ri i�/� fi��i� ��L i����f ��f/'f i�ia - � - - — - - � i� ii �/ �//i �i�`i���i ��i�9 /� �/ �ii� ii� � � 'Sci i�i� I N _ `` I I /%�if��%iiL CLj��/'���/��/�'� �� � , \, ��, % � �/i� �ii�� i�f�����i fifJ�7i� - � rr f �� i �ir��� ff � l � - / l,� , , �� � ��fr� ��f� ����✓��!�� �-LY I � �-�- `��Ci-1������ r rj�� F�l�F"F _- �. "� ��� +✓�1✓;/����lf f� 0 25' 7G' _ ' ❑ II . r'�� � �� +` t 4� i:.�' - .,� S:n. r.f• I,-' � c.t,iE�,,� �1TY D� CaTTAGE GR�V�, MN b� - 4, �'RELTMINARY 90 I� �i� � Stantec IS;FLACE TC�PGGRAPtiY.11TILIiIES ANG RCMQVAG PLAfd _ '',�,',� �, � C����E _ _ Pir�-s����E�FnnEt�r.aRti• HA�LEY AVEN E IMPR VEMEPl� - _- A�]fi i� Z�, 2�1� ;,.� �,o,p���tY�+��� ;,,; .��.,�Ms.;.... U 0 5 .""°•"" "�.F�����•�e ;:„;,_����.�.5' ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-0D3 2�r� �� 1 1 1 _ _z�.a� �v.r� �4ArG+cXISTING __ - ` +d2 b 8'81TLIMlNDIJS?RAIL - ___ r-���N HADLEY AVE �-coNs-r�ucTiaa unurs -��3 3;6� 37.3'L� 1 � ---- - �-�- � - -� ,- rZ4.9 +11.9 '28.7'L + fi'SH[AJ��FF _ � ., 20.0'L . .. _ _ -. __ ._ _ - _ N -+35.2 . -� --- -- - - 20.6'L * ,7 � +30.� --� � -- - 3Z.5'L �^20.U'L O 11.5'L _- - - ri 90t1 { `+28.9 � � -- -- - - - -- - � 10.0'� Z 946 � 997 998 y9y I �ppp ¢ ' '- - . N --y - - •- - - - ' - -. . . - y.�� ao . . 1001 Q_��.;'�.=fT -_:�r�_rfvE -- ]O[12 - - - � I +12.0 -- -- �--- -- - -- _ ao-:� + za.o•R za.a•R = �v,t � � - - - - -- • L] e�c�N sFw isa-ia7-0aa . r3o.9 - - _ � STA.996+3tlA0 �fi•sHaU�n�R HAQLEY AVE f� - - Q ' 32.9'R ENQ�Q C MATCx cX3S71NG g�G�ry�J � ��z,� G _- _. . __ __-- ______ _ .___ -- ..___ . � ___ _ _ _ _ ..____+47:7. -_ __ _ _ - 20.0'R r+a7,3 +�•g / s B518 C11R8 AN�GIJTTER \ 13,Q'R . -50.6,ci- r 9.8'R ��?IW -C�NSTRUCTIUN l[M[TS ENb RAD I +J2.6 I� r 61.5'R i I � 25��" 96.$ 7, - • +4, 4- �-- ----------- -� 1 i Z .� � i i ��BEf31N RAD ___ _ __________________________________________ __________. 45'RAD PT J - - ---I-- Sff.b R 57.8'R 8'BITUMINOUS TRAIL � +47J II +17.4 � 64.1'R - - - - - - 63.0'R +04.4 � � i �'��D� 69.0'R +62.4 NOTES: MATCH EXISTING � � 65.0'R 1. DIMENSIONS FOR HADLEY AVE ARE B ED ON HADLEY AVE ALIGNMENT. � ,-. � � 0 25' S0' 2. DIMENSIONS ARE TO FACE OF CU�NLESS OTHERWISE NOTED. � I� I I 3. SEE SHEETS 110-120 FOR DRAIN E PLAN AND PROFILES. � � I 840 840 ................. .........YERTICAL ONTROL........... ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. .........ELEVATION� FOR THIS PLAN�ARE NAVD 8 ADJUSTED.......... ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. .........B�.M:.... ................. ................. ................. ................. ................. ................. .. ................. ................. ................. ................. ................. ................. TRAFFIC <====> 830 830 ..... ..... ..... ..... . .. ..... .... ..... ..... .... ..... . .. ..... .... ..... ..... .... ..... .. . ..... : + . .. ..... .... ..... .. . ..... LP.:.100 +00.25... ..... .... ..... .. . ..... .... �EL::86.51 �� .... .... .... .... .. .... ... .... .... .... .... .. .... ... .... .... .... .... . .... PVISTA:� 99+50�.03. .... .... .... . .... ...EL.:g16.00..... .... .... .... . .... ... ..... ..... ..... ..... .. ..... ... ..... ..... .... ..... .. ..... ... ..... ..... .... ..... . . ..... PVIEL :816.fi0.. ..... .... ..... . . .....PVISTA:1 01+00.25. ..... .... ..... . . ..... ... ................. ............. ... ................. ................. ............. ... ................. ................. ................. ...............K[1 937............... ............ .... ............PVIELE :$15.85............ ............ .... ......... ....... .... .... .... .... .. .... ... .... .... .... .... .. .... ... .... .... .... .... ... ..............NC:� 20.00............ .... .... . .... ...K:.1 0.00..... .... .... .... . .... ... ..... ..... ..... ..... .. ..... ... ..... ..... .... ..... .. ..... ... ..... ..... .... ..... ..... . ..... ..LVC:� 20.00.... ..... ..... . . ..... ... ...............rn. ............. ... ................. ................. ............. ... ................. ................. .............o �.. ................. ................. .o �........ ................. ............... ...... .... ......... ....... o '^ .-in. . .i".� . .... ....^ .... .... .. .... ... .... .... .... .... .. .... ... .... .... .... ....0 10.. . .... ... .... .... ..O l0 ... N . .... ... .... .... N . .... ..... .. ...... ... IIZO ..... .... ,+i ..... ..... . .. ..... .... ..... ..... .... ..... . .. ..... .... ..... ..... .... .....�+ w.. . ..... .... ..... ..... . ..o+ w ..... + �.. . ..... .... ..... ..... ..�.� ..... ..IN LACE.GROUND LINE.... u � rn � o � o �� o �� $2� ...............m., ................. ................. ................. ................. ................. ................. .............N m.. ................. ................. . w....... o.j.. ................. ................. o.j....... ... ................. CJ vUi m w o ..... ....� ..... ..... . .. ..... .... ..... ..... .... ..... . .. ..... .... ..... .... .... ....> . . .... ... .... .... ..> ......... � . . ..... .... ..... ..... ..>.. ..... .. . �.5��0.. ... a D.ZL% m -� o] w ..... ..... ..... ..... . .. ... ...I:ZQ. ................ .... ....... . .. ..... .... ... ..... .... ..... .. . ..... .... ..... ..... .. ..... ... ................ ............... ..... ..... .. . ..... .... Uo ................. ................. ............. ................. ................. ................. . ............. ................. ................. ................. ............... . ............. ................. ................. ................. .BEGIN SAP180-107-004 . °�� II LO ..... ...... .........HADLEY AVE ... ..... .... ..... ..... .... ..... . .. ..... .... ... ..... .... ..... .. . ..... .... ..... ..... .. ..... .. . .PROPOSED PRO ILE ..... ..... .... ..... .. . ..... ..... II LO .... .... .... .... .. .... ... .... .... .... .... ... 1.08'.TO GRADING.GRAD ... .... .... .... . . .... 1000+05. 1(HADLEYAVE)EL:�816.3 .. .... . . .... ... .... .... .... .... . . .... ... °°� .... .... .... .... .. .... ... .... .... .... .... . .... .... .... .... . . .... ... -10+00.00�(100TH ST .... .... . . .... ... .... .... .... .... . . .... ... �,N ..... ..... ..... ..... .. ... ..... ..... ..... ..... ..... ..... .... ........... ....... ..... ..... ..... ..... ... .. ..... ..... ...... ....... ..... ..... ... .. ..... ..... ..... ..... ..... ..... ... .. ..... ..... uoM ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... m „P ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... mo ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... 'm 8�� .................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. .................. ��Q •z. � .z, W J, rn _ `� .- m _ ry _ � � � � � �. � o .; o - � - M . �a - " N '. ua' ; vi _' �ri - �o � �a - o � �d �? � � �d �o = �ri �o � � _ �d - - x � : � ..; � - � .: ,p : � .' ,p ` � .: � - � � ,p ` � .: ,p : � .: ,p 995tW 99o+IX1 997+IX] 9g9+IX1 999+IX1 1flIX7rp0 1flQ1rp0 lfl�2s-06 19a2+SQ •3A'�. ?:[:Y. :r[• . •-F CITY a� CaTTAGE GR�V�, MN _ �'RELTMINARY 90°I� � �-i�iE���� � Stante� 62 �".;i i�: �!P�F'F CdfJSTRL'GTIOti PLAi#AhlQ P2OfILE _- A�]fiiI Z� 201� Cf C1VE , j ,. HAO!EY AWE1JUt HA�LEY AVENUE IMPROVEMEPlTS ��r•.�n� .c�� -i�_ .Prr:;�•eC . I �)'.��•P�ide ar�A�`ro3P�ritv Ha�� S..J�:L:��.55��! - ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 2�� � ' �� II ' ' i i i „�,,, I � I I I NOTES: i � I� I �I� I I i I i I I _ '` l. DIME:J5L�N5 FOR HAOLEY qVc ARE BASED OV HAOLY AVE ALIGNMENT- � I I , 1 2. �1MENSI�NS ARf TO FqCE OF CVRB UNLESS OTnERWISE NOTEO. i I I I I I I I I I I I - _.__ - 3. SEE Sn�ETS I10-12�FOR�RAINF�GE PL,�AJ AN�PROFII.ES. '�I ',�I I I I I I I _ . - - . I I -6EGIN R� I I I I I t4fi.3- I I +fi2.5 II SS.Z'L r*�Z 4 I I I I - 60.3'l \.. I i MATCl-I EXIS7WC; 51.2'L I - 8'SCfl1MIN�L15 TRp{L � MATCH EJUSITING ' I I I 8'BITUMINOl15 TRAIL I I - = C6NSzRVCT10N�[MCfS ENO RAO �� ,��� - -_ � � Y � i 35'ftAd PT-_ +29.9 � �35'W1D PT EaSEMEN�r � � I �� � • � +97.5 � -- - RIW -� - - +9?B ��. Sn.R'� � HA��EY AVE ss.a�� ss.a � � �., IN � _ __ ___ ___ __ � . � ' ' - _ _' " � c f �3�.i .as.3 :' -+sa.o �`T9�s Q � - - - Zd.il'I_ 45.3'L I 37.5'L ,� . � - -- - - - - 45.4 L � � FiAaLEY AVE BEG1N W7fl END HAO - -- - '� �J„� - +YF,9 I +97.5 i �_�irr" � IU03 -- - '-' ------ -_��-�---_ `zaua G G i� ��� zo.o•� aa.o' -ian _ _ icas _,_ � _�t iaay _ -__----_ loio � � sEsw waa erio ww _ --_=F= �,r,-e _ _ _ - = r+31.6 +97�� -�-- U 20.0 R � 2f1.0'R -- - 200?R II 74.0'R .- _::,rr= � ' � Q -- - +42.8 �-�.:.:� .y' +13.2 r+3f S +SA.�i - -- - - - 6528 CURB.Vva Gu�R. Q -�� 36.0'R � � +41.2 =59.Z 37.9'R �, 37.4'R 4L8'� �-7fi.9 a47'R 43.3'R ', .�, - . .- - --- - -- - - I 43.0'R ' y�.l� +C8.2 . � . +$5.2= \ _ . � � � • � -il_2� tfi0 4� �15 S'R ��R .. ?-i.2'R L-t 3,..-i '..-+303 '-+59.Z ��+?69 -�1w-----� -------------------------------------- ------------------------------ --- '- - - - - ---------------------------------- - - - - '�-. 52J'R 51.2'R 35'RAD PT� END RAD ` 44.0'R 45.3'R 49J'R 51.0'R �8'BITUMINOUS TRAIL �8'BITUMINOUS TRAIL +95.2 +30.2 I BEGIN RA�35'RAD PT i +62.9 +97.9 55.0'R 54.9'R �CONSTRUCTION LIMITS � 154J'R 55.0'R TRANSITION CURB T I= I �Z ATCH EXISTIN +46.5 � TRANSITION CURB TO � EASEMENT � MAT H EXISTING � 59.9 R � F MAT�H EXISTING �N I 0 25' 50' 840 840 TRAFFIC <====> 830 : 830 ................. ......EL.:816.84... ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ..PVI STA:�1003+29�.32 .................. ................. ................. ................. ................. ................. ................. ................. ............LP:100 +07.68............. ................. ................. ................. ................. ....PVI�ELEV:816.99.. ................. ................. ................. ................. ................. ................. ................. ................. ..............EL.[8 4.64............... ................. ................. ................. ................. .......K:136:53.... ................. ................. ................. ................. ................. ................. ................. ................. ..........PVISTA:1 07+99�.30........... ................. ................. ................. ..... ......... ......LVC:120:00... ............. . ................. ................. ................. ................. ................. ................. ................. .......... ........... ................. ................. ................. ��PVI�ELEV 814.50�� ..N.o; .... .... .... .. .... N.m.. .... .... .... .... .. .... ... .... .... .... .... . . .... ... .... .... .... .... K:72 :06 .... ... .... .... .... .... . . .... ... ..M l0 ..... ..... ..... . .. ..... M.10.. ..... ..... .... ..... . .. ..... .... ..... ..... .... ..... .. . ..... .... ..... ..... .... ..... ..... .... ..... ..... .... ..... .. . ..... .... ..�� .... .... .... .. .... m.�.. .... .... .... .INPLACE GRO ND�LINE. ... .... .... .... .... . .... ... .... .... .... .... LVC:1 0:00 .... ... .... .... .... .... . .... ... � �720 N .. M .. � � �, h �720 ow ow � -' m -' w �� �� -m.. ... - .... ... ... � . .... ..... .... .... .. .... .. .... .... .... .... . .... PROP SED PROFILE .�.> .... .... . .... ... o >... .... .... .... . .... ... ... .... . - . . ..... ..... .... ..... . . .. ... ..... . ,.m .... ..... . . ..... ... , w... ..... .... ..... . . ..... ... a --6:r3°ia- v v . ................. ................. ................ ................. ............... ............. .m. .w. ................. uo ................. ................. ................. ................. ................. ................ ................. ................ .......... ................. �&a ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... "'� OlO OlO ..... ..... ..... ..... . .. ..... .... ..... ..... 2. 8'�TO GRADING GRADE.. .. ..... .... ..... ..... .... ..... . . .... ... .... ..... .... ..... .. . ..... .... ..... ..... .... ..... .. . ..... .... - 1006+46.39(HADLEY AVE EL:815.31 ..... ..... ..... ..... . .. ..... .... ..... ..... .... ..... . .. ..... .... ..... ..... .... ..... .. 21+49.09(98TH ST)... ..... ..... .... ..... .. . ..... .... ..... ..... .... ..... .. . ..... .... uoM ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... m io .... .... .... .... .. .... ... .... .... .... .... .. .... ... .... .... .... .... . . .... ... .... .... .... .... . . .... ... .... .... .... .... . . .... ... �' 800 8QQ .- N � : � -i .� . _ _ .+O - �. � : �O � � � O _ W -" � � N x O - n n a - _ _"+O : �9 ; �O � - �O '- �'I ; � � ✓a ? N ': 'Y '7 = "tt, x � : � ' ,� ' � l � ' � "" � ' � ' � '' � l ,p " .' i�az+so znaa+no �na=+no zoas+na 19W+pp 1967rp0 iaaR+oo 1flG9+-0� 191fl+pp .1.�' :.[.?'. �rF• . �.-F C1TY �� CaTTAGE GR�V�, MN - �'RELTMINARY 90°I� ' ��t��E���� � Stantec 63 "�;i i�� �!P�F'F CQfJSTRL'CTIOhi PLAi#AhlQ P2OfILE - A�7fiiI Z� ZO1� C�i�VE • � ,,;,,�s �:..� HAOLEY AVE1JUt HA�LEY AVENUE IMPROVEMEPlTS ��r•.�n� .cr� -i, - I �' P�idc an��`ro3A�ntV ry^e[ q..��:I.r�a 55"� .""':"" �'�• ,..„„_��..; ,;� 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � � I I I I I I I i I I � � � i �� I I. � �, I � � � � � � I � I � � i -- I I I I i I I I � I I I � � � - I I I I I i l I I I I � '� - .�s.n ,'�� � I � � � 65.1'L �� f r � �+28.9 I I I I �I � � = I I h1�TCn EXiSITNG � ;i ' 67-0'L I I � � � MATCrt EXISTING I I �I � � _ __ , I _ - ElLSEMEM1fT 35'RAD PT � � !I' V . � � +65.8 �C�NSTRl1CTION LLMIf5 I I . . +35.5 _ - HA�L�Y AV� a�v � - - i ---- as.o'�3s'�a�r�r a's[rumirvous Trw�� .,..:: �; ° 4 � ;_ � r I,--S'B1TLIMINOLIS TRAIL 55.a L � i , ,`•.�'�C . I � + - , • +79.0 ��'} � _. ENO(�.�� ' � -- - � - - .. . - . . � - - 55.0'� + - . - ' - � i o BEGIN fL1� � _ �-- -- - - - - - - - � f� ri �70.4 +44.0 rl _ � +35.5 +489 .,.fI 52.8'l 54.9'L \:� �r79.0 �8 �ui�rR � _ - �7 a'� 85_ CuRe luvo� 45.�F'L �:',�'� ��. 37.0'L 113 � � \. 11..1 Z - - ---- Z � HA�LEY AVE - . _<<�- se�w w+o eno wao J +3s.s +�h.a _ _ _SOlI � ---�---- 1012 iUi3 _1a_�'L _ lQt� � _ ZO.�'L 3015 _ 1016 � -, 101�.� -------- - V F ---- -----�- ._ _ J '� "��� - - -- - EMD W'iD - - - - -- - -- -�_ ---:- --- � - .�ri= � -- +53. +SF3.9 ¢ � � . ,�BEG�1N RAb 20.0'R � �0'R r8'817UFiINaUSTR,a1L T33.'�1 ;%�� +b�.7 ' - +98.. -�•. r+865 . - - . 35.2'3 ,.� /.�' 33.�4'R 8'BITIJM1IIM1CLIS T?AlL '�-5�� ?I.2'R �� � r 36?�R +21.8 r+-i5.6 � aL8'R �� /��r 43.9'F � -}6.5'R eEGW RA� � I +53.1 '+23.8 +�?8.0 `�+fi0.7 . . . . 41.E'2 +67.3 I � . ..��R!W . . . ... .. . +?3�.5� +9R.� 431 R l ��F1,5'ft 5.��-R -M1l_S` 41.�1'R +O�R ` '. -- I -- - - 50.6'R 49.1'�2 35'RAO PT� J � � .`�5,� �T - -- -t+20.1 �� +95.7.._-- --�--- -- - - - -- - ---' - - - - - - , -. - - - - -- - , Y56,5 .� I +58.A 51.8'R 54.5'R 55.0'R � EN6 R i 0 55.0'Ft � - Z RAO � ���5_ , TRAN$t TION Cl1RB 70� i 55 1,5Fj� ��p�6 h F2qhSCflOfV CURB TC CONSTR[7CTION LlMfT5 1. OIMENSSaIVS FOR HADLEY qVE ARE'�BASED4NHAQLEY AVE ALIGNMENT. �fpSEMENT hIA CH E7USTiNG i I= 58.1'R �aTC?t tiCISTtNG 2. 6[F1EPlSSONS ARE T4 FACE pF CLIit8 LlPVLESSp7HERW[SE N�TED, k MATCti EXt5TING t] 25' 5G' 3. SEE SFiEETS 110-1dQ FflR C]RA[NRG�PLAfV AN�PROFILES. I pi a�n s�a TFAFFIC <-- -> 830 830 � LP:1 15+03.83 ................. ................. ................. ................. ................. ................. .................. EL:816�.64......... ................. ................EL. 816.33............. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................PVI STA:1013+62.98...... ................. ............ PVI STA 1015+04.87......... ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. .................P IELEV:816�Jfi....... ................. ..............PVIE EV:816.21........... ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. .K:152.61.......... ................. .................K:152.61............. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. .................. LVC:�120.00......... ................. ................LV :120.00 ............ ................. ................. ................. ................. ..... ..... ..... ..... . .. ..... .... ..... PROPOSED PROFILE .... . .. ..... ... � ..... ..... .... ..... .. . ..0�'.�. ....�m � ..... ..... .... ..... .. . �m v.... .... ..... ..... .... ..... .. . ..... .... .... .... .... .... .. ....... ...... .... .... .... ... .. .... .. .... .... .... .... . . N.ti ....� � .... .... .... .... . . � �.... ... .... .... .... .... . . .... ... IIZO ..... ..... ..... ..... . ..INPLACE�GROUND�LIN ... ..... .... .. . .. ..... ... °J. .... ..... .... ..... .. . + � ....+ m ..... ..... .... ..... .. . � m.... .... ..... ..... .... ..... .. . ..... .... IIZO w � w � in � � > .-. > o � o � ................. ................. ................. .. ............ ......... ..... ................. .m............... ................. ..... ..w....... m .................. ................. .. . w........... ................. ................. ................. ................ ............. ... ................. ... ........... .... ... ... ................. ................ ................. . ....U. .....U ............... . m . . . .. . . . ................ ............. ... ................. ... .... ..9 am ............... .. ..... .. . w .... .. ....... a ................ ......... . o..... ................... .. ............... ... ................... ................... ................... .. ................ ................... . ................ ................... ................... ................... ................... o,s ................... ................... ................... ................... ............... ... ................... ................... ................... .. ................ ................... ................... ................... ................... ................... . .... uo ................. ................. ................. ................. ............. . ................. ................. ................. .............. ................. ................. ................. ................. ................. ................. �&a ................... ................... ................... ................... ................... ................... ................... ................... .. ................ ................... ................... ................... ................... ................... ................... M� $1� ................. ................. ................. ................. ............. . ................. ................. ................. .............. ................. ................. ................. ................. ................. ................. $1� ..... ..... ..... ..... . .. ..... .... ..... ..2.08'T GRADING GRADE.. . .. ..... .... ..... ..... .... ..... .. ..... .... ..... ..... .... ..... .. . ..... .... ..... ..... .... ..... .. . ..... .... ..... ..... ..... ..... . .. ..... .... ..... ..... .... ..... . .. ..... .... ..... ..... .... ..... .. . 1�14+07.62(HADL AYE).EL:816.58.... .... ..... .. . ..... .... ..... ..... .... ..... .. . ..... .... `%� ................. ............. ... ................. ................. ............. ... ................. ................. ................. ...-30+43.98.(97THS ................. ............ .... ................. ................. ............ .... ......... ....... io .... .... .... .... .. .... ... .... .... .... .... .. .... ... .... .... .... .... . . .... ... .... .... .... .... . . .... ... .... .... .... .... . . .... ... �' 800 8QQ _ - . iO '. �O ' Q � M1 � P ' N � Qi _ - _ _ � - o _ �d � - �d o �d - �u �ri = - - � � - � c�a - �= m ` w � co = w lm ` w � x ` w = m 1Q10fiW 1a11+Cp 1[}12+Cp 1Q13+qp 1fl14rp0 1915rp6 1fl15rp0 1917r06 19L7�5� 3.�•. ::n•. .t. I.,F a [.i�iE��„ CITY �� CaTTAGE GR�V�, MN L � � �SP�F'F �'RELTMINARY 90 I� �i� � Stantec [:ONSTRL'GTIOti PLAi#AhlQ P2OfILE a� �'°`,"` `" A fiiI Z� ZO1� � CfC1VE , ,, ,nj '. HAOLEY AVE1JUt HA�LEY AVENUE IMPROVEMEPlTS - _ � I �' P�fde anA�ro3P�ritv ry^er q. n.�:l.r�a 55��� .""':"" �'�• ,..„„_��..; ,;� 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� �J� � \� , � �� � i i i i i , , � � --_- ,,� � i' � i � i ., , ; , i i i � i � �' �l � ' y ♦r 1 I � I I - - � � '�. _ � `' �` ' i I I I I - . . . . +93.8 � FASEMEN7 I II I I I - 6'BlTl1MlNQl15 TRAIL . � ��,y6 5�� � � ' CONSTRUL710N LIhIlTS II II I � . . ._. . MATCM rR1S7WG � � �� ��w — . ' . — _ — — _ . ' � _ + � . .. .�._ _ . . . .. ._. ._. _ .. . . . + _ � - —-- - - - � ��;'ro - � B618 CURB AND GUTTER HADLEY AVE +58.1 +36.3 +96.3 +�5� O FOFo w 20.0'L 18.5'L 17.3'L . w z J HADLEY AVE « 14'wNE J 1018 1019 1020 1021 1022 1023 zq +74.5 1025 = U � — ------- 61'-I� � U Q14'LANE � --- Q +42.7 +63.3 � 10.3'R 11.8'R � R� +01.3 +33.7 END BITUMINOUS 8'BITUMINOUS TRAIL � 20.0'R 20.4'R g�IN�nN�R�TE _ T +08.5 _ �q7 p _ _ _ _ STA.1024+10.08 zs.9�R 29.8'R B618 CURB AND GUTTER(TIP OUT) 8'BITUMINOUS TRAIL �Z NOTES: CONSTRUCTION LIMITS E EMENT 1. DIMENSIONS FOR HADLEY AVE ARE B ED ON HADLEY AVE ALIGNMENT. / 2. DIMENSIONS ARE TO FACE OF CUR UNLESS OTHERWISE NOTED. 3. SEE SHEETS 110-120 FOR DRAIN E PLAN AND PROFILES. 0 25' 50' 840 840 TRAFFIC <====> ................. ................. ................. ................. ................. ................. ... HP:1020+70.85.. ................. ................. ................. ................. ................. ................. ................. ................. $3� .................. ................. ................. ................. ................. ................. .....EL.:818.37.... ................. ................. ................. ................. ................. ................. ................. .................. $3� PVI STA:1020+77.52 ................. ................. ................. ................. ................. ................. ...PVIELEV:818.50 .. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ......K:133.33.... ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. .....LVC:120.00... ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ....ry 10.......... ................. ............N O.. ................. ................. ................. ................. ................. ................. ................. N N Ifi N ................. ................. ................. ................. ................. ....^ �.......... ................. ............^ �.. ................. ................. ................. ................. ................. ................. ................. M ................. ................. ........ . ................. .. .. .+ W. ........ ................. ............} W. ................. ................. ................. ................. ................. ................. ................. ................ ............. ... .INPLACE GROUND NE............. PROPOSED PROFILE... ....� w.......... ................. ............rv w.. ................. ............... . ............ .... ................. ............... . ............ .... ......... ....... p o � o � p , OZO m w OZO � m w — �wi -oso� m a �,� �o i:zo M� II LO ..... ..... ..... ..... . .. ..... .... ..... ..... .... ..... . .. ..... .... ..... ..... .... ..... .. . ....2.08'�TO GRA ING GRADE .... .... ..... .. . ..... .... ..... ..... .... ..... . ..... ..... II LO ..... ..... ..... ..... . .. ..... .... ..... ..... .... ..... . .. ..... .... ..... ..... .... ..... .. . ..... .... ..... ..... .... ..... .. . ..... .... ..... ... 3.08' 0 GRADING�GRADE .. . ..... .... �x ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... uoM ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... m „P ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ..... ..... ..... ..... . .. ..... .... ..... ..... .... ..... . .. ..... .... ..... ..... .... ..... .. . ..... .... ..... ..... THE CENTERLINE PROFIL DOES NOT CONTROLGRA EFROM STA.1024+10.08 . ..... .. . ..... .... m o . . . . . . . . . . . ..... ..... ... .. ..... ..... ..... ..... . . . . . . . �o TO STA.1029+17.17 AND IS SHOWN FOR REFERENC ONLY. GRADES AT THESE 'm 8OO .................. ................. ................. ................. ................. ................. ................. ................. ................. .................. LOCATIONS ARE CONTRO LED BY THE ME➢IAN AN� LIN�ABOl1T PROFILES. . . ............. .................. SOQ = A. ^ ^ � � -. � �� � ' � ', �n �". r�j – � x: m -� � �-' M -- � -': w '. � --. � - = r - : n -: r: _ cd . cti � ca _: cd ,' r: ; � �o : m o - ='rc � m = m = rc = m � cn = w -: � : � ..; � . .: � :. � .: ,p : � .- ,p 1a17+50 1Q18+qp LQ19+qp IQ26+qp 1921+0� 1922+00 1923+0� 19�4rpp 19�S+pp •3A'� S.[:?'. rrF• . I.,F o • c.t�iE��„ C1TY �� CaTTAGE GR�V�, MN � � �SP�F'F �'RELTMINARY 90 I� �i� � Stantec [:qNSTRL'GTIOhi PLAi#AhlQ P�{OfILE �� ,'°"" `" A fiiI Z� ZO1� � C���VE •�;� „�,,^� �:^ HAOLEY AVE1JUt HA�LEY AVENUE IMPROVEMEhlTS _ � I �' P�ide ar�A�`ro3P�ritv ry^e[ S, �.�:i.r�•.55��� .""':"" �'�. ,..„„_„�...; ,;� 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � � � � 95TH S �� � �� � � +94.1 „�,,, . � , +38.6 �'105.7'L � � � � _ 12?.3'i, '�. ti j' � - ' +22.a= \� l 4� +08.3 � - � 118-4'� I ; 1 � �� Z?�.7'� +24.2 � - � ]02.3'L � � ' CONSi IiV�1pfV i1MiT5 . I ) L _ � +1s.a a° )' ! � 75.7'L � �' -�--�t_��. , � � ^OUTIAT -___ � �.-y Y-- - -D413 C11R6 AN� d/ 19. �� 8fi12 CS7R6 ANQ � � .GUTtER ST�'�T) . . . ! . - +873 � 6�. ' ,� GLfT7ER(T1P Ol1T - Q KS.S'L I =�� ---'�"-., -r55.2 a - BSIS C11R8.aN�GLITTER{71P pUT) - � +8±.1 I ':_\ -'.. 51.8'l .-R/W � ;.- : .��:, + . -- •' - '- � 33.5'L �. � _ - � �+96.9 B618 CUF28 ANa Gt1TEF S 81�UP11NOU5 7RA1L N .. . � ```�, 1 :.: .:. ' �y � � - - - - - - - - - - .69.0 -- - '+az.� � f� ` - - - - -- -- -- - '.Q , �HADLEY AV� � � . ',E .� � 35.5'L . !. . ��^ fr} � . �. • + +-�7.1 T83.�1 r+2C.5 -£t0.6-� i ~-+75.5 ` � +35.8- � �• �� •.4 �'�;.�... , . - - � 39. ' 39.1' � a2.7'4 f� �'` , +3C.Z Dfi.2 � � +35.2'� i J �d � �2q.2'L "��. 24.2'� 21.1'L 2.0'L 22A'L 20.0'l 362'L � �b.� �� f ����� � *3�Q , - - - -- � 22.1'L l �1S.a'L+� i',, I � � .... 29.4'L �'� .1 ;�1F.8'L��� +58.3 �-�-- - - -- - --- - - - +171 - - -- - -- Z Z 17 v 1.. � -� � +72.3 � � ��i17.Q'L ���� � � i�� 32.s�i - r+aa.o �-���.z � i����_,.� .. HAi]LEY AVE � - - 3.2'L `C�[ ��d' ��. r �'r�8.2-w . �~�� ��l.l � « 3�_z`l 9.4'L 2.0'L - '� �-{�1-.`Y+2d.1 �- �" - 1'LL �--=__ _ - t�.l ��'�r-" 10.0'L �' �-� � ��� 9.0'L �f� - - - -� -- V�- - -�- - '�`�- . _ 1�30 - �---�n3L ---- - �, � --_1Q32 = U �- `F.9.R y--.,z-'"�+ -�US-1��+18.1 0.�.. � `� Y29.S'-'r ''~ � -- -`== V - - ���,,..-..�� - _ _ -----� -- - V F ---�'`��rt���- �+85.7� t i.7'F 7 1'L _��+-.-- fiP'L +sU.S-� 4 +6Z.a 4 ��5.1 +12.2� -+80.6 ~ I � � 1-f i.•io�� + � -vs-.r_----� bY,2 8_t_ =� +27.2�` 20_7'R ,.� �2D.3'F _ 3]'R _ -- - -0.0'L _ 20.tl'R_ _ - � �-' _ - .�>- �+Oa.3� . 21.2'R - - - - - f � +3Q•��' " 19.5 EN�CONCRET� ----- - �f- +83.tJ 22.3'R �.. 3?.7'R"�� ���--•-� +a4.�_ •9�.6 r20.5� «31.5 +aQ.9 _ ZS'W1�I'T � !�✓'� 3Q 5�� 32.2'R BEGIN 6ITUMINDUS R��,�, - +54.0-� ' !. 1.4'R 22.�'R STA. 2029+f7.17 �Ifi.B'R +US.R f �''� � 'bfi-4- 82.±'R . 35.3'R ��� :�+8z.2 �- - +5i:3- � �]4.4 � +37.1 � 5�.1'R 59.2'R� ifh}.0':R - - - - - �62,9 l� -+ZF:�- -- �- � - - .11.5-�. . 1506'R +A9.2 31.5"R ,�+`r}.3 r13.9Z 7'R � �� 37.8'R 37.5'R 38.5'R a0.1'R � 2.9'R , •R �'• '. 57.ff P ` -- � �- �l -C6.5 � t � +88.H ------------�-------------- - `�-r , " �----'--� \�_......__._�w�_ +19.! �'� / q8.1'R , +71_5 �+7£3.1 _ SLa'R ,35.6 � . +7a.9 +72.8}63.8'R � �' S1.7'R . - 4- - � ---- -�-- � +71.9� �. �t54.2 ?D�1.1'R 89.9'R +97.2 6�s.�, 32.9 � 6].Z'R �_ 59.4'R 60.9'F � 8'61TUMINOU5 TRA1L 51.1'R y � 4 R � � I C�NSTRUL710N LLMITS � �Z 661$CIJ�6 r7IVp GUTTER J I '� � i j +68,3 � NO7ES: ; � 11,2 18.2 'i = i 55.7'R 1. �IhIET751QNS F9R HApLEY A4E ARE BpSE�Ory NA�LEY AVE ALIGNMENT. ���ASEMENi 32'R. 76.1'R , 4 j +74,6 � �. DIMENSIONS dRE TO FACE OF CURB UNLESS OTHERWISE NOTED. =3d.9 Y ; � � 3. SEE SnEETS i1D-12a FOR�RAINqGE PL:UV FWO Pi�ILES. � 'S� -�� 91.5'12. � y i r . 88.6'R s�n s�a TFAFFIC <-- -> 830 830 ................. ................. ................. ..................L '.�1027+13.1fi....... ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. .................. .EL.:�815.47......... ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................PVISTA:3027+13.16...... ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. .................P IELEV:�815�.32....... ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. .K:120.00.......... ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. .................. LVC:120.00......... ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. .... .... .... .... .. .... ... ..�............... ................. ......�.� ... .... .... .... .... . . . .... .... .... .... . . .... ... .... .... .... .... . . .... ... .... .... .... .... .. .... ..... '.�............... ............. ... ......^.� ... .... .... .... .... . . .PROPOSED PROFILE .... .... .... .... . . .... ... .... .... .... .... . . .... ... � IIZO ..... ..... ..... ..... . .. ..... .... .... ..... . ...INP �CE GROUND LINE .. ........ ...... ..... ..... .... ..... .. . ..... .... ..... ..... .... ..... .. . ..... ..... IIZO u .. .. 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Uo ..... ...... ..... ..... .. ... ... ..... ..... .... ..... . .. ..... ... .... ..... .... ..... .. . ..... 1:2� ... ..... ..... .... ..... .. . ..... .... ..... ..... .... ..... .. . ..... .... im ................... ................... .......... ........ ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... M� ��O ................. ................. ........ ...... ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ��O Lo ................. ................. ........ ...... 1026+49..86.(HADLEYA E).EL;815.64......... ................. ................. ................. ................. ................2.0 '�TOGRADING�GRADE. ................. ................. ................. ................. °a ................ .......3:08"TO�GRAD NG GRADE... ...... 114+19.42(95TH ST) .... ....... ... ................. ................. ................. ................. ................. ................. ................. ............... . ............ .... ......... ....... �x ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... uoM ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... m „P ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... .... .... .... .... .. .... THE CE TERLINE�PROFILE DOES N T CONTROL GRADE FROM TA�1024+10�.08 ... .... .... .... .... . . .... .... ..... ..... .... ..... .. . ..... .... ..... ..... .... ..... .. . ..... .... �'0 8OQ ..... ..... ..... ..... . .. ..... TO STA.1029+17.17 AND IS SHO N FOR REFERENCE ONLY. RADES AT THESE .... ..... ..... .... ..... .. . .. .......... ................. ............ .... ................. ................. ............ .... ......... ....... :, LOCATI NS ARE CONTROLLED BY HE MEDIAN AND ROIJND OUT pROFllFS. $QQ _ '..�i ' � - m -. � �. w �. �n - n ! ry - u n - -� e:i - _ - -'o `° - « � � � �i = ^ � - n - �a •u - _ 'sc, - m : w . ' m .� m ' w : m ~ m ` cc ` m .c a : w ' a 1425+pp 1426+Cd 1Q27+pp 1Q28+pp 1fl29�00 1fl3i7rpp 1fl31rp0 1fl32i-06 1932�50 •3.��. r.t. . '�F Q �;i,iE�,,, CITY a� CaTTAGE GR�V�, MN � � �SP�F'F �'RELTMINARY 90 I� �i� � Stantec [:ONSTRL'GTION PL�'.i#AhlQ P3OfILE �� �'°"" `" A fiiI Z� ZO1� � CfC1VE , ,, ,nj '. 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I �4 -+36.0 -- -- ---� :f .. � � - � 36.8'L 3E.4 L � Z HAD�EY AVE �eEGIN W70 . -- �ENd RACJ , z r-� -Is.a +a2.a ` � �, � ]i733 7C1,b'L sU3� � 2tY:0 1p35 1035 1_'l.t:�7-ii^.ri 1;�.;` 1D37--- -- � 1038 1U39 1p�(1 � _ -- -- �- ---- • - - - �-- - �- - ---_-----� - . - �- � - - - �. -__ ' _ U 6FGiIV fL7P , EPIo RW7� --- - - - - - - --�--- - � � +275 �29.� `� :a'i��._ � � Q 0.9'R 20.0'R Q � +14.2 � � -.32.1 � +a37� 33.2.R �~ I r; � 37.�'R ;'^36 2 R 6518 GURB NVD GUTTER 35.1'R rpa,q �. � 47J'R �R��N +33J � -- -29.2-f +39.0 +i9.5� �32.1 SQ.6'R--- Ci]t�'STRLICTiCk!Llt�1T5 � r65�+- '�1.2'R �5.�'R f 4?.1'k ti1.0'R L+57.3 43.9'R 44.0'R +06.5 END EGIN RAD�35'RAD PT ---------- ----------------------55.4'R ------ � - ----------- -------------------- -�---------------------------------------- ----------- --------------------------------- 35'RAD PT +62 5"� --"� 94J +29J +33J ---- +27.5 54.9'R � � � 55.1'R 55.0'R 58.6'R 55.0'R � (n I � 8'BITUMINOUS TRAIL Z I NOTES: �+78.6 �� � TRANSRION CURB TO 1. DIMENSIONS FOR HADLEY AVE ARE B ED ON HADLEY AVE ALIGNMENT. EASEM NT TRANSITION CURB TO I f6.6'R � I MATCH EXISTING 2. DIMENSIONS ARE TO FACE OF CUR UNLESS OTHERWISE NOTED. MATCH EXISTING MATCH EXI�TING � I I 3. SEE SHEETS 110-120 FOR DRAIN E PLAN AND PROFILES. 0 25' 50' I 840 840 TRAFFIC ................. ............. ... ................. ................. ............. ... ................. ................. ................. . ..<.====>... ................. ............ .... ........HP:1038+32. 1................. ............ .... ......... ....... ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ..........EL.:820J9 .................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ......PVISTA:1038+ 9.62............... ................. ................. $3� .................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ........PVI�ELEV:820. 5................. ................. .................. $3� ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ..........LVC:�120:00 .................. ................. ................. .... .... .... .... .. .... ... .... .... .... .... .. .... ... .... .... .... .... . . .... ... .... .... .... .. � lN0 .. . ..... .... ..... ..... � V�1.... .... . . .... ... ..... ..... ..... ..... . .. ..... .... ..... ..... .... ..... . .. ..... .... ..... ..... .... ..... .. . ..... .... ..... ..... .... ..� .. ..... .. . ..... .... m � .... ................. ................ � �.. ................. ............. ... ................. ................. ............. ... ................. ................. ................. ................. ................. .........+ � + � .......... .... ......... ....... .... .... .... .... .. .... ... .... .... .... .... .. .... ... .... .... .... .... . . .... ... .... .... .... ...M W . . .... ... .... .... M W.... .... . . .... ... .... .... .... .... .. .... ... .... .... .... .... .. INPLACE GROUND. NE .... .... .... ..... ... .. .... ... .... .... .... .. � � . .... ... .... .... � �.... .... . .... ... ..... ..... ..... ..... .. ..... ... ..... ..... .... ..... .. . ..... .......PROPOSED�PR FILE ... ... ..... ..... .... ...N m . . ..... ... ..... ..... 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I.:F o • c.t�iE��„ C1TY �� CaTTAGE GR�V�, MN L - � � �SP�F'F �'RELTMINARY 90 I� .� �i-' � Stantec [:qNSTRL'CTIOhi PLAi#AhlQ P2OfILE ❑� ' ;Ilr A�7fiiI Z� ZO1� C�i�VE • � ,,;,,�s �:..� HAOLEY AVE1JUt HA�LEY AVENUE IMPROVEMEPlTS ��r•.�n� .cr� -i, I �' P�idc ar���`ro3A�ritV ry^e[ S..��:I.r�•.55"� .""':"" �'�• ,..„„_„�...; ,;� 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� 0 w F ---�----------------------------------------------- � --------------------------------------------------------------------- ----------------------------- -------------------� �� � , � � �,-F%TENO'1GGREGATE&15E CL.S Z. � - - . 0.G�REGATE BA�KF[LL SECTI4N�0 FT - eEYONb PavEMENT Sut�qCc 35'RAp PT - _ ENO ttAb- - rSEG1N Wi� +77.4 �OLITLPT _ +85.G ,, +13.7 �+-F2.a SSA'L - . 5�.8'L 60.1'L i /` SS.d'L -__ � 3SR�PT� � , � � - + -50.0 + � ;-8'elTl1MlN6lly TFLVL $5"ti� I ,�+�..y.7 r 9'BITUMINOLI5 TW11L '4 R'w n _ � _ � 370•� rHADL�YAVE /' � � ,. - -. � � +56.6� ./ - - - - � . � 37 1•L �\. ,� LL.# Z - - _ �in �'��-. / Z � HAaLEY AVE ; ��v= e�cirv waa-' I �`-rno ww -� -- - � 2 - --- - _ _ _ +sv.o .ng asla cuRa arvo�u-rrr� •.• �_, ,�:.- � ._-_---__--_ , - io�i1 - �r wF-ruRr•�_�r.iE sW2 20.0'L�- - - .. --�---- __�------- _ 1d�F3 20.0'1p�W ID15 lU�iS - 1Q�17 V v � 6EGIN W\0� ' END RA�- . __ ' - - �_-�- • - - , - � Q +52 a' +05.4 ¢ � - i� � ,,- ,. 20.0'R _ I +fi5.3 /� � - _ +,:�i:,.= .� � _ 20.0'R 20A'R rfi�.2 -•` � +75.2 +88J r+0�i2 �� - _ _ .5:1 �+92.9 I .. - +31.g� 32.�'R i� 6=GINR,4fl- �� .� 32.2'R� 32.9'R 3�7.7'F. :i.� - ��?ii..tfl[ 32.U'R +88.3 35.9'R ` i+3�.3 � +15.9 - - -. - - - - +&?.5 .�@.9'R _ �5.1'R 35.3'R sU.2'R - J � +5Q.2_ -.,'`_ - _ . _ . . , -- --------�----- , - - . . +75.1 +7R.3 �ENG RAa +55.5 -+87.8 ,�Q �-157 - � -�-- ---- - +33.8 4J.4'R a0i3-R � 40i3'R '��.2'R 40.9'R 3_3 ,61.5 +90.2 43.7'R 35'W'1D Pr-- +97.5 I � �i2.6'R 43.3'R �\� \\ . ...-- -._._....-S�.�R 54-7-R--- +62.5 S�F.9'R i t R!W `8-BITLIM1NOl15 TRAIL � --}5-�-� - . I �S'6lTuM1N�v5 rw�! � SS.d'R � . +65.3 - -- - .--- , . � � TRliNSfT1QN Cl1ftB TO � �5•��� � i � . N�Ta� MATCH E](15RNG d , � � � 1. OIMENSSONS FOR HA�LtY AVE RRE BASEO ON nAOLEY AVE ALJGNMENT. Z � +15.D � TRANSiTIDN CL1RB TO ��qSEMENT �. , �. ❑lMEN51ON5.9RE T6 FACE QF C11R8 Lll�LESSOTHERWLSE NOTt�. ry '�in 61.5'�R � MATCH EIUSTIMG � � 3. SEE SHEETS I10-i20 FOR OReVfV.AGE PLAfV M1O PRQFILES. � MATCH EXISI7NG � I ' � 2'F'I �n' s4o s4a TFAFFIC ................ ............. ... ................. ................. ............. ... ................. ................. ................. . ..<.== =>... ............... . ............ .... . ..HP:1045+89.30 ............... . ............ .... ....LP.:.1047+66.62.. .... .... ....LP:�1040+93.$7 . .. .... ... .... .... .... .... .. .... ... .... .... .... .... . .... ... .... .... .... .... . EL.:821.35 .... .... .... .... . ...EL.:.820.92.... ..... ..... ..... EL:819�.59 .. ..... ... ..... ..... .... ..... .. ..... ... ..... ..... .... ..... . . ..... ... ..... ..... .... ..... . . PVISTA:1045+85. 0 ..... ..... .... ..... . . PVISTA:1047+70.51 ��PVI STA:1040+80.56 �� PVI ELEV:821.4 ....PVI ELEV:$20.81.. 830 K:ieo.00 . 830 ................. ..... ' ' . ................. ................. ................. ................. ................. ................. ................. ................. ....... 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DIMENSIONS FOR HADLEY AVE ARE BJLSED ON HADLEY AVE ALIGNMENT. � """' �. ❑IhiENSIONS ARE TO FACE QF CL1R8 LI?IIfSS OTHERLVISE NOTE�. � -� 4� '' ' _ 1. SEE SHEE7S I lfl-!20 FOft aFLUNAGE P4�IV.VVL]PRUFILES. 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R +93.fl � hiATL'H EX1r1ryG ❑R1�EWAYAPRON MAT�EXlS71NG � '+6.2'R C6NSYRUCf CONCRETE EN�RA� C6MMERCWL CONSTRLICT COPVCRtTE DFIVEWqY�NRON ._ SS,3'R ❑RIVEWAYAPRIXJ MATCH EJpS�IfVG �RIVEWAY AP4QEY RESIbENTIAL I ' p I MATC3i t7LISlTNG +Qa.� COMMERCIAL CCMh1ERG1A1 � I �� �6.4'R a�o s�a �RAFFIC Ha:ioso+so ei ........LP;1047+66. 2............. ... ................. ................. ............. ... .........� ==.= ...........EL:�821�.8 .................. ................. ............... . ............ .... ................. ............... . ............ .... ......... ....... ..........EL:820:92 .............. ... ................. ................. ............. ... ................. .......PVI�STA:3050+ 0.68............... ................. ............... . ............ .... ................. ............... . ............ .... ......... ....... .......PVI STA;1047+ 0.51........... ... ................. ................. ............. ... ................. ........PVI ELEV:�822 09................ ................. ............... . ............ .... ................. ............... . ........LP:1054+35. 8......... ....... $3� .........PVIELEV:820 81............. ... ................. ................. ............. ... ................. ...........K:15038 .................. ................. ............... . ............ .... ................. ............... . ..........EL.:819.14 .......... ........ $3� . . . . . . . . . . . . . . . . . . . . . . ..........LVC:�I2BA .......... ..... ................. ................. ............ ................. ................. ................. ............ ................. ................. ................. ................. ......PVISTA:1054+ 9.32............... ................. ..... . ... ................. ................. .... ........� � . ................. ................. ................. .......... .�.`.°. ............... . ............ .... ................. ............... . .... .PVIELEV:818. 4......... ....... .... .... .... in o INPLACE GROUND LINE. .... .... . .... .....rn �v. .. .... ... .... .... .... .... . .... �.N. .... .... .... .... . .... ... .... .... .... 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' ❑ 25' 5�' 4a_5'R ' 4�.8'R 2. OIh1EN516N5 ARE TO FqCE OF CURB IJNLE55 D7riERWISE N�TEO. MqrCH Ex15iTlNG � MATCH EYJS[TWG 3. SEE SnEETS Iltl-120 FOR�RAINAGE PLtVV AfV�PRORLES. i a�n s4a TFAFFIC <-- -> HP:106+ 7.30 ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. .............EL.:82 .18................ ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. .........PVISTA:10 +95.89............. ................. $3� .................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. .......... 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I �Q �� Y i �ii D 25' SL7� 3. SEe SHEETS I10-l20 FQR ORAINAGE PLAN ANO PROFILES. � i I = ll, �J i I � 5 i '. 840 844 TRAFFIC <== => 830 830 ................. ................. ................. ................. ................. ................. .................. P:111+73.66........ ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. .................. 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M� II LO 2.08'TO GRADING RADE ..... .... ..... ..... .... ..... . .. ..... .... ..... ..... .... ..... .. . ..... ..... ..... .... .... START 18 95TH AVE ..... .... ..... ..... .... ..... .. . ..... ..... II LO ..... ..... ..... ..... . .. ..... .... ..... ..... .... ..... . .. ..... .... ..... ..... .... ..... .. . ..3.08'TO.GRADI G GRADE. ..... .... ..... .. . ..... .... ..... ..... .... ..... .. . ..... .... uoM ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... m „P ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ..... ..... ..... ..... . .. ..... .... ..... .. .... ..... . .. ..... .... ..... ..... .... ..... .. . ..... THE ENTERLINE PROFILE DOES OT CONTROL GRADE FRO STA.109+89.40 .... ..... ..... .... ..... .. . ..... .... �o TO S .115+60.13 AND IS SHO N FOR REFERENCE ONLY. RADES AT THESE �'m 8OQ .................. ............. ... ................. ....... ... . ............. ... ................. ................. ................. .......... .LOCA IONS ARE CONTROLLFO 6 THE MEDiAN AND ROl1N� T PROFILES. ..... ................. ............ .... ......... ........ SQQ �: � -� � r. � - �n �` � -- in - o '. �n ". � - � _ . a; _ _ _ � `-. � - � � - � - w '° - �d �o = �ri = �a _ '� x � : � .: � : � .: � . .: ,� : � .� � : � .: ,p ` � � ,p .� � .: ,p 108+00 169�06 lt{1rp0 1i1+06 112+00 113rp0 ll�+pp 115+6p ?15+5� i:.�� .r.�� S:�+•. r.t. . �.,F o �.i�iE��,� CITY D� CaTTAGE GR�V�, MN - � � �SP�F'F �'RELTMINARY 90 I� .� �i� � Stantec GqfJ5TRl1GTlOti PL�'.�#AhlQ P2OfILE �� ' ;IIr A�]fii� Z� 2�1� C�i'VE , ; ,,;,,�,.,:.., 95TH5iRE�fSQI}TH HA�LEYAVENUEIMPROVEMEPlTS ��r•.�n� .cr� -i, - •Pxa:.�•El: . + ��Mr�.P�idc an��`r03C�ritV ry^e[ S..��:I.r�•.55"! - ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� �J / \ � ;::�: ', �; '\ - _ , ., :_ � . _ '��.•.: r'�-4 �R�yy CONSTRl1CTlON Wh1175 9.5TH 5T .,.•,. `�...'- ]4.1'L � . .fi9.2 �,. , , "�' �� 6,0'L � hI.ATCFI EXi51T1f3G ::..:`: — _._ . _—__ _ —�---------a�_ .__ —_---_—_---_ __---------------- I . .. . _—_---_ __ _ ____ __ _—___---_---__— ______ __ __. __ _-- ———__---_—_—_____—_ - _ . — . _ _ _ _.______________________..__ _ � � +25.7 ------ �y --- -- ----- --- - -_ENoCONCREfE 2fi.0'L 95TH 5T _ __— --- `�``�� .... � _ .. ., + .----------- _MA7fiiFlSLSfiNG — -� :._ ., ���'... �•� :.:�i�l�� BEG1N SITLIMIN�S�----- —- ��>'o ri - -- - --- STA 115+60.13 - - -- --- _ � _ 116 117 118 119 120 121 1ZZ _ 1: ���o w 14'LAN E � +25.7 z 0.2'L h-i +94.9 MATCH EXISITING J 26.0'R _ --�-------�--- ---`----------------- -- ------------------- — --- ------------------------------ --- --- U -------------------- ------ i � ' — ------------ _----_—__----_—__------ — ------- — -----_—__----__—_----__—_----_—_--- — -------- --- --J --- ---- ------- -- ------------- � Q -------- -- - - - - - - - - - - - - - - - - - - � B618 CURB AND GUTTER +25.7 � +�$$ 25.6'R � CONSTRUCTION LIMITS 35.2'R MATCH EXI ITNG MATCH EXISITING R� N \ � o zs so• NOTES: � 1. DIMENSIONS FOR 95TH STREETI ARE BASED ON 95TH ST ALIGNMENT. 2. DIMENSIONS ARE TO FACE OF�CURB UNLESS OTHERWISE NOTED. 3. SEE SHEETS 110-120 FOR DdoINAGE PLAN AND PROFILES. � 840 840 T FFIC < ---> 830 830 ................. ................. ................. ........LP`.�117+34.3 .................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ..........EL.:815.41 .................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ......PVISTA:117+3 .96................ ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ........PVIELEV:815. 5................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. ................. .......... K:119J4. .................. ................. ................. ................. ................. ................. ................. .................. .� ............... ................. ................. LVC:125.00 ................. ................. ................. ........ ................. ................. ................. ................. ................. ................. ................. .................. .v^i rn.............. ................. ................. ................. ................. ........ ................ ................. ................. ................. ................. ................. .................. .+ N.............. ................. ................. .7 ��+1 .... ..... ..... .... ..... .. �� `i '^' � O2� ..... ..... ..... ..... . .......� ""...... ................. ................ .�. ..... .... ..... ..... .... ..... .. . ..... .... ..... ..... .... ..... .. . ..... .... cn w.... ..... .... ..... .. . ..... .... O2� � `,.°, ui ui INPLACE GROUND LINE a a ................. ................. ...... U...... ................. ................ �............. .. .. . . ................. ................. ................. ................. ................. .............. ................. ................. 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AO�CLIry[�ETE JUf^7T C' 1Q' 2i]' - T1iRflL1GH THE CENiER 6F NOSC PEf2PEV�3CLfLA4 iQ THE rqCE pF N05�. •r�.� S:[��- r.t. . �.:F a • t:t,�E�,,� C1TY D� CaTTAGE GR�V�, MN _ F-, �REUMINARY 90 I� � �� � ���I��eC RdIJN�ABQLIi 6�iAIL`, 78 ' ;II` A�]fii� �t� 2�1� C['[��E , ; .,,;,,.,�r.,:... 95�H SiRE�SQU�H WESi APPAp.q�H HA�LEY AVENUE IMPROVEMEPl�S ��r•.�er .cr� -�, I �' F��ec ar�A�rn30encv Meer S..��:�.r�a 55��� .""°�"" s'�• ,..„„_��...; ,;� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � . ._ , �LITLOT� - _ � \ ~~�- _______ HA�LEY AVENUE-NQRTH LEG corvsTRucrrorv uMrrs –. ryw^, �.- __-------- '_,` , RD67_E{3P_�IJT_NW� -_ _ -_ -- - - - - HADLEY AVE- •, �+iz.� \ . 1.5'R 2�33.Y *971 �p+&0.0 RpST_E4P_4�JT_NW 1+759 � LS'R 1,5'R / 1.5'R 1.5'Fi � R�BT_EOP_�i1JT_lYVJ F06T_EOP_Olff_NW � ��BT_EOA_DUT_NW G+00.6 � __ _.____ RdBT_z{]P_Ol1T_NW -.- _ _ _ _ _ . _ " — . . . - _ . . - - 1.5 T UP Ol1T NW � S ` - - _ _ - _ ._ - - - f - - - _ - - ._ � . . _ n 44�� � - -- --- �-- ---�6A' R i - . --- — _ - ---- -- --- a � . � HApLEY-5B� « j.� L.��.I',�L B618 GURB ANfJ GLITTER J 30fi+-4�4.D +--� �=��_ 1 , 3�5+OS.a :--30fi+-;7.8 Z - ���R 305+51.� 2.4 ft +tADLEYa-53 �� 2•0'R fll ?,p�� HAOLEY-58 754' R _JiAPLEY�SB �--- _ 3tl5_ _ —_^�_---------- �=�_�___ - _ � 3 - 306+77.8 — . 1--+ - _ - H.7Q4ET-$d -v--= r� ���.� _ _ � `~� ' _� - - - - - - - - - - - - - — - - - - - - �_�� ?.0'R N � � - --- - - - - - - 1029~� HA�LEV-50 V -� .._- - v- - — - - --- -- - - - � 1tl30 ----- - --- -- � L � + V�y� ���� ``�--��__T=� -_— - _ ENACGNCREfE W � -____ _ . _ �------_-_-_--------------1Q5----_� / "p�7 v — --�-= �-� --- -- -- � -- -------------- sr�.�ioz9+iiious , zas+-,�.�-• 65�8 CIJRB AN�GLrtTEIi{TN 011TJ y 2.0'L f 206 Z7n.9 HADLEY-W8 HADLEY-NB�� r,�a�r�r,e ra�sa.� 1`�� LANE y a.{�.7 2+31.1 861E CURE ATvp GUr7E� -�-, 1_$'R �.5�n 1.5'R RDBT_EOP_OUT_NE 486' R RDBT_EOP_OUT_NE 3 4 RDBT_EOP_OUT_NE }'a•''a•''a•�� RDBT EOP OUT NE R/W J u CONSTRUCTION LIMITS // EASEMENT J ux - wrn�s: �Z - 1D C07dCRETE APP44AGi MUSE PER S�AN6AR0 PLA7E 7113. A�b CQNCREiE 1DWT = 7HRL'e.iG1-?7HE CENTEF OF N65E PERPENpICl1LAF2 TL]THE FACE OF�POSE. C' 1Q' 2t]' •r�.� S:[��. r.t. . �.,F a • t:t,�E�,,� C1TY D� CaTTAGE GR�V�, MN _ . F-, �REUMINARY 90 I� � �� � Stantec R�l1NQABQIIi pETAIL, �� ' -l.tr A�]fii� Z� ZO1� C�i�VE • � ,,;,,�r �:..� �sApLEY AVENUEApPROAil1f HA�LEY AVENUE IMPROVEMEhlTS ��r•.�er .cr� -�, _ I �' F��ec ar�A�`rn3vencv Meer S..�:i.r��.55��� .""°�"" s'�• ,..„„_��...; ,;� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � - - �R�w . - f -- - -- -- _ .. . — — � _ / ��>o CONSTRUCTION LIMITS J 95TH STREET-WEST LEG RDBT EOP OUT NW B618 CURB AND GUTTER 4+14.6 1.5'R RDBT_EOP_OUT_NW 4 6 5 95TH ST � 14' LANE 95TH-WB soz+ss.s 500+00.0 2.0'R ^ 2.0'R 502 95TH-WB � 5 0 95TH-WB 501 --------- --------------------------------------------- — ----- ----- ----- ----- ----- ---------- ------------ N ,--I .--I W 0 iio iii — iiz z � 400+59.9 B618 CURB AND GUTTER(TIP OUT) 401+94.0 J 2.0'L END BITUMINOUS 2'0 � 95TH-EB ----- _ BEGIN CONCRETE --95TH-EB ----------- -- 450' R - ---- ----- ------ --�------------------- a ----- _��__ ----- STA.109+89.40 ————— ��--- — ----- ----- 2.0'L ---- � � 95TH-EB RDBT_EOP_OUT_SW 14' LANE � 95TH-EB 465' R 3 1 Z 2+71.5 0+86.5 B618 CURB AND GUTTER 1.5'R 1.5'R RDBT EOP OUT SW RDBT EOP OUT SW u _ / CONSTRUCTION LIMITS J R/W J ux // EASEMENT J N � NOTES: __ q t0' 20' IQ CONC�ETE AnPRQqCrt NOSE PfR STRrIDAFO['[A7c 7113. a�7�CUNCRFTE]6tr;i TliROL1C:H TFt�LEN i ER 6F PEOSE F�ERPE".�i[�uAR TG i HE fqLE OF N[75�. ;:[' �yri• . �.,F � • t:t,�E�,,� C1TY D� CaTTAGE GR�V�, MN _ F-, �RELTMINARY 90 I� � �' � ���I��eC RdIJNG.ABQLIi 6�iAIL`, �❑ ' ;II` A�]fii� �t� 2�1� C['[��E , ; .,,;,,.,�r.,:... 95�H SiRE�S�UiH WESi APPAp.q�H HA�LEY AVENUE lMPROVEMEPlTS ��r•.�n� .cr� -i, - •rrrcrec . � ��cr�.p��ee ar�A�rn30encv Meer q..��:�.r�a 55��! - ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-003 ��t� � _ - I ��;r �o�o R/�'� � �CONSTRUCTION LIMITS 95TH STREET- EAST LEG 0 i v+zs.� 26.0'L 95TH ST �g5TH ST " �•tATCH EiQSTING f� sos-n.s � r=�' �.!'n'- -- - 3 a.2�a + �E - -- � - - 45TH-W8 / � -_�___�i�-»�� ---5f}5 � - - - - _ ----- �-- ------- ��� � ' 1 ---��--------- EfVP C(NvCFtErE � � ------- ------- S B�G1N81tuh11NDIJ5 116 - ----- ----��� 5p� .= li? 5.7 — /��/ --- — — 1�R 1--1 STR S15�S0.13 Z -705+7�.5 J `!17-'2S�7 � �.f]'L 95TH-Ed �.`4� �-��� '� ��2'L � 95Tri ST � h1ATCN EXJ51�(�•G � - - - + _.— --- - 1�.1 � 3rks.a 163.9'R RDBT EOP OUT SE 6 117+25.7 25.6'R CONSTRUCTION LIMITS 95TH ST MATCH EXISITNG R/W -.'f T� . �' ]� M�7�+_ = q t0' 20' � �ONCRE'fE APP4OAGi eJC15E PER SPAN6AR0 PLATE 7313. AI7d CONCfiE�E 1DWt - THRIXIGH TME GErYTER aF N65E PERPENO1Cl1LAR Tfl Trt�F0.CE OF NQSE. .r.� S:C+ r.t. . �.,F a • �.i,�E�,,� C1TY D� CaTTAGE GR�V�, MN -_ F-, �REUMINARY 90 I� � �� � Stantec R4l1N�ABQ�i RETAI�S 81 ' ;I Ir A�J�II �7 GU1U Gfi1VE _ ,, ,j .i;.t HAQLEY AVE1JUE SQL1TH APPROAGFi HA�LEY AVENUE lMPROVEMEhlTS ��r•.�er .cr� -�, I �' F��ec ar�A�rn30encv Meer S..��:�.r�a 55��� .""°�"" s'�. ,..„„_��...; ,;� 5AP i80-1�7-004 8�5AP 18�-1 i i-003 ��r� � - Point Tal�te -- Pant# M1lerthireg Esstmg Ele�allon �escription . 1000 121,364.54 4fi5,906,49 816.191 � if]D1 121.369.54 455.905.90 8'IF.742 . 10�2 121,4�4.54 455 QG5.43 916.fl87 i�/W� tOtl3 121,439.54 485.904.90 815.9511 ` tOp4 121.864.54 465.904.84 815.&27 � tOf15 121,4&9.51 465,904.93 815.7t� HA�L�Y AVE- `��'"^� � � 10D6 121,364.54 465,922.9F 81fi.5YG � - � - tOp7 121,389.5d 455.92J.05 816.484 , _.... t0U8 121,414.5r1 4fiS,923.t5 816.42t .._1�61 �19d2 `�fl�3 ip�q -1005 1009 121,439.54 465.92324 Q16.321 `140q 6IG.14 O1fi.07 515�95 gls,g3 �`'�'-�� 1��1G 121,464.5-0 Aa"5,923.34 ���,7�� 816.18 1011 121,489.54 465,923.43 816.081 1012 121,364.54 465,940.99 816.150 1013 121,381.52 465,941.06 816.136 1006 1007 1008 1009 1010 1011 ---8�6�''1 $16'48 -' 8}6.�T� . ��"•Z� g3{��$ 1014 121,414.54 465,941.65 816.053 1015 121,439.47 465,941.74 815.975 1016 121,464.54 465,941.84 815.826 HADLEY AVENUE 1018 1017 121,489.54 465,941.93 815.711 1012 1013 r1017 815.69 1018 121,496.30 465,941.96 815.688 816.15 816.14 1014 � 1015 1016 1 815.71 • 816.05 815.97 • 815.83 1019 �p�a_ __ 1019 121,399.30 465,944.79 815.917 815,9? - �. 615,77 ��� �ENU RAD 8£Gt�ri�- \ � � +�2.q 102G 121,478.d9 4fi5.9d5.43 815.7Gfi +-F7.7 �� 1922 �` 1 D21 121,d 12.72 A65.953.8U $16.Q32 . t8.�R lA?l'R 10?1 � 815.�J i�• ,,�. 81G.03 1D�3-, / L I 815.95 }' �� � 1Q22 121,A39.G3 A65,952.32 816.275 l` f 102� 121,463.70 465,955.i2 815.f146 � '�.,' - I , i.�' ��W 1D24 12�1.423.OU 455.96g.G4 816.3�7 / I I 10�5 � h!W-' 1 102a I�815.a7 . .. -- �I D25 121,453.62 455.9fi9.80 S I fi.A49 816.3Z 10Z5 N15.u5 1D2G 121,a39.�8 av5.9fi6.ia 8i6.674 F iQ27 121,�.39.aD 465,9$6.28 8172�t � 1�28 121,149.63 An5,987.33 817.U4� 1029 i� 102? 121,420".32 1n5.9r"..4.64 816.504 a5�,Zp,fl p-r�, 616.55 102? � �BEGIN RAO ���� �•�ti �FI17.22 � +1?.a ..�Y fi3.Q'tt ENO RA� � 1Q2$ 6a.!'4 Y42�6 g17�Qp r 61.5'R i - , l/} �5'RA�Pt'-/ - , +6Z.9 �ASEfNEt�iT� �i i � 65.0'R 1 +0�3.3_. � 0 -- 6�.a�R � � � - niarrx+�us7�Nc � - Lr _ �� - 6 �0' 1�' ;�.C•. r.[. . �.:F Q t:t,�E�,,� C1TY �� CaTTAGE GR�V�, MN 82 _ ,�o �REUMINARY 90 IQ � �� � Stante� IPlT�RSECiIDfJ QEiA�LS � ;��� An�i� �� ��y G C['i1VE , ,, _j .i;.t ri.4GLEY AVENUE AN� iGCiili STREEf�t7l1TH HA�LEY AVENUE IMPROVEMEPl�S ��r•.�er .as � + jU ,�: sC�ritv ry^cr "�+_ - .""°�"" ��'�F���<.,•�e��� ;:„;,_����.�." ,;� 5AP iSO-1�7-004 8�5AP 18�-1 i i-0D3 21� � - ' Point Table - I I _ . - Polntfi Norlhing Easling E�evalion Qescnp�n _-- � � i i I - �� I � i � 1200 722.OSG.28 465,873.38 4.00Q . � S�.j'L �-� � I � 12Q 1 122,065A4 465,87$.88 815.611 - END f'v10 , �1ATCH E7t[STING �I � ' i , -= 35'FAD PT +7�.,� I �r6EG1N RA4 �2U2 122.095.45 4fi5.878.54 815.536 . 55.9'L I 5�.8'L � 12{1[} r'' +62.5 p pp � S52'L 12(19 122.D63.50 465,&96.14 Bt5,382 _ I 12p1 �1" � � � +97.5�� `�EMENT 1204 123.OSD.56 a65,89020 855.745 - , Si5.6i L5,54 55.0'L � � �, t205 t22,096.86 465,8y6,26 815.314 1206 122,080.31 465,9fl2.94 815.35D I� I R/W� �� 1203 I 12Gi "205 �207 122.G5d.53 465,9U4.5U 815.080 - . 815.38 t Rt5.75 8I531 I . 1 . 72U8 i22.105.5& 4G5,90q.53 ��8�4_9J1 �� � _ 12U9 12$a28.99 465,915.D0 y15,221 i l.����% I ,. ��<' 12f0 t22.C�55.14 A65,915.10 $15.077 i i�� f 206 � �� �' •Y fs'.�- • 815.35 ��� �� t211 122,080.26 468,9i5,�0 6i4.944 %� �F'�13q7 12Q8� 6PGlA� �� 815,08 Rt4.93 -ENO R10 t212 122,105�t9 455,gt5.JU 814.812 FEADL�Y AVEhlllE +5�R "r��, `�••.... .,�.s 12i3 i27,�3h.4� 465,9�5.d0 d�a.67a f 2Q.�'L 20.0'L - - - - 121Q LZ1? - -- - _ 121A 122.030.ty 465,933.51 815,579 1Z69 ' 1�1508 f 614.94 F315.2Z . L±21� 81467 �2t5 f22,055.t4 465,533.60 875.446 814.91 � 1216 122.08U.19 465,933.70 815.�'14 II 12t7 122,�105�19 455,933.80 695.181 t21$ 122,13�.79 46.5,933.89 B25.04g I t2i�1 1�is 1216 � 12t7 i218 • 815,5� • 8i�q5- -- ' 6153k - • A15,18 � 815.05 - 1219 122.028.97 465,952.D0 8i5,21D t220 i22,655.t4 A65,952.10 675.(176 � 122t 122.08a.1F 465,95220 eid.9a4 . I �222 �Z2,105�iy 465,952:3U B�4.8tt �l219 ' 6t5.2t 12�ti I 1?2] �2222 r1223 1223 122.131.fia 465,952.40 914.67'I • 81508 } 8i4,54 s�4�8� 914.fi7 122A 122,G54.70 485,962.76 $f5,•116 d � .. - . . . . . eEGJN Rcl�� . - . '-CtVa RFl� 7225 f22.OSQ.07 465.963.34 815.423 �=45.2- -c- '\. . r77.9 .Ci7'R - - . - _ '•'4,.^�?'� 1225 1226-��/ �� �d.n'R i22n 722,1G5.85 465,9G2.89 8t4.998 - - .``l.t.�y 81S.1Z . &15.42 B1S.00`/,�� t227 122,U80.fl1 465.981.31 81b.14p .�2 .� - �. \ i . __ •�,, 1228 122,065.33 465,�J8B.55 615.669 I �- � - 1228 122,094.95 465,9H8.48 Bf5.604 � I R'�,�%' t 230 122,080.�1 465,993.58 I 1227 � + 1816.14 i i i .. 35'W70 PT ' LrV I j �35'RA�PT +95.2� I i � +97.9 ..r • I . 55.0'R 12�8 � �, 55,0'F END RA� � 1229 eEGlN WA� - - �- -- � +30.2 I 815.59 I S15.GI1 +62.9 , � 5�.9'R 54.7'R i - 123� - - - .. i - �EASEh1E�VT - � +4Fi.5 � - 59.9'R - � MA7Cfi EXISIYING = I � I - � _ �� i i I - a ,a' zo' e-' ::r .f• �.:F a t:t,�E�,,� C1TY D� CaTTAGE GR�V�, MN 83 _ . ,�o �'RELTMINARY 90 I� � �� � Stantec iS�T�RSECiIpfJ R�TA!LS - Ap�'il Z� 2016 crc��e , � r`.er �s „- .,,;�•..�,.i;.., NAGLEY AVENUE ANi7 98TH STREEf�QIJTH HA�LEY AVENUE lMPROVEMEPlTS - I �' F��ec ar�A�rn30encv Meer s�.�a:i.r�a 55��� .""°•"" s'�• ,..„„_��...; ,;� 5AP i80-1�7-004 8�5AP 18�-1 i i-003 21� � _-__ � �,�+. _ _ + , f i� +�8.9 - , b�.9'� Point Table Point Table ' . +�5.0 , I �'4 MATCn EX15iTLkG � • 55_I'L � . � Pd�n(# Northing Eastirg Elev�lion �escriptran Poinik Northing Easiing Eleva�ion Oesc�iplion ' MATCFS F7fiSL71NG � - , ' 1400 122.85(].62 4b5,86g.7� 0.404 142A �?2,tia1.4� 4ti5.936.62 816.57$ J� 13-0i 1'd2` rBEG[N fU-1G �. . � 14D� �ly� ' � �465 3aW � 0.� �.On � +a�i.0 �14U1 122.8b2.98 465.8fi9.fi8 p.ppp i425 122,866.41 465,93fi.71 87fj.489 � 8!5.9-i p 00 7 0 OR Q.W �,� 54,9'L 35'Rap PT-�. � � _ �d02 122,875.33 465,8B9.fi5 �].p00 1426 t22,891.4� 4v"5,936.81 8�6.398 ,35.5 � i � I i 3�Wl[)aT� SS.d'L � ENd�'� i I � 4� +79,0 �, i4p3 122.806,7A q65.$71.42 816.93Fi �427 122.916.4� 4fi5.93fi.91 818.3n3 +�R.� S�.R'L � IAf59 � - - • - - - .-. .� � - .� .. 55.6'L 81g.gg �. � ' �^1��� _ . - tAUb 122,819_06 465.871.45 0,00p t.y7g �22,°3a.5? 485.9Jfi.3Fi 818.328 I �16.78 'i r I I i �0.5Eh1ENT-'��� 1465 122,fS��1,A8 A&5,$71.a4 0.009 iA29 �22,7G6.d� 455,95k,83 $f6.238 i �-_ � - � - 81G.74 � r8 6.�Z �� 14b6 122,8t6.41 465,893.02 816785 7A3fl }22,79p.21 455,9.`�4.92 678.260 �, 14U7 - � Id07 122,841.58 465,893.12 817.581 1431 t22,816.A1 465,955.42 818,259 8i7 SE -- 1408 122,866.d1 465,893,21 81F,.619 �472 122.641.38 465,955.12 &18,208 , RIW- ' ��`� -_ 1409 t22.8U5.9U ais5,ita's.BU Q�IC.693 �a33 �22,8fiF.4.� a55,955.2� 8�8.119 t `�. f �:r g �-0lx- ` 1410 122,876,b3 465,$81.90 816.i76 tA:55 122.891.41 d65.955.3+ Bfb.OZ$ HEG1H R,�p- � 1471 - ��\ ENG RA� +35.5 ,$16.11 &16.f16 �.t` +79.Q 1411 122,794.35 465,908,04� 896.tt3 i436 122,91�.q1 AG5,955.41 8i5.978 - ..'-. zo.n•� - 2�.G'L _ - '� . � - � - - 1412 122.f387.1; 465.907.6b 81fi,052 �d3i 122.9�4'.5y 4G5,955.4H 8t5.958 � - � 1�?lfi 1�17 1-118 1414 ---- •� � -y}�3 �'-i915 . • �i15.2o { A15.2{i • 83fi.l2 • 816.03 `-1419 - --~ � �d13 122.769.35 465.917.82 81S2hD �4J8 j22.616.qU AS5,365.7A 815,984 a.ie.�:; a��.zY. eis.�s i�rza- . -I k�15.9h � 1414 122,891.41 Afi5.918.31 $y6.028 �439 �22.866.fi4 455,965.91 g16.139 � 1d15 122,791.4) 465,917.93 81fi.269 1c.21 i2?,826.57 465,?9'1.63 818.558 �� I 1e76 122,8�6.41 4fi5.918.02 81G259 i442 i22,&t1.25 465,980.1� Aifi.703 lA21 1a?2 1�'s 1424- 1425 1�26 1-127 1417 122.841.d�1 465.916.12 816.2Q8 1433 122.855.85 4G5.991.Q7 $15.8�2 - H15.61 - - •�i6.6�-- I • Bi6.63 i 16.5$ �pi6.�9 •-1}]6.�f} • Alfi_3-1 � -� - lal8 12Z.566.41 465.918.2� 89�.t20 �4A4 i22.826.55 A&5.994,61 8�8.597 I 1428� - H76,33 � 1A19 122,9t2.89 4fi5,918.3y $16.978 1445 122,t�1.22 4fi5,994.87 816.989 1420 122.534,69 46a,918.A8 815.958 �44n �22.855.84 465,9P4,73 E�6�923 � 1421 122,766.41 �1F,5,936.33 81G.60A 1429 -1AJU 1933 1435 133b t�337 ' 816.24 1ti.Zti t431 1.i3Z r816.12 616.U3 (815.98 815.96�._�.r �1422 122.79t.d�l 465.936.43 81fi.639 • P,16.2G • 81b.2i ` 1423 122,H�6.at 4b5.936.52 B16.fi29 - - --- �. I �� - :;- FlAfl�EY AVENUE � - :.� � ENv waQ� -- .--': 6�G1�•7 R� �:�= +58.9 +Sfi.a -1�38 ya�9 ' •. 24.L}'ft 20.�'R �,�515.46 _ p ; I P16.i4, � ., • - I - - - . ! - - - - _._ - 1442�+ � 815.7p I "�y' BEG1N!WO _ y�� 14a1 I I 1�3 '23.8 .-3S R.4�PT T 81b.56 i� 55.0'R I � +58.8 �"i � _515.83 55.0'R - 35'anor>r� iaaa � G - -- - - - - - - - rse,s enR w+� ' - 55.R'R �91.5 816.6p}o-7.7- 1+�45- 1� � EASEMENT - Sa`.l'R I $16.99 81b.92 53.!'R � 'MATCH E%ISLTSNG I � �L I - {� �p' zr�' c•y t-, :�a:�- r•:t• . �.:F Q t:t,�E�,,� C1TY D� CaTTAGE GR�V�, MN 84 _ . ,�o �REUMINARY 90 IQ � �� � Stantec iS�T�RSECiIpfJ QFiA�LS � -�.�� An�i� �� ��y G C['i1VE _ , ,j .i;.t HAGLEY AVENUE ANi7 97TIi SiREEf�QIJTH HA�LEY AVENUE lMPROVEMEPlTS ��r•.�er .as � + jU ,�: sC�ritv ry^cr "i, - .""°�"" ��'�F���<.,•�e��� s':„;,_���..." ,;� 5AP i80-1�7-004 8�5AP 18�-1 i i-003 21� � � Point Table J.�-_ Paint# Northing �asGng �Elevatlon Descriplirm iG04 12-0�,785.44 4fi5,878.02 U.000 - 1GQ1 124.812.G2 455.876.13 fl.00q I . - 1692 124.$39.79 4&5.$76.?A a.nov I i � ' . �, I I i I ---- 1fid3 124.785.43 4fi5.88i.02 818.06d � � +78.7- I 'I i I, i UllTLOT-�., _ 16�4 124.892.18 456.892.87 6�8,943 �I � 60.0'L \ r�� � � I I I '� - AtATCt1 EK1SIt1NG � - - tGffS 124.8d1.58 465.892.79 Bt7.942 �� i � � I' - 35'RAQ PT -160.7 16Q1 1602 �' i !a"G8 124.774.65 465,996.82 81T.719 r15.p D.00 0. O.OD . �rSEGIN i�Q , /-35'PAC�� . 07.4� / Ma2.a i / EVO W1D- ' _ . . 55.0'L 55 D'L� � �5.�; 1603 _ . � . . i8Q9 f24.854.�5 465,9[17.12 818.34t �\. � , +50 0 I i � y 818,06 � i . � - �55.0'l � '� i 'i I � 1 - = 1612 724,737.18 455.917.39 8�17 qp4 I I i i i _ i 1fi13 124.748.79 455.917.d3 $i7.962 I � I 'i �. I i � tGi5 i24.787.i& 485,917.59 At9.154 I , 1 4 � I bQ I ' I 816147� �- � � 1nSn i24.812.1H A55.917.p7 818.279 � . ' 1 , � . � . y� 1605-, \ 817.99 tG77 f24.$37.18 465.9YT.77 9t9.4p4 % _T' ' ; - --- � 1818 i 24,662.1 B 465.917.E7 618.528 / � \ _/; / RIW ' \ �fi19 124,8'76.13 a65,9�7_92 8�8.598 ' l��16p8 ' 16D9 - t&2U 124.887.�& 485,917.9Fi B7A.654 6EG1N RAO .��2 818,34���., . ENP�?.� +is.o - ` +a2 a 1621 i24.737.19 455.935.B9 818.274 Z0.0'L� � . �� �2�.0'! _ �..___-.--- - - - --' 1615 � 1616 16?7 � _ 1522 f2A.762.i& 485,235.99 9tE.399 - H16.15 • 818.ZN � • 8_a.RO 1612 1613 1628-r ' -2G2i] ]629 IS23 i24,787.19 455,936.48 618.524 817.99 B17,46 �`� 81B�53 R18.60 � 81A.65 �62a 124,812.te 465;?36.�8 8�8.6n9 i 1825 124.837.i& 465.936,27 618.774 � !&2a" 124.862.18 4&b.936.37 818.894 16?1 1522 162� 1G24 7625 I526 152? 1&27 124.$87.1& Ab5,9�5.d7 A79.024 -. ���-}� -��gts.'� � 818;52 • 818.65 _ -.8;8.77 • �1&.9G- • 8]`+�J2 IS28 i 24,737.t g 4G5.95d.39 8�17.4Gd � 1629 �24.761.1� 465.954.48 $18.02d � �1631 �2-0�,787.i8 465.95d.59 618.164 1fi28 I !n32 124.812.18 465.954.67 818,279 �17.9� 1629 I i632 � 1fi33-,, 1635 �� �6�ss 818.OZ :-7631 918_52 tG33 124.837.1& 4G5,454.77 9t9.4�4 ' �16.�� { 818.Z8 818.-NJ 1535 i24.663.32 465.95d.E7 8�16.521 SFGW fUiP� � �� I � [fVP RAo . �•M• �A�}�EY AVE��E +27.5 -�` / '... *19.7 tfi3fi 124.887.18 456.954.95 8�8�654 26.(}'R �:`+�t637 'I 14.",A�/ 2[}A�R 818.23 818 46 �637 124,78fi.83 4fi5,9fi5,22 $�18331 �\ ,, la"98 f24.8J7.42 4&5.965.51 8t8.4Fiq \� ��' tG38 12A.797.A7 AS5,990,*.�8 8t8,669 _ 1641 1644 i24,626.G& 4fr5.991.35 818.p76 / 1 518.86 7 . . 1641 124.81Z.f8 455.979.b(S 8�8,Sfi0 / R�w� �i - (�-� - ._ . -.. . � - - igq� 124.797.47 466.002.89 $'18.951 16'10 i. _ !S49 12d.812.07 456.pp2.82 879.i�q r ���y �1�.�� I I / 8!8.b7 ��aa a2a.szs.a� asfi,00a.�s o.000 / easEniEdr � eecin�ao �3S W7D P- 35 RAR P7-� � EN6 RA� +ai.7 . �z0.7 -�27.5 , +52,5 55.1'R . _ SS.L},n 5�i.9'R 16R2 '� iC„i3 1CrW II 53.I3'H $18.85 819.14 OAO ��� I _ +�78.6 � I - 6fi.6'R _ MATCY,E7(t'SITL^+G � � I � I .. 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' I _ I' � - � l-- 18pF 125,7d7.83 dB5.89v.2fi 82G.306 I 18�5 � 180v 125,7�9.5� 465,91G48 g1g.q7q a/W� � 620.71 1d07 125,7&5.30 4fi5,410.85 819.887 _ " � - � _ ` - . - 1810 125,797_83 4f��,921.45 8?02flS /.�' '- \��. � •� \� _ I 1 5 97 83 4&5 9 1. 7 1. , ,- 1 8 1 2 .6 . . � 4 8 9.8 fl fi . � 9812 125,fi72.83 dfi5.920.97 899.7a6 � �1g� - � - \.., �'•\ - '`ti . '�i9.4r'" \ • _ 1907-`�' r . 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F� �^Z--- � \�� �Q �.IT \ 0" �„ HADLEY AVE-, s�' 6., '`��� _ f�+ � - - ------- I -� - - �14' LANE 1Z' LEFT TURN LANE 1042 1043 — 1044 HADLEY AVENUE 14' LANE � I I � - � - - - _ _ - -`;\f 6., 6,�^.. i"� '- �'\ ra., I p„%/�,` � `< � �- �,/ _-[�,� T{T:, - - - � � o., a., � - — __ _ — _ - i Rn^�1 s,� &.,1 I � I I' I � � EaSemErr-�I I ---— - C�fVSTRUL�IOfV UMfTS i I I �i ,-`` � li rN I� �; �� _ �L - G� ,a' zi�• >�.. :e�- �•:f• �.-F a • t:t,�E�,,� C1TY �� CaTTAGE GR�V�, MN 94 _ ,,, �'RELTMINARY 90 I� � �� � Stante� ,�,QA 7fTA!LS � ;��� An�i� �� ��y G C['i1VE , , _j .i;.t HAdLEY AVENl1E ANO 92NQ STRE�5QUTH HA�LEY AVENUE IMPROVEMEPl�S ��e•.�er .cr� -�,_ T` � 1U �' F��ec ar�A�`rn3vencv Meer S..�:i.:�-.i5��� .""°•"" s'�• ,..„„_��..; ,;� 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � � LEGEND �.J��� \-7�ax iDHmOL P:qHT i AT:VRER R.YSV�JNE �� IN�JN�i11EUG:k�h:;tiktSINYORHUI'Nl�/l�lr� � i1x'ISlful��u]ryrqklE[11�lls;lC;l�lldi - I � R x� :1FH�EIGNf - - I I I qutWr– _ • _ .. _ \ � LNJDIfJG NfEn-9'a 9'MIIV.DIMF7V5[IXYS N1C] �iN'l,V++SLOf'E IfV Nl CINfCII� . � IfY01:.11EiWEOESI�I.VJI:AM'-SIOf'f'iHALLI! 8EI5Y�El/�!]vn hlfryi�.�i�n J�(�ll 4f.:Pi.M�lfl�llf�1 [rv�HE�IPt:T�;]ry 5N'ri':N NJD�7i:155 SL(NaE - SfYLLL ry(]1_,l'[�li[.Irvn . �� [N01'•ui5�..Ut:f�ENN NnFP-titPf�yH'LL!2 f�VtRl tH I h1�W��i':�hMi�tti::IieAry •�•'���ry 7 ME GllilC'I i'NJ i1K�V4N.+HL+ti R:i;i Sl.�l`E ��j>O SMHLL IVU I tX�ttU L.0%o � DRAMAGE FLOW ARROW `°`O CONSTRUCTION LIMITS R/W� HADLEY AVE � 14' LANE � HADLEY AVENUE o �n 0 � 1048 1049 — 1050 W z i--i J 2 U 1Z' LANE � Q � 14' RIGHT TURN LANE 6" 0" 6,� �,� _ _ o-� -�'� - p�� I i� e: ��� I _ n �,� v' `L'Y � � �� v 6,� \ I O - S �,� R/W 6" � CONSTRl1CT1ON LIM19fTS – t i I � � g•. �� _ �L � - G� ,a' zi7• >�.. :e�- �•:f• �.-F Q t:t,�E�,,� �1TY �� CaTTAGE GR�V�, MN 95 _ ,,, �REUMINARY 90 IQ � �� � Stante� ADA Q�TAiLS _ � ;��� An�i� �� ��y G C['i1VE _ ,, _j .i;.t HqpLEY AVENUE ANO SOUTH SGMqOL�NTRANCL HA�LEY AVENUE IMPROVEMEPl�S ��e•.�er .cr� T` I IU ti. sC�ritv ry^er "i, - .""°•"" ''�'�F���<.,•�e��� ;:„;,_������." ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-0D3 ��� � LEGEND •—.l'R?: �iifJll:��Ll%JIf�ISn�[;IIIIEN�Lf"�YiJ*F_ - �o�bb �fWl/A��,IiAUCh�FS(�tS�N1U+HL'I%Lli�:ll'�ti] �':ri51g�L1 C.T1IHElE!"AlliB&GJnHi � I dU l�dT� '� i iAl6 HEIiHf -'-- , .,,�I UWOIh':iMEA-i%i'MII.Ll1�hHSI:MSFNG hLV.LI]!L SL[1L!Ifl�VlUlliEf:llLifJS - � IPoUIC'nIE+I�F1lt��k�lWiiAf•i'-SL[»t.`:INLLlIE - S a=nYElni.�r':.MIfVIMl1MNYU53w.hY+zITLM IP1 iHt L�IFSE:f ICNI'�fHVN ANO`Rn'i5%=1�E SI+n4 ry��txc.teo l.irr: _''. �� I�•9i�RiE51'EL1f51HLV1 N.VT'-SLOIk SHpLL dE :�HL�11J?11{RNi.liY.iANULESS MhY�lP�.l'� ~�}o HADLEY AVENUE THE DIRECRON SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% � O CONSTRUCTION LIMITS � DRAMAGE FLOW ARROW R/W� HADLEY AVE 3 �o D a' � � 14' LANE + (7 2 � O r z 1Z' LEFT TURN LANE losl iosz 1 w rn � z � �. J O = + � � 14' LANE � � �„ 6 — — — —_ — b., _ g — — — - — 6„� ��o�� o.,_\v �)--- �— �, ---L� 6,� --Q --0 — - - -- - --�� �� i - - — , 6'�I ;�. —o. o.,_. ..\`6.. 6"� I I � - -'� _=— — — -- —� . � RNV-' I . --- � CQfJSrRUC7lON 1M1T5�� �4; � �� - G� ,a' zi�• :e�- �•:f• �.-F Q t:t,�E�,,� �1TY �� CaTTAGE GR�V�, MN c�� _- ,,, �REUMINARY 90 IQ � �� � Stante� �.QA i]�TA'LS - � �''� " An�i� �� ��y G C['i1VE ;_, ,, _j .i;.t HA�7LEY qVE�JUE A1Jd NQkTH SCHOqL EhTRANCE HA�LEY AVENUE IMPROVEMEPl�S =VNa•.�•fl: . � + 1U r��er�F��ec ar�A�`ro3C�ritv Na�� S..�:i.r�•.55��! - ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � � LEGEND h�,,, � -xr.z ccxi�s�i���nisai:ae�ir�irunVun� - i � �sunrnrEnoar�s{sEEsrureni�owa�F m�sf _ I I I ! curvsl wr��.'�mlcxti t niHss!�r.ui itx _ I I �`�' �,e�bfRlG'lil _ -- ' , � W'lGINIiA1iL-.�-9%=1 F11fY.U:MtfY11[1N51YR] M�k].�n'�.SLUI'E IN Ni CII�E�II:� = I . i il � �N��-.��t,�a:ES�RLU1�:Ari�.S«��'k,�w„Ll2 REI1Vct�1.i.11�.�hliNin�;n nh;�y.:�...M.VfiIAM Iry IH[L•I�L•::i I�]N SH[TVN ANC��Y.[h':�µi� - � . . — — —_ ' I `:H�llLN�I:xCikIJ2.Dm F�� . �1, f1 IryUI�f��iS�'tl+tti INInN H1'M�•5�.:11�SHA}114 ' � I � r,uEnrEii rww t.us;,,no e�ss n*nrv :�rm m n 11E u1NE�I I[W SH:7lVN NW][R:]SS 5x:]4 - f . SWl1 n� Ea�EED 3 ihi �. . i � uF.iINfJ�L HinY nH3iLY�V cnNsrRWcr�oNUMrrs __ I - _ 6.,, II - - - - - - - � � ` �' - '� - _ — _ _ --- - ^ _ _ - - _b�• � - N �.. - - s - p•, _ _ _. -- - -- —U NADLEY AVE-, �' S � °.. 6., --.- ----_-- -- _ _ _ �,, 6.. 6., _ _ . 6' � � � — - , �-- _ ... -.!�0.. II p.,L 6.. . - �- � , �., G.. �`�.. ` �`�„ 6�� n a r � � -- - ws rn -. _ - = _= _-- �os� � - - - - - - - ~ HADLEY AVENUE � u�i i __ -- r.� � + w COq.. o� b•• s,._ a,. 5" _ . --- � p•'_ - - _ - ��..� ��" �"�., /`....-. _. -J. - -�---� --- - _ . ` ^6, I 6�.�'�'_.� _ 5" i fi'�:���� � �� ��F - `�Q� I n��_�f y . S �. /`:, S i _ � _—— N � % _ -- - - - n•�_ � � J I ' O, 6„_ 4}i. CDNS7RUC73pN LAhiff$l . �6.� I R �I � � � _ � _ � i ; � � � _�--- �, i------ �-- -`____ ----- ' -� � ' � _:� ------ � � � � Y 1." I _ �� - G� ,a' zi�• :e�- �•:f• �.-F Q t:t,�E�,,� C1TY D� CaTTAGE GR�V�, MN 97 _- ,,, �REUMINARY 90 IQ � �� � Stante� ,�,QA]ETA�LS � ;��� An�i� �� ��y G C['i1VE _ ,, _j .i;.t HAGLEY AVENUE AN�9C]TH SiRE7�QIJTH HA�LEY AVENUE IMPROVEMEPl�S ��e•.�er .cr� T` I IU H: sC�ritv ry^er "i, - .""°•"" ��'�F���<.,•�e��� ;:„;,_������." ,;� 5AP iSO-1�7-004 8�5AP 18�-1 i i-0D3 21� � ��,,, LEGEND LA:ti �:r��:i[]Lf':]IK�S��I'K1��FJiK[ril•LlNt � INi1N'..'l�IFJ]IYYNES[SttSIANLNW]IMAIt!ITiB) - , . � ':CMtlSTPV:f IXNJOtETE NI�BY:lnlFYt I � I � :'l/�l'�RI'uNl -- � I I I � - � � } I I I � VJJPINurRER-•1'x•1'F11N UIMEfV5fIXJ5Nfi I ' � I � ' C�L._C(d FN,%1!�i:SLUV't IN PLLu1HLCl'I•xls _ ��� _ - � � �. COfJ57RUCTlO1VLiM1IRS � � S iNuicn�tse�uesiauwtinrr-siu�FsMnuxe - ' �� BE744lE�1.,I]R�,MIMIklN10.YDH.3aM+x{F11M I IN�Hf L+IPECTIUH SHS1VVfV.VlO�i�i5 SLIXE � _ . \i _ � srmLLnui�xufui.w� I fJL I'-�fE5 Rf+E51R I.M!I:AhP-Su`]fE SHA1i dE _ _ � l� r�o��;nrxa s��wr nem Rnss s�e���ry . . f�, fi„ �•� ' SH�1LL Hlli t4�.},kU 1 IT4 U ` � I �.. �.. � w iiW.lryA.'•�>L�:T'::,i:�iCY:l � �— ,,� �0 ---i� .._6•� � l� 1 ' _fi 6.,�/ `� �� i ` • -95fH ST F._' -- - - - - - — o� ry �� � � 14' LANE � 13' LANE 10 102 103 95TH STREET 14' L4NE � 0"r6-�-- -- — / ���—� i 6" ❑ J m `J �sl u7 �r� ''1 w z ��, O I � , � ,�, � _ �, � � _ -- / I -- Y Y � CONSTRUGTION LIMRS— �� ft/W� I ;�: � I _ � - n �o' za' ;.n .:f. �.-F a • t:t,�E�,,� C1TY �� CaTTAGE GR�V�, MN _ ,., �'RELTMINARY 90 I� � �� � Stante� AQA��TA�� 98 � ;��� An�i� �� ��y G C['i1VE _ ,, _j .i;.t q$T!i SiREEf S[7L17H ANO MISSISSIPPi pUfdES B�iJLEVARQ HA�LEY AVENUE lMPROVEMEPlTS ��e•.�er .cr� -�, T` � 1U �' F��ec ar�A�`rn3vencv Meer S..�:i.r�•.55��� .""°•"" s'�• ,..„„_��...; ,;� 5AP i80-1�7-004 8�5AP 18�-1 i i-003 ��� �� � � � � � - - �z _ - a 25• 5�� _ _ �CONSTRl1CTlON LIMfTS ��w - — �� -- � HADLEY AVE — �s'erruMiNous rr�i�_ ip - .—__. _ __— _. _ _____ ._ —_— ___.__ _ _ . 6'AGGREGATESHOl1tDER +11.9� N 1$.S'L . +3D.4 —�------ -- � — — - - O �� ` i].5'L 4D:1 / f _ O ��>'o �i / / / � ', 1 W �o�0 996 � rz-i � J ---- 2 -------------- � / U � � a BEGIN SAP 180-107-004 � +34.5 40:1 HADLEY AVE STA.996+30 11J'R � ` +88J MATCH EXISTING \ B618 CURB AND GUTTER � - - - - - � 18.0'R -------------------� ----- ------------------- ----------- --------------------------- � 6'AGGREGATE SHOULDER 8'BITUMINOUS TRAIL \ - _ R/W �i -'i , � � � � � � CO�J[��E P,7VEhiETJ� � �CONCF:ETE W.1LA-h7EOW.'� � . \ � , COWSTRl1C'�IOtY LIMCfS 1 �-MATCM EYISTING P.9Vl�VG PL�VN NOTS: p � 6ftUhIlryC,w15 PaVEMENT � CPNCREzE WALK SPcCJ7L S�E TYPlCAL SEGTI4PJ5 SnEETS 19-2?F�ft ALL PAVEMENT OESGtlPT16N5. ~ i� I � AGGREGA7E SH�VLDER � CONCRE7E WALK SP�CIAL! � ,.�•1 7"C6NGRETE WALr�-C�h1MERCtRI�R1V�1^IAY � � CONGRETE PAVEh1F^7T S�'ECIr3L c"[:flNCRETE WALIi-RESi0EN7Ull ORIVEVJAY � 6[7tlM1PJOL15 T�.�iL , � � I ' � � � I I I � � 5..COhCRETE 4YRiK-SSOFWAf.}: � � � � , r �� rI �� � � I I I _� � �� I I I I I I I 0 25' 50' I I� �� II � � � � � MATCH EXISTING I II ii I I MATCH EXISTING I I I I I I R� �CONSTRUCTION LIMITS �� I �� � � � I I I I � � HADLEY AVE ' �' � _ _ s�eiruMirvous rw�i� 3 ---- ----- ----- � � ��-�� , � — � � - - - - - - - J � - - - - - - - � � - - p ----- D _-- --_ _--- _-_ ---- -_ ---- ---- --_- ----- ----- ---------- -- ------- ------ ------- ----- -- - ----- ----- ------ ------ ------ ------ ------ ------------ ---- ------- o � - - - - - - - - - - - - i - - - - - - - - - - - - - - - - . . . . + n o 2 HADLEY AVE ,--i 0 r � � z w rn z � F-� p 1 J au Q z = �P � U a� �+„ a = o g B618 CURB AND GUTTER 8'BITUMINOUS TRAIL oe . . . . . . . . . . . . . . . . . a M -.- .:.:. .:. .:. .:.:. . .:- .-:-: .-: : :- .-:-: .-:-: :-:- :-: -:-: . .. . . ---- -----------------------------------: .- - .-.-. -.-. .-. .-.- . .-. -.- .- .-. .- o . . . . . . . . . . . . . . �m R - - - - ----------- ------- ------ ------- ------------ ----------------------------- --------- 'P ----------------------------------�------------------------------------------------------------------ � . . . --------------------------- �w ___ i o '-----/-J"- ------ CONSTRUCTION LSMITS MATCH E�ISTING J � � — — — — — — — — — � � � rn I -- ���SEhse�T I o�; ,.�. �,-F a t:t,�E�,,� �1TY �� CaTTAGE GR�V�, MN 99 -__ 4, �'RELTMINARY 90 /� � �� � Stante� PAVIfJG PIAf,, ' ;I'r A�]fiiI �� 2�1� Cr[��E , _ ,,;,mj .;:... Ha,a�Er A�Er�u- HA�LEY AVENUE IMPROVEMEN�S ,�•.�� ��. ,, •rrr.•;rec � r'erep�iec ar�A�`ro3C�ritvry^e� S..��:�.r�•.55��? ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � i i i i i i i � i i I I I I �� I I I I I I I � � � I I � ' I � I - - I I I I I I I I I I � � � I I I I I � � I I I �� I I I I ' �� I I I ' z '� - � � � � - I � � I I I AT X1S7WG � T M CH E - i MA CH FJUSTIN�, , I I I _ _ . , � �. 4 25' 5G' � I _ �E'15EMENT _ - ' , _ � ��CONSTRL1CflON LIM1T5 ' � � .,� . :: _ n - - - - - - ,.,�_- . BITLIPIIN LI i RI11L ... ` .:..:_ � ... .. . . .___.. . ._.. _ .. _ _ �--} . _ . . _ . . . . — _ .. . . . . . . . . . . . . . _ — .. _ . _ . _ _ ___ _ - � _ _ � �j �--� ��>o r —HADLEY AVE B618 CURB AND GUTTER(TYP.) � - h-� 0 o Z HADLEY AVE w � 1 � � 1 1 1 1 4 5 6 = o F U 0 4' a o � 8'BITUMINOUS TRAIL ------- ---�----------------------- ---------------- ---RIW�--- --------------------------- --------------------------- --- - - ---------------------- I �L6NSTRUGTiON LLMIfS . {— � � � i I . __ — _ � _ _ � — — — — — — _ ', U] I �ONC��E P.'�VEME��7T � �7�rOfVCF:ETE W.11K-MEO W:•i � � � ` `MATCN EXISTING � �y �EASEMENT I R� � �IfUhRNGUS PAVEMENT fX X X XI C�C1-iETE WqL1:SAECIRi i�� � AGGREGATE SM�l1LQER � CDNCRETE WALK SPECIAL 1 � 7"CONCRETE WALK-COh1MERC{AL QRIVENfAY �� CONCRETE PAVEhSENT SPECLAL � � � PAVNJG PLAN NOTES: � � � � . S�E TYPICAL SECRON5 SttEEfS 17-24�Oft ALL PAVEh1ENT OESCJtIPTI0N5. j,- ,� 6"CONCRrtE WALi(-RESIbENTWL 6RIVc1M1'Ar � 91TIJhl1NOl15 7FWL \ \ \ \ /' �/ I I I I • •�• � 6"CDNCF�T`c N'ALK-S1�EtNRU( � \ � � � I I I I i I � \ � � � � � � � I I I � Z � \ �. � / / � i � � i CONSTRUCTIO LIMITS \ \ / EASEMENT 0 25' S0' 3 � � 8'BITUMINOUS TRAIL \� � � �CH EXISTING / �— � _ R� J L — J � - — — — — \ � L D - ------ ------ ------- -- ---�-- ----- �- ------ ------- ------- -------- --- -- ------- -------- — - - o ------ ----- ------ -------- ----- ---- - ------- -------------- - ---- ------- - ------ ------- ------- ------- ----------------------- ------- � — — — — — — — — — — — — — — — — — — — — — — — — — — N 2 r HADLEY AVE HADLEY AVE � � z w rn z � � J �°" Q 0 2 025 = "' v U a� �+„ a = o g -- �R� END BITUMINOUS BEGIN CONCRETE STA. 1024+10.08 um --- ----- -----_ --------- -- --_ -- �...,,, � \ I I \ \ \ / \ I I 1 = I - _ gSTH 5T ' .'. `` -_ '. � I I \ � ourlAr - I - -- � � _ _ � _ _ �r - � ' � � CpNSTRUC7[QN UMITS � _ � � .� �..� • � 8'BfTUMIry0u5iF..l� ;—it/w + - 2 •t� � � - - - - - - - - - --- '^HADLEY AVE- - - - -- N - � �`� � � ,-�-+ - � SEE LIINQSGIPE I _ � Z SHEETS±7t-173 - - - - - - - � � r - -- _ _ _- - -- - -- ,, - Z r / �--i � - -- - - ����Y ��f��, j"' / , � / J 5 -- - - - - -- _ _ � ,% f-- - f� ---l� � - f�� - ' - i:�'. � ---_- _ - �� -- -- ----- - ---- - � f� � ' 3 �� =� ���� - �_ f-j -_ / _ - _ � _ _ �� _ ����= - - -,, - - - - --- ;`•i ;'/ /,, ' - - i� ¢ �' '� � �// � � p - -- +— � �—�-- - i -- — — - - - - - - - __ --- - � - -END GONCREfE RM,-, HApLEY AVE ��' BEGIM BITUMlNOUS �� B618 CURB ANQ GUTTERlTvp.) �f. � l: STA,10Z9+17.17 _ _ � .* . .. — - -- -- -- - ----- -� --�---- � R'BITUMINOLISTRAII � — �- - - - - - - - � . . .—.. .. ...------- � L�r1 ��CCNSTRl1CT1ON LiMCfS �� - ,.{ � � CO!VCRETE PAVEM�JT � 4'CCNCR�c WaLI(-MEOfAfV S � � � �1S�MEN'II . I I � BCfIJMUVUl1S PAVEMEry7 � CONCAEfE WALK SPEti.v �7 25' S�' • ' � � AGGREGATE 5tt�l1L0ER � CIXVCRETE WALK SPELiAi 1 L� � 7"CONCRETE WALK-CD44MERCIAL�RIVEVJAr � CO.YCRETE I'AVEh1ENT SPcC1AL • . � aAV1NG PL:W NO7E5: .� . . . SEE TYPICAL SECT[ONS SHEE75 19-24 FOR ALL P�1VEN�ENT DESCRIPTlONS. 6"CONCFtETE WAL'n-RESI�E:aTWL ORIV�h'Rr � B1TL1F11NOL15 TRA1L ' 1 r I � � �'' � i � ' '�' � �� b"CC�NCR`cT�Vr'1LK-S1�EWRLK i � I � � i � I � �I II � I � , I I � �I II � � � 'I � � �� ���`� �I� � I � I I �I �� �� I I � I OUTLOT �' I I j� jj ��j �j I I '� I I �I �� Mj� I� I � � ' — I I -------- - - �-------- � � � I � I � /, ��1 I I � I �� � I�7��� CONSTRUCTION LIMITS �i � � '' � i ' � �R� '� o � i i -------------------------------- --- ------------------------- ------------ ------------------------------------------------- --------- ------_ HADLEY AVE _ _----- � + I I 8'BITUMINOUS TRAIL �"� --- ---- ----«'« « �� � �. � � r � � z w ,-,�, � z r-i a� p 1 5 6 0 p J "' N U � 4' � a� �+„ a - � HADLEY AVE � B618 CURB AND GUTTER(TYP.) R� - - - - - - - - - - - - - — � um mo Mp °o _ �-- ., "--' ----------------- �� _ � ---- ------------ � 8'61TL1MSNOLIS TRA1L � � � �� I �CONSTRLIGTSOr1 LlMffS �� - _ �`� `—h7.aTCM EyCiS71NG E�SEMENT - � _ ,� � u 25' 5�]' [y ?.�� S:[:r- r.[. . ��:_ �1TY a� CaTTAGE GR�V�, MN i�i _ �'RELTMINARY 90°IQ � �-t��E���� � Stantec PAVIfJG PLAf,, ' ;I Ir °' A�]fii� Z� 201� Cr[��E , _ ,,;,mj ;:.,t Ha,��Er A�Ewu- HA�LEY AVENUE lMPROVEMEPlTS ��r•.��r .c:� -i, - •rrr.�;rec � r'ereF�iec ar�A�`ro3C�ritvry^e� S..��:i.r�•.55��? - ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-003 ��� 0 w F ---�----------------------------------------------- � --------------------------------------------------------------------- ------------------------------ -------------------� �� � � - , ! �7(7Ery0�GREGqTE BASc CL 5& _ AGGRtGATE BACKFI�SEC-flqN 24 FT � r � BEYGND PAVEMENT SURFAG OLITLDT � _ / �� I� / � f / -- — • - — - � _ _ � � ' L!7 8'61TVM1IiNOUS TRa1L � ,`—R�W + _ � ��� /�se�s aRe�o c�rreR �HADLEY AVE �'� � i� i i p ��ro � � �o�o rn � �. J O = � F 4 4 1 U � o a o � HADLEY AVE , , , , , _ _ - - --------------- --- — -�-------- ----- — —— — - I � � -_--------------- - --- —���—---------------------- - �, �� —8'BITUhI1NOU5 TfWIL '� —R/W �CUNSTFLICTIC,N'�LlI`liTi -- ------- � '� � - � ' � CGNCIiETE PqVEMENT � 4'[6N[RkTE WFILIS-h1E�]AN Q ,� �'—MqTCH EXLSTIIJG ` � � ��� Z `F�lSEMENT � 6[tUM1NQUS PAVEMENT � CQNCREfE WALK SPECWL N ,�N � � � � � r, 25' SC+' . � r1GGR�GATE SH6l1L�ER � CIXYCftFfE WALt;SPEC[RL 1 ' � �' 7"CONCRETE WALK-COP1MiRCIAL DRIVEWAY � GIXVCRETE PAVEMENT SPECfAL � nqV W G PLAN NOTES� 5"Ct]NCRE7E WALK-RESSOEH7IRLORIVEWAr � BlTL1hllNQL157RA1L S[E 7YpiG1L SECT1O16S SHEETS !9-2�3 FUit ALL PAVEhIEN?Ot`SCk1PTLONS. I i,r � b.,CCNCFt�E WALI[-SiUEN'�tLK I \ I �Z I � � I � I I � I I I I 0 25' 50' � I OUTLOT I i I I I � I I MATCH EXISTING CONSTRUCT RESIDENTIAL DRN�WAY I i „ i D =------------------------ ----8'BITUMINOUS TRAIL---------------�— R� MATCH EXISTING II------- ----I I I � ----------------------------------------------------------- ---HADLEY AVE----------------- �----- I i N TRU TI N LIMIT i _ '� � , - _. z HADLEY AVE rn --- � � I I il �' I I I I �I �� I I �I �� I I ��,�, i i �I �� I I o��g � I� �� � � — o�Q� �� �� � �I I I I I I CONSTRUCTION LIMITS o�p� � I� li � � OUTLOT a o°> I �I � I I R 8'BITUMINOUS TRAIL oowo � �I �� I I � m�ap � II � _ I I ------- ------------- _ o ----------- � ------ — -------------------- -------------------------------------------------- -------- ---- -- --- --- - � — �m�� � ------- 95TH ST �I o�= I o � � a�= ��, � ��ro � �o�o � 1 3 4 z i--i I J ��, U �'�� a ' � B618 CURB AND GUTTER 95TH ST � I J ♦ �i m � �� ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... .... ..... .... .... ...... �ii W .-. .-.- .-. .._. ._._. .__ ._._. ._._ ._._. .-.-.- .-.-. .-.-.- -.-.. .._.. .._._ ._._._ _._._. ._.. .-..-.- ...-.-. -.--.-. .-.-.-.-. -..... ..... ..... ... .. ... ... .__________ ________________________________________--__—_- z . ... .. _________ ________�_ ___ —___ ___— _--_______ ____________________ ___________________—_ _______--_—___ ___ _ � I MATCH EXISTING ''� � i �� � � � N d • B'BlTl1hI1NOU5 TRAiL —CONSTftIJCtiON UFIITS b_ \ �R�lh � r17 \ ' � L!1 I ��\ _ i � CONCkEfE PAVFh�ENT � �'CONCf•'ETE WALK-M"c�IAN , � ' I i1 �5' 50' � % � � 61Tl1MiN6U5 PAVEhiENT � CONCFETE WAU SPEUAL FAVING PLAN NC7TE5: h1AiC�+.1�fl�IfJG — � SEE TYP[CAL SECIIOfVS 91tFf5 L4-2A FOR ALL PAVEMENT�ESCRIaTIDNS. � aGGREGATE SHUVLOER � CONCR�E WAUC 5FECfAL] I -a�- 3"r�NCR�7E WAlli-CAMh1ERCIAL GRIVEWA�� � CONCRE�E PAVeMEFiT SPECI,�L� _ r`/ (! . . rr 6"CflNCREfE W.7LF:-RFSIOENTGll.DkNE4YAY � B1TUF1f1•7qU5�SL711 �, i • � /: 0 b"CpNC�EfE Wa�K-Sta�WAIK f \�'� � ��HAaLEY AVE �RINI R'61TUh�IN0U5 TRqiL � '- _ _ I. •_____' - - -' __ ' - _ - _'_ '_ '_ _' _ '4 -___ _ -_'_-_-_ - '_____ -_'_ __ _ _"___ __ - _ ____- _ '_ __'- . .. - -- - - - - !�—cnnsT�ucricxvuMr�s —9STH ST `` � ���.� �_-� � � l .�� - - Rb19 L11R6 AND Gl1TTEft �'� 3 -_-_ _ __— _ — _ _ _ __ _ _ _ - _t " — — -__--- _— - _ ___ -- SCE L+VI�SCAPc I I - a y � \ \ � . I � HEE75 171-173 I + � � ,�: :�:: ... \ - -- , _ I _ _ �, n - � - - - - - - - - - -- - -- - - - - - - -- --- ------ — �` ,i L, r-I _ , X �� "- . ✓' _ — - �J � `.y �;� _ - - _ .\ - � _ I I J__'� ri H ��� _ _ `�,�.. __ �1 ' �` '�C / h __ +C _�_ L 7 � m ��` - - - - � '�. _ --_ - - - _ -__ -- - I - -- -- -- -- - _ -- -�-��r - - -- - i - - - - - _- _— -- � __ � _ _ ��� � - - - - - -- - - - - - -_-- _ ---_ --_ -_ __ _ � _ � . _ __ - - � _ _ _ - _ _ _ _ _- � . � + 95TFi 5T EN�6ITL1R7SNQ1J5 BEGIN SAP 1 -I11- • � � s��,n corvc�t re sT,� 3. •'` , Q _ sr IN: � �'^� p � _ " _________' � _ _ _ '_ - _- _' ' _r.�� �"_'- _ 'v� - _ _ F+- i � , - .- .. � - � - �� . w �CONST�l1C7lIXV LIMITS - — — ' � ' � I �,f e�L �, � �W $'81T11h1(NDl1S TRA1L , , ¢ I I Y } .T. ` W �C 3� EAS�MENT , J � - a �I Q � � - _ ❑ 25' 54� �' � . 5.[:±•. :�.R.,t. . �,�F � t:t,�E�,_� �1TY aF CaTTAGE GR�V�, MN i�3 _-_ ,, i�RELTMINARY 90 I� � �� � Stantec PAVIfJG PIAfJ ' ;"` A�]fii� �� 2�1� C['i1VE , , ,,,imj '., 95THSiREEfSpUiH HA�LEY AVENUElMPROVEMEN�S , ,�•�� �� � �; ��,�3����tv���< ..�n.._��... : ��, 214 .""R:"" �'�F��d��^ S �'�"..5� , 5AP i 8�-1�7-D04 8�5AP 18�-1 i i-0D3 �J / \ � ___ , -- CONSTRIJCTION LJM175 \ � r_ - .� :- �:. - ...: ,-� --- 95TH ST ..,:•,: � 8'BiTllM1NO11571iA1L �Rn,`, ------------------ _�....; � . . _ �. ., ��' ' � MATC31 EXSS7SNG - � _ _ __-_--- —___ ____ __ _—_____ ___ ___ ---------------- — �� ^ • :. _`�'. _ _ -__ ______- � \.. \.. n �__._._._ _ . - . -\ 7�T�_� - � �� �\ ��r�o = 118 119 120 121 1ZZ _ 1: �o�o � z ITI MATCH EXISTING I--� F-` ------------�--- ---`--------------- --- ------------------- ------� -- -- (J7 - -T-- -------- ----------------------------------- -------------------------------� + � ------------------------- ----------------------------------------------------------------------------------- - - T - ------- - - - - - - Ul -------- - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - � � END CONCREfE BEGIN BITUMINOUS STA.115+60.13 R� N MATCH EXISTING �COhST?l]CTiOni LEhI�� � J i U 2°' �C�' � I � C�ON�n�E P.iVEMEN7 �X,. i'�_OryCRE-fE�V:�L\-(•IE441'V I�AVIfr�:�1,7N rJQ`3. I�. � I 5�E T4�fIC.aL SL�?IONS SHEZ5 1°._2a�C�R.dLL PAVc'ta�r�.,T pEiC�11PTIDr�'S. � 6ifU�I1ryGV5 P.IVEME�VT � CC1�J(n�E�YAIK�PECI.�L � AGGREGATE SHOULDER � CONCREfE WALK SPECIAL 1 � 7"CONCRETE WALK-COMMERCIAL DRNEV✓AY � CONCREfE PAVEMENT SPECIAL � 6"CONCRETE WALK-RESIDENTIAL DRNEV✓AY � BITUMINOUS TRAIL � 6"CONCRETE WALK-SIDEWALK �d uo a� um �� :�a:�- r•:t• . �,-F Q t:t,�E�,,� C1TY �� CaTTAGE GR�V�, MN i p4 _ _ . . �RELTMINARY 90 IQ � �' � $��17t@C P.AVIf�lG PLAh� ' -l.tr °' A�]fii� �� 2�1� C�i�VE , ; ,,;,„,,.;:.., 95TH SiREEf 5QUTH HA�LEY AVENUE IMPROVEMEPl�S ��r•.�er .c:� -i, - •rrr.�;rec � r'ere F�iec ar�A�`ro3C�ritv ry��� S..��:i.r�•.55��? - ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � � PAVING PLAN NOTES: PANEL LAYOUT AND JOINTS IN THIS PLAN MAY BE CHANGED ONLY IF APPROVED IN WRITING BY THE ENGINEER. JOINTS RUNNING ACROSS THE �J��� Ek7Tl1�lG WP�ES,EXC�PT TM�SE PE&PENqIC�ILAF tD TNE n,�TM qF q(1SrTNG TRa,FK1C WRL NGT eE A+'PROVEo. SEE i'lPIGAL S'-Ci It�ryS St1EEf5 19-)�FC7�ALl PAVEMEfJT DFSCF1PTfC7N5. - �� LOCATIONS Or PANELS ARE APQftO;(IhIATF,COraTPAC70R SIiqLL i�ETERhtIN�EfACT f,aPIEL S�ACIIJ��FOft 5{IPP!zRt�Nrr3L R=IWHJRCETiENT 0'JFR - MATCH LINE 1q27+37 °�'"�E�R�R�'Ra. PCiWEL B�\R ASS[�•1611E`•SHALI.BE P€R ST.�iV�AF'.C�PL:yTE 110), _ _= y��.� �'.`. I �i � ` ` PLACE 18"IOfVG NO.-�REINFORCEPIENT BAR 41N[�tES F4ph1 nNp.1LCVG E.�.CM E�GE OF T1iE T.WER WHERE Pr1HEL5 r7RE$F�ET UR LESS IN WlLjr'•. �+�'�b']a _ � �' j k 6�,-�� I ALl-CL1RSIiVG 1Q1p1TS-fY7 F1ATWli-�.AVEW�pIY K)INI�Iq TH�h181NLLNE P.�VF.IEPJT. - f C6NSTRUC710N�IM[TS �� � (,, / � �x� `� � ��' � 3, � . �1L1T�DT , , . . '"�u�, ' I ./�I • ' 1 v: ,.K: II I I ft,w I . - / // '... ���. . 3'BCfLIh11NOil5 7Pr11L-� �`�� `�I` I� .� o� �� ti t I' . 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J � r�+«+�� 6612CuR6ruvo / _ }��i �� ( GUTTER(TN QUi) �� . o+ . + •/�o-' �f Ti* � +C A U l0' � � . � . .. t^4� • ♦ +� rt+ � ecGiN S,qP 180-1t]-0 3� +. 0' 1 �- � .�.- a + + l � + ii . T + 7 �. , + * + i~ ��+ 5 q.__3 9_ �r . � _ - - f + +� + + � / 1� � r � _ Q �f �:•• �t � � ��°,� !° .#� *i�{� �+-+ `^L / + e� + + �a.:. / + q / � � ta'•i''� � � / + � 113 \ �i m � i � �'I m i .''.'w�';.'w + _ + + i + + } \ � '"' ' L1TH(TYP.) C2H-0(TYP.) . . . . . . i� +4~+�+ . . . . . . . . . . . . . . . . / B618CURBAND - - - - - - - - - - - - - - - - - - - - - - - - \ / �+�+�+ B618CURBANDGUTTER GLITTER{TIP OLlT1 . . . . . . . . . . . . . . . . . . . . . . . . Eld(TYP.)- r *+*�*{ / ` p \ i � f f/ \ ` 1. � '/ f f f � ♦ ♦ _ YCR7elh'RL{ . - \ ~-- �....�. 4� 11� + • + - h1E�lAN fJ � � � + i I i� , r + � ♦ 4 i+ „ � ` \ ••' ,� . ♦ ♦ i . , h i / �� w i + ♦ ^� �� B618C1JR8 ./� � � r �'q' , Q � . . +�:+'. ----'�- - - -- --------� -� ----------•'w-- - -• l / /.l BFfl1MlNQi.15 PAVEMEfVi SVPPLfMENTqL REiNFD4CEMEYT G ER(Tip �� } y�+�y�� I �il 8fi1FSGUkBANQ LffTER ' �g �. w 1 + � ♦ + ♦ +�+~�i+i�~+ +*+� � ��-F.JW 0 . + . ♦ + a ♦ ♦ + + + + ��` $ ,9 r + ♦ t + r�« + ♦+. ♦ t + -_ .Fa+ + `. , , d- _ ;.{�+r;e�+F.+.++i.+. + e ; �-CONS7RU�IOn7UP7fr;, i r 6'.CONCkETE WALK-SIOzWALIi ,� i CONCRE�E WASJC-SPECiAL \ \ + , � - .'. N � � �}"COiF�RE7�LyRL1i SPECIAL-h1EOL4N r � CONCRE*E WALK$PECIAL 1 MATCN LI N E 1Q2S+82 � _ l ��1 ___ _ � -_ � BiTUhilN0U5Tlt4lL C� i�' 2i7' •3A'�. S:[:1'. r.�F' •. �,-F a t:t,�E�,,� C1TY D� CaTTAGE GR�V�, MN F - . k.: �'RELTMINARY 90 /� �i� � ��ant�C COPlCREfE PA�IhJG PL,�.f! 1�� !�r���` `' A�']�I I �7 GU1U � C['i1VE _, , _nj .i;.t HAGLEY AVENUE ANi7 9STFi S7RE7�t7lJTH HA�LEY AVENUE IMPROVEMEPl�S - .Nrr.;rec . Y I r�'er�F��ec ar�A�`ro3C�ntv+�^er s��a:i.:r.55��! - ,,.„„_,�..; ,,, 5AP i SO-1�7-004 8�5AP 18�-1 i i-0D3 ��� � , PAVING PLAN NOTES: PRNEL LAYOLIT�1N�fO1MT5 iN THIS PLAN hIAY 6E CHAPIGEQ ONLY 1F APPR�VE�IN WRI7ING 8Y THE ENGiH�£R. 1QfNTy RUNNIAlG�1CRD55 7nf -� - �7ClT]NG LANES,cXCEPi THOSE PERPENf]iCl1LAR TO THE PATH OF FJ[LSTIWG TftAFFIC W1LL NQT BE RPPRaVEO. - SEr TYpSCAL SECT10N5 SHEETS 19-2�3 FOR ALL PAVEMcM�dESCRIPTSOci5. L�J]?IQN$6F PRNELS ARE APPRfl}LIhVITE,CYJN7R4CT6F[SHALL DE7ERMINE r�WC7 PASJEL SPACiPtG rGR SLIAPLEMEHTAL RESNFC1RCth1tNT pVER ❑FAiNAGE STRl1LTI;ftES. - aOt^IEL BM RSSEMBiJES Sr+ALL Sf PER�TpN�AR�PiA7E 1103. PiACE 1$"LONG NR-�RESNFT}RL:EMENT 8AR A INCHtS FRC1M RfJO ALONG FAC?1 cOGE OF 7HE TqPE4 WHERc pANELS ARE 6 FE�OR LE55 SN WiQTH. - ALL-CLVRSINGJUiMTSipMATL7i-PpV�EMEMYJUIN�YSINTHEhL71AlLIN�-PAVsMENT, I � ��>'o \ - 8'BITUMINOUS TRAIL � `°`O EASEMENT� CONSTRUCTION LIMITS �� R/W � � ---------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------ �� ; ------------------------------------------------------------------------------------------------------------------------' � + + + + + + + + + + + — ++-+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - - - - - - - - - - - - - - - - - - B618 ND 6UTTER - - - + + + + + + + . . . . . . . . . . . . . . . . . . INT . . . . + + + + - - - - - - - - - - - - - L2KTH TYP. + + + + bb' - - - - - - - - - - - -MNDOTSTANDAR - � ) - - - - - - - - - - - - - - + + + + vv E . . . .• . . . + + - Bfi18.CORB AND GUTTER. - HADLEY AVENUE-SOUTH LEG - c� . . . . . . . . . . . . . L1TH-(TYP.). . . . CO + ll� N O ,--i 14 AN � W Z � J w — 1a02�5 — U H a - � — � - _ _ _ _ _ �, � � � �,, - - � 4' E � - � - - _ - - _ _ - - - � � � ' W �.. - - _ _ _ _ � _. _ _ - - - - -- --- -- - _ �/ LEN�8f7'11M1NOi15 - - — -- - - - - - - - - ------ - /�l RI'."1-,. BEG1N CONCSiETE — — — - Bfi18 L7JR3 raNb GIJTrR -� '� 5T.'�10:�7+1D.�Ii 1 CGYCF{ETE WALK SPECIAI- �� NIEDIAN(TYP.) / . . . - . - . - U� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --- ------� %P � � -- -------------------------------- - BITUMINOUS PAVEMENT SUPPLEMENTAL REINFORCEMENT —--,-`---------------- - EASEMENT CONSTRUCTION LIMITS 8'BITUMINOUS TRAIL / o Q +++++++ 6"CONCRETE WALK-SIDEWALK /� / CONCRETE WALK-SPECIAL ux � 4"CONCRETE WALK SPECIAL-MEDIAN � CONCRETE WALK SPECIAL 1 I / - �Z _ � BfTUhflYV9v5TW7lt !� C� i[�' 2i]' r ;.[` ..f. . �,-F a t:t,�E�,,� C1TY D� CaTTAGE GR�V�, MN °= k.: �RELTMINARY 90 /� �' � Stantec C0�7CREfE PA�IfJG PL,�.h7 ��� '"`''�` " A�']fii� �t� 2�1� � C['[��E ,�;; .,..;,..Mr.;:... 95�H STRE�50UTH WEST APPRQAGH HA�LEY AVENUE IMPROVEMEPl�S - �:.•ec . Y I r�'er�F�iec ar�A�`ro3C�ritv+�^er S. �.�:i.:��.55��? - ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��Q � , PAVING PLAN NOTES: f'.1NeL Lr1YpF1T ANp Jp1NT5 lN 7F115 ptAN hIAY 8�C:tANGEO Oylt�lF AFPftOVE4 IN Wft1T1NG BY TnE fNGINEER. ]fl1rIT5 RVNNiNG fY..ROSSTFIE . E1C1TlNG!.RSYES,F_iSCEPT TYi�SE PERPKfVi7lCULAF2 TpiliE Pr77Yl DF pLfS71NG TRAFFiC W1LL NOT$E APPFOVEQ. � $EE 7YPIC.7L SE[TiOIVS 5�'IE75 19-24 Fr]R.V1 PAVEMENT�E5CIi1PT70N5. _ LOCA71aN5 OF PANELS r1RE APPR6x1Mq7"CpNTRACTflR SHALL OEfERMINE E]4iCT PANEL SPACING FOR SUPPLEhtENTqL�EINPORCEhIENT OVER ORAiNAGE SI'RVCTLI.�ES. - _= OQVJEL 8.712 rA`'`SEM6LlES SHFyJ.6E PEIi$7r'INPAIia n4ATE!103. p�7Li_5T� PLA�?8"LRNG IVO•4 REji4FOftCEM1IENT Bf7r.i 1IVCIIES FR�M.7N0 qLONG E+1CH EP E OF TF�E TAAEF 4YHE�'E PFilVEl.y ARE 6 FEET aR LESS 1fV W ItlTM. �, .7�1 C41R9if7G 3EiNT5 IC]P+lA7Cld P.�.Vt€hS€NT lO1HT51fJ.-THE.hL7iNL[CJE.F,7VFh1EflT_ � � CONSfRL�CT MEA�ER JU1NT — hINQ4T STRNPA.R4 PWTE 1150 �� �-� 85i8 CURB ANa GLIttER $'BIT�NINOUS TRAII —�.,\ Cp��STRUCTION LlMRS , �yn,,�, - --- � � '-- . CZH-O{TYP.} LStH{TYP.} �1., ,{ � __ :. • + a + . - - - — - �'- ---�—— ---------------�---- -----�v�.--- � '- ----------------------------��---------.. . . ---------------------------------------- ,�� - - ` ` - : �� � �, , � , , 3 esiacuRaarvacurr�u '`� ' HADLEY AVE � __--- {n�ovT� — ','� -- � - - - - - � , - - - - -- - - - (7 2 r vaa. � +°b5�5� Z +'+ `+ + + � rn '�* - .' ��. .' o .����' �.�' . Vios + W _ V � 14' A � �bbb�� . *,*. HADLEY AVENUE- NORTH LEG ++'+ B618 CURB AND GUTTER CONCRETE WALK SPECIAL- END CONCRETE - - - - BEGIN BITUMINOUS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MEDIAN(TYP.) STA.1029+17.17 - - - - - - - - - - - - - - - - - - - 8'BITUMINOUS TRAIL . . . - . - . - R/W . - . - . - . - . . UU . . . . . . . . . . . . . . . . . . . . . . . . . . CONSTRUCTION LIMITS� // BITUMINOUS PAVEMENT SUPPLEMENTAL REINFORCEMENT EASEMENT J � / �d +++++++ 6"CONCRETE WALK-SIDEWALK /� / CONCREfE WALK-SPECIAL Z i��J 4„CONCRETE WALK SPECIAL-MEDIAN I //// I CONCRETE WALK SPECIAL 1 _ � � _- C �0' 20' � 61T�l+�iikDVSTRrUI x'_ :�a:�- r•:f• . •-F CITY �F CaTTAGE GR�V�, MN - �'RELTMINARY 90°IQ �-t��E���� � Stantec i�7 - � ;��� �� � ["i['i1VE COilCREfE PA�IfJG PLAP�I '�`"r " A�J�'I� Z�� ZO1� ,�_. v«,3v�r�iv+���r :"s ��;'„,' ';••• HA�LEY AVENUE NORiH APPRQAGH HA�LEY AVEi+11JE lMPROVEMEPlTS - .""°•"" '�F���<.,•�e ;:„;,_������.5' ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-003 2�� w o PAVING PLAN NOTES: „�,,, PANEL LAYOUT AND JOINTS IN THIS PLAN MAY BE CHANGED ONLY IF APPROVED IN WRITING BY THE ENGINEER. JOINTS RUNNING ACROSS THE E,�1TifYG LANES,E1(C�EPi TitOS�PERPff¢ai[VU7ft TfS 7+1E P.'�T7i dF E1Ci5TfNG T�'AFF[C WlLL fYC7f BE.IPPRC3'JEO. SEE TYPfCJiL 5��7IOryS SfIEETS 14-x4 FUR�LL Pr�VEPIFN i pESCRIPTIC%+15. - LOCATSONS OF PANELS ARE APPROxIMA7`c,CONTRACTpR SHALL OEfE�MiW�E:�CT PANEL SrACiNG Fp�R SVPPLEh1EN�AL nEfHFpRCEh1ENT OVER - �HASNAGE STRWGTURES. QpWEL eAR ASSEMBLlES SNALL BE PER STr7Npr�Ftp pU7TE 1103. - PLACE�ft"L[7fYG IVd,i REIryFORCEhIEN7 BiR4 WLliES FR6hi r7fVd ALQY[:,F_ACH EOGE OF TFiE T�EF WHEA�PAP7q..5 ARE 6 FEET OR LESS W W19TY. - q1[�LI,�BiMG 701NT$�TF7 MATCH Pr7VEhfEfVT 7Q1N75 iN-THE.M�JPiL.{pIE.R..'1VEMENT �w � . -.._ , 3,�: � _ _ ___--_____ _____ ____— ____-�____.___—___ __w� e.: .. ; � ------ ----- - ------- ------- -- ---------- ----- ----- - --------- - ----- --- ------ - -1- ---�--- ------------- - ------__-- ----- ---- - ---- -�--� - ------ - ---- -- - - - -- � _ �,,� ��;>o —coNsrRucrioN ur•irs 8'BITUMINOUS TRAIL �o�o � CONSTRUCT HFADER JOINT 6618 CURB AND GUTTER MNDOT STANDARD PLATE 1150 C2H-D(TYP.) 95TH STREET-WEST LEG B618 CURB AND GUTTER(TIP OUT) 95TH ST m m � � + N ,--I .--I W Z J 2 U H a � B618 CURB AND GUTTER L1TH(TYP.) L2KTH TYP. - - - - - - - - - - - - - - - - - - - - - END BITUMINOUS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BEGIN CONCRETE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STA.109+89.40 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �., , ----- -- Y-------- -�--, .. �----------- - -� ... ------------ -'-�------�-----� - � �.� - -------- - ---- -- �� ` ���j �\ I/ / / I BRIJMSN6V5 PRVEh1EN7 Si1PPLEhlEN7AL REINFORCEMEMT � LCOPIS7RLICTIOcV Ll1•11T= I—!�J �� - - - - - -- - - - - - i -_ +�+��i♦ 6"LOfJCRETE WRLIC-SIOEWALH �� i CONCREf E WALIi-SPcCU7L � IY � ` CDVCREtE WALK 5PECIAL•hSEtliRN � CUNCREYE WALIi SPECJAL! � - - — - - - � -_ � 81T11h1lNOVS TRAII � L' :0� 20' �3.�'•. .::[.". "t.RrF' •. fl t;t,�E�,,� C1TY D� CaTTAGE GR�V�, MN -_ � . k` �'RELTMINARY 90 I� � �• � Stantec COP7CREfE PA�IfJG PL,�.hJ �O8 ' ;I'r A�]fii� �� 2�1� C�i�VE , ; ,,;,„,,.;:.., 95TN STREEf SOUTH E.457 APPRaACM HA�LEY AVENUE IMPROVEMEPl�S � r•.er :cr� -„ - •rrr::rec . � r'erep�iec ar�A�`ro3C�ritvry^e� S ..��:�.r�•.55��? ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � , PAVING PLAN NOTES: PANEL LAVOUT ANO 1C�WTS lM THLS PL.iN�L�Y gE CHAHGEQ t]NLY iF qpPRpVED Ifi WRIT1fVG EiY THE ENGINEcR. ]Cf1NT5 RLi17Nf1VG ACRCy55 TrtF E:SITING LANES,EXCERi 7HOSE P�RpE(VbiCL1LAR TU?Hr pA?H OF�X1571C(G 7RAFFIC VJIL l�t�T BE APPftC3VEQ. - 5EE TtPIG1L SECT10N5 SHEE75 19-24 f�R ALL PAVEMEN7 OESCRIP7JO�Y$ _ �OCATLONS OF PANEL5 ARE ApPROXIhWTE,C4NTR.iCTpR 5nALl DETERMIIJE EkAt�r�AWEL SP�,:ING F�R SUP�LEME+�tTAt RE[IVFpRCEP1EfV�C+vE� �RaUNAGE STRl1GTlIRES. -- - �DWEL 9Ai2 ASSEM6LIc5 SHALL BE PER S7ANDAR�ptATE 11(l3. Pu1Cc 18"LONG WfJ.�i REINFORCEh1EN7 6AR�i IfYCryES fRQ�'1 ANb ALONG:llCH EOGE OF THE 7APER WHERE PANcLS RRE 6 FEE7 OR LSS W WIOTH. aL Cuii84NG JDINrS�O�h7AYCH�RAU�MEN7 JOIN751N 7HE.MAINUNE f?A1/EMEuf[_ � � —8'61TLIhI1Ndl1S T;All ��>'o I 0 o B618 CURB AND GUTTER R� C2H-0(TYP) MATCH EXISTING � B618 CURB AND GUTTER(TIP OUT) --- ----- --- --------- ------- --------- 1--- -, �� '� 95TH STREET- EAST LEG CONSTRUCTION LSMITS �I 95TH ST � '" 'LA 3 � � C� = 1 ii iis r � Z � rn 4� L E MATCH EXISTING � � cn � N N V L1TH(TYP.) L2KTH(TYP.) ------ ----------------- END CONCREfE �' BEGIN BITUMINOUS . . . . . . . . . . . . . . . . . . . . . . . . . . STA.115+60.13 - - - - - - - - - - - - - - - - - - - - - - - - - CONSTRUCT HFADERJOINT i CONSTRUCTION LIMITS - - - - - - - - - - - - - - - - - - - - - - - - - MNDOT STANDARD PLATE 1150 I B618 CURB AND GUTTER MATCH EXISTING R/W �a _ � BITUh11N0U5 P.SVEMEN7 SUPPlEh1EN7AL REINFORCEDIEN; : ��. J -_ I N .�.4��♦ n•-rpNCRETE W'NJi-51DEWAWi ,f f� CONCRF7E WA�K-SPEClk1 � � �',J A"l'OnCRETE WALK 5PECIAL-P1E�lAlv � C4NCRETE WAfI:SPECIAL I � _ ❑ ;C' e0' � . BiTl1h111�OV5 TRrUL :�a:�- r•:f• . '-F Q t:t,�E�,,� CITY �F CaTTAGE GR�V�, MN _- . . k.: �RELTMINARY 90 IQ � �• � Stantec ��]iVCREfE PA�IfJG PL,�.tV �Og ' -I'tr A�]fii� Z� ZO1� C�i�VE , � ,,.;,Ms.;:.,� HAQLEY AVEIJUE SQLITH APPROAGF; HA�LEY AVENUE lMPROVEMEPlTS �•.� ��. „ - - •rrr.•;rec . I r'ere F�iec ar�A�`ro3C�ritv Na�� S ..�:i.r�•.55��? - ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-003 ��� �� 1 1 1 - I I � � g , _ �Ur�srtRu�jarv uMrrs - -_ -��w HADLEY AVE I..�... -- - A � �rn � � � 4 ---T_-_ - _-- __� u7 '.:: � � � N ��'`r'.`. — �Hh lkiP Or10 OrW Orra _—— _" — - — — — — OF� — „O�+P�DF1T — Q.f12----�-IUiJ — qMp -_— _i�1ia _ -" --.___ ' _ "' . � . . '�:ti� � Ork �r4* =0N7 � �rW' � r0� 4"BF�-0F4� �1rM.'+.-'�:. ... � ._ — ——.— — — _ - . _ — '�-,-.�: - —————_—_— —�—= — — --— — -- - --— - - - _ — - - -- � �— — - . 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STRUCTURE LOCATION DRAINAGE STRUC7URE PIPE APRON TRASH GUARD DESIGN/PAY HEIGHT °��° CONSTRUC7 CONSTRUC7 CONSTRUC7 CONSTRUC7 CONSTRUC7 RANDOM 4"PVC °��0 15"RC 18"RC 21"RC 24"RC IMPROVED RIPRAP PIPE DRAINAGE DRAINAGE DRAINAGE DRAINAGE DRAINAGE CASTING INVERT INVERT MANHOLE 21" �� " FLOWS FLOWS STEPS TOP SUMP DES 3006 DES 3006 DES 3006 DES 3006 PIPE 21" NOTE w �� ALIGN STATION OFFSET STRUCTURE STRUCTURE STRUCTURE STRUCTURE STRUCTURE OVERDEPTH RC CLIII DRAIN ASSEMBLY OUT IN 000� FROM TO TYPE DESIGN DESIGN DESIGN DESIGN DESIGN REQ'D TYPE CASTING ELEV ELEV E�� CLV CL N CL N CL N FOUNDATION �p> o��m SPECIAL SPECIAL 1 SPECIAL 2 SPECIAL 3 SPECIAL 4 _ p p EACH EACH EACH EACH EACH LIN Ff LIN Ff LIN Ff LIN Ff LIN Ff LIN Ff EACH EACH CU YD LIN Ff m�� - SAP 180-107-004 5001 5000 HADLEY AVE 1001+00 20.0'LT CB 1 YES R-3067-VB 815.60 811.40 81110 40 40 40 5000 EX SS-8 HADLEY AVE 1001+00 20.0'RT CBMH 1 YES R-3067-VB 815.63 81110 811.10 21 21 40 LL��o EX SS-8 HADLEY AVE 1001+05 40.1'RT EX 814.40 811.10 CONNEC7 TO FJCISTING STRUCTURE oQ�Q 5011 5010 HADLEY AVE 1005+51 20.0'LT CB 1 YES R-3067-V 815.42 809.77 809.64 40 40 ��>0 5010 EX SS-6 HADLEY AVE 1005+52 20.0'RT CBMH 1 YES R3067-V 815.42 809.64 809.60 15 15 EX SS-6 HADLEY AVE 1005+52 34.8'RT EX 814.65 809.60 CONNEC7 TO FJCISTING STRUCTURE 5021 5020 HADLEY AVE 1008+08 20.0'LT CB 1 YES R-3067-VB 81415 81030 810.15 40 40 40 5020 EX SS-27 HADLEY AVE 1008+08 20.0'RT CBMH 1 YES R-3067-VB 81414 810.15 810.11 13 13 40 EX SS-27 HADLEY AVE 1008+11 33.1'RT EX 81312 810.11 CONNEC7 TO FJCISTING STRUCTURE 5031 5030 HADLEY AVE 1009+66 20.0'LT CB 1 YES R-3067-V 814.79 808.57 808.54 6 6 5030 EX SS-21 HADLEY AVE 1009+72 20.0'LT CBMH 1 YES R-3067-V 814.82 808.54 808.47 15 15 EX SS-21 HADLEY AVE 1009+72 34.6'LT EX 814.83 808.47 CONNEC7 TO FJCISTING STRUCTURE 5033 5032 HADLEY AVE 1009+66 20.0'RT CB 1 YES R-3067-V 814.84 808.77 808.74 6 6 5032 5030 HADLEY AVE 1009+72 20.0'RT CBMH 1 YES R-3067-V 814.80 808.74 808.54 40 40 5030 HADLEY AVE 1009+72 20.0'LT CBMH YES R-3067-V 814.82 808.54 5042 5041 HADLEY AVE 1016+91 20.0'RT CB 1 YES R-3067-V 816.55 812.64 812.94 40 40 5041 5040 HADLEY AVE 1016+91 20.0'LT CBMH 1 YES R-3067-VB 816.55 812.94 811.51 187 187 5040 EX SS-24A HADLEY AVE 1015+04 20.0'LT CBMH 1 YES R-3067-V 815.93 811.51 811.16 69 69 40 EX SS-24A HADLEY AVE 1014+94 553'LT EX 817.19 811.16 CONNEC7 TO FJCISTING STRUCTURE 5043 5040 HADLEY AVE 1015+04 20.0'RT CB 1 YES R-3067-VB 815.93 811.71 811.51 40 40 40 5040 HADLEY AVE 1015+04 20.0'LT CBMH YES R-3067-VB 815.93 811.51 5054 5053 HADLEY AVE 1023+03 20.0'RT CB 1 YES R-3067-V 816.91 812.67 812.47 40 40 5053 5052 HADLEY AVE 1023+03 19.5'LT CBMH 1 YES R-3067-V 816.92 812.47 811.83 128 128 5052 5051 HADLEY AVE 1024+31 14.9'LT CBMH 1 YES R-3067-V 81616 811.83 81112 121 121 5051 5050 HADLEY AVE 1025+53 161'LT CBMH 1 YES R-3067-VB 815.64 81112 810.80 84 84 40 5050 EX SS-20 HADLEY AVE 1026+14 74.6'LT CBMH 1 YES R-3067-V 816.53 810.80 809.94 172 172 EX SS-20 95TH AVE 111+74 34.7'RT EX 814.65 809.94 CONNEC7 TO FJCISTING STRUCTURE 5055 5052 HADLEY AVE 1024+29 273'RT CB 1 YES R-3067-V 81618 812.04 811.83 42 42 5052 HADLEY AVE 1024+31 14.9'LT CBMH YES R-3067-V 81616 811.83 5056 5051 HADLEY AVE 1025+53 223'RT CB 1 YES R-3067-VB 815.63 811.42 81112 40 40 40 5051 HADLEY AVE 1025+62 161'LT CBMH YES R-3067-VB 815.64 81112 5075 5074 HADLEY AVE 1028+90 22.0'RT CB 1 YES R-3067-V 815.71 81217 812.09 94 94 5074 5073 HADLEY AVE 1028+90 22.0'LT CBMH 1 YES R-3067-V 815.70 812.09 811.59 125 125 5073 5072 HADLEY AVE 1027+66 28.1'LT CBMH 1 YES R-3067-VB 815.09 811.59 81131 71 71 40 5072 5071 HADLEY AVE 1026+99 521'LT CBMH 1 YES R-3067-VB 815.79 81131 810.80 128 128 40 5071 5070 HADLEY AVE 1026+76 73.1'RT CBMH 1 YES R-3067-VB 815.80 810.80 810.70 25 25 40 � 5070 EX SS 8 HADLEY AVE 1026+51 72.6'RT CBMH 1 YES R3067-V 81611 810J0 809J7 232 232 EX SS 8 HADLEY AVE 1026+45 304.6'RT EX 81534 809.77 CONNEC7 TO FJCISTING STRUCTURE 5076 5070 HADLEY AVE 1026+33 723'RT CB 1 YES R-3067-VB 815.78 810.79 810.70 18 18 40 5070 HADLEY AVE 1026+51 72.6'RT CBMH YES R3067-V 81611 810J0 u 5077 5073 HADLEY AVE 1027+66 21.0'RT CB 1 YES R3067-VB 815.11 811J9 811.59 49 49 40 5073 HADLEY AVE 1027+66 28.1'LT CBMH YES R-3067-VB 815.09 811.59 5�82 5081 HADLEY AVE 1030+28 2�.0'RT CB 1 YES R-3067-V 81fi.50 810.19 809.99 40 40 5031 5080 rI,A�LEY AVE t630+29 r 29.0'LT CBMH 1 � rES R-3467-V 815.51 804.49 � 809.28 142 � 13� - SQBfl i ExtemH 2q4 HAo�EY AVE : 1Q31+70 , 20.Q'L7 CBMH 1 ~- ~-1"FS � R-3067-V 8E7.12 8q9.Z$ � SQ$.89 , - -29 - -� �a - - - - - E'/�CS�Irs 2i19 nApiEr qVE ]631+70 73.5'LT EX g17,42 9flS,8g i CONNELT T�F%ISTING P1P�,SVh1MER5 LANDiNG CONS�Ftl1C716N 2d16 - 5AP ISfl-107-004 T47NL I4 i7 1 494 � 423 232 2Q47 52tl i:�'' _ ' .::[.". :!.f�rF' ��'•' HF..ili:..lp'�.•"�I-..H'.�����. Yf".��'..:':�.:'uhI�.'v. ":. -- I`r° ;;;���t��l�aF�£VA'��Y 9'0°I'd" � �-i��E���� � StanteC CITY DF CaTTAGE GR�V�, MN i 20 - ! J:�•�� r C['C1VE GRAI;VAGE T,3,BULATiOiJ �r•.�er .r.r� rei..i..�,e -;,- - , � �,�,A� ivry�c • , .�,.:,•.�,.,:... HA�LEY AVENUElMPROVEMEhlTS - :Nrc:_�ei. . :�...�:.-,.� s�e Frtec a.�e 5...;.�:i.r,•.55��, -- - _ n .� �,.,, � ,.- ,;.� ...„„_„�.....;.,,� 5AP i 80-1�7-004 8�5AP 18�-1 i i-003 ��� � �J DRAINAGE TABULATION V o°�o °��o STRUCTURE N0. STRUCTURELOCATION DRAINAGE STRUC7URE PIPE APRON TRASH GUARD °��h DESIGN PAY HEIGHT w�W- / �oo� CONSTRUC7 CONSTRUC7 CONSTRUC7 CONSTRUC7 CONSTRUC7 RANDOM 4"PVC �p r 15"RC 18"RC 21"RC 24"RC IMPROVED RIPRAP PIPE DRAINAGE DRAINAGE DRAINAGE DRAINAGE DRAINAGE CASTING INVERT INVERT MANHOLE 21" �p�B F L O W S F L O W S S T E P S T O P S U M P DES 3006 DES 3006 DES 3006 DES 3006 PIPE 21" NOTE p'� ALIGN STATION OFFSET STRUCTURE STRUCTURE STRUCTURE STRUCTURE STRUCTURE ASSEMBLY OUT IN O V E R D E P T H R C C L I I I D R A I N FROM TO TYPE REQ'D CASTING ELEV CLV CL N CL N CL N FOUNDATION �m�� DESIGN DESIGN DESIGN DESIGN DESIGN TYPE ELEV ELEV - SPECIAL SPECIAL 1 SPECIAL2 SPECIAL3 SPECIAL4 EACH EACH EACH EACH EACH LIN Ff LIN Ff LIN Ff LIN Ff LIN Ff LIN Ff EACH EACH CU YD LIN Ff - SAP 180-107-004 LLo�� 5083 5080 HADLEY AVE 1031+70 20.0'RT CB 1 YES R-3067-V 81711 809.48 80918 40 40 5080 HADLEY AVE 1031+70 20.0'RT CBMH YES R-3067-V 81712 80918 a�'`= ��a� 5091 5090 HADLEY AVE 1034+48 20.0'RT CB 1 YES R3067-V 818.60 810.19 809.99 0.41 40 40 5090 EX CBMH 213 HADLEY AVE 1034+48 20.0'LT CBMH 1 YES R-3067-V 818.61 809.99 809.80 0.62 27 27 � o EX CBMH 213 HADLEY AVE 1034+07 44.4'LT EX 818.02 809.80 012 z� CONNEC7 TO FJCISTING STRUCTURE,SUMMERS LANDING CONSTRUC7ION 2016 5101 5100 HADLEY AVE 1035+88 20.0'RT CB 1 YES R-3067-V 81930 810.84 810.64 0.46 40 40 5100 EX CBMH 216 HADLEY AVE 1035+88 20.0'LT CBMH 1 YES R-3067-V 81931 810.64 81032 0.67 24 24 EX CBMH 216 HADLEY AVE 1035+88 671'LT EX 818.47 81032 0.15 CONNEC7 TO FJCISTING PIPE,SUMMERS LANDING CONSTRUC7ION 2016 5115 5114 HADLEY AVE 1040+88 20.0'RT CB 1 YES R-3067-VB 81915 815.07 815.05 6 6 25 5114 5113 HADLEY AVE 1040+94 20.0'RT CBMH 1 YES R-3067-VB 819.19 815.05 814.01 289 289 25 5113 5112 HADLEY AVE 1043+83 20.0'RT CBMH 1 YES R-3067-V 82015 814.01 812.97 291 291 5112 5111 HADLEY AVE 1046+73 32.0'RT CBMH 1 YES R-3067-V 820.59 812.97 811.48 809.97 2.62 415 415 5111 5110 HADLEY AVE 1046+92 446.6'RT MH 1 1 YES R-1642-B 82019 811.48 811.00 0.81 140 140 5110 HADLEY AVE 1047+89 5473'RT APRON 81215 811.00 1 1 14 5117 5116 HADLEY AVE 1040+88 20.0'LT CB 1 YES R-3067-VB 81910 81511 815.19 6 6 25 5116 5114 HADLEY AVE 1040+94 20.0'LT CBMH 1 YES R-3067-VB 81910 815.19 815.05 40 40 25 5114 HADLEY AVE 1040+94 20.0'RT CBMH YES R-3067-VB 819.19 815.05 5118 5113 HADLEY AVE 1043+83 20.0'LT CB 1 YES R-3067-V 82016 81536 815.16 40 40 5113 HADLEY AVE 1043+83 20.0'RT CBMH YES R-3067-V 82015 815.16 5120 5120 HADLEY AVE 1047+62 20.0'LT CB 1 YES R-3067-VB 820.66 813.67 813.41 52 52 40 5119 5119 HADLEY AVE 1047+62 32.0'RT CBMH 1 YES R-3067-VB 820.42 813.41 812.97 89 89 40 5112 HADLEY AVE 1046+73 32.0'RT CBMH YES R-3067-V 820.59 812.97 809.97 2.62 5132 5131 HADLEY AVE 1053+83 19.0'RT CB 1 YES R-3067-V 819.07 815.14 815.00 35 35 5131 5130 HADLEY AVE 1053+81 16.0'LT CBMH 1 YES R-3067-V 819.06 815.00 814.80 50 50 5130 EX.H22 HADLEY AVE 1054+31 22.9'LT MH 1 YES R-1642-B 81919 814.80 814.64 39 39 EX.H22 HADLEY AVE 1054+71 19.0'LT EX 81839 814.64 40 CONNEC7 TO FJCISTING STRUCTURE 5133 5130 HADLEY AVE 1054+13 47.8'LT CB 1 YES R-3067-VB 818.88 814.92 818.80 31 31 40 5130 HADLEY AVE 1054+31 22.9'LT CBMH YES R-3067-V 81919 814.80 SAP 180-107-004 TOTAL 2 12 5 1 8.6 520 328 846 1694 1 1 14 280 NON-PARTICIPATING 5061 5060 95TH ST 111+66 27.0'RT CB 1 YES R-3067-VB 813.98 810.01 809.98 6 6 25 5060 EX SS-20 95TH ST 111+72 27.0'RT CBMH 1 YES R-3067-VB 813.97 809.98 809.94 8 8 25 EX SS-20 111+74 34.7'RT EX 814.65 809.94 CONNEC7 TO FJCISTING STRUCTURE � 5063 5062 95TH ST 111+78 27.0'LT CB 1 YES R3067-VB 813.99 81018 81015 6 6 25 5062 5060 95TH ST 111+72 27.0'LT CBMH 1 YES R-3067-VB 813.99 81015 81015 54 54 25 5060 95TH ST 111+72 27.0'RT CBMH YES R3067-VB 813.97 809.98 EX CBMH 402 5065 95TH ST 103+51 26.9'RT EX 816.00 810.07 809.81 40 CONNEC7 TO FJCISTING STRUCTURE,SUMMERS LANDING CONSTRUC7ION 2016 5065 EX PIPE 95TH ST 103+51 26.9'LT CBMH 1 YES 816.00 809.81 809.69 31 31 40 CONNEC7 TO FJCISTING STRUCTURE,SUMMERS LANDING u CONSTRUC7ION 2016 EX PIPE 95TH ST 103+51 EX 809.69 - NON-PARTICIPATING TOTAL 3 2 66 8 31 105 180 TflTALS 2 15 7 1 8.6 586 335 846 31 I794 f i f4 469 i:.;- _ •l'�.' ::'["- .�:ri• .• .iF.11:.._IR•..• il•�"n'.���.!. vf".��..::�. :xl�I�::[ ..:: -- ;;;����t���I���VA'��Y g0°I'd" � �-i��E���� � Stante� C1TY �� CaTTAGE GR�V�, MN i 2i .:i.��. r. 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SAP 180-11-003 IS LOCATED ON 95TH NOT LISTED ON THIS SHEET. o��� STREET SOUTH FROM HADLEY AVENUE TO 510 FEET EAST OF HAMLETAVENUE SOUTH. THE °p> PROJECTS ARE WITHIN THE CITY OF COTTAGE GROVE,WASHINGTON COUNTY,MiNNesoTa. LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLAN o��" - p p THE PLANNED SCOPE OF THE PROJECT INCLUDES: DESCRIPTION LOCATION m m`-'Q TEMPORARY EROSION CONTROL MEASURES SHEETS N0. 132-137 GRADING,AGGREGATE BASE,BITUMINOUS PAVEMENT,CONCRETE PAVEMENT,CONCRETE PERMANENT EROSION CONTROL MEASURES SHEETS N0. 164-169 _ CURB AND GUTTER,BITUMINOUS TRAIL,CONCRETE SIDEWALK,STORM SEWER,SANITARY DIRECTION OF FLOW SHEETS N0. 132-137 LL o�� SEWER,WATER MAIN,SIGNING,STRIPING,LIGHTING,AND IRRIGATION. FINAL STABILIZATION SHEETS N0. 164-169 SPECIAL AND IMPAIRED WATERS SOILS AND CONSTRUCTION NOTES SHEETS N0. 9 DRAINAGE STRUCTURES SHEETS N0. 110-115 o �' THESE SPECIAL AND IMPAIRED WATERS ARE LOCATED WITHIN ONE MILE(AERIAL RADIUS)OF THE PROJECT LIMITS AND RECEIVE RUNOFF FROM THE PROJECT SITE.DUE TO THE DRAINAGE TABULATION SHEETS N0. 119 a�a PROXIMITY OF THESE SPECIAL AND IMPAIRED WATERS.THE BMPS DESCRIBED IN APPENDIX A OF THE NPDES PERMIT WILL APPLY TO ALL AREAS OF THE SITE. "-'o° STORM SEWER PROFILE SHEETS SHEETS N0. 117-118 STORM SEWER TABULATION SHEETS N0. 119 � � WATERBODY IMPAIRMENT(S) EROSION AND SEDIMENT CONTROL DETAILS SHEETS N0. 132-137 EROSION CONTROL TABULATION SHEETS N0. 16 TURF ESTABLISHMENTTABULATION SHEETS N0. 16 SITE MAP STANTEC STORMWATER TREATMENT CONSTRUCTION STAGING STANTEC AREAS OF ENVIRONMENTAL SENSITIVITY(AES)AND INFESTED WATERS STORMWATER CALCULATIONSAND MAPS STANTEC WATER RESOURCES NOTES SHEET N0. 131 IN ADDITION TO THE LIST OF SPECIAL AND IMPAIRED WATERS THE CONTRACTOR SHALL BE AWARE THAT THERE ARE WETLANDS AND EXISTING STORMWATER FACILITIES WITHIN AND NEAR THE PROJECT BOUNDARY,INCLUDING GREY CLOUD CHANNEL AND MOORE LAKE,MNDNR WETLANDS 85W AND 475W. THE FOLLOWING WATER BODIES HAVE BEEN LISTED BY THE DNR AS BEING INFESTED BY INVASIVE SPECIES:LIST WATERBODIES HERE.N/A SITE INSPECTION AND MAINTENANCE SOIL TYPES INSPECT THE ENTIRE CONSTRUCTION SITE A MINIMUM OF ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFfERA RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS.INSPECT ALL TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT,EROSION PREVENTION SOIL TYPES TYPICALLY FOUND ON THIS PROJECT ARE URBAN LAND-SPARTA LOAMY SANDS AND SEDIMENT CONTROL BMPS UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND THE NOT HAS BEEN SUBMITTED.INSPECT SURFACE WATER INCLUDING DRAINAGE DITCHES FOR SIGNS OF EROSION AND SEDIMENT DEPOSITION.INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE OF TRACKING ONTO PAVED SURFACES.INSPECT SURROUNDING PROPERTIES FOR EVIDENCE OF OFF SITE SEDIMENTACCUMULATION.INSPECT INFILTRATION AREAS FOR SIGNS OF SEDIMENT DEPOSITION AND COMPACTION(TO ENSURE THAT EQUIPMENT IS NOT BEING DRIVEN ACROSS THE AREA). RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES IN WRITING WITHIN 24 HOURS.SUBMIT INSPECTION REPORTS IN A FORMATTHAT IS ACCEPTABLE PROJECT PERSONNEL AND TRAINING TO THE PROJECT ENGINEER. INCLUDE THE FOLLOWING IN THE RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY: THIS SWPPP WAS PREPARED BY PERSONNEL THAT ARE CERTIFIED IN THE DESIGN OF CONSTRUCTION SWPPPS.COPIES OF THE CERTIFICATIONS ARE ON FILE WITH CITY OF COTTAGE A.DATE AND TIME OF INSPECTIONS GROVE AND ARE AVAILABLE UPON REQUEST. B.NAME OF PERSONS CONDUCTING INSPECTIONS C.FINDINGS OF INSPECTIONS,INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR IN GOOD STANDING WHO IS KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT D.CORRECTIVE ACTIONS TAKEN,INCLUDING DATES,TIMES,AND PARTY COMPLETING MAINTENANCE ACTIVITIES CONTROL BEST MANAGEMENT PRACTICES.THE EROSION CONTROL SUPERVISOR WILL WORK WITH THE PROJECT ENGINEERTO OVERSEE THE IMPLEMENTATION OF THE SWPPP AND THE E.DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATERTHAN O.S INCH IN 24 HOURS INSTALLATION,INSPECTION,AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE,DURING AND AFfER CONSTRUCTION UNTIL THE NOTICE OF F.DOCUMENTS AND CHANGES MADE TO THE SWPPP TERMINATION(NOT)HAS BEEN FILED WITH THE MPCA.PROVIDE PROOF OF CERTIFICATION AT THE PRECONSTRUCTION MEETING.WORK WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER. REPLACE,REPAIR OR SUPPLEMENT ALL NONFUNCTIONAL 8MP5 8Y THE END OF THE NEXT BUSINE55 DAY FOLLOWING DISCOVERY UNLESS LISTED DIFFERENTLY BELOW: PROVIDE AT LEAST ONE CERTIFIED INSTALLER FOR EACH CONTRACTOR OR SUBCONTRACTORTHAT INSTALLS THE PRODUCTS LISTED IN A.REPAIR,REPLACE,OR SUPPLEMENT PERIMETER CONTROL DEVICES WHEN IT BECOMES NONFUNCTIONAL OR SEDIMENT SPECIFICATION SECTION 2573.3.A.2.PROVIDE PROOF OF CERTIFICATION ATTHE PRECONSTRUCTION MEETING.WORK WILL NOT 8E REACHES 1/2 THE HEIGHT OF THE DEVICE.COMPLETE REPAIRS 8Y THE END OF THE NEXT BUSINE55 DAY FOLLOWING ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER. DISCOVERY. 8.REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME NONFUNCTIONAL OR SEDIMENT REACHES 1/2 THE HEIGHT AND/OR DEPTH OF THE DEVICE. C.DRAIN AND REMOVE SEDIMENT FROM TEMPORARY AND PERMANENT SEDIMENT BASINS ONCE THE SEDIMENT HAS REACHED CHAIN OF RESPONSIBILITY 1/2 THE STORAGE VOLUME.COMPLETE WORK WITHIN 72 HOURS OF DISCOVERY. D.REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS INCLUDING DRAINAGE WAYS,CATCH BASINS,AND COTTAGE GROVE AND THE CONTRACTOR ARE COPERMITEES FOR THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)CONSTRUCTION PERMIT.THE CONTRACTOR IS OTHER DRAINAGE SYSTEMS.RESTABILIZE ANY AREAS THAT ARE DISTURBED 8Y SEDIMENT REMOVAL OPERATIONS. RESPONSIBLE TO COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION PERMIT AT ALL TIMES UNTIL THE NOTICE OF TERMINATION(N0�HAS BEEN FILED WITH THE MPCA.THE SEDIMENT REMOVAL AND STABILIZATION MUST 8E COMPLETED WITHIN 7 DAYS OF DISCOVERY.PREPARE AND SUBMITA CONTRACTOR WILL DEVELOP A CHAIN OF COMMAND WITH ALL OPERATORS ON THE SITE TO ENSURE THATTHE SWPPP WILL 8E IMPLEMENTED AND STAY IN EFFECT UNTIL THE SITE MANAGEMENT PLAN FOR WORKING IN SURFACE WATERS.CONTACTALL APPROPRIATE AUTHORITIES PRIORTO CONSTRUCTION PROJECT IS COMPLETE,THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION,AND A NOTICE OF TERMINATION(N0�HAS BEEN SUBMITTED TO THE MPCA. WORKING IN SURFACE WATERS. E.REMOVE TRACKED SEDIMENT FROM PAVED SURFACES BOTH ON AND OFF SITE WITHIN 24 HOURS OF DISCOVERY.STREET SWEEPING MAY HAVE TO OCCUR MORE OFTEN TO MINIMIZE OFF SITE IMPACTS.LIGHTLY WETTHE PAVEMENT PRIORTO PROJECT CONTACTS SWEEPING. THE PROJECT ENGINEER AND CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION,INSPECTION,AND MAINTENANCE OF THE EROSION PREVENTION F.MAINTAIN ALL BMPS UNTIL WORK HAS BEEN COMPLETED,SITE HAS GONE UNDER FINAL STABILIZATION,AND � AND SEDIMENT CONTROL BMPS BEFORE,DURING AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION HAS BEEN FILED. THE NOTICE OF TERMINATION(NOT)HAS BEEN SUBMITTED TO THE MPCA. ENVIRONMENTAL REVIEW ORGANIZATION CONTACT NAME PHONE THERE ARE NO STORMWATER MITIGATION MEASURES REQUIRED AS A RESULT OF AN ENVIRONMENTAL,ARCHEOLOGICAL ORAGENCY REVIEW.ALL MITIGATION - STANTEC CHAD JOHNSON 651-604-4939 MEASURES HAVE BEEN ADDRESSED IN THIS PLAN SET ORTHE SPECIAL PROVISIONS. CITY OF COTTAGE GROVE JENNIFER LEVITT 651-458-2890 THIS PROJECT IS NOT LOCATED IN A WELL HEAD PROTECTION AREA. � MINNESOTA POLLUTION CONTROLAGENCY(MPCA) BRANDON DAHL 651-757-2279 MINNESOTA DEPARTMENT OF NATURAL RESOURCES CENTRAL OFFICE 651-259-5800 THIS PROJECT IS NOT LOCATED IN A DRINKING WATER SUPPLY MANAGEMENTAREA(DWSMA). WATERSHED DISTRICT MATT MOORE 651-714-3729 LAND FEATL1f2E CHANGES TflTAL 0[STLIRBC�RkEA 2U.57 ACRES T�TAL E7SISTlfVG IMPERV[OLISSLIRFRCE AREA 6.25 ACRES T�TAL PRbP05�0 IPIPERV3�US5LiRFIiCE RREA 10.5a ACr.ES hlpC0.pUTY OFrFCER 24 HQUR EMERGENCY NOTiFiCA730W- TC]T0.L PRpPp5E0 PJEt CHAhlGE 1N ihSPERViWS SLVRFA�AREA 4.25 RCR�S - 65I-G49-545�OR 8C�0422-074F3 .r:, S:f� .�f• . = �� �.:F a • c;{,�t,,,� C C1TY a� CaTTAGE GR�V�, MN i 29 -_ _ . 4, �'RELTMINARY 90 I� ,� G��'VE� � J�ant�C SWPPP.AfJ7 WAT�F RESC�i1RCE NOTES _ �'t``r " A�J�'I� Z�� Z�1� ,�y Frp3v���iv+���r , ,, ���.^� �:•• HA�LEY AVENLIE IMPRDVEMEPlT$ - _ :Pro::yf�• C�e•F�i�C.3i�e ,?�•:����.�.5i.; 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 ��t� � �J STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE(CONTINUED) ��o °��o ��p� o�a� STABILIZATION TIME FRAMES ���} AREA TIME FRAME NOTES 13. PROTECT STORM SEWER INLETS AT ALL TIMES WITH THE APPROPRIATE INLET PROTECTION FOR EACH SPECIFIC PHASE OF CONSTRUCTION.PROVIDE - INLET PROTECTION DEVICES WITH EMERGENCY OVERFLOW CAPABILITIES.SILT FENCE PLACED IN THE INLET GRATE IS NOTAN ACCEPTABLE INLET �m�� WITHIN 24 HOURS OF CONNECTION TO SURFACE WATER OR PROTECTION BMP FOR GRADING OPERATIONS.SILT FENCE PLACED IN THE GRATE IS ONLY ALLOWED FOR SHORT INTERVALS DURING MILLING OR PAVING _ LAST 200 LINEAL FEET OF DRAINAGE DITCH OR SWALE 1,2,3 PROPERTY EDGE OPERATIONS.INLET PROTECTION DEVICES MAY NEED TO BE PLACED MULTIPLE TIMES IN THE SAME LOCATION OVERTHE LIFE OF THE CONTRACT.INLET REMAINING PORTIONS OF DRAINAGE DITCH OR SWALE 7 DAYS 1,3 PROTECTION DEVICES WILL BE PAID FOR ONCE PER INLET REGARDLESS OF THE NUMBER OF TIMES THE BMP IS PLACED.KEEP ALL STORM SEWER INLET - PIPE AND CULVERT OUTLETS 24 HOURS PROTECTION DEVICES IN GOOD FUNCTIONAL CONDITION AT ALL TIMES.REPLACE INLET PROTECTION DEVICE WITH A SUITABLE ALTERNATIVE IF THE PROJECT LL o�� ENGINEER DEEMS AN INLET PROTECTION DEVICE TO BE NONFUNCTIONAL,IN POOR CONDITION,INEFFECTIVE,OR NOTAPPROPRIATE FORTHE CURRENT EXPOSED SOILS AND STOCKPILES 14 DAYS 1 CONSTRUCTION ACTIVITIES.THERE WILL BE NO COST TO MINNEAPOLIS FOR REPLACEMENT OF INLET PROTECTION DEVICES. 1.INITIATE STABILIZATION IMMEDIATELY WHEN CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED ON ANY PORTION OF THE SITE.COMPLETE 14.PLACE CONSTRUCTION EXITS,AS NECESSARY,TO PREVENT TRACKING OF SEDIMENT ONTO PAVED SURFACES BOTH ON AND OFF THE PROJECT SITE. �_�` STABILIZATION WITHIN THE TIME FRAME LISTED.IN MANY INSTANCES THIS WILL REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE DURING THE COURSE PROVIDE CONSTRUCTION EXITS OF SUFFICIENT SIZE TO PREVENT TRACK OUT. MAINTAIN CONSTRUCTION EXITS WHEN EVIDENCE OF TRACKING IS ��o� OF THE PROJECT.TEMPORARY SOIL STOCKPILES WITHOUT SIGNIFICANT CLAY OR SILT AND STOCKPILED AND CONSTRUCTED ROAD BASE ARE EXEMPT FROM DISCOVERED.REGULAR STREET SWEEPING IS NOT AN ACCEPTABLE ALTERNATIVE TO PROPER CONSTRUCTION EXIT INSTALLATION AND MAINTENANCE. 0 o THE STABILIZATION REQUIREMENT. 15.DISCHARGE TURBID OR SEDIMENT LADEN WATER TO TEMPORARY SEDIMENT BASINS WHENEVER FEASIBLE.IN THE EVENTTHAT IT IS NOT FEASIBLE TO 2.STABILIZE WETTED PERIMETER OF DITCH(I.E.WHERE THE DITCH GETS WE�. DISCHARGE THE SEDIMENT LADEN WATER TO A TEMPORARY SEDIMENT BASIN,THE WATER MUST BE TREATED SO THAT IT DOES NOT CAUSE A NUISANCE CONDITION IN THE RECEIVING WATERS OR TO DOWNSTREAM LANDOWNERS. CLEAN OUT ALL PERMANENT STORMWATER BASINS REGARDLESS OF WHETHER 3.APPLICATION OF MULCH,HYDROMULCH,TACKIFIER AND POLYACRYLAMIDE ARE NOTACCEPTABLE STABILIZATION METHODS IN THESE AREAS. USED AS TEMPORARY SEDIMENT BASINS OR TEMPORARY SEDIMENT TRAPS TO THE DESIGN CAPACITY AFfERALL UPGRADIENT LAND DISTURBING ACTIVITY IS COMPLETED. 4.STABILIZE ALL AREAS OF THE SITE PRIOR TO THE ONSET OF WINTER.ANY WORK STILL BEING PERFORMED WILL BE SNOW MULCHED,SEEDED,AND BLANKETED WITHIN THE TIME FRAMES IN THE NPDES PERMIT. 16.PROVIDE SCOUR PROTECTION AT ANY OUTFALL OF DEWATERING ACTIVITIES. 5.TOPSOIL BERMS MUST BE STABILIZED IN ORDER TO BE CONSIDERED PERIMETER CONTROL BMPS.USE RAPID STABILIZATION METHOD 2,3,OR4 AS 17.PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DEWATERING OR SITE DRAINING PURPOSES. DIRECTED BY THE ENGINEER.THE SEED MIX USED IN THE RAPID STABILIZATION MAY BE SUBSTITUTED AS FOLLOWS: A.SINGLE YEAR CONSTRUCTION BETWEEN MAY 1-AUGUST 1,SEED WITH SEED MIXTURE 21-111 B.SINGLE YEAR CONSTRUCTION BETWEEN AUGUST 1 AND OCTOBER 31,SEED WITH SEED MIXTURE 21-112 C.MULTI YEAR CONSTRUCTION 22-111 6.KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN ORDERTO BE ABLE TO APPLY EROSION CONTROL MULCHES, HYDROMULCHES AND BLANKETS. GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY POLLUTION PREVENTION 1.AMEND THE SWPPP AND DOCUMENT ANY AND ALL CHANGES TO THE SWPPP AND ASSOCIATED PLAN SHEETS IN A TIMELY MANNER.STORE THE SWPPP AND 1.PROVIDE A SPILL KIT AT EACH WORK LOCATION ON THE SITE. ALL AM E N DM E NTS ON SITE AT ALL TIM ES. 2.STORE ALL BUILDING MATERIALS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS,PESTICIDES,HERBICIDES,INSECTICIDES,FERTILIZERS,TREATMENT 2.BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY. CHEMICALS,AND LANDSCAPE MATERIALS UNDER COVER AND WITH SECONDARY CONTAINMENT. 3.DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS.DELINEATE AREAS NOT TO BE DISTURBED PRIOR TO STARTING GROUND DISTURBING 3.PROVIDE A SECURE STORAGE AREA WITH RESTRICTED ACCESS FOR ALL HAZARDOUS MATERIALS AND TOXIC WASTE.RETURN ALL HAZARDOUS MATERIALS ACTIVITIES.IF IT BECOMES NECESSARY TO DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS OBTAIN WRITTEN PERMISSION FROM THE PROJECT AND TOXIC WASTE TO THE DESIGNATED STORAGE AREA AT THE END OF THE BUSINESS DAY UNLESS INFEASIBLE.STORE ALL HAZARDOUS MATERIALS AND ENGINEER PRIOR TO PROCEEDING.PRESERVE ALL NATURAL BUFFERS SHOWN ON THE PLANS. TOXIC WASTE(INCLUDING BUT NOT LIMITED TO OIL,DIESEL FUEL,GASOLINE,HYDRAULIC FLUIDS,PAINT,PETROLEUM BASED PRODUCTS,WOOD PRESERVATIVES,ADDITIVES,CURING COMPOUNDS,AND ACIDS)IN SEALED CONTAINERS WITH SECONDARY CONTAINMENT.CLEAN UP SPILLS IMMEDIATELY. 4.ROUTE STORMWATER AROUND UNSTABILIZED AREAS OF THE SITE WHENEVER FEASIBLE.PROVIDE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES AS NEEDED TO KEEP CHANNELS FROM ERODING AND TO PREVENT NUISANCE CONDITIONS ATTHE OUTLET. 4.STORE,COLLECT AND DISPOSE OF ALL SOLID WASTE. 5.DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS WHENEVER FEASIBLE.PROVIDE VELOCITY DISSIPATION DEVICES AS NEEDED TO PREVENT EROSION. 5.POSITION ALL PORTABLE TOILETS SO THAT THEY ARE SECURE AND CANNOT BE TIPPED OR KNOCKED OVER.PROPERLY DISPOSE OF ALL SANITARY WASTE. 6.THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED AS NECESSARY TO MINIMIZE EROSION FROM DISTURBED SURFACES AND TO 6.FUEL AND MAINTAIN VEHICLES IN A DESIGNATED CONTAINED AREA WHENEVER FEASIBLE.USE DRIP PANS ORABSORBENT MATERIALS TO PREVENT SPILLS CAPTURE SEDIMENT ON SITE.ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIORTO COMMENCEMENT OF ANY REMOVAL WORKAND/OR GROUND OR LEAKED CHEMICALS FROM DISCHARGING TO SURFACE WATER OR STORMWATER CONVEYANCES.PROVIDE A SPILL KITAT EACH LOCATION THAT VEHICLES DISTURBING ACTIVITIES COMMENCE. AND EQUIPMENT ARE FUELED OR MAINTAINED AT. 7.ESTABLISH SEDIMENT CONTROL DEVICES ON ALL DOWN GRADIENT PERIMETERS AND UPGRADIENT OF ANY BUFFER ZONES BEFORE ANY UP GRADIENT LAND 7.LIMIT VEHICLE AND EQUIPMENT WASHING TO A DEFINED AREA OF THE SITE.CONTAIN RUNOFF FROM THE WASHING AREATO ATEMPORARY SEDIMENT DISTURBING ACTIVITIES BEGIN.MAINTAIN SEDIMENT CONTROL DEVICES UNTIL CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. BASIN OR OTHER EFFECTIVE CONTROL.PROPERLY DISPOSE OF ALL WASTE GENERATED BY VEHICLE AND EQUIPMENT WASHING.ENGINE DEGREASING IS NOT ALLOWED ON THE SITE. 8.LOCATE PERIMETER CONTROL ON THE CONTOUR TO CAPTURE OVERLAND,LOW-VELOCITY SHEET FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO SURFACE WATERS.PLACE J-HOOKS ATA MAXIMUM OF 100 FOOT INTERVALS. 8.PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OF CONCRETE,STUCCO,PAINT,FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS.LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACTTHE GROUND.DESIGN THE 9.PROVIDE PERIMETER CONTROL AROUND ALL STOCKPILES.PLACE BMP A MINIMUM 5 FEET FROM THE TOE OF SLOPE WHERE FEASIBLE.DO NOT PLACE CONTAINMENT SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR CONTAINMENTAREA. STOCKPILES IN NATURAL BUFFER AREAS,SURFACE WATERS OR STORMWATER CONVEYANCES. 9.CREATE AND FOLLOW A WRITTEN DISPOSAL PLAN FOR ALL WASTE MATERIALS.INCLUDE IN THE PLAN HOW THE MATERIAL WILL BE DISPOSED OF AND THE 10.DITCH CHECKS WILL BE PLACED AS INDICATED ON THE PLANS DURING ALL PHASES OF CONSTRUCTION. LOCATION OF THE DISPOSAL SITE.SUBMIT PLAN TO THE ENGINEER. u 10.USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE OR PLACEMENT OF BITUMINOUS GRINDINGS,CUTTINGS,MILLINGS,AND OTHER BITUMINOUS WASTES FROM AREAS OF EXISTING OR FUTURE VEGETATED SOILS AND FROM ALL WATER CONVEYANCE SYSTEMS,INCLUDING INLETS, - DITCHES AND CURB FLOW LINES. - 11.USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT CONCRETE DUST,PARTICLES,CONCRETE WASH OUT,AND OTHER CONCRETE WASTES FROM LEAVING MNDOT RIGHT OF WAY,DEPOSITING IN EXISTING OR FUTURE VEGETATED AREAS,AND FROM ENTERING STORMWATER CONVEYANCE SYSTEMS, INCLUDING INLETS,DITCHES AND CURB FLOW LINES. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT SAW CUT SLURRY AND PLANING WASTE `% FROM LEAVING MNDOT RIGHT OF WAY AND FROM ENTERING STORMWATER CONVEYANCE SYSTEMS INCLUDING DITCHES AND CULVERTS. c :�.�� .,t. . __ �,-F a t:t,�E�,,� C1TY �� CaTTAGE GR�V�, MN i 3� -- . �'RELTMINARY 90 I� �i� � S�ant�C SW�PP AfJ7 WAT�F;RESOi1RCf fJOTES -- ��t"" " A fii� Z� Z�1� � C�[�VE ;,;� ����-^� ;:..• HA�LEY AVENUE IMPRDVEMEPl�S - =PNa::�•fl: � I r�'er�F�iec ar�A�`ro3C�ritv ry^er S. �.�:i.r�•.55��? - ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � "" STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE(CONTINUED) ���o LANDSCAPE NOTES °�p� 1.FILTER LOGS SHALL BE PLACED,AS NEEDED,TO TRAP SEDIMENT ON THE LOWER EDGE OF BEDS ORTREE HOLES. ��o� WATER RESOURCES NOTES FILTER LOGS WILL BE LEFf TO PHOTO DEGRADE. �� o��" - 2.TILLING FOR BEDS OR TREE HOLES MUST BE PLANTED AND MULCHED WITH WOOD CHIP �m�� THESE NOTES ALONG WITH THE STORMWATER POLLUTION PREVENTION PLAN(SWPPP)NARRATIVE ARE INTENDED TO GIVE INFORMATION ON CRITICAL WITHIN 7 DAYS OR STRAW MULCHED UNTIL PLANTING OPERATIONS CAN BE COMPLETED. - DRAINAGE FEATURES,NATURAL RESOURCES AND CONTRACTOR OPERATIONS THAT MAY IMPACT DRAINAGE AND NATURAL RESOURCES. 3.ANY POND CORNERS OPENED DUE TO TILLING FOR SHRUB BEDS OR TREE HOLES MUST BE PLANTED AND MULCHED WITH - 1.THE SIZE AND ELEVATION OF CULVERTS,STORM SEWER PIPES,CATCH BASINS,PONDS,INFILTRATION/FILTRATION BASINS,PERMEABLE DITCH BLOCKS AND WOOD CHIP WITHIN 24 HOURS OR STRAW MULCHED UNTIL PLANTING OPERATIONS CAN BE COMPLETED. LL o�� OVERFLOW DEVICES HAVE BEEN SPECIFICALLY DESIGNED TO CONFORM TO MNDOT DESIGN STANDARDS,MINNESOTA POLLUTION CONTROL AGENCY(MPCA) AND WATERSHED DISTRICT PERMIT REQUIREMENTS.THE DESIGN COMPUTATIONS ARE ON FILE WITH MINNEAPOLIS METRO WATER RESOURCES.CHANGING THESE ITEMS OR THE DIRECTION OF FLOW FROM WHAT IS SHOWN ON THE PLANS MAY CAUSE PROBLEMS OFF THE PROJECTAND COULD MEAN THE PROJECT IS OUT OF COMPLIANCE WITH APPROVED DRAINAGE PERMITS.ANY CHANGES TO THE SIZE,ELEVATION OR DIRECTION OF FLOW OF THE DRAINAGE SYSTEM MUST �"�� BE APPROVED BY THE METRO WATER RESOURCES DESIGNER. ��> �o�0 2.SUBSOIL ALL DISTURBED GREEN SPACES EXCEPTAS LISTED IN 25743A.2. 3.PERFORM POST INSTALLATION MANDREL TESTING OF ALL PLASTIC PIPE. 4.ANY SUBSURFACE DRAINAGE TILES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED,REPLACED OR REROUTED,AND CONNECTED TO THE EXISTING TILE OR DRAINAGE SYSTEM TO ENSURE THAT EXISTING UPLAND DRAINAGE IS PERPETUATED. THIS SHOULD BE DONE TO THE APPROVAL AND SATISFACTION OF THE ENGINEER. 5.THE FOLLOWING WATER RELATED PERMITSAPPLYTOTHIS PROJECT: AGENCY TYPE OF PERMIT MINNESOTA POLLUTION CONTROLAGENCY(MPCA) NPDES CONSTRUCTION PERMIT REVIEW ALL PERMITS FOR ANY SPECIAL CONDITIONS THAT WILL EFFECT CONSTRUCTION OF THE PROJECT. TEMPORARY DEWATERING ACTIVITIES MAY BE REQUIRED FOR ROADWAY CONSTRUCTION AND UTILITY WORK.THEREFORE IT IS POSSIBLE THATA PERMIT FOR THE TEMPORARY APPROPRIATION OF WATERS OF THE STATE,NON-IRRIGATION FROM MNDNR WILL BE REQUIRED FOR THIS PROJECT.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THIS PERMIT PRIOR TO COMMENCING DEWATERING ACTIVITIES.ALL TEMPORARY DEWATERING SHALL BE DISCHARGED TO AN APPROVED LOCATION FOR TREATMENT PRIOR TO DISCHARGE TO THE RECEIVING WATER.SUBMIT A SITE MANAGEMENT PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCING WORK. u u c :�.�� .,t. . __ �,-F a t:t,�E�,,� C1TY �� CaTTAGE GR�V�, MN i 3i -- . �'RELTMINARY 90 I� �i� � S�ant�C SW�PP AfJ7 WAT�F;RESOi1RCf fJOTES -- ��t"" " A fii� Z� Z�1� � C�[�VE ;,;� ����-^� ;:..• HA�LEY AVENUE IMPRDVEMEPl�S - - =PNa::�•fl: � I r�'er�F�iec ar�A�`ro3C�ritv ry^er S. �.�:i.r�•.55��? - ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� ����� NOTE: i i I � I I I - SSLT F�NCE Sn�1L��OLLOW,AS CLOSE AS PO5518LE,lY7 A SSNGIz`CQfVTIXiR. . - GSC 7EhIP6RARY SEEO�MLILCH 76 S7pg1LlZE PONbS LIMTIL PERt7ANENT SEE6&MLILCH ARE pLACE6. , - - I I - i, v � , _ � CONSTRWGTION LIMff5 _ -- _��w �HAdLEY AVE , I �� � - . __ __ _ �-�'srrur�frvous Twai� � - - - - - - - 1 � � � _ =I = .-._- - - � ------ - ----- - /�- - -_ . . - -- + --�s� N - .Hp �iN orw � �,w on� y-�eh�v����Kai��mis`-- �- - -n�'F+��"s��s�c�is�.*.�-�'-`��,-_..�.,.�ti �.`�S—�aA4�— y� - ��n°+��1 II� '�f � - ona _-- -pra r�i+a �orw � rwa aria - or.= — o;+� � _ - - - - - � _ _ _ _ -.-- _ -� ❑ -o o' =_'--- -- - - � �-� - --.-_---- - -- - -- - - '1 -- f- - � - -- �� � � -� -- - - - - - - -- - - - __ _ - � 14'LFUVE - l 1J..1 3 Z � � 9� y . 997- �--- � 998 _ ---- ----- 999 rI E��p� I_ 1 - � -.. --- ]CGi 1 12'LEFf TURN UW E — - - - -- � 61 .�7 . . __4_ ...I . �__ _ 7--t — � �- . —.. __ ____ � � �R G� — — _` — --�---1�-. -_'__^` — � � m HADLEYAVE ----�-__ -- _ o 0 0 - . . -_�. -- - - -. � - 2 ��'tANE � � � - � - - -� -� � - _ �- --- . � - - - --�' - =- _-----~� ��--�.� � i.l I I . � � ~ - - -----� - _4 � .T. .. C -� - .. . .. � -- �,.I Q - i77 . � -� --- � � " l 1 . " C _ '+i' . . ' � G - __ _ ' . ' _' - _ N15_ __�i5 T S1S _ i15 KS' ' �f5 A15 MS hlS �l5 +:•IS f�5 !��S �1•i5 7�IS � ... �� v � � _ - �N �^ ` +i ~� __ � -- -- - � -- - --- ---- - - - - ---- -- ------ - -- - ---- - - � _ _ � - _' --�- III � � _ � BEG[N SAP 18d-107-0P7 ��KNM � � � � � � ����� � I . �_ . - - - ST'i 94fi+30 - � a l . �o �';�,� �'� �,�:� .-�i�' � ------------ � � - . � CONSfRUC7lON Uh1lT5 � I�'� ' �li I_ :�' I� . ._T .- .. _. . . � I � �1 � I . - . - ~ � - � - - � _ _. . _. _ . � f I I _ '�8'6[Tlih11N01J5 TftA1L O. � � �� � � � . �n1's� 5ILT FEfYCE,TYPE h}S � =�t' 4 , ~�'� � ' � � SEO1MEPeT CONTFOL I.OG �I � �� I' � ���� � TYPE CflMpOS7 � ,� �� STORM ORA1N _ . i o o �, � �._ .lNL7 P�R67E��lON _ • � . {� CVLYERT ENp -- CQN'rROL ST.'��lLl2EQ , ' ' COP75TRl1LY16N E]CFf ' �� i , � �I � � I � . �� FLOW ARROW _J I � � '! I� I I I I I � 1 � I � I U �� ��' I I I ' I I I I I i I i � r��� I ' � � � � � I COrySTRl�L7iON LLMSTS �i I �� _t I I I I I I I .. . . - --__-.. . EASEh1INT i I I I .� - � IiY ' � ' _i j- /,,-8'BITl1h�ItVOUS TRAIL RN'� � - . � - - -- .�� 1.-_ . - � - - - - I- - - - -- - - - I _ __ - - -� - I, � _______ _.. -- �8'SFTllMifrOL15TRAiL .__. - -.� !, ^ .. ,j . _..____....... ....... ... ... ... _-�- _ ` - � - . . - -,-.- . _ : . " .__. -_ ._ __. .._____ " � / _._. �.- _. . n ---� rv '�V,,r- --- -- - -�--- - - - --_ � � NOTE: � I I I I I � I I I I I � I SILT FENCE SHALL FOL OW,AS CLOSE AS POSSIBLE,TO A SINGLE CONTOUR. � � � � I ��� USE 7EMPQR,7RY SEE��MULCH TO STp6iSZE POC1pS UN7IL PERMANENT SE�O&hA1LCH'1SEE PWCEO. I I I I I i I I � I r::`: i I I � I I I i I � � � _ _ I � - � Iti I �z I � � � � I � � I ' e '. 1�� � I � i � �y � � I � � 1 J fl II .� ``� � 1 I � 0 25' Sp' I il I i - � r f i� 1 f .. I � � I � - - wseMer+r i-�-�- __--. i S'B1TL1M[NOL15 TW7IL �'� � � CONST5IJCTION LIM3T5 I � i ,.. _ . : - :- n , �A❑���AVE � i � � r 8'BITlIMINDLIS 7RAIL - � � . :-=. _--- - - - - - - - ..._ � ---- � _ _ - - - --- �� - - _ ,` �=-- ----- � -- - - _ � W � � y, - - - -- _ - ___ - . n -- - - - - ---. . - - ,- ;�_ - - - -_ _ -- �- -__-_- - t - - - - - - - - - - n - _ -� - _ �_— _ ' _ �'' I � - - - -- - - - ,--� ___ � 11N2 . .. OHP_�--� C1NP iT:1P ONF" - - pP�p�_'. DF1P F.r1P :1.iP � CHP � Orw CNw � OrIP OrV —�-Oiw 'OMP ��C7rra � p:v � (hi? � OFw Orw'� [X,W Orw � OHP Ot�P O:ti+ -� prti' � 0'rW �GiP � pry � ._. __ __ — . � a7r - i�i I ____- " ' � �. � —— _ ' -- -_- ' __ y Y --___'_ _ _ _- ' � . ^� '-C__ _r.�_ _�a` _ _-�=�5'�_-_- '�`_._ =z.' _ �-- -�' Z � - - __v --------- - ---- --� � - � -----� - f lq•IqNE ~ .��� . _ . �� � - - �- ---- " ~ ■- J � _ _ ioii. .._____�-�__- iaiz �- iois - - x-- iai�=�- •• - --- _ xai� --- -iaie _ __---- HADLEY AVE iov = �� -_- __ � - - `� . _ __ _.__ . --__-_ -` 12'LEFf TilRN IANE � ��.. Y�_ ,� -- - r� ` --,-_ � . ,-__ " _ .--. . _'.. � 4 r_ _ . -�_._-.__._- __ . .. 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" .—. : 8'8iTl1MINOl15 TRA(L �.� I _ � 1 � -- � �v ' � _�___� � - - _--- --_ -- --�-�_�-___� - _� - -- - --- - - - - - - - - - - - - - � - �, _ = - CDrv57RLJCtIIXJ t1MifS 8'61TL1MIry0U5 TRqIL y -' I -- I � - h!5� S1LT FENCE,TYPE h1S � � I I � � �EFISEMENT � TYPE LY]hiPflSf YRGL LUG k � � ' � I � �. irv�Er-ustar�aa: I �-� cu�ve�r erap `� CONTR6L , I i 5T.781LIZE� � I COlJSTRLILTIQN E](IT . � � � �� FiOW ARROW � ;' f I I l I I I � �� 1 I I I I �� 1 i I I I I � 0 25' S4' . 1 ' � � '� r� I II II I I � ti �.` \l � r j I I I ' . �, - \ � ' 1' ,. I EASEMENT x 8'61Ti1MINOUSTRAIL � `�-^,_ HA�LEYAVE I � I I I i I p � � - - � -- .-- --. .-- - - .- - - -- , ' __ - - - J r _ _ __ � I corvsTRucnorv un�rs • n - --- - -- -_� --- -- ---- --- _ - - - - -- - - - - - - - - - - - - - - - - - - - ---- -- - � - .,_ __ _ . . _ � _ � - -- �. - --- - ------ -- -- _ -------------------------------- --- _ _. � � � + : � --- - _ _ - - - --_ - - -- - - - � - ----_��=-_ -=---- - - - __ ----=_- - - - - - - - - � -- - r�.i � _ - ----- --, - ---=--- -_-.-_ _�— _ , - - - ------- _- - - - -- ----_�-._ -_ - - - - -. - _ -_���`-- � _ fklP � CxiP -�-� C1�if' — Ch1V � GHP � GHP � QyP Orlr' T CW1P � LWP ONi� � L111P QNP �ipi{7 � P� �F1? -� Ui�M � OiiP OW' Or1✓ 0'rll?� Oi�P ONP �-- Orti+ � Ui�:' � OrW — � „ � . ' ' - . ' , : . " , . , . . _ ��_ .`I �� -_ __ - _ _ _ — _ '-- _' -_ • ' ___ _—_— .- ' _ '_ � .. — � — - - _ __ _ ' 4 � A � .. . -. . ". . _ _ _-" _- _._ _ __r_._- � . _ __ _ _ - � _ - _ �-.--.— _ - ' " - _ -.- _ -_—_ _ - � . �__-_ `r- "t.: _" •;' --- - . : -»—_ '- � _ � - _ - HA�LEY AVE _ __----- -- - -- _ t i���ar,� --- - ---- , _ ` �... -- ` ' -. - - - � `~_..- _ _ �t p _ iais __ __ _ioie - - ` iozo - � - iozi _-- iozz l = -- iczi - ---_ - _ .. iaza _ . - = i�zs t, � l� . ----------- __ ----- - - ..__ _ ---- ' -��_- __ -� --- -. ia•wrie w � - -- -_ _` _- -�T--- -__ � _ _ ��-_ ar � ` •�c- � � �� _ �� -� � � - �� _ . . �R� - � � r - �� ��+ �.. � ��i�y�y � G r;+ -�_��-�- �� � � �» -� - �- .. � .---_---_�----` . ��___ . . _.�- __ _ _ _ " � �V ~� _�- r" - -_ `—^� YY-_- � � - ^ -_`~ -� - - - � - J - - � _y� � _ _ . �- - - -�- » ---- ��� - � - —«��- � i� . - - - --- - � f�- • --_ ` ^ --��-��--� Y . . ____--_ '- y�� .. _--____- �- � . _ _ _.. _ . _. -_-�._ . '� _ _ _ _ 'W � - !_ .....r_�___.__ _�_ _ _�_Y__�_�_���_ _ __ ._ _ _'__`___________—_-__-__ __ " "_ �__ _" � __ _ _ __-__-________-_____________-___ _ _ _ .___. _______—.-.-_---.- - --------_-'�8'BITIJM[MOIJSTRAIL.I �...��_�-� � - -�- �--- I- — — — — — — — — — — — — -'� -- - - -- — — — — — -�I � -� - - �GONSTRLIC7IIXV LIMfTS ' EFISEMENT� _.�� :�C�- r•:[• . - '`` �'RELTMINARY 90°IQ f t-t��E���� � Stantec iEMPdP.ARY�RpSIQN COiViRpL P�A,� ���Y �� CaTTAGE GR�V�, MN i 33 ''t"" `" A�']fii� Z� ZO1� � C�[�VE ;,;� ,,.;,-^r ;:..• HAdLEY AVEN{Jr HA�LEY AVENUE IMPRDVEMEPl�S - .Nra:;.•ec Y I r�'er�F�iec ar�A�`ro3C�ritv+�^e� S. �.�:i.r�•.55��? - ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� : I � I N0T2: � . �. SILT FENCE SHALL FOLL9W,r1.5 C4ASE AS PD5518L�,Tp A SINGLE CONTOLIR. � „ ' ,�� �rti, �� USE TEhlPbft4FY SEED 9 MLILCH TO 57.a8WZE PON�S 11fJT1L PERhIANENT SEEO&Ml1LChl,]FiE PL7CE17. - • i� ._ . i i,:.i. �,.. i��_, � . g � _ ___- . .. - ..- ._. .' �,� .I �.,,. I �A f �1 i��i ��. 1 `i 1~ I .i� �I�� � � ' � Q 25' 50' ;: � � � / F�� � I �'�I I � e `- 95TH 5T� � � - �'� �, _ � _ . � s I � + \ '� , I �� ., +�i` ��e. \ _ ourior I - I '� ++y��- �< ' "�' ' - � I f ; � , � t �r ` + � \ - -- _ - -- � m _- - � - n :+d��' � �, t ! + ! - - - . ... . _ .-: _�_�_ - �_-_ . � - a� � y � i i ' + - .. � MJ, .I- - � I � �. �I � I4 � , - I �,� CONSTRUL710N LlP1(TS HADLEY AVE . . T 8'8ITl1MINOLISTW'UL _ - - ~ � � �i � � 1 �,a. - i - .'�.. � � -{i/by /�` � � �; �- � + �} � � -� , � i f� �K� �-�,� i N Z - . . � �� + ;:,r ����I'� � �.5N Sw -3w sw- sw- sw.�..v�r -yw s�- �s�v ssa. -�r:_ s��� sw s��� sv���s�s-- v�- -5u�v � � Y E+i �:. `. ...i�' �� �t; � . _ _ - . �• � � �, � i�I Y�p k �� _ *--1 Z � ,�} , �y�� ;.v --- r ' `�i �f# �:._ .: _ __ _ _ _ _� . _ _ -=s -- -- - - _ --= - ^ =--- - - - �7'� - . � -+n. �� .:! . . . �" . � � � 3� i_ �� � . � . � �� ..�.� ��� ��1 - � V�� .� `�, � - 14'UWE _�. � � -�--- ...�._�'�� � _- ��.2<�I W - � '.i� 1027 . . .�-���-_$28--a. - --- - ,_-- -. . - -- _ ,029 - --' -- - . t030 ---- _ _.1031---_---- - ---- .. �-T032 - ----- _ � - -- -- _= 1D2b _ _�_<�- — ;�- --V =--- - - --- -------'-` �--- " + ��,�-_-:-" __ - r. - - - - - - -- ---- _ .. . — -- U � _— - _ - _ J►__ _�=�"y _ HADLEY AVE ia �.ar,e ~ p - -��"-' _�. I y r�- �+ _ -- -~ -_--- �q -- - --- t --�- -- - � - - � -- �- � - ,� _`�� --- - - - _ f � -- -_ - _ '--- �1 - - --- _ _-----_ _�=. - �.J ' hJ� V _._ - _ _�___ - �.� ' ____ -- -_-- �i ��il';�-----'�' V; - - }��... - '� � " - - r _ _ _ _ _ _ �, � _ _ r_ _ __ __ , �. ��� . _ _ _ _ _ _ _ _ _ _: _ _ _ _ _ _ _ _ _ _- _ _ _ _ __ __ _ _ _ _ _ _ _ _ _ _ _ _ ___ -�� �� , � ,,_ _ _ _ ___ _ _ _ ;- _- __ �_ - ��- - -- --_ ����� , !.r � - - - .. �.,: __ . . . . . _ i . . � � _.---�-.- . -� ,-----���4—��. . , " -- -- . - . -- -- -- --.:.- - � ' --'--�--.-. ....-.-.-.-._.. � r ���� _- � - - - - - -� � rjj � , 3'BITUMINOUS TRAIL � � � � � ''_� � ' , CQNSTRl1CTlON LIMITS - � � � ` � rq5� SILT FENCE,TYpE MS �' I.'+� �,� � i � �EAS�fdEfJT ^ SEOIMENT CONTROL LOG ' . �r � TYPE COMP067 , I � �,��� I'.,I �' � I � II STORM�W41P1 i � � -INLET-�P�tC}rE�ION �`C; CULVERT END CON7ROL � Z STAQILIZE� ^' I COP7�RIJC710N F�(1� ' � I � , �� FLOW ARR6W - zs' �o' � �� i � , 1� I ' - . OUTLpT � � , .� _-. R .-� � � � . �� _ � .._ � � __ � � _ -I. _ . ' 8'81?l1MINOl1STRAIL ---��-���--v�_--- ���-��-�---_. � , -.y � � - � � _ - � ` - -- ------- HADLEY�,VE - � - - - l� � , \ _ - - - \ _.�� --- . 4 � . . � i o � __ 'S i � n s�4 s�� s«�. 7��, �. -: :-- — ,, - -- -------- ----- -- - I --- ,__ ---� �—. -�� � - '- i � .. 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(� CLIWERT ENb �--} CUN�TROL ]`TA6 W ZEL7 R]Ny`fRUr1UPJ EXfT � FLOW ARRQW �I um um �� :r� .,t. _ -- : '`` �'RELTMINARY 90°IQ t-t��E���� � Stantec iEMPdkARY�RDSIQN COtVTRpL P�A,� C1TY �� CaTTAGE GR�V�, MN i 37 ''t`"` " A fii� �� 2�1� � C�i�VE ;,;, ,,;,„,, ;:.., 95TH STREEf SQUTH HA�LEY AVENUE IMPRDVEMEPl�S - - =PNa::�•fl: � I r�'er�F�iec ar�A�`ro3C�ritv ry^er S. �.�:i.r�•.55��? - ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 2�� � 6 � '� I �� �' i � I I � i1 �° �' /� NOTE: �I I I ��' I,/I�/ ti i /J L I I\\ \\ / � SILT FENCE SHALL FOL40W,AS CLOSE AS POSSIBLE,TO A SINGLE CONTOUR. I _ , �* ,,��- + �, � � _- -� -t- �,.i-- --i--+--.� � USE 7EMPORARv SEED di MULCH 70 57ABILIZE POtJDS 11N7IL PERh1ANEN7 SEEO&MULGti A,fl E PLACED. i '� + - � i �I� � .:� .�; ' � -� ��� - '�`` ���-- ---- - - . . �� �� - --- - - - --_. �-x � ii oi� • .�'I � ��`J 5� �--_,�- ��, �� �` � � � , �.- - - �-_�-�---- ----_--_'�-__- - _ � �� _ � � . 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J ' - --- - �' r� • � � r' i' �� F �� 41 �� i11111�1��,`�j�l��i�����11�1�1 ��'. � t�.s .. — — � � .. '�ti �- � . � ,y � ., • t y 4 1 � f+L��;� •'� � ' f ' V` 1�`yV�`�lll�ll•s� ,1�11 1��'��111���. `M._ � � -- ---- � _ . � . �} � t � ,., Y _ • '� , h � �_ , f i I i � � i i �ii!,1 ���.� ,�� �Il��l,ltiti� ��,5 �' 0 25' S0' _ --�--,�J . �- _ ' ..t ;.[? �.kri• . _ �"-_ � �.�,i��,,� C1TY OF CaTTAGE �R�V�, MN i 38 _- _ PRELIMINARY 9Q 1� �' � Stantec iEMPORARY�RDSiQN CDiYTROL PLAi1 _ , , � Gcnve --- �'""' " A�J�'I� Z�� Z�1� H. p�asP�rityMeei 7a3:. .i:;�.„,.ssh HA�LEY AVENIJE EMPRDVENSENTS - - :PNR:;.��� hCre P�idC anC �.�x:��•..,5� » 5AP i 8�-1�7-004 8�5AP 180-1 1 i-0D3 2��j � �J PERMANENT PAVEMENT MARKING PLAN SYMBOLS & MATERIALS LEGEND °��° NOTES & GUIDELINES o�Q o � CROSSWALK BLOCK o�pn � o�o� PAVEMENT MESSAGE(LEFf ARROV� �� °��° STRIPING KEY �m�;� GENERALINFORMATION: EPDXY: THE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD CONSULTATION THE ROAD SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE ENGINEER JUST PRIOR TO APPLICATION. O CIRCLE-EPDXY � SQUARE-PREF TAPE - AND INSPECTION.THE CONTRACTOR WILL PLACE NECESSARY"SPOTTING"AT APPROPRIATE POINTS TO PROVIDE PAVEMENT CLEANING SHALL CONSIST OF AT LEAST BRUSHING WITH A ROTARY BROOM(NON-MEfALLIC)OR AS `°�o HORIZONTAL CONTROL FOR STRIPING AND TO DETERMINE NECESSARY STARTING AND CUTOFF POINTS. RECOMMENDED BY THE MATERIAL MANUFACTURER AND ACCEPTABLE TO THE ENGINEER. NEW PORTLAND CEMENT O OCTAGON-PREF THERMO LONGITUDINAL JOINTS,PAVEMENT EDGES AND EXISTING MARKINGS MAY SERVE AS HORIZONTAL CONTROL WHEN SO CONCRETE SURFACES SHALL BE SANDBLAST CLEANED TO REMOVE ANY SURFACE TREATMENTS AND/OR LAITANCE � TRIANGLE-PAINT DIRECTED. �_�` THE EPDXY MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENT CLEANING. GLASS.BEADS SHALL BE 1ST DIGIT 2ND DIGIT 3RD D1G1T �`''o� EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS AND AT PRIVATE APPLIED IMMEDIATELY AFfER APPLICATION OF THE EPDXY RESIN LINE. �o�o ENTRANCES IF THEY ARE CONTROLLED BY A AGENCY PLACED YIELD SIGN,STOP SIGN OR TRAFFIC SIGNAL.THE WIDTH PATTERN COLOR BREAK POINT IS TO BE AT THE START OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES OR APPLY EPDXY MARKINGS WITH A MINIMUM THICKNESS OF 20 MILS,GLASS BEADS SHALLBE APPLIED AT A RATE OF AT 4",8",EfC. S-SOLID W-WHITE CROSSWALKS. LEAST 25 LB/GAL.THE"NO-TRACKING"CONDITION SHALL BE DETERMINED ON AN APPLICATION OF SPECIFIED B-BROKEN Y-YELLOW T-DOTTED g-g�qCK THICKNESS TO THE PAVEMENT AND COVERED WITH GLASS BEADS AT THE RATE OF AT LEAST 25 LB/GAL. D-DOUBLE A TOLERANCE OF 1/4 INCH UNDER OR 1/4 INCH OVER THE SPECIFIED WIDTH WILL BE ALLOWED FOR STRIPING K-DOUBLE BROKEN PROVIDED THE VARIATION IS GRADUAL AND DOES NOT DEfRACT FROM THE GENERAL APPEARANCE. BROKEN LINE PAVEMENT MARKINGS SHALL ONLY BE APPLIED IN SEASONABLE WEATHER WHEN AIR AND PAVEMENT SURFACE H-DOUBLE DOTTED SEGMENTS MAY VARY UP TO 3 INCHES FROM THE SPECIFIED LENGTHS PROVIDED THE OVER AND UNDER VARIATIONS TEMPERATURES ARE 40°F OR HIGHER AND SHALL NOT BE APPLIED WHEN THE WIND OR OTHER CONDITIONS CAUSE A ARE REASONABLY COMPENSATORY. ALIGNMENT DEVIATIONS FROM THE CONTROL GUIDE SHALL NOT EXCEED 1 INCH. FILM OF DUST TO BE DEPOSITED ON THE PAVEMENT SURFACE AFTER CLEANING AND BEFORE THE MARKING MATERIAL SHALL NOT BE APPLIED OVER LONGITUDINAL JOINTS.ESTABLISHMENT OF APPLICATION TOLERANCES MATERIAL CAN BE APPLIED. SHALL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO COMPLY AS CLOSELY AS PRACTICABLE WITH THE PLANNED DIMENSIONS. PREFORMED MARKINGS: JUST PRIOR TO THE PLACEMENT OF PAVEMENT MARKINGS THE ROAD SURFACE SHALL BE CLEANED AND FREE OF M:,NUF:,CTURER CERTIFIC:,TICNS:,RE REQUIREC FCR INST:,LLERS. CONTAMINATION AS RECOMMENDED BY THE MATERIAL MANUFACTURER AND ACCEPTABLE TO THE ENGINEER. ___ PORTLAND CEMENT CONCRETE SURFACES SHALL BE SANDBLAST CLEANED TO REMOVE ANY SURFACE TREATMENTS DO NOT USE LINE MATERIAL TO PIECE TOGEfHER WIDER LINES,LETTERS,SYMBOLS,OR CROSSWALK BLOCKS OR � AND/OR LAITANCE. CROSSWALK BLOCKS. G=GROUND IN W=WET REFLECTIVE APPLY ALL PAVEMENT MARKINGS AS RECOMMENDED BY THE MATERIAL MANUFACTURER. PREFORMED MARKINGS GROUND IN APPLICATION: C=CONTRAST E=ENHANCED SKID RESISTANCE PERMANENT PAVEMENT MARKINGS SHALL NOT BE PLACED OVER TEMPORARY TAPE MARKINGS. CONCREfE PAVEMENT SURFACES AND BITUMINOUS PAVEMENT SURFACES WHERE PAVEMENT MARKINGS CANNOT BE 4SW _4"SOLID LINE WHITE PREF THERMO INLAID IN THE HOT MAT,SHALL HAVE A RECESS GROUND IN FOR THE PLACEMENT OF DURABLE REFLECTORIZED EXAMPLE: THE FILLING OF TANKS,POURING OF MATERIALS OR CLEANING OF EQUIPMENT SHALL NOT BE PERFORMED ON PAVEMENT MARKINGS. SEE CONSTRUCTION SPECIFICATIONS. �� GROUND IN,CONTRAST,WET REFLECTIVE UNPROTECTED PAVEMENT SURFACES UNLESS ADEQUATE PROVISIONS ARE MADE TO PREVENT SPILLAGE OF MATERIAL. CONTRAST MARKINGS: STANDARD LINEAR PAVEMENT MARKINGS,CROSSWALK MARKINGS AND PAVEMENT MESSAGES WITH 1.5 INCH NON REFLECTIVE BLACK BORDERS. PAINT: GLASS BEADS SHALL BE APPLIED AT A RATE OF AT LEAST 8 LBS/GAL.IMMEDIATELY AFfER APPLICATION OF THE PAINT LINE. PAVEMENT MARKINGS SHALL ONLY BE APPLIED IN SEASONABLE WEATHER WHEN AIR AND PAVEMENT SURFACE TEMPERATURES IS 50°F OR HIGHER AND SHALL NOT BE APPLIED WHEN THE WIND OR OTHER CONDITIONS CAUSE A FILM OF DUST TO BE DEPOSITED ON THE PAVEMENT SURFACE AFTER CLEANING AND BEFORE THE MARKING MATERIAL CAN BE APPLIED. � PAVEMENT MARKINGSAND MESSAGES U 8„ - 4" 8�� 4�� SOLID LINE 6" 24" DOTTED LINE pAVEMENT MESSAGE - SOLID LINE SOLID LINE DOUBLE SOLID LINE SOLID LINE SOLID LINE PREFORM TAPE PREFORM EXPDXY EXPDXY EPDXY EXPDXY EXPDXY EXPDXY GROUNDIN THERMOPLASTIC _ LOCATION GROUNDIN CONTRAST GROUND IN WHITE YELLOW WHITE YELLOW WHITE YELLOW WHITE YELLOW WHITE YELLOW WHITE YELLOW WHITE YELLOW u [LIN FT] [LIN FT] [LIN FT] [LIN FT] [LIN FT] [LIN FT] [LIN FT] [LIN FT] [LIN FT] [LIN FT] [LIN FT] [LIN FT] [LIN FT] [LIN FT] [SQ FT] HADLEY 7492 1161 7598 1165 829 1507 195 38 747 - 95TH ST 1725 50 1345 313 243 21 - N�N-PqRTICiPATlNG 1[}Fi? 7[}7 �635 811 7?3 33d 26 !? 3{1 SIJBT(]TFLL IQZ81 1918 IQ578 2289 +7H5 33�s1 2I1 78 777 TOTRL 1fl28I 1418 1U578 4Q74 Z841 221 � 78 777 •r�.� S n•. r.t. . - �� �� ��R: � •'�ii� �,�,�t,,,� � } C1TY �� CaTTAGE GR�V�, MN i 39 -- . 4, �'RELTMINARY 90 I� �i� 54ant�C SiGNIfJG AiVp Pr�VCMENi MARKlfJG PLASS - ,IIr A fiiI Z� ZO1� `x� G��}VE ,�>> ��.;�-�r.�:..� iITLE SFiE�ANi7 h1qTE5 HA�LEY AVENUE lMPRDVEMEPlTS ��4�.�FC .LF - _ � I �� Fride 3nA FrP'�P���t•I ry^e[ S. �.�:I.r�•.55"� _ =Prv::�f�• n •L ti'��' 1Y.�_ r..... .ri' SAP i80-1�7-004 8�5AP 18�-1 i i-0D3 ��r� � �J SALVAGE AND INSTALL SIGN TYPE C W REMOVE SIGN TYPE D X o°�o °�`_� POSTS PANEL PANEL �-�� QUANTITY MTG QUANTITY ���o SIGN HT. SIGN SIZE °�o� N0. 180-107-004 NON-PARTICIPATING 180-111-003 Ngi KNEE LENGTH ��� SIZE PANEL LEGEND NOTE N0. 180-107-004 NON-PARTICIPATING 180-111-003 (IN) PANEL LEGEND NOTE o��o HADLEY AVE 95TH ST TYPE g�CES (FT) �1� (IN) HADLEY AVE 95TH ST (1) m�� C-201 1 2-U 1 14 7 60 x 36 ADOPT A HIGHWAY D-101 2 42 x 30 95TH ST(DOUBLE ARROW C-202 1 2-U 1 14 7 60 x 36 ADOPT A HIGHWAY o�� TOTAL 2 TOTAL 1 1 SPECIFIC NOTES: °Q�Q SPECIFIC NOTES: (1)SIZES ARE APPROXIMATE ��a° (1) MOUNTING HEIGHT IS MINIMUM(WITH A+6 INCH TOLERANCE) SEE DETAIL SHEETS FOR TYPICAL MOUNTING. SALVAGE AND INSTALL SIGN TYPE D Y REMOVE SIGN TYPE SPECIAL Z QUANTITY POSTS MTG PANEL QUANTITY PANEL SIGN Np. KNEE HT. SIZE SIGN SIZE N0. BRACES SPACING LENGTH ��� PANELLEGEND NOTE N� PANELLEGEND NOTE 180-107-004 NON-PARTICIPATING 180-111-003 & (IN) 180-107-004 NON-PARTICIPATING 180-111-003 (IN) HADLEY AVE 95TH ST TYPE QTY INCH FEET �1� �z� HADLEY AVE 95TH ST �1� D-201 1 2U 1 14 7 42 x 42 BAILEY NURSURIES ENTANCE 18 x 6 HADLEY AVE S 5-101 1 18 x 6 95TH ST S TOTAL 1 TOTAL 1 SPECIFIC NOTES: (1) MOUNTING HEIGHT IS MINIMUM(WITH A+6 INCH TOLERANCE) SEE DETAIL SHEETS FOR TYPICAL MOUNTING. SPECIFIC NOTES: (2)SIZES ARE APPROXIMATE (1)SIZES ARE APPROXIMATE SALVAGE AND INSTALL SIGN TYPE SPECIAL AA OBJECT MARKER AB QUANTITY POSTS MTG PANEL QUANTITY SIGN N�' KNEE LENGTH HT� SIZE pANEL LEGEND NOTE CODE SIZE COLOR LOCATION N0. 180-107-004 NON-PARTICIPATING 180-111-003 & �FT� (IN) N0. (INCH) 180-107-004 NON-PARTICIPATING 180-111-003 TYPE BRACES (FT) � � �z� HADLEY AVE 95TH ST 1 HADLEY AVE 95TH ST X4-2 18 x 18 BLACK ON YELLOW 3 1 1 BELOW C-10 SIGNS 18 x 6 HADLEY AVE S X4-2 18 x 18 BLACK ON YELLOW 1 1 BELOW D-5 SIGNS 5-201 1 1-0 13 7 18 x 6 100TH ST.S X4-2 18 x 18 BLACK ON YELLOW 2 BELOW D-6 SIGNS 18 x 6 HADLEY AVE S 5-202 1 1-0 13 7 18 x 6 98TH ST.S TOTAL 5 2 2 18 x 18 NEIGHBORHOOD WATCH SIGN 18 x 6 HADLEY AVE S 5-203 1 1-0 13 7 18 x 6 97TH ST.S 6 x 12 DOG WASTE 18 x 6 HADLEY AVE S 5-204 1 1-0 13 7 18 x 6 94TH ST.S 18 x 6 HADLEY AVE S 5-205 1 1-0 13 7 u 18 x 6 92TH ST.S 18 x 6 HADLEY AVE S 5-206 1 1-0 13 7 18 x 6 90TH ST.S - 36 x 36 HAMLET PARK(RT ARROW) 18 x 6 MISSISSIPPI DUNES BLVD - 5-207 1 1-0 13 7 18 x 6 95TH ST S � TOTAL 6 1 - SPECIFIC NOTES: {1) MQLINTING MEiGHT IS htiNlhtUht(WSTH A+5 i[JCH TO�ERA9�tCE} SEE DETP3L SHEETS FOR TYPiC+7t MOtlNTIryG. t 2]SI2E5 ARE APPROXIMA i E .r:.� S.[±�. r.t. . - �� �� ��.� a • t:t,�E�,,� C1TY �� CaTTAGE GR�V�, MN i 4� -- . . �, �'RELTMINARY 90 I� �' � Stantec SiGNIfJG AfJd PAV[MEidi MARKlfJG PLA'3 _ '�,ti�.,� �, � C�[��E _ _ ra,a LAi! Ns HA�LEY AVEN E lMPR VEMEPlT _- Ap�'i� Z�, Z016 �, �«3o��,�v�+��� ;,,; .��.,�.�r.�..., u a U o 5 .""''"" s'�.F����.,•�e ;:„;,_������.5' ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-003 ��� � J SIGN PANELS TYPE C AC DYNAMIC SPEED DISPLAY SIGN AD o°�o ���o QUANTITY POSTS MTG PANEL QUANTITY ��°- DYNAMIC s �� SIGN Np HT. CODE °o�� N0. 180-107-004 NON-PARTICIPATING 180-111-003 & KNEE LENGTH ��� SIZE AR� 180-107-004 NON-PARTICIPATING 180-111-003 N0. PANEL LEGEND NOTE SPEED o��} TYPE g�CES (FT) �1� (IN) (SF) ALIGNMENT STATION OFFSET DISPLAY HADLEY AVE 95TH ST HADLEY AVE 95TH ST SIGN m�� 18 x 24 M1-9x MRT [FACH] C-1 1 2-U 1 15 7 7.0 7A (2) 24 x 24 R8-3 NO PARKING SAP 180-107-004 `�"p 36 x 36 W12-2 LOW CLEARANCE 10'4" HADLEYAVE 1094+75 30 RT 1 -°�o G2 1 2-U 1 16 7 14.0 14.0 30 x 24 W20-100P 1/2 MILE PLAQUE C-3 1 2-U 13 7 24 x 24 4.0 4.0 R8-3 NO PARKING SAP 180-107-004 TOTAL 1 �Q�Q 24 x 30 R2-1 SPEED LIMIT 40 TOTAL 1 ��r o C4 6 2-U 1 15 7 9.0 54.0 24 x 24 R8-3 NO PARKING 0 o GS 1 1 2-U 1 13 7 48 x 24 8.0 8.0 8.0 Wl-7 DOUBLEARROW C-6 11 2 2-U 13 7 30 x 30 63 693 12.6 Rl-1 STOP C-7 1 1-U 13 7 24 x 24 4.0 4.0 M 1-9x MRT 24 x 30 R2-1 SPEED LIMIT 40 C-8 1 2-U 1 17 7 24 x 24 12.0 12.0 R8-3 NO PARKING 18 x 24 M1-9x MRT C-9 10 2-U 13 7 36 x 30 7.5 75.0 R3-8AD L-TR C-10 3 1 1 2-U 13 7 24 x 30 5.0 15.0 5.0 5.0 R4-7 KEEP RIGHT (3)(4) 24 x 30 R2-1 SPEED LIMIT 35 C-11 4 1 2-U 1 15 7 9.0 36.0 9.0 24 x 24 R8-3 NO PARKING 24 x 30 R2-1 SPEED LIMIT 30 C-12 2 2-U 1 15 7 9.0 18.0 24 x 24 R8-3 NO PARKING 36 x 36 Sl-1 SCHOOLXING C-13 1 2-U 1 15 7 12.8 12.8 30 x 18 W16-9P AHFAD C-14 1 2-U 13 7 36 x 30 7.5 7.5 R3-CA T-R 24 x 8 S4-3P SCHOOLPLAQUE C-15 1 2-U 1 15 7 24 x 30 8.0 8.0 R2-1 SPEED LIMIT 20 24 x 10 S4-2P WHEN CHILDREN ARE PRESENT PLAQUE C-16 2 2-U 13 7 24 x 30 5.0 10.0 SS-2 END SCHOOL ZONE 30 x 30 R1-1 STOP C-17 1 2-U 14 7 7.0 7.0 18 x 6 Rl-3P ALL WAY PLAQUE 24 x 30 R2-1 SPEED LIMIT 30 24 x 8 S4-3P SCHOOLPLAQUE C-18 1 2-U 1 17 7 13.0 13.0 24 x 30 R2-1 SPEED LIMIT 20 24 x 10 S4-2P WHEN CHILDREN ARE PRESENT PLAQUE C-19 1 2-U 13 7 36 x 30 7.5 7.5 R3-8AA L-R C-20 1 2-U 13 7 30 x 30 63 63 R3-7 RIGHT LANE MUST TURN RIGHT 30 x 30 Wll-2 PEDESTRIAN CROSSING C-21 4 1 1 2-U 15 7 93 371 93 93 24 x 18 W16-7mP DOWN ARROW PLAQUE RIGHT C-22 2 1 1 2-U 14 7 36 x 36 9.0 18.0 9.0 9.0 Rl-2 YIELD C-23 2 1 1 2-U 13 7 30 x 24 5.0 10.0 5.0 5.0 R64 ROUNDABOUTDIRECTIONAL(2ARROWS) 30 x 30 Wll-2 PEDESTRIAN CROSSING C-24 2 2-U 15 7 10.0 20.0 30 x 18 W16-9P AHFAD 36 x 36 Sl-1 SCHOOLXING C-25 1 17 7 30 x 18 16.8 16.8 W16-9P AHFAD 24 x 24 R8-3 NO PARKING TOTAL 458.6 74.4 43.6 SPECIFIC NOTES: � (1) MOUNTING HEIGHT IS MINIMUM(WITH A+6 INCH TOLERANCE) SEE SHEET N0.ST24 FOR TYPICAL MOUNTING. (2)MOUNT BELOW D-201 - (3)MOUNT OBJECT MARKER X4-2 BELOW (4)MOUNT IN CONCRETE u �• :�a:�- r.�t• . 'k �` ��� Q t:t,�E�,,� C1TY �� CaTTAGE GR�V�, MN �41 -- 4, �'RELTMINARY 90 IQ �i� � Stantec SiGNIfJG Ahl�PAV[MEidi MARKlNG PLAti __ '',��,�_ �, � C�[��E _ _ ra,a LAi! Ns HA�LEY AVEN E IMPR VEMEPI� Ap�'i� Z�, Z016 ;,., �,o,����tY�+a�� ;,,; .��.,�Mr.;..., u a U o 5 - .`"°�'"" �'�F���<.,•�e ;:„;,_������.5' ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-0D3 ��� � o°�o SIGN PANELS TYPE SPECIAL AA ���o ���� QUANTITY POSTS MTG PANEL QUANTITY �o o} SIGN N� HT. CODE KNEE LENGTH SIZE ARFA PANELLEGEND NOTE o�W o N0. 180-107-004 NON-PARTICIPATING 180-111-003 & �FT� 180-107-004 NON-PARTICIPATING 180-111-003 N0. �p p� TYPE BRACES �FT) �1� (IN) (SF) 1GJ6 rLrL1 rL-�9 _ p HADLEY AVE 95TH ST HADLEY AVE 95TH ST � mmao 30 x 30 Rl-1 STOP (2)(3) J C T � � °� S-1 4 2-U 14 7 7.0 56.0 � „� 18 x 6 Rl-3P ALL WAY PLAQUE � °�o S-2 1 2-U 13 7 30 x 30 63 4.0 W3-1 STOPAHFAD (2) �j� 12? 18�`L3� �j3R �j9R � M a>�o TOTAL 60.0 9 5 t h � � � o�>a � SPECIFIC NOTES: � ���� (1) MOUNTING HEIGHT IS MINIMUM(WITH A+6 INCH TOLERANCE) SEE SHEET N0.ST24 FOR TYPICAL MOUNTING. (2)LED ENHANCED. SEE SPEC. 15.6 16.8 15.6 (3)MOUNT IN CONCRETE _�" ��" � � 5.5 21.9 6 9.1 5.5 48 D-3, 3.0" Radius, 1.0" Border, White on Green; SIGN PANELS TYPE D AF [JCT] E Mod; [95th St] E Mod; QUANTITY POSTS MTG PANEL TOTALARFA SIGN N p. HT. �SF� PAN EL N0. 180-107-004 NON-PARTICIPATING 180-111-003 & KNEE LENGTH SPACING(IN) (FT) SIZE AR� 180-107-004 NON-PARTICIPATING 180-111-003 LEGEND HADLEY AVE 95TH ST TYPE g�CES (Ff) �1� (IN) (SF) HADLEY AVE 95TH ST 2�6 311 369 � 1°°th St J C T � D-1 1 2-U 1 14 30 7 48 x 36 12.0 12.0 (Advanced Right) � iootr,st 5� ,�2'I ,��R ,1Q6,532'I R36 ��6 �63 � o `L� �D-2 1 2-U 1 14 30 7 48 x 36 12.0 12.0 (Advanced Left) H a d I e A v e � �� y � D-3 2 2-U 1 13 30 7 48 x 30 10.0 20.0 95th St JC7 � D4 1 1 2-U 2 13 42 7 66 x 30 13.8 13.8 13.8 HadleyAve 9stn st 24.6 � 16.8 � 24.6 D-5 1 1 1-U 12 7 60 x 12 5.0 5.0 5.0 HadleyAve 5.8��' 31.8���' 6��16.6��5.8 D-6 2 1-U 12 7 72 x 12 6.0 12.0 66 D-4, 3.0" Radius, 1.0" Border, White on Green; TOTAL se.o is.s is.s [JCT] E Mod; [Hadley Ave] E Mod; SPECIFIC NOTES: (1) MOUNTING HEIGHT IS MINIMUM(WITH A+6 INCH TOLERANCE) SEE DETAIL SHEETS FOR TYPICAL MOUNTING. 'I- �3' 2�' 2�' 3�' R�' M N 9 5t h St � � � � � N 36 �3 13a 20� 2�� 3�3 p1� � 36 �3 13a 20� 2�� 3�3 A1� � � 100th St � 100th St � M " � � 7��21.8��6�9.1�4�8.1�4 � � 60 06° 06° D-5, 3.0" Radius, 0.0" Border, White on Green; � � � � " " [95th St] E Mod; Arrow 3 - 10.0" 45°; - � � � � R_ 1�� 16� 23 6� 3�� R2 R9� 5Gl� c.� c� �, � � � � � �, � Hadle Ave � � � N 3.6� 257���' 6-��9.1-�3.6 3.6� 257���' 6 9.1 3.6 y � - 16 � 16 � 16 16 � 16 � 16 M N - as 4� �3� s� a�� s�l��s.��F��s�� O-�.3.LI"Ralius. 1.C�"Border,VVhiW.on Green; D-2. 3.0" Radiu�, 1.0"6order,Wnile on Green: �� - ��D�th St] E Mod� [1001h St�E Mod; �� - n0�eQ Advanced Fur�Ar�•��v �n'.0'.� 13.Q"� 90 Oea ACvanced Turn Arrow 18.D"x 13U"� d-�. 3.��� Radlus, O.fl�� 6order, Whiie an GI"EEfI; [HadEey Ave] E Mad: Arrow 3 - t0.0" 45°; ::�:.. �.�. = �� ��R: a • c,{,�<<,,� C1TY aF CaTTAGE GR�V�, MN i42 -- _ . 4, �'RELTMINARY 90 Io �i� � Stantec SiGNIfJG Air'd PAWEMEi+li MARKING F!AS�! _ ';ti�;� �` '� GC[1VE _ _ iYpE p 51 N PANEi G�AI!S HA�LEY AVEN E IMPR VEMEPlT - - Apri I Z�, Z016 ;,,; ����.�r ,... � u o s =Pro:_�f�• • ����e•F�i�C.3i�A FrP'+P��ii•I ry^e[ S..J�:I.�!•.5 i�'! - n ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� �J � � 1 1 ', _- _ ��} �"� - a ���� o �, �,, � ' -__= �W � �� `��� � ��' c} - - � � � � ,�� � � ` a � ' ` � ' �-��=_=__=-__--_----- ---------- � l , �_ + - N �.:..: �,,—HADLEYAVE -----------�--------------------- � �- • ; , � `�4° ---------------- ---- — ---------------- ------------------------------- ------------ °`°w ---------- w --------------------------------------�------- iaa2 ------- z � � 996 997 _ 998 999 1000 0 1001 � i--i HADLEY AVE � — J ------- ----- � ------- ---------------------------------------- -------- ----------- ------------------------ ---------------------------------- ---------------------------------- ------------------- -----------�� � ---- ------- BEGIN /� � �-- -------------------------- STA.995+58.59 \\ I / �� Q - - - - - \ �\ � R� O ��� � �;m � \ \ � \ � �� ��o � \ 1 �� � \\\� - R� � �'� 1 II i I I \���----------------------------------------- i'.i FURNVSn��irI5T��L �� 1 I -" I I I I`N��'��~ �, � �1 `� , - - - - - � 1NPLACE � �O .--. u� o F" I u 5Ci � I,_ (��o =� � (� SdLVAGE �.� '� �� �,n � EASEMENT {4� REM7YE �n - E}CISTING DEVICE5 [_� REMdJE 51Gr7 r1-��C ��,y lN��� pROPOSEO DEYICE5 {,�NERAL STRIPING NOTES: J LANE MARKINGS 5nAli B�MEASl1REQ BY ACTl1.AL P1ATc'R1AL+M1PPLIEO. �] f2�htCw'F_f ERhS.a.NENT 61Rft1C.4pf 8FC7KEN 11NES SHFILL 6F IQ'WITH 90'GAP,Sp'CYC1E, � 13' �C�TTE�L1NE5 5H0.1.L 8E 2'Y4'iTH 2'G.iP,a'CYGiE. � - 8�'OrJTTEO LiNES Sr+AL B�6'W ITr'3'GAP,9'CYCLE. a� 4"C+UTTE�LlNES�1+AL BE 5'W 1Tr1�'G.7P,5'CrClr. a I 0� r I o(-) I � ,�1� V!'C��a u�1 ��.��,� o ���� C � `` _ _ ry �_5 � �— � I ��o�%�� ���� t0 � T � il% /� � R'"` HADL�Y AVE �/ ��� � U� '' ,r r' l �i '' sv) ' � � � ', '' � + _ � N �� �SW � % O � - - - - rl /.--(40Y� 8SY -- !L Z ' - -.�_ . , __.:lri - — —� u- � � -nv �-:.o�h - -- - -- ---. _ � aor} HA�LEY AVE _ � �, ���-- — - Q � � ,. / � k, �oY� � � :� !f . . ._ - - '�� _ ,- � �R�w �1 w�� \ � ��` \ - - � � � \ .� �' n .\ N ; � I' Rw , � o ry I � f�o��� ' I �\� '\ o � u N m 7�' .- F � �L'. 'F � I � .. D � � — - _ �� � �3 = Q r G To � - �\ y �v ` �� � ��� � ❑ '_5' S0' ,Y 1 Q � s� F C-6 {� o- �i} L•'`' � � �r�sFMtrrr - �N ,� 4� ('Jj It �-� ���=� �/ -- :�.. ,._. II�: a • c,�,�E�,,� C1TY �� CaTTAGE GR�V�, MN i 43 - 4, �'RELTMINARY 90 /o �i� � ��ant�C SiGNIfJG Air'd PAVCMEiVi�J�ARKlNG P!AS�! _ , , �I Grc��e - •r � v � � _ °• " " l�1��'I� ��� 2�1� ;�y �,p30�r�iv+���� ;';, ��'-^� ':••• HAOLE ,a Er�u- HA�LE AVEN1.lE IMPRD EMEP! 5 - .""°�'"" s'�.F���<.,•�e ;:„;,_���..." ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-0D3 ��� �J 1 � 1 1 1 � �� � �i i i � i � � � _- `� _ - ', ��� ;� � � � � � � � _ __ -_ -- �I I ,, � ! I I I � � ° S ' �i � I I I i �Z ' � - �J �� ' I I I I �� - -- ��� ��� � Ol � �� � � � 0 25' S6� I I - _ �� ' � � rASEM�NT - - HA�LEY AVE ww � + " ��R� I I �; , l ': � ----- HADLEYAVE I - — -- -- p ��:�. _: :: y ----------__--------___----- ------ ------------- —_-_----------------�, �------------------------ ----------------------------------------- � ry J � - � ;::.:; � --------------------------------------- -------------------------- �J� �`,_1____-------------------------------------------------------------- p Jo�o � ------------------------------------- ------------------------------�/// I �------------------_----_____________-------___________________— O z — W rn ioo3 � � — — —� _ 1004 _o � 1005 1006 1007 1008 1009 1010 J � -- ------------------------------------ ----------------------- -------------------------------------------------------------- _ � -------------------------------------------------- --------------------- -------------------------------------------------------------- U N � � �� ac � �R� /////% I �rm G � �R�W O'^ ��� Oao -I -------------------------------------------- - ------�_'__�'O/// H II \�---�------------- - ------ - -- / \^I — -- ------ __________—_ � N � _ ____--_____—_____—_--_�r, I = N I —_______—_______—______________—__� Z�Z-S _____—__—__________ � � .�i5 H:]1�M � 1� I (_1 j �L1RN�SH u if45ir�LL �ih7NL�p9H`3i3N � � T^ E'15EMEP�7 � � I �O �E _� ' 515 H1Bfi 53�t'A3lp�H � � {� lNnt1CP - - i �?1 - - - {3� SALVqGE ' ; I � �, EXISTING DEVICES I�� {� REh1DL'a t5} kEM[]VrSFGN TtPE� PRQPU5�D DEVICES . � GENEFWL S7FIPIfVG NOTES: � � L.MJE h7ARKWGS SHqLL eE MEASl1REb SV AC7LIAL h1ATERLIL APPLJ�jT. ' � � 1NSTqL � � I, BROKEN LINES SrtALL BE 10'WIfH�'GAP,SQ'CYCLE. 4� 18"�QTTE�LlNE$SHqIL BE 2'W1TH 2'G.�P,4'CYC1E. � 7 REMDVE PERMANENT B.�RRiCA6E , S"bOTEO L1PJE5 SHALL BE n Wl'tn 3'GAP,9'LYCLE. � �_ � - , V1 I I I I I 4"DOTTED UNES ShALL 6E 6'W1Trt 2'GAP,8'CYCL'c �� I � � n� O �i� � II ��� � o �-� i � � � �l –� 4sw � � I I a 5n• I EAScMENT � u{`1 i i i I RI�V � � �,� "� HADLEY AVE ��� � �(Y� � �I� � �����v �� - — 4 � - - - - - -- - - � ' � _ � n � ,� i � � _ �% i ��w) �'r aor / ssr) � i �—e - — -- - Z LLI �'` _ _ ,"� _ . - �.,r o � _ �.- - _'x- - -�I _ �..�i* . . �!� —.�-_ .:y:� � �� � � � � — — _ - \� � _ Vl � - J SW} - - - Q - � 40Y .SY4} � � '�y �3 Y�} � � + - — --�. ` � �� � - � � � - �- �— - - - �— � � ` ,� ��� 5 , I �R/W � Y —R� ��;5 � ��' _ � T0 I . °�. ,e�, � �- - - - - - - - - - -- - - V= � � �n�� � ; 4SW I �� TIE ' I � � — — ���o � ��I O�� � � � I - EASEMENT ,�,a - � N � �.y .. ... ...._... ;'.[.", f��i• . k� - II� �'RELTMINARY 90°/Q t'Z��E`��i� � Stantec SiGNIfJG Ahl�PAVEMEidi�J�ARKlNG P��.ti C1TY D� CaTTAGE GR�V�, Mlv 3 A4 ".;i i�. •4� 's"f - Ap�'il Z� Z�16 Crc��e - �,t•.,� ��. ;,;; .,,;,•.„,,.;:.,. Ha,b�Er,a�Er�u- HA�LEY AVENUE IMPROVEMEPl�S - •rrr.;rec . � r'ere p��ec ar�A�`ro3C�ntv ry^er q. �.�:�.r�•.55...� ,..„„_��...; ,,� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � � I I I I I I I i I I � � � � i ��,,, � � � �� � � � � � � � � � � I I = I I I I I I I I � I I `� /� , _ _ I I I I I � ,-. I I I � � ` � I i � � ,� � �, ( 1 � �' I O '� I I I G 25' 5�' � � � � � ' � I I I . __ - F�SEM�NT Q�. , I I r , � ' T1E I ,, , I -- /' � '� d �r�! � � i _ � � R� � � / o � �R/w $�� 4 �._ . _._ � HAQLEY AVE _ - -� - - - - �oo� - - ,..-. � ---------- -- --------------- ------ ~_�----------------- --�7 -o0 5 -�---------------�----- �-----I ------------�------ � �:.... �n : _ -- -- -- --- ------------ -� -� _}-----------------------------------------�. -- � V' HADLEY AVE ��40 � � � ���� � �,'I �o�o=p=p Z � --------------- ------------------------------------------------ \ rn --------------- ------------------- ----------------------_�i---------------- z ----------------------------------------------------- ----------------------------- ------- � � ------ J � 1011 1012 1013 1014 I 1015 1016 1017 = o — U - ------------------------------------- + -------------------- ------- --------------- ------------------------ -------------------------------- ---------------------------------------------------------� ------------------------- ----------------------------------- o � �� f-� � � 1 � � ��� ��o ---------- � i i �------- -_ - - ---------------- -- _� I i �-------- __ ---------- --------- ---- ----------- � -____ ---- - - ------ � --- ----,--------------------------------------------------�---- R�w I � �..� .. ---- _--_---------- - - ----- R�� �My��y 97THST5 �/j rn I "�� . � � - _ � - - — - - — r — —�--------=-- �-cl HADLEY AVE 5 = `I� � (_1] =l1RNi5H&iroSiALt .. - . - - � � - � � -� i � � I �I K T0� � {� l�e+'i1CP �EASEMFJYT I I I DOG W.LSfE � � �; LrJ ��.� EAStt4�NT 5•293 {�] SALVqGE E]{�STING DEVICES �} i.�� REhIC]VE ;f kEM[]Vr SIGN TtPE� PR�PU5�D DEYICES I (6} lH5TALL GENERP�STRlPINt;N6TE5: �� , � . � LnfYE M1iRRIC1iVi�'S SHRLL BE hiE.'15L1nEO 81'V7LIqL�•1.7TERWL'3f•PL1E➢. 1� I II I I I � � ' � REtiii"1VE PERb1AN�NT BARRfCA�E t3ROKEW�lM�S SrsALL r3E 10'IM1'iTn au�li+1F,SO'C1'CLE. I I I I I I I I � 18"bOTTEO LINES SHRiL BE 2'W1TH 2'GAP,A'GYCLE � ' A"pOTTEp LSNES SHALL BE 6'W lTH 3'G.7P,9'LYCIE, i i � � ' 4"�OTTE�LSfJES 5r+ALL Bc 6'W RH 2'GAP,S'CYCIE. � , � � ,� . ' I I I d 25' �G' � � � � � asw �°G° EASehiENT O� -� � �I n°�> ., I I I I , � T�E � I I O �� q ^ . ' C-10 ' � �� ' ?� I � RI�"+ �'�� 11�1 �t,, \ � i � -�— . � � � y - — � i �:� � r � � r� u o n - -- T -� � - - 1 + = i F ��-�� _ n ; � '� HADLEY AVE f � � � l SSY � '� \,.. gyl`} �7bY � � � / , 5'H LJ,J � -- — -- — _ - -- -- � �-Z-, s--� sw r' �' � � � - - - -- �- '�'- — - - —2"- - - _.. , —._ — -•- U Q � � �, ¢ o g T asw� :.� aor �NA�LEY AVE � � 1�� � f,� �) - — � ar - - - — \`1 /'� - - - - - '� � fi �� R�W , —ww li �rn+sr s - � - - - -- - - � �HA�LEY AVE S � , i ';• � - - - - - - - - - - � �"n �W7 � TD � 2 �- � 7 � I IDOG WASTE � �{� �r � � -- � �� � 5-203 6+ !,1 EHSEMENT �-}k f�� �€m - —EASEhtEr�T � L/�, laf i:�� - S�[�•. r.[. . ___ �� �'RELTMINARY 90°I� � ��t��E���� � Stantec SiGNIfJG Ai<d PAVCMEiVi�J�ARKlNG P!Ati ���Y �� CaTTAGE GR�V�, MN �4� �� - 4� Ap�'il Z� Z�16 crc��e ,t•�,� �� ;,;; .,,;,•.„,,.;:.,, HAOLE'f AVE1JUt HA�LEY AVENUE lMPROVEMEPlTS I �� P�idc an��`r03C�ritV ry^e[ S. �.�:I.r�•.55...� .""°�"" �'�• ,..„„_��...; ,,� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 ��� �J � \`, . \ '�/ ' � � ! � ! ' ' ' . , � � --_- ,�� � f; � i � i ' �z - �, �. � �, i i i � i � � :[�f � ` � `� ' � V � I I ❑ 25' 54' - - •�'' � I I I I �, � r -- - � \ � �' � I I I I I � � . . ,. - � . , � + Er�SEMENT i - � — — _ _ ± II I � �� I I I � ;.. ... � ..,,- y ----- HAQtEY-AVE - [�-} ------------------------------------------------------------- — ------------------------------------�-- —---------------------------------------- � ��'° = HADLEY AVE o �o�o z ----------------------____________________-----------------___ -------------------------------------------------- ------------------ z rn ---------------------------------------------------------------------------------------- � �. J � _ 1018 1019 1020 1021 1022 1023 1024 1025 = V ------------ ----------------------------------- ------------------------------------ � U + ---------------------- --------------------------------------------------- -------------------- ---- ----------- � ---------------------------------------- Q o � �R/W --------------------------- - - —---------—---------—---------- --------— —�-------------- r� . . - --------------�--------------------------�---------- -'--------- --�-- -/---- ----------------- (_1 j �L1RNi5H u 1irS�A� I I r �� ^. ,0 � � Rl �EASEhtEN� GENEftAL 57RIPlING NOTE5: (�,) .�� ', _ {� l�+P+.,1� LANE hWRr:iNGS SMqLL 8E MEASURED BY qC;UAL h1ATERLILAPPl1ED. `` � ' � � Uc �� � �D �� BROICEry I.INE$SHAIL 8E 14�WITH 4O'G.3P,SO'CY[lE. � 0 {31] SALVqGE 18"O�TT£�lINES Sr+ALL SE 2'W[TN 2'GAP,q'CYCLc'. � Ex�.���G ��yI�Es 8"�OTTEO lJr+ES SHALL 8E fi'WCfH 3'Gr1P,9'LYCLE. �}"G7TTEQ iJNES SHAIL 8E 6'W�H Z'GfW,S'CYCLE. (�� REhIC]Vr � REMUVESIGN TtPE C �R�PQS�V DE 710ES � .� � ' I � �� lN5TAL� � .� . ' r � � I I � � � REFIOVE PERFIANENT 6ARRiCAGE + � � � � I I I I I I � / / I I I I I I 0 25' S0' � � � / I � � I I � � / � � � � � i \ � \ � / EASER�T I I ��� � � .� � `� � � / HADLEY AVE �- �� � i �� 3 � - -� � \ � - - - - J L - - - � r L - D � � - � o � - - - - - - - - - - - - - + - - - - - - - - - - - - - � - - - - - - - - N r 4DY $SY 4SY � ~ � G Z G W rn z � � J Q 10 8 10 10 0 1 10 2 3 1j1j5 = � V - --- U �� � HADLEYAVE '__________________ Q - o g _ 4DY �R� um ;o I — — — � — — — I — �p 4SY SW - J I ` FASEMEM ` I �q � � 11 n oo� � G I I I `J 1 q M 1:=, - v.�' :'[.'- fvi• . _ __ II"� �'RELTMINARY 90°I� � t�i��E���� � Stantec SiGNIfJG AHd PAVE�EIdi��VAR�lNG P!AS�! ���Y D� CaTTAGE GR�V�, MN �46 �� - 4� A p�'i l Z� 2�1 6 crc��e ,t•�,� �� ;,;, .,,;,•.„,,.;:.,, H A O L E Y A V E 1 J U t H A�L E Y A V E N U E I M P R O V E M E P l�S I �� P�idc an��`r03C�ritV ry^e[ S. �.�:I.r�•.55...� .""°•"" �'�• ,..„„_��...; ,,� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 ��� s � � � � j � � ��,,, . � � I� � � � � i i � i i __ 95iH 57^ � i � i � _ - 5 � � I � . �� ,- �} �� � . � � - I � � � � �.� p �n - �1 � �� � � ' ,E,�', W�, � � o�j r� �5� 5�,� ���{�j C� �i � N � _ � I � � C� _ � � i � Q _ , I t � - - - � i i i � � L�1� , � I I � 4�rLOr — - � - � ,� I � �' {� � �� f.�f] � - --v�� __,, �� i HADLEY AVE 1 + _ � � . ------------��\----1 � , � � r�-� ��r � � �\ e � o WpWp 0 �o�o � � � rn =__________------ �__�_____—_____------------------ - -- - -- --- � ---------------------- - — ------------------ ---------------------------------------------------- z � 1Q28 1029 1030 1031 1032 ----- ------------- ----------- 1027 ---------------------- Q 1026 — — ---------- J N e- — 2 � ___ HADLEY AVE U --- ----- ---- - + ------ --------- ----------------------- ------- --------------- ----------- \ - -------------------------------------------R�-------------------------------------- Q o ��-----------�----------- o �j- � �� � - -------------------- -- �---------- --- ------ ---------- t � � i ----------- ----- -------- ' ' �-, C�- -------- ------------------- — __ --- ---� -------- _ - � ~------�--------- -------------- I �I � N , - - - - � --- ------- � , Q I � �yfl ` TO (y� � �i GENERAL STnIPiNG N�T�]: 1\ �1} Fl1RNl5H�InSzal� � IUI-5 ! � � � I I � �� � LAfJE MARKINGS SHALL BE h1E'UURE�BY AGTUAL MATE'RL9L APPLIEd. ` � S 1S HJSfi � . I � � I �= (� BRCKEN LINE5 5H�lLL BE lU'W ttH 3L"GAp,50'CYCL.E. I "`FASEM�7VT � 1NPLAC`c � '�'� 5 3/L+1 h3 iQVH �� I I I ! II i!7 '.� � t:l"ODTT�O L1N�5 SnALL 6E 2'WITr+Z"GAP,4"CYCIF. I ' � f I � • �Y � � I I -I 8"Cal'TE��1NE5 SH�1LL BE fi'WI7H 3'GAP,��c,-c�. EXISTING DEVICES (� 5,7LV,qt.,� T'QOTTE�1WES SHALL 0E 6'1VCTH 2'GAP,8'CYaE. � REhIOVE I}' 1's I PROPOSED DEVICES ..yh��, � �. {5} REMOVE SIGN TrpEC •-4i i I �'�i '�j I ��, � 1NSTAli ` � L I� �` . � ��� `7] REh10VE PtR1�7ANEfJi OARRICe]DE I gS�H 5T� i � I I f� 1 q 'S� 5L' t� f-- auria-r I � —� N � � ��� l ; � ��:� _ � _ I -- __ _ � H DLEY AVE °' I , � i�-=---`- . � - . _ o0 n ' - -- � � ��J i.. i _ -_ �,�.� �?w� asr} � °�o` �[� HADLEY AVE 4av ssr) i��,w aor� l.�fl � I - - f� N i - � l `, � �� - � c I, j � + � 'r j ' • 1 � Ir 2 4I �! �- � � � � tii � i � ` ` _ -- - - - - - - - - - - - '-i + ,� � . Z - � �� �. r < <+ /� LLI iFi _- y i. �. i �� � � _ _ �, � �� i ` � --__ r-i � r� ' '` _ --r' � - - - - - --- � � _-- - . --- �`_ ___ p L�- _ __ __ = -- - � - -- -- '�' -- -- - — �r- ` � - - _ . _ — �:� :'� - -- - ----------- � _ + _° _ - ____ - --_ � - ��� - -- � � � / ! ��AV A � ��,,, i � � ��i \�� � � i i i _- � �� 4�'� y 1 � � �Z ' �'� 1 1 �r y',y i '� i - � �I V'�I y y � _ - � ��i I�� � 1 � G 25' 5d' - I I �+ i�l y f - li - - I I �� � � i I I ' Ol1TLOT � _ - I I � � I � I � \ i _ ' I I �� � .n i � � � _ --• - _ - � � � I I � i � I i I I � I � I I � I � - � , I I ,� �,i I � R�W � _ � ' � i � , � � �HADLEY AVE �� � ��;ro = � �o�o � i� � rn -------------------- -- �---------------- ---------------------- -------------------------- ------------------- ------------�----- � ------- ----- --------- --------------------------------------- --------------------- ------------------------------- -- J F'` 1033 1034 1035 1036 1037 1038 1039 1040 O — — 2 + -- ------ I HADLEY AVE ---------------------------------- ~ ---- _-----------------------------------------_____-----_-------------_---------------__________________________________= Q ---------------- o � � � � ,�----------- -------------------- -------------------------------- 1 -� --- , , ______________________________ ,, �______ _______________________________ � �-- �--� - _________, �,_� ____ _______ -- _ , __- _------- -T --; � ���------_ - - - _ 1. _ _ �. ^ . � � �_ TQ �f IU� � GEtPER,�L STFIPING W6TE5: �� 1 FL:RPIISr�'.[NSTqLL HAC�LEY AVE 5� � EASc`McNT tr) ��a�.�H��. d+ I LAfVE MAR.tiINGS SH;1LL BE ME0.SURED BY AC7V�L MATERIAL APPLIE�� , I `� I i �-4Oh[N UNES SH�L gE SD'WRH 4D'C;M,50'CYLLE �- S-2Ua i , � ]S"OOTTEQ LINES SnALL 6�2'W1Tn 2�C�P,4'CYCLE. I��) INP WCE �> � 4'�oorrea unes sHaw aE 6'wrr+��U.ar,q'cruF. EXISTING DEVICE$ J J"pl��Eb LINti SHAIL 5E 6'WfTH 2'C.\P,S'LYQ.E � {3 SALVqt�E PROPDSED DEVICES �� REMrn-e {5� REM6VE 51GN Trac'C � � 1N$7ALL t�� � I�I 1 � , 9, , . � �� , ' �j R£MOVE PERh1AfYENT&-1RRiCAC7E 0 "L5' 5�]' _ i,} i Q� i ' � � . i � � i i �nut�o'r i , i ii � � � 45W � I I I I_ . � I i I I i 117 �•, ���, ,.� ��) � i i i � , � I � � � � I � :t sw}',, � i ��°;i�� ���w � �"` °��' ' � ��`� sr' anv � ssrj �HADLEY AVE � � {� - � - 2 , , �\ / � I � � � Z — - --- – lt1 iFl �-� Z � � � �- - - r . �, �_ - - - • - - - -r- - _ + HADLEY AVE � [rz Q -_ � � asw - — � - SW �`� I 4DY Syy� 4DY� �kIW ' r , r -_ �� � - - - .. �,� FWOLEY AVE� �947H ST 5 � 5-29a � � -– - – - {� ; � �"� _ _ �')� � �`, � - C� ��� � 71E � {1� i y i:�� - .,�� 5:���- :�.a.:t. . ___ I�� �'RELTMINARY 90°I� � �-t��E���� � Stantec SiGNIfJG AHd PAVE�EIdi��VAR�lNG PLAti C1TY D� CaTTAGE GR�V�, MN i 48 �� - 4� Ap�'il Z� 2�16 crc��e ,t•�,a ��. ;,;; .,,;,•.„,,.;:.,. Ha,o�Er,aWEr�u- HA�LEY AVENUE IMPROVEMEPl�S - •rrr.;rec . I r'ere F��ec ar�A�`ro3C�ntv ry^e� q. �.�:i.r�•.55...� - ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��Q �J � _ I � _- --- --- __ �z - a 25' 5a' -- _ ��;�� -'-- � I" �OUTLqT I _ � i . . __— ._ _ � � �� �.J — RItN n _ �HADLEY AVE � �' � ��r r i + �--i �o�o rn �il o � � �` -----�-------- HADLEY AVE --------------------------------------------------------------------------------------------- --------------------------�--------- J o ---------------------- - --------- ---------- - - --- ------ _ � 1041 1042 1043 1044 1045 1046 1047 � � o T a - - -------------------------------------------------- o -------------------- -------------- ------------------------- ---------------------------- � -------------------------- � �- -------------------------- ----------------------- ---------� � ------------------------ ----�, �--------- -------------------------- ------------ ---------------- ---- — ---- I )---__ ----------------------— ---- � � _z� � _---------- ----�_�--- - I � —IZ�N' r,--�-�----_ � r��__ O �-_ D- . � , . 1`t �) FL'RfV15li c�:lNST,aLL {w•���+'� �- z L � s ��EfY`R,iL STRI�+LNG NOTES: �1 HkPLEY AVE S ry � w� $ \ � J.1NE hIARKfnGS SnAl1 BE MEASLIREO SY ACTIJAL h7ATER3AL rWPLIEQ. �42N0 57 5 Q� �O (��} �� O � ��) m � u 1NPLACE � $q�YiEM uNES Sti,�LL$E IG'lM1'Rh'i�'C�1P,SO'CYCLE. � �� �' 1 D �� '�E.�SCMEi� � 16"�O7TEP 11NE5 SHRLL BE 2'W1TH 2'GAP,a'CrCLE. 5-2I75 �in n , O � 8"DdTTEO LLNES 5rtALL 9E 6 WCfn 3'GaP,9'CYLLE. (vl � 'v,� ,�ryE1GH60RHODO�,WA� EXISING DEVICES �) 5FlLVAGF i �"i76TTE0 LSNF3 S*sRL BE 6'WSTH 2'GdP,8'C�'CLE `� REr1UvE � PROPOSED DEYICES (s� REr,cvE s�c���YPe r � ___ (s) 1r�sTau �Z I I �' REMOVE PERI�IAf'fENT&lRWCr3i7c o =s' Sr' I � g'� I� r.c�i+_.�-.x � pLITl.Or � li � , ��� t� �t� Ql 1 - --- - - � y � �, n asrl aor HA�L�Y AV� �o .--_ �', f yN,� 'i �c J –.- — ��w� n _ �{�} �� :--�`'"'� T� �s�'+]� �''`- « c HADLEY AVE :--(ssr �0,•1 � �� �� — _ " / a �` / � - - - - - - - /f � � m - - -- �� ` `\�� '1 Z ITJ __ �� � j/ ,/ 2 - � --- • — �ri� —--- � '- — -- .. . '"^' , - - - - - .��= I o-o- � U + - ' � Q \\ Q Q \ I Z4SM� ��� � �, L� _ � _ _ . a�Y Sw - ` , i /,.. - -� 4�Y - _ _ h '; .`, , — -_ - � � --- -- - _ _ - �,' �, � I � � � � p ^ j � �R�w \ ��� �� sw�,� ��---- �ry � H?,�LEY AVE 5 Z '� � -- - • f� 92Nf3 ST S _ {~ � � � � rn �`� T� �, 1 m ��,��� ��� o o�� ' � ��� � � � � _ s-aos y - - {F1 � �r;._.�::H �� � ��< x�� i Y �i) �` i �' +:�', - ,,, ;:c. �..f• - _- I"� �REUMINARY 90°IQ � �-t,i E���;� � Stantec SiGNIfJG AfCd PAVCMEidi��hARKlNG P!Ati �1TY �� CaTTAGE GR�V�, MN �4g �'-• . .4' I-►���I �7 GU1U CrfC1VE ,t•�,a ��. ;,;; .,,;,•.„,,.;:.,. Ha,o�E•r,a�Er�u- HA�LEY AVENUE IMPROVEMEPl�S I r' P�ide 3r���`ro3P�ritv ry^e[ S. �.�:I.r�•.55...� .""°•'"" "�• ,..„„_��...; ,,� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 ��� �J i , � Q� , � _- �z � - � � � � - ry�:J a �s' Sa' u _ I � 1� � --_- � �'�� e� � 'i a � � � _ -- -- I- - ,aM-s', �� ��1 p u� _ � _ �� 3 � _ �5�1'�'t`. y i ,�,,, I C� a � �, Ql ` + � �N' � L�f} - {-�} HAdLEY AVE %/ � ____ i I�'•, � ��ro � � � I - - - '� �o�o z I � � �_� � z rn L ` � � � � � � --------------------------------------- ------------------ � ----------------- F-• -- ------- -------------------------------------- _ O ---- --------------------- � _ 1048 1049 1050 1051 1052 1053 1054 1055 � V — + HADLEY AVE Q Ul — — ------- �-------------------------- END � ------ ------------------------- -- STA. 1054+78.85 Q /��--------------------------- � ��---- I � � /// � � �------ i � /�— i. ----- ------------ -- - - - -=- - - - - - - - - - - - - - � 1 - - - - - - - - - - - - _� -�i�� - L I--�- - - - - - :�- - - ----- - - - ---- --- _ , _____ - - - - - --- --- -------------� - _�--------------------- , � _ -==� - -r ----------- � + - - - - - - - --_- - - - -�- � -j�� - - i� �I � � i m�.� - i � � r` I"` i' a��q'—�� �,� _ I _ cn €��s � .w � T� [� �- _-" ���1 ��� o �-- , �,, � � P �,a�,J �,'^ � �,�i a , �,, • ' � � � �l T� ��,� '_'� C"1a 1 y �n � � i ';.._...1t TQ T� 1���' p z� � I i� •�� (�} FUFiNISH�.lfJSTqLL � � � i� -;a . 1 � � �,�. 4l �� - '`- � i -� 4l �a I � �- hWAYJ � I °n sa�s�n � �'� �;7 INPLICE (5) ^' , I �. �� ' ExISTING DEVICES - `^ (3� SALVAGc PROPOSEO �EVICES (�'; REMOVE ' �1. 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Q REhIL3Vc � R"06TTE�L.iNES 5ttALl BE 6\h'1T`t 3'GAP,9-rc�. EXISTING DEVICES � -M1"OOTTE�LlfJci SFIAL�yE 6'WfTH j'G.AP,8'CYCLE. �) REr1fJYE S1GP!T•PEC ' I PRUPOSE� DEVICES � iNsrau � I ' � �I', i I I �) �EMUVE r-�a.tii,ard�rvr aa�r?i�anE ,•I ¢� I ��I ��� I I� �� � �I I �I� I II OUTLOT �.j � Ol i o, �li � �� �RnN s �O �\i �o�i i u i ; �� _ _ � � z4sw 95TH ST � � SW 8SY � � O + � 95TH ST o n ,--i �� � �� ioz ios ioa ios _ io6 1� w - - ' — • ■ • Z r-i J 2 � � - U C �' J �V m �- - — - - � - Q /�' � � �Qr1 � _- ��� z �'� l � �t� p '_ \ � _ D v \ - _ �N 0. _� a tn I I '�� � 1_ I V I{�n � OL� \\ i � N a � R I � I ' C-G —2 M r I �� � , � � , � � _ W Q n as sn' - :n ,.t. k� II� �'RELTMINARY 90°IQ f t'Z��E`��i� � Stantec SiGNIfJG ANp PAVCMEiVi MARKlNG P��.ti C1TY D� CaTTAGE GR�V�, MI� '��2 - • c� � �i['i1VE ''°`,"` " A�]fii� Z�, Z�1� ;�. �,�,p�,�tY�+a�, ;,;� ��;�M� ;:..• 95rh s�R��r sourH HA�LEY AVENUE IMPROVEMEPlTS - .""°�'"" �'�F���<.,•�e ,:„;,_������.5' ,;� 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � � � II II I I I � � � � i � � �i � �HADLEY AVE __ , - � � i� �' � i +- � � _ _ \�ouT�ar I I ��1 ' � p -- - �Riw - - - - ' � i i '� �1 1 I _ 95TH ST 95TH ST II o; \�� � � � i i II l L_ --_---_--__ - -- II � _ _ ,� -� �s ------------ � � � � �� 4 , A � �� � � � � �, + ` � � + � ��}0 109 110 111 112 _ 113 � 114 i � � 115 � �o�o z $ -------- -------- ---------------------------------�� � .. .. i"i fll —— J F-� ------------------------------- O �J = W+ � -----------� o � � � -- ---------- H -------------- � � - - Q O -------------------------------------------------------------------------------------------------- r� I � --------------------------- � o � � � I� '" ------------------------------------------------------------------------------------- I I I -------- ------ --- ---------------------------_---- ------------ - - 1 I ---------- — — — — — — — — ----------- — — — — — — __-___-___-________________ _ _ — _ D _ _ _ - - I I I i I =0 —�_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ��I I I w I I I �{ _ — — - I N D R�— _ �— _ _ — — �7� FLlRtVkSH C4 If�ST:7LL ,. � / � I I I ¢ I I II I I W rn .� �E:19`MENT O '��/� ' � I } I� I +� � . ;n I I I � J I I I I f� �1 WPLACE ���� � I I � � ' I I I � � �� I�� �� G�NERA�STRIPING NOTES: I Q i I I i I � \ �� lA^�E MqRIUMGS SnALL 8�hIFA5l1REQ BY,iCTIJ;lL h1ATERIAL APPLIED. � ( � �� _ �1 i � I \„� [3} SALVAGf SROriEN JN�S SiiALL fit 10'W IYH aS]'GAP,SD'LYCLE I I 1 � I y 19�fJOTTE�LINES SHAI.L 8E 2'WITN 2'GAP,s CYCLE. . . I I I� I I I � I � �°}Y fiEMtf+IE ExISTING DEVI�ES S.'O�JTTE�L1NE5 SNAL�BE 6'WITn 3'GAP,9'CYCI.E. � I I I I �� S I ❑ �5' S�' 4"ODTTEO L1NE5 SHAL BE o"A9T�2'GAP,9'Cl'CL.E. � �;j R�MOVE 51G[�7 TYn�C PROPUSEO DEVICES i I `�% ,/�jj �� 1NSTALL / �I �� �4� t�] R�nsove�Er�ns.wenr e,az�i�.�� �.\ + , � �`� `-�' /� I-IAdLEY AVE � � ��j�po r �Ol1T�OT .., .. ./' J , .00� �R� I � � ��� � ��; � - - - - � , � .:--- ---_ � , ,. �, � 4SY� 51ry I '' /�� _ `� � �..\ \ �� � �� � ,� - - — / � .. rl; ,,r 1 '� . 85Y � _ -- �� .,�r1 I �i 1 � -- - - - --- — - - - - ------ _ i il `� ' Ir „ _ - - ---- - - � � � � �f 95TH 5T �.�--Y _ �' i �'�, �, r , :� r�'r -- - - - - + � - - _ ---_- - - ----- ---- - - --- - - --_ -- _ - ___--. ,� � � r � �� -_- - - - u7 - -- -- - - -,�:� �' : : ; �: ,� r - - _R;° _ — _ � - - - - ---=-_-- --- -- - - --- �� -�f. :: �ti� _-. -_--�===-_----- — - ,� m --_�«- - - _-------�------- - -- ----_---=---- -=-tiT��ex�--=----.- - - - - � - ---�>> -�' -- � _ r � •' � ' _ � - -- -- - - � i;. _ � -- - - - -- ; �(�.-.� � - + sw 4s� sw \� �� — Q 'k � aov \, �' � z:� � �, 1'il __ � --�.-, �'� �1 1� \ lP °� — — - - — — . 1� S '` � N x �Rn^� ' ; � Q �' 1\ Q �o� ,� n EASEMENT �. �1,, +, w � � J 1 Y ~ �SEE SHEEf i56 FQR RGiJf'l�R.,pOiJT �� I. � � n � SfGN1NG RN6 pAVEhSEN i hf4RhINGS �,`', �.l ', � y. � �� zs' sa' _= L ' ,,. � ; , ?.�' i.[? �kri• . k� -- II� i�RELTMINARY 90°IQ t'Z��E`��i� � Stantec SiGNING Ah1R PAVCMEiVi MARKlNG P��.ti ���Y �F CaTTAGE GR�V�, MI� 3 5?� . 4� � Ap�'il Z� 2�16 crc��e - �,t•�,� �.� ;,;; .,,;,•.„,,.;:.., 95TH STREEf SpUTH HA�LEY AVENUE lMPROVEMEN�S - - •rrR::rec . I r'ere F�iec ar�A�`ro3C�ritv ry^e� S. �.�:i.r�•.55...� ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 2�� �J / \ � � - o , '; .� ¢ '\ �' ¢ � �3� _ - Rn,�, � 95TH ST , -- - --- ---. .. _ - � __ - - - - - ----_ - - -- - - - - ----_-_--------------------____- ---_-__----_--_--- ' _______�J_ ____ . _ -- � . _ � - � 95TH 5T 4 _ - � � `��?d�° � 116 117 118 119 r 120 121 1ZZ f. N - _ — — — — rl �o�o z .. .. .. .. -� �� � rn � -- — ------ ----------- - - - - _ ------ -------------------------------- � — � , � ------------------------------- ---------------------------------- T U - --- � + ---------------------------- ---------------------------------------------------- - -_ - - - - � -- --� _-_- - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - T - - - - -- H o �o � � �>��� R/"' ��� N O mR.' �� � p�bp � o �;m m� � �� � (i} *l1�NlSFt&iwSiAli 0 �5' Sfi' " i � 1NPLACz � `3) SALVAGE EXI5TING DEVICES v REM6VE (�) REMOVE SiGN TYf E C # I ceru�sr�r�irv�ri�Es: PROPD$�� DEVIC�S V I LANE rIARK1NG5 SHAu 9E MAiuRcn Br qC7uaL(�IArERLqL ArPu=U �� �NSTA� � y 8�4GKEry LINES SHq;L 6E SQ'OVrH-!Q'GAF',SLI'CYCIr. � I a !3"POTT`c��lMES Stio-1LL BE-'_'W17N Z'riqn,�1'rvCLE. (�i RE�IOVE P�RI•7:1fJEN i BAR.Iif�;7PE C T 9`DO1TE0�fNES SHqLL SE 6'bVITH 3'GAP,9'CrCLE. — � +�' 4"6C7TED L1NES SHALL BE b'�ViTH 2'GAP,8'CYCLE. � d o`/ � I x \ = o000 � O I ^RM, 95TH ST � I ° ssr sw / � � I __---------- -- ------- � _------------__ — ___----__—_----_—__— —T / / -------------- �, ------- I--- ---------- -------- ------- ------------------------------------- — 3 ---��T�S�---------------------------- ------------------------- o / o � 116 I llJ 118 119 120 121 122 1: � (7 M _ _ N r I '� z 1 - - - - - w z m �" � � - - - - - - -- - T- _ -=�i��-����--��«��-�----------------- - - - -�-� -- ---��-- --- - ---- - - -------- u N � + � _. - _ _ -_---—_-_----_------___----_-==T - - - — - = - - - - - _--- _ _ _ _ — _ � _ Q I sw a�Y � or sv � c a „3 � � I •�� � �s.S� �R�W $��-" �Y � ��� � ��o §i�� ' ¢� � ��� N � `SEE SFtEET 155 FO�IL ROl1N�ABOIli ' SSGNfNG ANo PAV�F7ENT MARiCINGS � - i �I �l � - o z� so' _ � �' .r:.� ;�r�. �•:t• . _-_ II"� �REUMINARY 90°I� �-t��E���� � Stantec SiGNIfJG AfJd PAVCMEiVi MARKlNG P��.ti ���Y DF CaTTAGE GR�V�, MN ��4 c� � Ci['i1VE - ''°`,"` " A�]fii� Z�, Z�1� ;�. �,�,p�,�iv�+a�, ;,;� ��;�M� ;:..• vsrs+s�R��rsourH HA�LEY AVENUElMPROVEMEPlTS - .""°�"" �'�F���<.,•�e ,:„;,_������.5' ,;� 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 2�� ��,,, \ I _ � _ � � � 2 c;. / a ��� - 3 - . � ����ro = 3 _ _ 124 _ 125 1�5 127 i�8 :29 136 �o�o r � Z rn ,� ` --- --------------------------------- - - N / �---------------------------------------------------------------- W —�-- — ------------------------------------------ + Ul O N � (i} *l1�NlSFt&iwSiAli 0 �5' Sfi' " � 1NPLACz ' `3) SALVAGE EXI5TING DEVICES v REM6VE (�) REMOVE SiGN TYf E C I cer����r�irv�ri�Es: PROP05E� D�VIC�S V WNE rIARK1NG5 SHAu 9E fdAiuRcn Br qC7uaL(�IArERLqL ArPu=U �� �NSTA� � � BROKEN LINES�HP�LL 6E SU'�YrH-!Q'G�F',SLI'CYCIr. � I L3'�PL�TTc'��lMES 5�+�1LL BE-'_'WITN Z'C�qn,�1'rv[�. �,�i RE�IOVE P�RI•7:1fJEN i BAR.Iif�;7PE � t_ {� i!+ ,� 8"DO1TE0�fNES SHALL SE 6'WITH 3'GAP,9'Cr�CLE. +� ��� x �1�i = �� 4"6CTTED L1NES SHALL BE S�V�H 2'GAP,8'CYCLE I ��� a ���� � SW �, �� � 3 ------------------ D � 2 3 129 125 126 12] 128 129 130 r z rn s ,� ---- ------------------------------------------------ - N �T—---------------------------------------------- --------------------------------------------------------------------- — — � W —�-- — ------------------------------------------ + �� � 4DY _ � �m N io � i r - ' G 2� 50' _.� :c�- r.�• k� -- II� �'RELTMINARY 90°IQ �'Z��E`��i� � Stantec SiGNIfJG ANp PAVCMEiVi MARKlNG P��.ti C1TY D� CaTTAGE GR�V�, Mlv 7 C� !�1 ''°`,"` `` A�]fii� Z�, Z�1� ,� C p[�VE ;,;� ,,;,Ms.;:..• 95rh s�R��r sourH HA�LEY AVENUE IMPROVEMEN�S - Crity r'1ae .""°�'"" ��'�F���<.,•�e��� ;:„;,_������.5' ,;� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 ��� w o lO FURNISH&�INSTALL I I II I � I i G EN ERAL STRIPIN G NOTES: I ""��� � LANE MARKINGS SHALL SE ME,4SUREP BY ACTU?J.MATERIAL MPUE�. � . - �� S�VAGE . 6RI7REN LlNES SHALL 6E tQ'WfiH AO'GAP.59'LYCLE. � 'I� - � S R"�OTTEO LSNES StiALL 8�2'WI7n 2'GqP,4'CYLLE. � - �;� 8' IXJTTEQ�IHES SHALL SE E'WfTH 3'GRP.9'CYCLE. i � �� } ftEMOVE . q'�p(��EO LENES 5HA1 SE 6'WfTH 2'GRP,8'LYCIE Syy I�I � q Y - _ �, FtEMQVE SIGH TY�E C p�p P U S E D D E V I C E 5 i� '�i �i� � I �i� �i � __ � REMQVE SIGN rYAe❑ ��i ',I � /�`'�� - 1f i� Q �\ rr - t7} 1NSTr7LL �f? j�, �r� - 1+ i� ' w I� I �} ct.7 45�Y}-'. :1� �� Q �I C-211 � � ti��' �i = � Fn {9] /� G '1� i1 I °� �.�1 ,,' I� I � ,/�,'') _ _ � � ;; j �.� ' e�P'i' `-� j � r /ad�%o00 I , ,,� � , �f p� � ,, Q. ,: , _ c��� ` D sw � -� � , �— �E S c� � T � � � oi f �-` 'i . �' I 00 Qoa / � � f�� ,y'� / ; J ti�,� '�,S . /,i I � %� �R'W � �� f �� G `SW ;. .��/ � - G � ry(-A � � �i ' _" � ' \ \ �� � .� - , ti � ,, _ `\� ��, �Rnv � I� ,y� '- !, cc � `.\ �� � 1�'I '/ `� `',� , � I: _---_ ' � G f,' � � ` 1 ` — � - - - - � �.—�.r ,+ ' +fl. f/ 1 �`y� ----- - - - — - — I � �I � I� � __ — - _ GC _ �- I� I ll � �� �� GC � asr - y _ _--� �i� i i'' �-x �I� �j � ^ 1 sw �f .l {�'� (I� G 1 ���! �7SY r�, �J'��� � G - _ ��; �`�, �1 `-�' �� ,��� ��`�� - -_ � 95TH 5T --- _� 4` L°��..\ � _ _ ___ -y � I� _ �_� � ____-_--------� ���_ ___-----_-_--_--___-- - __ --- - - -- - .1 ,��, , _��,/' �, � � — _- - ---------------------- � ----- _ _---- -- '�"J��� , � ;. --__=- r� _ _ -- -_ _ r-� , �- __ \ /r 45Y . -_ .-- � SSY Y - f GC a�Y 1 �. - i �- �- �S�V �" �� ,.�� �..... � 85Y�'�I .� apr --- _- -- - -. .-: � . 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'��'. ��/ (�s % 1., ,i �� �R�w � ' � , �, cc \' �i '- � re.o ; �rt _ — — - - ,; 1; �t S�V 1 �',�, l I ., � 1� ��:�1, C-22 T�E �.t'� LyA 11�. `.4� (`�) � �' 1 ' �_ � Q 1 F a5Y _� N - � �` �� �� J ���``��� '��1�, G �" � O `��'', 111t _ � ',' � 1 i{'� G ❑ �; 36' 4� �l yl �l�y, __ iy� �4 , � 4 S.r+ �.R.,t. . _ II� a � c:t,�E��_� C1TY DF CaTTAGE GR�V�, MN i 55 -_ i�RELTMINARY 90 I� � �i' � Stante� SiGNIfJG APlG PAVEMEPli MARKlNG PLAs�! ����,'�` " A�J�II �7� GU1V r Cf�i1VE ;.;, ,,, mj .;;..t HAdLEY AVENIfE ANi7 95Tfi 5iRE7 5Ql1iFi HA�LEY AVENUE lMPROVEMEN�S - •rrRccec .�: �er�p��ee ar�A�ro entv H�et q. ,.�:�.rr.55��? ;,,,{. ,..„.._��...; ,,� 5AP i 8�-1�7-D04 8�5AP 18�-1 i i-0D3 2�Q � �J GORE PLACEMENT ROADSIDE PLACEMENT °�o °��o o�o� w� o�a� o� o��o _�a� THRIJ ROADWAY � _ 100' MAX, 12' FROM EDGE OF SHOIJLDER OR CIJRB FACE —o�o BACK OF ° ` ° p � LA ° PAVED GORE ,' p 8' (1) � w°> OR ROADWAY �� �� MIN� Q o 0 0 > o`�a CONCRETE °.o 0o p' CLIRB�R ACE � M� HT. H (SEE NOTE 6 BELOW) IIXII �� ��>o 0 o NOSE , �o�o�. � EDGE OF SHOULDER ,� MIN, cSEE SIGNING TABULATIONS) (SEE CROSS SECTION 30 FEET ��Y" � ° EXIT , PREFERRED OR NOTE 8 BELOW) ° ° SIGN D �o 0 e D �p°o0 EDGE OF THRU LANE RqMP 8'I MIN,(1) � � ROUTE MARKER9 REGULATORY & WARNING SIGNS — TYPE C GUIDE SIGN — TYPE A GUIDE SIGNS — TYPE D � 200' MAX. � THRU ROADWAY NOTESe � � 1, ALL TYPE C AND D MOUNTING HEIGHTS ARE MEASURED VERTICALLY MERGE — 12 (2) —�� _�. sI�N �� FROM THE BOTTOM OF THE SIGN TO THE ELEVATION OF THE NEAR ,12'(2)i� RAMP/�OOP ____ EDGE OF PAVEMENT IN RURAL AREAS OR TO THE TOP OF THE CURB OR _ ��_--- IN THE ABSCENCE OF CURB, TO THE NEAR EDGE OF THE TRAVELED WAY, /�� 2, SIGN FACES SHALL BE VERTICAL, ' � 3, OVERHEAD SIGNS SHALL BE POSITIONED AT RIGHT ANGLES TO THE THRU ROADWAY UNLESS OTHERWISE NOTED, 4o TO AVOID SPECULAR GLARE, � A SHALL BE APPROXIMATELY 93 FOR SIGNS LOCATED LESS THAN 30' FROM THE EDGE OF THRU LAI�PE AND SPECIFIC NOTESe APPROXIMATELY 92° FOR SIGNS LOCATED 30' OR MORE FROM (1) EXIT SIGNS EDGE OF THRU LANE, THIS APPLIES TO SIGNS TYPE A, C, & D IF THESE OFFSETS CANNOT BE ATTAINED WITHIN 100 FEET OF THE PAVED GORE, AND INCLUDES SIGNS IN THE GOREo A 4 FOOT OFFSET IS ACCEPTABLE, IF THE 4 FOOT OFFSETS CANNOT BE ATTAINED 50 "Y" IS THE PERPENDICULAR DISTANCE FROM THE GROUND LINE WITHIN 100 FEET OF THE PAVED GORE, CONTACT THE PROJECT ENGINEER, TO THE FRICTION FUSE ON THE POSTo THIS DISTANCE SHALL BE � AT LEAST 7', m 6, WHERE "X" IS LESS THAN 30' "H" SHALL BE 7', WHERE "X" — (2) MERGE SIGNS IS 30' OR GREATER, MINIMUM AND PREFERRED "H" IS 5', — IF THESE OFFSETS CANNOT BE ATTAINED WITHIN 200 FEET OF THE PAVED GORE, 7, LATERAL CLEARANCES GIVEN APPLY TO RIGHT AND OR LEFT SIDE A 4 FOOT OFFSET IS ACCEPTABLE, IF THE 4 FOOT OFFSETS CANNOT BE ATTAINED INSTALLATION, U WITHIN 200 FEET OF THE PAVED GORE, CONTACT THE PROJECT ENGINEER, 8, WHEN A TYPE A SIGN IS INSTALLED DIRECTLY BEHIND TRAFFIC BARRIER, THE LEFT EDGE OF THE SIGN PANEL SHALL BE LOCATED A ��I�IIMLJM �F 8 FEET BEHI�IQ THE FACE �F THE TRAFFIC BARRIER� s` ��Uja��e 7-�7-jj �`�t7I`I F'�A+:�:Eiv1Ei�•1T �3A' •.Y $:[:". rv[• . ` `k ��� ��� Q t:t,�E�,,� �1TY �� CaTTAGE GR�V�, MN i 57 __ ' . 4, �'RELTMINARY 90 IQ � �i• � Stantec SiGNIfJG Ahl�PAVEMEhli MARKlNG P�Ati ' ;I Ir A�]fii� �� 2�1� C�i��E , , .,,.;,„,,.;:.,, SI�N PLACEMEfJT HA�LEY AVENUE lMPROVEMEPlTS � r•.n- .c�� -�, - - •rrr.;rec . I r'ere F��ec ar�A�`ro3C�ntv Na�� S ..�:i.r�•.55��? — ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 2�� � � NOTES� �J 1 , USE 3 LB/FT STUB POSTS, SHALL CONFORM TO MNDOT 3401 , �p- TYPE C & D POST ���0 2, USE 2, 5 LB/FT RISER POSTS, STRINGERS, KNEE BRACES �Q�� AND LATERAL BRACES, ALL SHALL CONFORM TO MNDOT 3401 , o�a� o� °�w° LATERAL 3, SEE SIGN DATA SHEETS FOR NUMBER OF POSTS, �m�Q BRACE e �PANEL KNEE BRACES, POST LENGTHS AND SPACINGS, �PANEL AS DETERMINED FROM TEM CHARTS 603 AND 6040 _ RISER POST (NO SPLICE PERMITTED) STRINGER �_�� 4, IF MORE THAN TWO POSTS ARE NEEDED, THE MINIMUM _o�� SPACING SHALL BE 45" BETWEEN POSTSo °_�= 5 , TYPE D SIGN PANELS SHALL BE BOLTED TO STRINGERS ��a° 2-5/16" STAINLESS STEEL BOLTS WITH NYLON INSERT AT 24" MAXIMUM INTERVALS IN ACCORDANCE WITH ���� LOCK NUTS PLACED IN TOP POST THE TYPE D STRINGER AND PANEL—JOINT DETAIL AND BOTTOM HOLES. POST (SEE STANDARD S IGNS MANUAL ) , 6, MOUNTING ( PUNCH CODE ) FOR TYPE C SIGN PANELS � SHALL BE AS INDICATED IN THE STANDARD SIGNS MANUAL —� UNLESS OTHERWISE SPECIFIED, N 7, ALL RISER (VERTICAL ) U POSTS SHALL BE SPLICED, X DRIVEN STUB POSTS SHALL BE AT LEAST 7 ' LONG, a � 8, USE STAINLESS STEEL ?" BOLTS, WASHERS AND N NYLON INSERT LOCK NUTS AS SHOWN FOR ALL GROUND � �STUB POST MOUNTED AND OVERHEAD MOUNTED SIGNS, � � 9, STAINLESS STEEL WASHER WITH SAME DIMENSIONS N TYPICAL TYPE C INSTALLATION TYPICAL TYPE D INSTALLATION SHALL BE PROVIDED BETWEEN ALL NYLON WASHERS AND BOLT HEADS, 10, BRACING STUBS SHALL BE NO MORE THAN 4" ABOVE GROUND AND EMBEDDED AT LEAST 42" , / 42" MIN, 11 , A—FRAME BRACKET SHALL BE STEEL CONFORMING TO H/4 MNDOT 3306 AND GALVANIZED IN ACCORDANCE WITH � MNDOT 33940 12, COLLARS SHALL BE USED TO SHIM OVERLAYS AND LATERAL H LEGEND COMPONENTS AWAY FROM PANEL WHERE BRACE 3" INTERFERENCE WITH BOLT HEADS IS ENCOUNTEREDo 3" MAX MNDOT 3352, 2A6, MAX• U POST BREAKAWAY SPLICE 4 130 2 POST TYPE C SIGNS SHALL BE REINFORCED WITH AT LEAST ONE LATERAL BRACEe INSTALLATIONS WHERE THE TOTAL PANEL HEIGHT IS 60" OR MORE SHALL HAVE STAINLESS STEEL WASHER AND NYLON WASHER TWO LATERAL BRACES LOCATED APPROXIMATELY AT (T=�2" MIN„ I.D.=..." MAX., O,D,=$" MAX,) THE QUARTER POINTSo POST POST SECTION 14, WHERE 2 SINGLE POST TYPE C SIGNS ARE INSTALLED � SIGN PANEL SIDE BY SIDE, THEY SHALL BE REINFORCED LATERALLY U � BY AT LEAST 2 BRACES9 BOLTED AT EACH POST AND - LOCATED APPROXIMATELY AT THE QUARTER POINTS, 15o WHERE 3 OR MORE TYPE C SIGNS ARE INSTALLED POST SIDE BY SIDE, THEY SHALL BE REINFORCED LATERALLY � 5/16" STAINLESS STEEL BY AT LEAST 2 BRACES, BOLTED AT EACH POST AND POST BOLT WITH NYLON SECTION AND LOCATED APPROXIMATELY AT THE QUARTER INSERT LOCK NUT, POINTS AS SHOWN IN MODIFIED TYPE C INSTALLATION, - TYPE C & D SIUi�� = LJ P�.�1��T M���LJf�1TIf�JG ivillC�IFIE� I rPE C II`J5 I ALLA I I�IiJ � �;EVISEQ; 3-�-ZU1a T YPE C. SIL��NS �T R�iV T UR,4.L dET .qIL � �h��t � ot � - .� i ,�.. �.� ,:: .5�,.. ,�:._. , CITY DF CaTTAGE GR�V�, MN __ ���: Q c.t��E���� } i 58 __ _' . 4, �'RELTMINARY 90 IQ � �i� � S4an��C SiGNIfJG ANR PAWEMESdi hhARKING P��,S�! ' -l.tr A�]fi i� Z� Z O 1� Cf C1VE , , ,,, m j '.. TYP r�&b 5T R U C�U R A L�r T A l L S H A�L EY A V E N U E I M P R OV E M E P lT S � r•.er .c�� -„ - I r�' P�ide 3n��`ro3P�ritv h1a�� S ..J�:I.r�•.55"� .""°�"" "�• ,..„.._��...; ,;� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 2 1� � � STRINGER �� 2q,� ���o I I � VERTICAL POST ° ° o � oop� � � � I 5/16" STAINLESS STEEL o o��o � I BOLTS WITH NYLON B o B o ° � o � °pa I O „ma� INSERT LOCK NUTS o o � o 0 _ O — ° � ° ° � o � o � o - O H�2 A ° � o o � ° o 0 -�p o 0 0 0 LL o� � O / o o ° o 0 0 ° o I/2 0 II � X oo� o 0 0 0 0 oQ=Q H o o ° o ��ro O o 0 0 0 _ � o 0 0 0 1 ���� - BRACKET� ° ° KNEE BRACE� ° ° _ _ � 5/16" STAINLESS STEEL BOLTS WITH KNEE BRACE H/2 0 0 (STRUCTURAL SPLICE o �o _ - � d NYLON INSERT LOCK NUTS IN HOLES ° ° REQUIRED) ° ° _ � o 0 � CLOSEST TO SPLICE & OUTSIDE HOLES. ° ° 3" MAX. ° d� 0 0 0 0 0 o Y o TWO SECTIONS BUTTED SECTION A,-A, 0 26� ±2�� 0,5X-Y+6" LATERAL BRACE OR STRINGER VERTICAL Pos o ° SPLICE DETAIL (EXPLODED VIEW) 3�/z�� X 3�/z�� SHIM PLATE o °o 0 0 STAINLESS STEEL WASHER AND NYLON WASHER ° (T=�z" MIN., I.D.=..." MAX., O.D.=$" MAX.) � � q" MAX. 2�z SIGN PANEL STIJB POST 3 MAX. 1 � 42" (ll 2�/z�� ° � 42�� o I 2�� o / � � � 0 3i�z�� STRINGER o � �- R" ° ° ° o LATERAL BRACE 0 �— o o� TYPICAL " A—FRAME" INSTALLATION — o R�� prae = , ° TYPE " D" SIGNS 0 VERTICAL POST — ° O � ° � KNEE BRACE �5/16" STAINLESS STEEL BOLT ° � ° (STRUCTURAL SPLICE 9� = WITH NYLON INSERT LOCK NUT � REQUIRED) MIN, 0 0 SECTION B-B VERTICAL POST � o MTG. HT. �' o MIN, A—FRAME BRACKET � � 26° +2° � (STEEL MNDOT 3306 GALVANIZED PER MNDOT 3394) � ° ° E.P. 0 I � o � � � � I � o � TYPICAL MOUNTING I I o I o ° 3 MAX. q�� MAX. I o (1) OFFSET STIJB POST 1' TOWARD ROADWAY _ MINo STIJB POST 1a - 5/16 STAINLESS STEEL BOLTS WITH �1� RELATIVE TO VERTICAL POST. ATTACH STIJB � I � � NYLON INSERT LOCK NIJTS PLACED q2" POST AND KNEE BRACE BACK TO BACK. � NEAR TOP AND BOTTOM HOLES, 42�� _ I = � TYPE C & D SIGN _ � � � - �T�LICTURAL SFLICE f�'PICAL " A—FRAME" INSTALL.ATIC}i�J cTR�CT�RA� DETAI�� {LJSE WH��1 �i 15 I�J�rESSARY Ti] FA9R3CATt �FH� CDRR�CT L�PJGi H �zt POS i FI�GM iw'p PiEi=tS] �•7:F,� �� �„ �I��� S�1F V 1 � pT � r:EVI5t6: 12-4-201� .r..�•. ;.r�•. �.t. . __ II� fl � c:t,�E�,,� �1TY �� CaTTAGE GR�V�, MN �59 __ . �'RELTMINARY 90 I� � �i� � Stantec SiGNING AP1R PAWEMESdi hhARKING P��,ti ' -l.tr °' A�7fiiI Z� Z�1�] C�i�VE , � ,,.;,Mr.;:.,� �YPc C&b 5iRUC�URAL�rTAlLS HA�LEY AVENUE IMPROVEMEPlTS ��r•.�n- .c�� -i, •rrr:;rec . I r�i•�e F�iee ar�A�rp30encv Mse� S..��:�.r�•.55��? ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � 48�� �J �18"+18"� op- • • � ��o ���o °�p" 12" 12�� w� - --- --- - o��o • • O+ O+ -��� T - 6�� 36" o�= 6�� � 96�� . . - 0 0 - --- --- - —� a�= � ��°� PUNCHING FOR R6-1 (54"x18") 36" . . � - --- --- - 12" 12" PUNCHING FOR R2-4b SPEED LIMIT ' ' O+ O+ 9�� � 9�� ' ' O O R6-1, R1-1 & (R6-3 OR R6-3a) MOIJNTING PIJNCHING FOR R6-3 OR R6-3a (36"x30") � 9�� 9�� O O 6�� 6�� � � O+ O+ �9„�9„� 3 . . O+ O+ � � c2� — O O — O+ O+ � I . . . � PUNCHING FOR R6-1 (36"x12") � - I (1) I (1) I PUNCHING FOR R6-1 (54"x18") AND _ _ ; � � ; __ m R1-2 (36"x36"x36"OR 48"x48"x48") - - � (2) 9" FOR 36"x36"x36" I 18" FOR 48"x48"x48" - WARNING SIGN C30"x30 OR q8"X48"] AND T Y P E C � D S I G N WAR�lIP•1G PLA(}LIE C1E":��18" QR 3�"x3�"] _ PUNCHING a�Q MQUMTING STR�CTLlRA� DETAI�� = fl� F," FC�� NIARIdIrJG PLA�LJE tl8"�:18"� ]2•' F�F ri�ARNING PLAG�JE {30"x30"f Si�F V� ,� r�T ; � nEVI5E�3: 2-13-2915_ >..•. ,..t ;:c. �.�• ` �k �` ��� Q t:t,�E�,,� C1TY D� CaTTAGE GR�V�, MN i b0 __ ' . 4, �'RELTMINARY 90 IQ � �i� � S�an��C SiGNING ANR PAWEMESdi hhARKING P��,N ' ;I Ir A�]fi i� Z� Z O 1� C�i��E , : .,,.;,M r.;:..� TYP r�&b 5T R U C�U R A L�r T A l L S H A�L EY A V E N U E I M P R OV E M E P lT S � r•.n- .c�� -„ - - •rrr.;rec . I r'ere F��ec ar�A�`ro3C�ntv Na�� S ..�:i.r��.55��? — ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 2�� � ��o °��o o�o� w� o�a� o� o��o _ma� _o�= o - o 0 °Q�a o ��ae O 2"x 2" 12 GAUGE PREPUNCHED O GALVANIZED STEEL SQUARE TUBE RISER �o�o � O O O O O � CONCRETE FILL O O O O ' 4 • 4 Q • � 4 Q � 4 • 4 4 Q � 4 4' � . o D . . . o � ' o ° �❑ � � � � 4 2"X 2" 12 GAUGE UNPUNCHED a � �� 4 • � ' a . � � GALVANIZED STEEL SQUA�E TUBE ANCHOR , • • 12" MINIMUM � • . • • ' o . Q' �0 4 . . 4 • o Q O � 4� ' a a � . ,Q • . �� p • ' . � � , o . 0 0 0 0 5/16"STAINLESS STEEL BOLT MINIMUM 1/2"OF ANCHOR BELOW CONCRETE FOR DRAINAGE NOTES: 1. DRILL AN 8" DIAMETER HOLE THE FULL DEPTH OF THE ANCHOR. 2. DRILL�" HOLES ON OPPOSITE SIDES OF THE UNPUNCHED GALVANIZED STEEL SQUARE TUBE ANCHOR APPROX. 1" FROM THE BOTTOM OF THE ANCHOR.INSERT � A�6"STAINLESS STEEL BOLT THROUGH THE HOLES AND SECURE WITH A STAINLESS STEEL LOCK NUT WITH NYLON INSERT.THE PREPUNCHED GALVANIZED - STEEL SQUARE TUBE RISER(TO BE INSERTED INSIDE THE UNPUNCHED _ GALVANIZED SQUARE TUBE ANCHOR)WILL REST ON BOLT. 3. INSERT THE ANCHOR IN THE HOLE. � 4. AFTER INSTALLATION OF THE UNPUNCHED GALVANIZED STEEL SQUARE TUBE ANCHOR,FILL THE HOLE WITH A CONCRETE MIX APPROVED BY THE ENGINEER AND LEVEL OFF THE TOP OF CONCRETE. - 5. N!A?(IMllI�3 SIGN PAfVEL SI2E IS 42"WIDE x 48"�I�H. TYPE C SIGNS DELINEAT�RS & 6. SIGN PAPVEL Ta SE IvIdiJIVTEd 7'ASOV�TFlE GR�tJND. � = MARKERS IN �QNCRETE - ;� . �.�. -`� 'i II� �'RELTMINARY 90°I� ' t�{��t`��i� � Stantec SiGNIfJG APl�PAVEMEfdi MARKING P�AS�! ���Y DF CaTTAGE GR�V�, M� '�b'� - ! .;���. 4� � Grc��e �e•.�er u A��I� �7� 2U1U ryy Fro3A�r,cyMee� ;"' ";�•"' ti;•' TYPE C SIGfJS:❑ELI�lEATORS Fk MARKERS IN CpNGREfE HA�LEY AVENUE lMPROVEMEhlTS - """'°" s'�.F����.,•�e ;:.,,;,_������.5' ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-003 ��� � �J TURN LANE MESSAGE PLACEMENT LEFT TURN LANE ISLAND °�o °��o o�o� w� °o°} o�wo LEFT TURN LANE RIGHT TURN LANE NOTE: p p END PAVEMENT MARKINGS AT BEGINNING OF RADIUS _m�� - TURN LANE THRU LANE THRU LANE TURN LANE - 4"SOLID 4"SOLID � � `°�o LINE WHITE 4"BROKEN 4"BROKEN LINE WHITE � � OR SOLID OR SOLID 4"SOLID LINE WHITE LINE 4"SOLID a�` �LINEYELLOW LINEWHITE � ��>o �0�0 ��0. �D. .��� .�.. TYPICAL MARKINGS FOR 4�� z��+�_1�� z��+�_1�� 4�� z��+,_1�� z��+,_1�� � � � � J � "'O� h r' 45� � � I 30'-80' 30'-80' 4"DOUBLE 1/z LINE YELLOW ��`�� �' h h � ����� 200' I 24"SOLID I OR LESS I "A" LINE YELLOW OVER 200' 50' I I I �' h h 20 z�� DESIGNER'S NOTES: I 50� 50' I AT SPEEDS LESS THAN 45 MPH THE WIDTH I OF THE CROSSHATCH LINE MAY BE REDUCED TO 12"AND SPACING MAY BE REDUCED TO 20'. I IF"A"IS LESS THAN 4'NO CROSSHATCHING REQUIRED. I � SEE"TURN LANE MESSAGE PLACEMENT" � TYPICAL FOR PLACEMENT AND NUMBER OF ARROWS OR OPTIONAL LANE LINE 50' S00' ** EXTENSIONS. (MNMUTCD SECTION 3B.20) I SOLID lz� � YELLOW ** IF THE DISTANCE BETWEEN THE BEGINNING OF THE SOLID � LINE YELLOW IS LESS THAN THE DISTANCES IN TABLE 7.5 IN THE(TEM)FROM THE END OF A PRECEDING SOLID NOTE: LINE YELLOW IN THE SAME LANE,THE SOLID LINE SHALL - END PAVEMENT MARKINGS AT BE EXTENDED BEfN/EEN THEM. BEGINNING OF RADIUS � �• :r� .f• k� .`k ` � �'RELTMINARY 90°I� ' t�t��E`��i� � Stante� SiGNIfJG AHR PAVEMEidi MARKING P�Ati C1TY D� CaTTAGE GR�V�, Mlv '��2 c� � Ci['i1VE _- !�°•,"` " l�1��'I� ��� 2�1� ;�y �,«,30�r�iv+���r ;"s "�'•"' ':^ PAVEMEMT nhpRKING iYPICAlS HA�LEY AVENUE lMPROVEMEPlTS .""°•'"" s'�.F����.,•�e ;:„;,_�;��''� ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-003 ��� aJ° PEDESTRIAN CROSSWALK MARKINGS °�o °��o ���� (L) (W) �S� ALTERNATE ALTERNATE �oo'`= WIDTH OF WIDTH OF WIDTH OF �W� �5� �pr WIDTH OF WIDTH OF INSIDE LANE PAINTED ARFA SPACE o��o PAINTED ARFA SPACE _m a j 9' 2.0' 2.5' 10' 2.5' 2.5' 2.0' 3.0' _ 11' 2.5' 3.0' 2.0' 3.5' -°h o 12' 3.0' 3.0' 2.5' 3.5' 13' 3.0' 3.5' �a�` � � (SEE NOTE 2) � � � ��>0 1.5'MINIMUM I 1.5'MINIMUM I - (SEE NOTE 2) �o�o T_ T_ � � � L = L � � � � � � (SEE NOTE 7 (SEE NOTE I ' I � 7) DESIGNER'S NOTES: 1. PAINTED AREAS TO BE CENTERED ON CENTERLINE AND LANE LINES. 2. A MINIMUM OF 1.5 Ff.CLFAR DISTANCE SHALL BE LEFf ADJACENT TO THE CURB FACE. IF LAST PAINTED AREA FALLS INTO THIS DISTANCE IT MUST BE OMITTED. 3. ON TV✓0 LANE TWO WAY STREETS,USE SPACING SHOWN FOR AN 11 Ff.INSIDE LANE. 4. FOR DNIDED ROADWAYS,ADJUSTMENTS IN SPACING OF THE BLOCKS SHOULD BE MADE IN THE MEDIAN SO THAT THE BLOCKS ARE MAINTAINED IN THEIR PROPER LOCATION ACROSS THE TRAVELED PORTION OF THE ROADWAY. 5. AT SKEV✓ED CROSSWALKS,THE BLOCKS ARE TO REMAIN PARALLEL TO THE LANE LINES AS SHOWN. 6. THE BLOCKS SHALL BE PLACED SO THAT THEY ARE NOT LOCATED IN THE WHEEL PATH OF THE VEHICLES. 7. THE BLOCKS SHALL BE A MINIMUM OF 6'LONG AND AT LFAST AS LONG AS THE TRUNCATED DOMES,FOR FANNED TRUNCATED DOMES THE BLOCKS SHALL BE AT LFAST AS LONG AS THE APPROACHING SIDEWALK OR SHARED USE PATH. 8. THE ALTERNATE(W)AND(S)MAY BE USED WHEN BLOCKS LONGER THAN 6'(H)ARE USED. u u �• :�.�� .�t• . k� .`k � �� �'RELTMINARY 90°I� ' t�t��E`��i� � Stante� SiGNIfJG AHR PAVEMEidi MARKING P�Ati C1TY D� CaTTAGE GR�V�, Mlv '��3 c� � Ci['i1VE _- !�°•"r l�1��'I� ��� 2�1� ;�y �,«,30�r�iv+���r ;"s "�'•"' ':^ PAVEMEMT nhpRKING iYPICAlS HA�LEY AVENUE lMPROVEMEPlTS - .""°�'"" s'�.F����.,•�e ;:„;,_�;��''� ,;� 5AP i SO-1�7-004 8�5AP 18�-1 i i-003 ��Q �� ! � � � o�o , , — ���o � � _ o�o� w� o�a� o� o��o � i -m�� I I � - I � I CONSTRUCTION LIMIT � I - R�`'" HADLEY AVE o -°�= o _ — _ _ o _�= o ��r � HADLEY AVE � 14�wNE w � � 996 997 _ 998 999 1000 0 1001 �12'LEFT TURN LANE _ 1002 ~ ----------------� � �.� _� — _J_ _ 14'LANE � (, BEGIN SAP 180-107-004 � STA.996+30 I � — - - - � - R� CONSTRUCTION LIMIT I � L � ' y I I soo,rrr��w�a o s� sa� � -"' - - SE�O h1l7CfVRE 25-131 � OEC1�VOu5 TREE!.5"C.11 6&8 ' � '� �. ..��-�1 FERT�LI2ERll'PE 1{20-LC-20j � HY�fL1l1LLC MULCH NL'�TF21K i ��i SEEG M1t[XTVRE 25-151 . , ; F�Ri[LlTER rYpE 1{20-IQ-20] � ❑ECiOl1DilS 7REE 1.5"C�&iE � � I I � � Hl'OF.ILILLC MULCN hL'�TqIX i , . .— --- . S�E�h1ikT[1RE 25-131 �, I I � . ',����^�I FERTILI�ER TYPE 1{20-10-20) i i i I I I I � � EC BLANKET CAT 3 �I � �� I I I �Z I I I I �� II � � � � � � � II I I I I I 0 25' 50' I I I I �� �� � � � � I I � � � R� CONSTRUCTION LIMIT � 3 HADLEYAVE � i I � - - - � � - - - - - - - - J � - - - - - - - � � - - p N � _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ � � F I l� z HADLEY AVE w � 14'LANE z ° rn 1003 ry � �. — _ i��4 _o � 1005 1006 1007 1008 1009 1010 J O O 12'LEFT TURN LANE _ - + 14'LANE � � o a o I � �x R/lN N N p O I = I � _ - � I I � I I consrRucrwN uMsr � � � I - ���SEhse�T I on �.f• �,-F a t:i,�E�,,� C1TY �� CaTTAGE GR�V�, MN S _ _ . 4, �'RELTMINARY 90 /� � �i' � S�ant�C TURF CSTABL'Stf�VlffJT AND LAhlQSC.APISrG f'LAfJ !�� _- - Ap�'il Z� Z016 Crc��e � ��.�- �� ;,;; .,,.;,•.„,,.;:.., Ha,��Er,a�Er�u- HA�LEY AVENUE IMPRD�EMEN�S - •rrr:;rec � r'ere p�iec ar�A�`ro3C�ritv ry^e� S. ,.�:i.r�•.55...� . ,..„.._��...; ,,� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � � I I I I I I I i I I � � � � i ��,,, � � � �� � �� � � � � � � � � I I _ � � � � � � � � I � � ' � - - I I I I I � ( I I I �� __ � ,— ,� - I I I � � � 1 fj' 1 � 'ti I I I ', ' I I . � 1 I I I Q 25' 50' ' I � _ - FASEMENT ' , !'' .� � 1 I I I � � � - CONSTRUC7IQN LIMfT �� �� � � � ' '� � i i - - � I NRDLEY AVE � R�w � , y t, � i p - � --- -----_-- --- -- -__ _ - - - � - ---_--—- - oo �, - - = - -= _ - - _ - - - - - - ,_- - -- . - - - - _ � _;--,-,----T---r------ � - . n - - - - _ - - - -- - : - • _ ' _ - - - - - -- - - - , , , �., . - � - � - - . -�- .: - .. . _ � o - ��40 � • - - - -. - ' - - - - - -- - - - - - - - - - - -- - - - - - - ,� _ � ., , � �o�o rn � � � HADLEY AVE « i4�wrve J � 1011 1012 1013 1014 I 1015 1016 1017 = I--� O 12'LEFT TURN LANE � U � 14'LANE � Q � � � —R(W I � i - _ .-� `-. -_ - , - _-, - - - - - - - - -- - - -� - -�,i��-� � - - —.-----: - - - ��r�r75TRl1CTlON�IMIT' , � i i �i `1 i N , , �EASEMENT � � I 5p0,Tr p'c LAW N I I � � ❑ECI�lPDi35 TREE 1.5�'C1LL 6P�6 � � ]EE�hll7[TUke 25-131 � � - FERTILI2ER TYPE 1{2Q-1Q-20y HYOfL4ULiC M��CM hLATWY, � � ; SEEP MIXTURE 25-I51 � I , FERTILITER TYPE 1{2a-]Q•20) . OECIOi:OLS�REE?.5"CiL 6&B � � HYOR,1l1L1C MU�CM hU1TKiY � . - - � -. SEE�htilfTVRE 25-]31 � � � � � . FERTILt2�R 7vPE 1{2G-3�-26J ,� rr I � I I I ' E�B�NK��T j � I I I I I I � � � / I I I I I I Z \ � � � / I I ' ' ' ' \ \ � � / / I o Zs Sa� CONSTRUCTION LIMIT \ \ \\ \\ / I EASEMENT � - — � — — / — — — — — — — — — — 3 _ _ _ � �\ \ � _ _ J L _ HADLEY AVE _ J �� R�`'" J L — _ J L � 0 � - - - - - - - - - - - - - - - - - - - - - + n - - - - - - - - � - = o � '� z w - rn HADLEY AVE z � 14'LANE h-i u �. J p _ 1018 1019 1020 1021 1022 1023 24 1025 = V — ------- U - v, �4'LANE � ------ --- -- a o g �x — - — — - - — — — am �CONSTRl1C7A7N liMtT E'15EMEe� � I I I I � - _.�� :�C�- r•:[• . - ` I,`` �'RELTMINARY 90°I� � t-t��E���� � Stante� C1TY �� CaTTAGE GR�V�, MN ��� � ;��� �� C['i1VE iURF CSTABL:SN�V1�fJT AND LAhlQSC.APIS�G f'LAfJ - �'t "` `' A�]fii� Z� 201� ;��. .��.;�Ms.;:.,� HAOLEYAVE1JUt HA�LEY AVENUE IMPRDVEMEhl�S - •rra:;.•ec � r'ere F�iec ar�A�`ro3C�ritv ry^e� S. �.�:i.r�•.55...� - ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� �..,,,, � \ I ����� �\ � \O / \\ I I _ I-i� � - ; 1 I��I�i� I ; t� � _ ��i�.1�� . I �I � � :—SEE ftOLiNL7F19U11T LRN�SC1W[NG , � 9���$T � i�' 1 � SHEE75 E73 17� �� � ����i, �' � ��_ � . �1 �.�1 � ♦ 0 25' 5�' - ' ' {�' , �purWr i ,':��=tx—_ / -_ - � I' - - � _ � I '.�-=-�-'��=-`-`�! �, �`. a - � I' � : f �z�,` "� � CON5TRl1CT10N�SMIT .—RIW � - _ � - - - -;-- _ - , ,� _ � .� ,;� � �-HADL�Y AVE ! r+.� _ - -�- - _ - -��_ -- �. Fp �- 4 -- _ - - - - - - - - — -- -- - - - - - -- - - f_ � � - - � , � 1� `� - � ��>o r � ,--� �o�o rn I ��, / I I � z �� ,'i � �--� �' J � � �/// \�� �� �/ // ,, - -- -------- --- -- 1030 1032 = N / �1f126 � --�� 1 (.Jl — � ----- --- � a- - -- + -------- ' � / \\ - � HADLEY AVE ------ i4�wrve � Q O I O — — � I ❑ / _.--_.. �--- i. I I� rn �T-. .. - ���� ---- -�- =---- - - --- - --- - = - - --�.�-- -- - - �- - - . �� : i . �� RJW � !-I i � � �CONSTRUCTION LlMff ` EAScM�NT -' � '� _ � ' =i�' � ti � � � �'��� � �u � i I� � soo,rrne�awrv I ' I ; . SEEG h1[XiUFE 25•131 � DECIOUOUS TREE I.S'CAL B&B � � - �� �� FERTILIZER 7YPE 1{20d0-20) � � HYt]FAl1UC MULC.:1 hL4TFix � � � � -�--- � --. SEE�MIXiURE 25-151 � � � � � �� � FERTILIZER TYPE 1{2Q-10-2�) � � ' � � I HYOW7l1LIC h1ULC`1 MATRU( ' �tCIrJUOl15 TREr 2.5"CAL 6&0 , ' � � � '�� , � � � SEE�t�I1XiURE 25-131 � � � I � �I I I � � � �j�j�� FERTILIZER TYPE 1(20-10-20) I I � �I I I � � � EC BLANKET CAT 3 I � I I /�'�`\ II� � I 0 25' S0' \ EASEMENT I I I� II �I �I � I I I I� II �I �I � I a I I j� jj °;�j �j I I � I � � I � � � I — I I II I I 3 I � I I I I I CONSTRUCTION LIMIT - D i i i i HADLEY AVE o � ii i� + - 2 ��I�� - - - - � � O W z � Z rn � � 14'LA � J N � 1033 1034 1035 1036 12'LEFT TURN LANE 1038 1039 1040 � — _ - + I HADLEY AVE 14�wNE � U �„ a o g �x a� R/W _ � `—CGNSTFL�L7ICHY LlMIf � I EASEMEN7 •t _ � S:[:��. r.:[• . - - �,-F a c.t,�E�,,� C C1TY �� CaTTAGE GR�V�, MN i b5 _ �'RELTMINARY 90 IQ �i� � J�ant�C il1RF CSTABL:SN�V1�fJT AND LAhlQSCAPIS�G f'LAfJ _ '';ti�';� �; � C['i1VE _ HAOLEY AVEIJU= HA�LEY AVEN E IMPR VEMEPl� - A�]fii� Z�, 2�1� ;,;; .��,�Ms.;.... U D 5 .rra:;.•ec r��er�F�iecar�A�`ro3C�ritvry^e� S. �.�:i.r�•.55...� ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� �� i � ��S I T�E ���o ��LL" DISK DISTURBED ARFA BEYOND o�p� CONSTRUCTION LIMIT RIGHT OF WAY o� o��o m�� i I HADLEY AVE i ! = 3 0 o� � I ^ a�= _ - - - - - o ��>o r — — — � �o�o rn o � � NE f 14'LANE _ � � 1041 12'LEFT TURN LANE 1042 1043 1044 1045 1046 1047 � � — o HADLEY AVE T Q � 14'LANE � 12'LANE y � 14'RIGHT TURN LANE -. - - - - . . . . . . . - -—-._-�,- ". � '�.� �, . . �.I_ � � , RIW CON5TRULTIOfV LIMIT J . — —� � .----' -- ---- -- — '� � � . �� i �j - — I N EASEMENT — a � � , � � � �� f� ' N � F_:aSEMENT ....`�. � �0�,TYPE LAWid W � 6� � �I `�\•� ''..•�{ OECIDl3�tJ5 TREE 1.5'CRL 6&6 � p 25' 5d' -� SEEO M1krL1RE 25-131 ��� -�- r=� FERTILLZERTYPE 1[20-10-2d} � f rSY6RAVUC Ml1LCH MATWX � i SEED MlH�l1RE 25-151 ' �� � _ _ _: FER7ILLZER 7YPE 1{29-1d-20j . OECS�t9DV5 TREE 2.5'C'1L B&6 HYqR.AVLIC C•il1LCH hiqTRlX I �i ..--.._— SEEp blf.CfL1RE ZS-131 I �I . � �� FERT[L[ZER TrpF 1[20-10-20} � i I . . .. � � ' cC 6LAIVF�ET CA7 3 � I � ' i� I II �Ol1TLGT Q 2P,' 5Q' I � I I I � - � � II r' I i II � `I - I i „ I� I � '� = A I _ � ., ,�CONSTRl1C714N LIMiT ,�a�yy � 'i f-] : �'_ �NADLEY AVE �' I � _ _ - — - - - -- -- - - --- - - - -- ----- --- -'� -� - -, a - - , � : ,__, - - - - - - - - - _ , z -- - - - - - • . .. -. - - - - - - - - - - _ _ _ _ rn � .� -� � �. HADLEY AVE � i4��arve � 1048 1049 054 1055 V — 12'LEFT TURN LANE 1050 1051 _ _ + CI7 14'LANE y I -- � ---- ox — — — — — — — — — — — — — — — — — — — — — � m _ _ — — _ I � -o � I _ _ � — — I I ' � � I R/W °° � h EASEMENT CONSTRUCTION LIMIT I � i I � CI7 _ � ---�L . � I�n 1 ;.�,. ,.a.:�. �,-= a t:t,�E�,,� C C1TY �� CaTTAGE GR�V�, MN _ - _ . k, �'RELTMINARY 90 I� � �i� � J�ant�C TURF CSTABL'Stf�VlffJT AND LAhlQSC.APIh:G f'LAfJ ��� Ap�'il Z� Z016 crc��e � t�.� �.� ;,;; .,,.;,•.„,,.;:.,, Ha,��Er,a�Er�u- HA�LEY AVENUE IMPRD�EMEN�S - - =PNR•:�•fl: + r'ere F�iec ar�A�`ro3C�ritv ry^er S. �.�:i.r�•.55...� . ,..„.._��...; ,,� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 21� � � I I il �' I I I I �I �� I I �I �� I I ��,�, i i �I �� I I o��g � I� �� � � — o�Q� �� �� � �I I� I � �' o�p� � I� I� � � OUTLOT °�> I �I �I I I R� CONSTRUCTION LIMIT o��m � II �� I I - � �I �� I I m�� _��_ ' 00 � + � Q�;Q � i4��arv 95TH ST o ��>o � 95TH ST � 13'wNE `°`0 102 103 104 105 _ 106 107 1� z i--i J MED. _ � 14'LANE � U J Q m W Z � � a N a � � I I �' • V1 � � � �`�R�yy CaNSTRUCfION UMR � � -- "' ;; - I j ' �; - � '-'��� , o :s' so' I I � � � � 500,TYpE LRWN � � I • � - DECIOL1Ql15 TREE 1.�'CAL 6:4 . $EED Ml1CT4RE 25-17! � � �I FERT[LIZER TYPE 1(20-10•20y � � � � HY�RALILJC MLILCH hiqTRl7( . ��� 1.,: �1 i ,I I I � SEE�MIXTCRE 25-15] , . FERTILLZEF TYPE 1(20-IQ-2a} � p��1011[}45 TREE?.5'C.'�L SAB ���' � � - HYbRAVLJC Ml1LLH Mq7Rll( /.�' ;����'r� ' � � HAaLEY AVE ------ 5EE�MIXil1RE 25-F31 .., . —<�- y I � � � ' �. FERTILIZER TYpE 1[20-10-2d} S�E RO�N�ABuuT I.AI4DSCiVnNG — _ f, � '-=� , ' � ��� ����� cC 6l�7NKET CAi 3 �CONSTRl1CT[ON LIMff SHEETS 171-173 \ _ ���� J' . , �� /, �� 95TH ST , -- - _/_� -- - � ---- f --- --- _ ' � - - -.- - ---- - - - - - - -- - - -- - - . -.-- - - - � - - - - - - - �! y �, � � -. - _ . _ - , - -- , - _� �`�i' - _\\ ''`i �\\`- `ll �- - - -- - i � ,�.� � /�' �\ I` '�,. . � . . � -.. - 'i '�}'f � / - _ � - - � - - - - - - - - - - 1 - - - I I �- � _- _ - __ -- - � i I ` �'I I � _ � Yi � - - �. ,�.�� - - - _ —�� - - - �� }I, �1' //�� /�� � _ _ � _ -- -- i� 95TH ST - -1,q - - - _ -- iii , iiz T��-�n�'��__��_,=;� ��. � _ / _ ''_ .'A�� -<�---� — t11 _ Z s — - � - � — J— - _-�_��- — � - �---_- _���:��_yY.��.�r..- - - - -_ - - \•`\ \` �•���� - Z m - - - — _� _�----�- - - - - -----�------- - - --� ���4eEcin iso-iii-oa3 _ _ - - r �� ..� . � _ . - - � 5TA.1 I 3+93 .-._ _ . _ .. _ _ � - - — - — — - - - _ . . . � �� � . . . - - - - - � + _ _ _ _ ��� �-_ _ - - -- -- - -_ �;. �` ^�9 - - -- _ -- � o � ,� - - ti - i - - - i, , � � o � - - - . � , _. . _ _ , - . - � - i -�� � �� �� � - � �; - - - - _ _ �� -'rJ r�� �.r� .�.:r� � . i I_ - �- ' �'��.r������������� - _ _ ,� y�i -- - - _ - - - - - - - �� --- - - - � - -- - - - - i _ � ���� J �� � . :: � - - � - - � - - - - -- - � � � �� - - - - �`ftrn- � - - - - � �coNsrRurncri uMrr i I��� j, ', , N c !` i� i " I �li�J i A�.'Y � ..I :��. . EASEMENT i i �, '. �.� , i, ! � � � i + I6..�.�_ � l tJ _ _� _ _I • _ + � ii:�� - k� •S d - : �_� U 25' 5il' } - I - - $, � _ -_I � - -. -' � � �[ ', '- ., � ;.�� ,.a.:�. - - �,�F � t:t,�E�,_� C C1TY �F CaTTAGE GR�V�, MN i 68 _ k, i�RELTMINARY 90 I� � �i' � J�ant�C TURF ESTABL'Stff�VffJT AfJCY LAhlQSC.APIPiG PLAfJ Ap�'il Z� Z016 Crc��e , � ���� �.� ;,;; .,,.;,•.„,,.;:.., 95TH STREEf SQUTH HA�LEY AVENUE IMPRD�EMEN�S - - •rrrz.�;.•ec .�: � r'ere P�iec ar�A�`ro3C�ritv H�c< S. �.�:�.r�•.55...� ;,,,{. ,..„.._��...; ,,� 5AP i 8�-1�7-D04 8�5AP 18�-1 1 i-0�3 2�� �J / \ � - , �� '\ _ �RryY CDNSTRLIC710ML1Mf7 _.-_ _ _ grJ'THST __ _- _-�-�-__�--------------__ _ - - - I= _-�� ,�� ���� --- -- - __--. . _- _ _- --� - - -- - � - - - - � -----_-__----_-_-� _-- - --------- T � _-_ J li��!J!J �J � �� '1 �1 �J-J r J-� � ___-__. _ _ _ _ _ _ _ _ _ _._ . _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . --- _ _ _.- � - _ ._-- ___ ____-___`__ _ � ''i ..i7E.-. ._ ._--_ --.__�----_ _ _ _ ____ .-- `�?d° = 116 117 118 119 120 121 1ZZ _ 1: `°`° z 14'wNE � 95TH ST rn � � --- ----------------------- C!1 ------- --- --------------- — -------------- -------- T + ------------------------------------------------ ----------------------------------------------------------------- — ------ -------- — — — Ul - - - - - - - - - - - ` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � � CONSTRUCTION LIMIT R/W \ ��� � p '5' 5ff' �. ��. S+JO:TYPE LASh'i� � DEC7pUQl15 7REE±.S"CA BP.9 � SEED MIXTURE 25-131 FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX SEED MIXTURE 25-151 � FERTILIZER TYPE 1(20-10-20) , DECIDUOUS TREE 2.5"CAL B&B HYDRAULIC MULCH MATRIX SEED MIXTURE 25-131 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3 u ux o� - :�a:�- r•:t• . �,-F a t:t,�E�,,� C1TY �� CaTTAGE GR�V�, MN i b9 _ . �'RELTMINARY 90 I� � �i� � S�ant�C TURF ESTABL'Stf�`AffJT AfJCY LAhlQSCAPIS�G f'LAfJ - Ap�'il Z� Z016 crc��e � t�.� �� ;,;; .,,.;,•.„,,.;:.., vsrs+s�R��rsourH HA�LEY AVENUE IMPRD�EMEPl�S - =PNa::�•fl: + r'ere F�iec ar�A�`ro3C�ritv ry^er S. �.�:i.r�•.55...� - ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� �� I '� i - ' - � _- i � o� ; - _ � _ � � _ a 25' Sa' - ! T t'E . l � I � _ - � ���._:_'i _ - �_� � �,. _ r��-�_! J � r r� - � I_ _ . .. . I I . ., . . — . I - � - -- F��}�o .. _. z � � _ F �o�o w w = CONSTRUCTION LIMIT z z 5 5 � DISK DISTURBED ARFA BEYOND � � � � / RIGHT OF WAY + � � I EASEMENT o ❑ BASEBALL FIELD-SITE RESTORATION SPECIAL I e CONSTRUCTION LIMIT EASEMENT ❑ ❑ o{ i � 1 ': SOD,TYPE LAWN DECIDUOUS TREE 1.5"CAL B&B SEED MIXTURE 25-131 /� � � FERTILIZER TYPE 1(20-10-20) ' '"• HYORALJLIC MULCH MATRIX � , SEEp MIXTUFtE 25-151 , ', FERTILIZER TYPE 5{2D-16-2�] , ❑ECiOLspUS TREE 2.5"CAt 6&6 HYORAIJLIC MULp-I h41TR11i . /� , - - , , SEE�hIIXTLIRE 25-131 i.• .� FERTIL[2cR TYPE 1{2�-10-ZO} . � � — — _ ._ . . ...._... -� EC BLWVKE�G�T 3 _ � — � i � - _ !� � / _ � ------- --------- � ( /� / _ CONSTftl1CT10N LIMIT - - __ i � E'1SEMEN7 --- - --- __ � 1 . �` �— — - - -- — -T.�— . . . �� �J �y � �� '� ---- '` � . _ . � ,'. ,�� � � � �f ti �f � V` � . �� . J'�/ ,,/ � �j /� � ����tn h �� l r �.,..._ ` I � 'j . /�!i-'-� /� -- __ _ - -- -- I � `'``-.k-��'� `v � � �'� _ 11 ` /.� - — -- :'`'✓-�—.---= --�:�`�-�� i l � � - - - �- - FASEPiENT -- > _ , Il . r _ � 1 _ �� �� K � ���--�,-�_ ' 1 CONSTftL1Cf10N LlM1T J . � � . �f �` � -- Y_ � yl __Y �� . I`� : �. - _ _ �t, /���\ r� J � ,� _1 h f��r'��'� `i j" — I r+ � ._R:� � _ ' � � ____ _. . 0 25' 50' ❑ ;.[? �:k�F• . a t;t,�E�,,� C C1TY aF CaTTAGE GR�V�, MN _ _ . r,k, i�RELTMINARY 90 I� � �i' � J�ant�C TURF ESTABLlSN�Y1ffJT AfJ�LAt�QSC.APIP:G f'LAfJ i 7� Ap�'il Z� Z016 Crc��e , � ��.� �.� ;,;; .,,.;,•.„,,.;:.,, SGHQpL L1TELiTY EASEMEfdT HA�LEY AVENUE lMPRDVEMEN�S - - •rrrz.;rec � r'ere P��ec ar�A�`ro3C�rrtv H�c< S. �.�:�.r�•.55...� . ,..„.._��...; ,,� 5AP i8�-1a7-004 8�5AP 18�-1 i i-0D3 21� �� -'� �//// '� " \ \\ � --- , _ ./ =- � - _ -------v�--��-- ---- � `� - - �- -_== =_---- -_---- -- - -------------- ==-- '�� ____ � -_ _- - ------- -- :_ ` ""' _ \ _ : �, __ ,. - =: �� - . . �. __ ,r : .� _ ; ; � , ,. , I _ -. J , � \ .o\ , \ \��.. - � '��f ____ -- AT \ \�' \ '� ------ - --- - 26 � .�� . — - - ---____ ,,` `�• � � \,i `��� I � �� DM �� `�� � '', , ;. � - ' ` , � - - ; 42 ,� ,• , '� . �. � - - \ , ,, i . J�� /����;�, _ �, � �� � 000� . j� ' , r �'1 x� \ pA 1�� . � ,._r-l', � ��=� ` �y ��I .... o�� �� / � ��r�.�' . , � � 1 1, � •. f� ++ � ,f:� ;,� , � Z4 � � _ . ` I il r r +11 - ._t" "" �r. _ ,1 11`. ��. t � � �� � � f � � ' i 1 �� . i I � : i I � � I I i 1 �I i I i i � i �I ' � ��� 11 I I I I .--- '; i�. 1 I I � � I 1 I �; , � � i i 95TH STREET 00 �� ' � C + �i - i ' I '� I I� w i1 I �r i � � �v _ • il 1 �� I � � I 1 � h � i i — — .�'-,— 1 il � ' � y II � l I I ' _�.. s� u� 1 i 1 ', '.�ti��' � I f � / - i � t i� � f / ��� I� �1 i Q W 1 � f _ ; } �+ ' �r i /r,' � + -_ i. w s ` ; •` .� i I r w + — ' n y , 1'� � �;.��. i r � ! '- ti� �', ¢ i � ` ' _ -� 4, i , ¢ i ti`', _ ` ''� �1, ' �.��`=� '�i � w � ,' � ,', r � ' _;-?�'f:.�,:.� �:.,�_ BD i o � ��'�, {� � ` � � ¢ � �� , �� 1� , _ , � -------- -^----- ------------ - �`� �'�� B�ULOER (TYP) , . , , ,, __ _________ / �1'� '�.` �`�; I �i�, �r �� I 1 " i/ "=°=�.,�....�r3 -----�µ ��� � � - �' i �j' I ♦ ' ---- - - ��1 . � � -. ... _ ..� � , � � ---� � ----�- r���.�- � , n -- - - ______ -� - - � - - - - _ _ �_____ - �� - .. � i� - � � -- 95TH STREET ` ' � � � � � � � � � � � � � ' � ' � � \ � � � � �' � � � _ � �' '� _ ------- N _ ,` , -Y � - , � .. ` _` % -� �\ ~\ 0 5' �[7' r � ` ti �. � �/ . - S.C+�. rr.[. . _ a t:t,�E�,,� C1TY aF CaTTAGE GR�V�, MN 171 _ �'RELTMINARY 90 /� � �i• � Stantec TURF ESTABL'StfMffJT AfJCY lAMQSCAYING€'LAfJ �_- - I-►���I �7 GU1U Ci['i1VE � c���r ;�;; .,,.;i•.„,,.;,,, HAdLEY AVENIfE ANi7 95TH S7RE�f SQi1TH HA�LEY AVENUE IMPRDVEMEN�S - / i�.� �oy(Crity r'1^eI ."""'." �'�F���<.,•�e � ,�:„,._���.�.5' ,;� 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � � DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS,CO-DOMINANT SET TREE PLUMB AND MAINTAIN THROUGHOUT WARRANTY PERIOD. TREES PLANTED SO THAT THE ROOT FLARE IS BELOW """' LEAO�R3 AN6 BROKEt+f Oft 6�Ap SftANC�iES, THE SOIL LINE OR NOT ViSIBLE MAY 5E FEJELTEO. _.--. SOME INTERIDR TWlGS ANQ LqlERAL SRANGMES �� ? � EACH TREE MUST Bc PLANTE�SUrH 7Hq7 TFtE RCrdT FIARE IS VISIHLE AT - MAY BE PRLJNEO;HDWEVER�O ADT REMQVE THE `? % 7�E TOP OF THE RO�T BALL. TREES N.'HERE THE RO�TFLqRE IS NOT VI513LE - fEFtMiNAL 6LJ�5 OF 6RA.�eCHES THAT E7(TENO TD �`� j"�' SHALL 9E REJECTEQ. a0�OT CQVER THE TOP pF THE RO�T OAIL N9TH SOIL rnICKENEp 5TEh1 GR�,� _ THE E�GE�]F THE CRO�NIV. � �"�i ftDOT 3AL!5 OELII+ERE�WITH TNE RQQT FIARE MORE THAN 4"BELON�THE . �c � i0A pF THE BAL�4VIlL BE REJECiEO. SEE iliE R60T F44RE 6tqG1�AM — f�l�OF ROOT FLpRE _ ❑URING TNE SPRING PL4MTING�S£ASUN,ANS� ��� �� MVLGM AS SP�CIFIEp,p0 NOT F�ACE M�JLL;H IN CONTAC7 WITH TREE TRUNK. EVERGREEfd PLAHT OELIVERE�WITH NE'N � � _ ROOT FU\RE MUST BE CLEARLY VI518LE�VfiH f•1i;L[Ff PULLET_�AWAY _ _= GROWTM!N A6VFUVCE BTAGE OF CANOUNG DVT � �� MAIN7AIrJ tHE MULCH 1NE��6-FREE FOR q MINIMUM dF THREE YE0.R5 A�7Eft � � U PLANTING. pIACE MULCH N'ITHIN 49HOURG DF SECO�l�WATERiNG. FRnht tHE 7RUNK. 7F�E C4Nr;OT 6E SCrTfriG 1N A DEP�.,'ESSIO:�1 SN N�1LL SE REJEGTEa. E'JERGREEH CREES NOT C]R�ER TO EX�OSE RDOT fl,4RE. •� F=CEJEG7Ed ANd THOOE�$TH TERM NAL LEl1DEft5 �� � }��9.Y''`�sY OIG HpL�Pr.ftOOT SALL�IR. SGARIFY THE SI�ES AND 6�TTOM OF THE rcpLE I _ EkCEEQiNG'390 MM(12"1 IN LENGTH WiLLAL50 BE � � 9EFORE QLACING THE TREE IN THE PI,ANTING hipLE.dACKFILL WITH -- R�J�CTEp �^'y � ��Fk M0�71FIE0 PLANTIIVG SOIL AS SPECIFIED ANO CQN6TftUCT4"HIGH EAHTH '" � � SAUCER BEYON�EDGE OF ROpT BALL.WATER TH6RpUGMLY 41�ITHIN 2 � � STAKE 7REE8 ONLI'qS S?EClFIEp qT THE �;�� NaVRS. �. -'�`-, ❑3FiECTION�F LAIVdSGAPE ARCHITECT �� � v"�� ��r o REMOb't ALL Tb1�INE,ROPE AIhU W IRE,ANu BU�ZLAP rROM TOP HALr Gr R06T - WRAP TREE TRUNKS ONLY AS SPECIFIED S� BALL. REMOVE ALL PLASTIC WRAP OR ROPE FROM ENTIRE BALL � � � �o�o AT THE DIRECTION OF LANDSCAPE ARCHITECL � � � � IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL,CUT THE MARK THE NORTH SIDE OF THE TREE IN THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN INTO PLANTING HOLE. NURSERY,ANDROTATE � � � i TREE TO FACE NORTH IN THE FIELD �'� PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL � � � � � SET TOP OF ROOT BALL FLUSH TO GRADE OR I I I— ��� I I I I—_ TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO . . IN.HIGHER IN SLOWLY DRAINWG SOILS. I I I=I I II I I I I I I=I - THAT ROOT BALL DOES NOT SHIFT. THE SOIL LINE AT GRADE SHALL NOT BE ABOVE THE ROOT FLARE. SCRAPE AWAY EXCESS SOIL FROM THE TOP OF THE ROOTBALL IF MYCORRHIZAL TRANSPLANT INOCULANT TO BE =I I I I I I I I I—I I , I I I I—I�I PROVIDE GRAVEL FILLED DRY WELL FOR POORLY DRAINED SOILS AS NECESSARY TO EXPOSE ROOT FLARE. ROOTBALLS DELNERED WITH ADDED AT PLANTWG TIME PER MANUFACTURER'S —I I I—I I I— ��� �� I I=I �fl 1= DIRECTED BY THE LANDSCAPE ARCHITECT. THE FOOT FLARE MORE THAN 2"BELOW THE TOP OF THE BALL WILL BE o�RE�T�oNs. III—III-III- I=I__= _ _-IIIIII-I R O OT FLARE DIA GRAM REJECTED. il ,III���III���II II III� � III���III,,,III TYPICAL EVERGREEN TREE PLANTING-BALLED AND BURLAPPED OR CONTAINER wEED BARRIER AS SPECIFIED. A NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LFADERS AND BROKEN OR DFAD BRANCHES,SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED;HOWEVER DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. DURING THE SPRING PLANTING SEASON,ANY EVERGREEN PLANT DELP/ERED WITH NEV✓GROV✓TH IN ADVANCE STAGE OF CANDLING OUT WILL BE REJECTED. EVERGREEN TREES NOT FULLY BRANCHED FROM BOTTOM TO TOP WILL BE REJECTED AND THOSE SEf TREE PLUMB AND MAINTAIN THROUGHOUT WARRANTY PERIOD. REMOVE ALL FLAGGING AND WITH TERMINAL LFADERS EXCEEDING 300 MM(12")IN LENGTH WILL ALSO BE LABELS. REJECTED. EACH TREE MUST BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOT STAKE TREES ONLY AS SPECIFIED AT THE DIREC7ION OF LANDSCAPE ARCHITEC7 BALL. TREES WHERE THE ROOT FLARE IS NOT VISIBLE SHALL BE REJEC7ED. DO NOT COVERTHE WRAP TREE TRUNKS AS SPECIFIED. MARK THE NORTH SIDE OF THE TREE IN THE TOP OF THE ROOT BALL WITH SOIL. ROOT BALLS DELNERED WITH THE ROOT FLARE MORE THAN 4" NURSERY,AND ROTATE TREE TO FACE NORTH IN THE FIELD. BELOW THE TOP OF THE BALL WILL BE REJEC7ED. SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2 IN.HIGHER IN SLOWLY DRAINING MULCH AS SPECIFIED,DO NOT PLACE MULCH IN CONTAC7 WITH TREE TRUNK,MAINTAIN THE MULCH SOILS. WEED-FREE FOR THE DURATION OF THE WARRANTY PERIOD. PLACE MULCH WITHIN 48 HOURS OF SECOND WATERING. MULCH SHALL BE INCIDENTAL TO PROJEC7. CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITEC7 OF ANY POTENTIAL DRAINAGE ISSUES DIG HOLE 3x ROOT BALL DIA.OR AS SPECIFIED FOR SOIL CONDITION ENCOUNTERED WITH TAPERED PRIOR TO FINAL PLANTING. INSTALL APPROVED DRAINAGE MATERIALS AS DIREC7ED. SIDES. SCARIFY THE SIDES AND BOTTOM OF THE HOLE BEFORE PLACING THE TREE IN THE PLANTING HOLE.BACKFILL 2/3 WITH MODIFIED PLANTING SOIL AS SPECIFIED FOR THE SPECIFIC ADD MYCORRIZAL TRANSPLANT INOCULANT AT PLANTING TIME PER MANUFAC7URER'S SOIL CONDITION ENCOUNTERED AND WATER THOROUGHLY WITHIN 2 HOURS. BACKFILL REMAINING DIRECTIONS. 1/3 WITHIN 48 HOURS AND CONSTRUC7 4"HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALLAND IF PLANT IS SHIPPED WITH A CONTAINER AROUND THE ROOTBALL,SLICE SIDES OF WATER THOROUGHLY. CONTAINER AND REMOVE COMPLETELY. USE FINGERS OR SMALL HAND TOOLS TO REMOVE ALL TWINE,ROPE AND WIRE,AND BURLAP FROM TOP 1/3 OF ROOT BALL OR TO 2ND RING PULL ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL,THEN CUT OR PULL APART OF WIRE BASKET,WHICHEVER IS GREATER. REMOVE ALL PL0.STIC WRAP OR ROPE FROM ENTIRE ANY CIRCLING ROOTS. BALL. TO IMPROVE TRANSPLANTING SUCCESS THE FOLLOWING VARIETIES SHOULD BE IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL,CUT THE WIRE BASKET IN SPRING PLANTED ONLY: BIRCH,BLUE BEECH,ELM,GINKGO,IRONWOOD,OAK, FOUR PLACES AND FOLD DOWN INTO PLANTING HOLE. PLANTING AS SHOWN ON PLANS PaCO�A�OGW00�,POPLAR,PRIJNUS SP.,REO MAPLE,AN'��NILLOV�'. i � � PL3CE RODT 6ALL ON FIRM L1NExCAVATE�aR iqMaEO SOII. � �EXTRUbED CONCRETE EGGE RESTRAiNT PP,LINE SR.af7CHE5 76 A h11NEMLJr1�F 8'TO ALLOW R]R A[L�.7R SIGtiT QiSTrWCE.. ,rr l SET LCJWER E�GE 1"ABc:7VE ApJACENT . TAMP$Qi�AROUND BASE OF RQOT BALL FIRhILY W1TH FaOT PRESSURE SG THRT ROOT BaLL�OE5 j' 7LIRF GRA�E. SEE SPECI�ICA710N5 . . NOT SHIFr. �• y k—h1IN3MUM W1�TH�F PREPARE� � . r�l 3" � 5O[L FOR SDIL CDhlDIl7afV5 � � SPACE TRcES ACtO�DING Yp p1AN5. TL1RF ,._ � I � �A .e e _ - II - - .i�.:� . — -. .�-- --_--. __— '_- �- .. . , �-���� . , .i — -� 11N�ISTl1R8E0 SLJ8501L �'� . . . . �. . � I�� �;ti:. � r':.._I�� � ( � I� � ��I I I f y' 4'.TQ G"OEEPER r I I I I I I ���� �— � - _ - i �f���,, �II ��1--'I :- :irrlll I 1- 1 i llll �I I I I�v,,.. _ } THAN RDOT&4LL I I I I I � i'_ i'i 1 i— : _-,!I1- ����_.��4�. f.. ._ i� ,., < .`�i"'� .�� _�II_I_� II� �II_IIIl 1I�� _ I' _ II I —�I'—�11 �I�f�k�2: ;,..-i _ - ':;i•,—il�- '��- II�— • �I ��� -I�I"=�II�"l�l.�l�l" ��' -.i � — i��—I'— !�—� --� -- --- --- --�_-1�—r��—�Y— -- . I I-1 I I-1�I-1�I—!i i=i i•—• ;- � TYP]CAL OECI�U�lJS TREE PWIdTING-BALLED APiD SllRlAPP��OR CflNTAIP7ER -- - -- - __ wEEo snRatER as SPrt�FiEo. � E](TRU�EO C�PiC[tE�E EOGE FSESTi�AINT •�": s .1.�' i.[.?'. :�:krF• . AF.nTI:..fp:i.•.��...N'.���t�. :�+1�.��. ��.':Yk:�':�'• ��' �y�7pq µ,h�y� �,t,�E�, � ClTY �F CaTTAGE GR�V�, MN - ""�i��'a�4:1��%Yl"ln''� g��I� � �' � S�ant�C TURF ESTABL'Stf�VIffJT AfJ�LAhlQSCAPIhG f'LAfJ � 72 r e�i.:i..�.e Ci['il V E -- �,t���� ;,;; .,,.;,•.„,,.;:.,, �7EfAlLS HA�LEY AVENUE lMPRDVEMEN�S - - •rru:;.•ec :•..�:.-i.� � r'er�F�iecar�A�`ro3C�ritvry^e� S, �.�:i.r�•.55��? .. �„�„ �� - ,..„.._��...; ,,� 5AP i SO-1�7-004 8�5AP 18�-1 i i-0D3 2�Q w o IF PLANT IS SHIPPED WITH A „,,,, CONTAINERAROUND THE ROOTBALL,� SLiCE SfGES OF COMiA1NER AN� �_ REMC+VE 4'DMQLETCLI'. IJSE FINGERS �' DR St�+1AL+HAND TQ4L5 70 PVLL � .,� Ra0T5 Ol1T OF THE qUTEft LA'+Eft OF ��� - _ PpTTIiVG S�iL,T�-lEN GL17 C7R PULL APAftT RN5'CIRCLING R60T5. RC�OVE 1 ;�AUi_CH AS SPECIFIE�. DD NDT PLACE h9ULCH IN CON7ACT VJITH THE PVa�1T. - ALL RD�E,TVI�INE ANb BL1FtLAs�FROM TOP HALF 6F RQUT 6AL�Fi2QM B&& ' ��� MAtNTAIN THE N1U�CH WEED-FREE FOR THE DUfiA�ION UF THE WARRENTY - - SHRUSS. � MLILCH AS SPECIFIEfl. �D NOT �ERI00. Pi�4CE MULCH WITHIN 45 HOURS OF SEC�ND WATERING. �Y � } " ir. PLACE Ml1LGH IN G�7NTAC7 WI7H ��'v i � ��l ❑IG HOLE?ac ROO?�AIL DIA.. SCARIFI`THE 51[lES AN�B�TTOM OF TNE HC1LE Rfl NG7 HEAVI41'PR�NE AT PlANTIkG. ,,� f�w' �� ,� _s �Y r� �� � THE PLAN7. MAIN�AIV�}I�Ml1LGH % BEF�RE PLACING THE pLANT IN THE FLAN�ING H��_E.RACKFILL WITH - PRLJME ONLti'BRaKEN�R�FA� � 1 - WE[0-FREE Ft]R�f1E�URATIGN QF -__ 6RANCkES,REfAlNlNG NAiURAL FOstM. ��� f�,, �' � TH�1M1'AkRANTY P£RIQtJ. PLACE 1 FA�]OIFIED PLAN i ING S�IL AS SPECIFIE� WATER�HC�R�UGHLY WITHIN 2 �:�—��� 5•s : f MULCH 1rv7THIN 4f1 HOURS OF � HUl1R5. DLJRfNG TiiE SPRING PLANTING � '�'. �F � -� , '� �I���< < SEC�N�th'ATERING. �� � SEqSON,qHl�EV�RGREEN SMRIJB '� � �`y�' 1' =� R%�� /� IF PLANT IS SHIP�E�W1TH A CDNTAINER AROUN�THE ROOT6HLL,SLICE aELlVERE�WITti NEW GROWTH IN 'I •Nr ' �F'V� r J SIdES OF CONTAINER AN�kEMuVE C�MPLETELY� USE FINGFRS�R ShAALL - AflVANCE S�qGE QF CANaLING OUT `� '� � �— DIG HULE Sx ROOT 9r7«pIA.. SCARIFY THE SIOES AND BaTTGSA �' /I HAND 7QDLS Tp PUiL RO�TS DUT qF THE OUTER LAYER aF Pc]TING SOI!, . WiLL 6E REJEC7Ed. ��. ,.� r� �-�a .�,� iJF TNE HOLE BEFORE PLACING / �' � j THEN CU7 OR PULL APAkT ANY GIRCLJNG R�O75, �- ,� "� � � / . SET�OP pF ROQC B�ALL FLlJSH 7G �� - / `�� �- -- THE SHRU$IN THE PLANTING HOL@. SET TpP pF R�OS BAL�fLl15H TO GRAOE�R 1-2 IN.HIGHER IN SLOWLY GRA�E OR 1-2lM.HiGFsERlNSL�WLY '� f�� l BACKFiLL W1TFi M�DIFIE❑ PL4Ni ING S�IL AHI7 AOa ANY SQIL QRAINING S�ILS. ❑RAINIMG SC]ILS. ADa MYCdRRHl�AL -- - ' � - ' � - - r��-' .�'i_�.. ...: . . .>y..•..I..� . _ : �. 'I' � ..,:._ TRANSPLANTIN�Cl1LANTATPLANTIHG � �. :' AMENOMENTSORFERTILJ_'ERSAS ,: "�I I—^ I:�� A��MYCDRRHIJIL TRAN&PLANT INOCLILANT AT FLANTING TIME PER 1141E PER MANl1FACTVRER'S � SFEClFIE�AN�CONSTRLIGT 3" i 61REC�IRNS. �I �I,'. HIGN EARTH SAUCER 8EYON� J_�i MANUFACTURER'S dIRECTIONS. . I.� I�� i —� �,i ii i_. EOGE DF P�C�T BALL. WATER - ,I I, I I� I `?I I I I� � � � � SpACE P�arvTS A����ORC�ING To��N. � -: . I I I�I I' . —I J I—' THORDl1GHLY WITHiN 2 NdIIRS. °� i i . i_ -.r • _ i, - ' —II II �r II�—I' ��`��.'_ - � —�II— I I'—'il-�� -i�� - I - I - I - '— I—�II— - - �� �SPACE a+�1Hr5 ACCUr,fl1NG rQ vL,v�IS��� A SHRUB PLANTING DETAIL-CONTAINER GROWN C TYPICAL PERENNIAL PLANTING � � � � PLANT SPACING(ON CENTER) P=PLANT SPACING,R=ROW SPACING P(FT.) R(FT.) Q� Q� 50 43 �P�` 6, 58 STREET TREE PLANT LIST 83 72 � � i.00 s� SYMBOL BOTANICAL NAME COMMON NAME QTY SIZE COMMENTS i.zs i.oe i.so i.so DECIDUOUS TREES P R z.00 i.�s OT SPECIES TO BE DETERMINED OVERSTORY TREE 148 2.5"CAL. SINGLE,STRAIGHT LEADER z.so z.i� UT SPECIES TO BE DETERMINED UNDERSTORY TREE 79 1.5"CAL. SINGLE,STRAIGHT LEADER 3.00 2.60 � � � 4.00 3.46 5.00 4.33 ROUNDABOUT PLANT LIST 6.00 5.20 SYMBOL BOTANICAL NAME COMMON NAME QTY SIZE COMMENTS B TYPICAL PERENNIAL LAYOUT DECIDUOUS TREES KF ABIES KOREANA KOREAN FIR 3 8'HT. FULL FORM TO GRADE PERENNIALS/ORNAMENTAL GRASSES PA ASTER'WOODS PURPLE' PURPLE WOODS ASTER 24 1 GAL BD HEMEROCALLIS'BAJA'DAYLiLY BAJA DAYLiLY 18 1 GAL AT GAILLARDIA ARISTATA'RED SUNSEf' RED SUNSET BLANKETFLOWER 26 1 GAL OM OENOTHERA MISSOURINSIS BIGFRUIT EVENING PRIMROSE 42 1 GAL C.� - :'.[.'- �'�i' ' .�f.:t11:...IR��.•.��...H vf".� xkI�::i t;t,�E�, � C1TY D� CaTTAGE GR�V�, MN _ ;;;���t��l��£Vi4R�1� 90°% � �• � Stante� i 73 ;�� C['i1VE Tl1RF ESTABL:Stf�VIffJT AfJ�LAtVQSC.APIS�G f'LAfJ __ ��t,�� �H�.��..�.� „_ HA�LEY AVENUE IMPROVEMEN�S - � � �. DyperitY ry^eI , , �i�.�i...nt.'i:..t .�.a�,,•E�: ...�:.�•� ,�,�F���<.,.,e�� S..�.�:�.,...;� , 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� - .. ��•.., �: .. ,...,.._��....., .��� IRRIGATION DESIGN NOTES: iRRicnnoN scHeou� N 1. IRRIGATION SYSTEM DEMAND AT POINT OF CONNECTION:70 GPM MAX.AT 65 � � PSI MIN.CONFIRM STATIC PRESSURE PRIORTO START OF WORK.NOTIFY svrviso� MANUFACiURER/MODEUDESCRIPIION Psi �� ' I o��w LANDSCAPE ARCHITECT IF STATIC PRESSURE IS LOWER THAN STATED DEMAND. � � �� � /� � � ���NT �w o Q T H F RAIN BIRD 1806-U-SAM UB SERIES 30 / � / � � I R� ' TURF SPRAY 6.0"POP-UP SPRINIQER WIiH CO-MOLDED WIPER / / V I I o�o 0 2. MAKE IRRIGATION POINT OF CONNECTION AS INDICATED ON PL4N AND S E A L. 1/2"N P T F E M A L E i H R E A D E D I N L E T.W I i H � V � I -° COORDINATE WITH OTHER WORK AS REQUIRED.EXACT LOCATION OF SEAL-A-MATIC CHECK VALVE. � � � o�o= BACKFLOW PREVENTER TO BE APPROVED BY L4NDSCAPE ARCHITECT PRIOR TO ���� 0 10' 20' / / / I j °�� RAIN BIRD 1806-U-SAM U10 SERIES 30 � INSTALLATION.PRIOR TO ORDERING IRRIGATION CABINET,CONTR4CTORTO o � � F / � � I o�=g TURF SPRAY 6.0"POP-UP SPRINIQER WIiH CO-MOLDED WIPER �� CONFIRM THAT IT IS SIZED APPROPRIATELY TO ACCOMMODATE ALL SEAL. 1/2"NPT FEMALE iHREADED INLET.WIiH / � V �� 1 I - �° EQUIPMENT,SUPPORTS,AND ALLOWS SUFFICIENT ROOM FOR MAINTENANCE SEAL-A-MATIC CHECKVALVE. EASEMENT � � / � � � j � ���a ACCESS. ' � �0 e 0�❑ RAIN BIRD 1806-U-SAM U12 SERIES 30 o�a 3. THE IRRIGATION PLAN IS DIAGR4MMATIC AND INDICATIVE OF THE WORK TO BE TURF SPRAY 6.0"POP-UP SPRINIQER WIiH CO-MOLDED WIPER V _ a��w COMPLETED.IRRIGATION EQUIPMENT AND PIPING MAY BE SHOWN IN PAVED SEAL-A-MATIC CHECKVALVE. �/ V IRRIGATION POINT OF CONNECTION - - AREAS FOR GRAPHIC CLARITY.INSTALLALL PIPING AND EQUIPMENT ON / / 2"DUCTILE IRON SERVICE LINE,CONNECT I OWNER'S PROPERTY,WITHIN CONSTRUCTION LIMITS,AND WITHIN PLANTING o o e e e� RAIN BIRD 1806-U-SAM U15 SERIES 3o R/W WATER METER WITH 1 1/2"CORPOR4TION � AREAS UNLESS OTHERWISE NOTED ON PL4N5.TO THE EXTENT POSSIBLE, T " TT� TURF SPRAY 6.0"POP-UP SPRINIQER WIiH CO-MOLDED WIPER V TAP PER CITY STANDARDS SEAL. 1/2"NPT FEMALE iHREADED INLET.WIiH I LOCATE ELECTRIC REMOTE CONTROL VALVE BOXES OUT OF DIRECT VIEW,YET SEAL-A-MATIC CHECK VALVE. �/ V `�� ACCESSIBLE. L4NDSCAPE ARCHITECT TO ACCEPT ALL SPRINKLER,VALVE,AND � _ "'o CONTROLLER LOCATIONS PRIORTO INSTALLATION. 0 aane-vnnp�anE-vnN RAIN BIRD 1806-U-SAM ADJ 30 � � o Q o j p ioHe-vnrv❑. isHe-vnn TURF SPR,QY 6.0"POP-UP SPRINIQER WIili CO-MOLDED WIPER � � ���� 4. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL IRRIGATION EQUIPMENT AND SEAL. 1/2"NPT FEMALE iHREADED INLET.WIiH / V � � F � APPURTENANCES,INCLUDING ITEMS NOT SHOWN,BUT NECESSARY TOACHIEVE SEAL-A-MATIC CHECKVALVE. / �� A COMPLETE AND OPERP,BLE IRRIGATION SYSTEM. 0 6 6 O RAIN BIRD 1812-SAM-U UB SERIES 30 / I _ F � SHRUB SPRAY,12.0"POP-UP SPRINIdER WIiH CO-MOLDED / V IRRIGATION CABINET LOCATION 5. ALL PRODUCT APPLICATIONS AND INSTALL4TION5 MUST MEET WIPER SEAL. 1/2"NPT FEMALE THREADED INLET.WIiH / V I MANUFACTURER'S REQUIREMENTS. sEn�-n-Mnnc cHECKvn�vE. � I O O C� RAIN BIRD 1812-SAM-U U10 SERIES 30 �� I I I 6. FLOW R4TE5 THROUGH PVC PIPING NOT TO EXCEED MANUFACTURER'S � SHRUB SPRAY,12.0"POP-UP SPRINIdER WIiH CO-MOLDED / �� RECOMMENDATIONS. � ,�' WIPERSEAL. 1/2"NPTFEMALETHREADEDINLET.WIiH V /i � \ '/ �I SEAL-A-MATICCHECKVALVE. V/ �� 7. FULL(HEAD-TO-HEAD)COVER4GE IS REQUIRED WITHIN THE AREAS � �i�� �� �- i/i � DELINEATED TO RECEIVE IRRIGATION. svrviso� MANUFACiURER/MODEL/DESCRIPIION ��� i���/ i/i 8. IRRIGATION PLANS TAKE PRECEDENCE OVER IRRIGATION SPECIFICATIONS.ANY � RAIN BIRD PEB-PRS-D � ��- �%�� DISCREPANCIES BETWEEN THESE TWO DOCUMENTS MUST BE BROUGHT TO THE 1",1-1/2",2"PLASTIC INDUSTRIALVALVES. LOW FLOW SEE SHEETS 171-173 FOR � ��� I ATTENTION OF THE L4NDSCAPE ARCHITECT PRIOR TO BID OPENING. oPEa,anNc cnPnsi�[n,ci.osE coN�[cua,anoN.wrn-i i �%� PREssuRE REcuwroR Moou�. MORE INFORMATION,TYP. � �>)� ��� � _ _ _ _ 9. DESIGN INTENT IS TO PROVIDE AN IRRIGATION SYSTEM THAT PROVIDES � � � 0 RAIN BIRD44-LRC % ��� >>� SUFFICIENT WATER TO ALL PL4NTING AREAS AND LIMITS WATER FROM 1"BRASS QUICK-COUPLING VALVE,WIiH i �� �>�) , NON-IRRIGATEDAREAS.KEEPIRRIGATIONWATEROFFOFALLBUILDINGS, CORROSION-RESISTANTSTAINLESSSiEELSPRING,LOCIQNG G�( � ��)) � ��� SIDEWALKS,ROADWAYS,AND OTHER PAVED SURFACES.IT IS THE THERMOPLASTIC RUBBER COVER,AND 2-PfECE BODY. PC�` � ,� � �)) ���_ RESPONSIBILITY OF THE IRRIGATION CONTR4CTOR TO FIELD ADJUST AND/OR Z+ NIBCO T-113-K (�S�N 7 � i ' i � ����>> RECTIFY THESE CONDITIONS AS NECESSARY TO ENSURE THAT OVERSPR4YAND CLASS 125 BRONZE GAiE SHUTOFF VALVE WIiH CROSS � I � I RUNOFF DO NOT OCCUR. HANDLE,SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE � � I � 1" I I LOCATION. � � Yy" I I 10. IRRIGATION SUPPLY SYSTEM IS DESIGNED TO ACCOMMODATE POSSIBLE �� � � �., RAIN BIRD PEB 2" FUTURE EXPANSION,AND TO WORK WITHOUT A BOOSTER PUMP. � � SW �� I MASiER VALVE.LOW FLOW OPERATING CAPABILIN,GLOBE CONFIGURATION. I I� /�2 10.3 ' ` 11. TURF AREAS MUST BE WATERED AND MAINTAINED UNTIL ESTABLISHED AND I � �_ APPROVED PERSPECIFICATIONS. gF WILIQNS 975XL2" I �� � ��� � � REDUCED PRESSURE&QCKFLOW DEVICE � ���� 12. WATER METER TO BE PROVIDED BY OTHERS. CONTR4CTOR TO INSTALL PER �C IRRITROLTC-IS-EX-B � 1) ��1 14.6 CITY STAN DARD. H`BRID CONTROLLER,15-STATfON,OUiDOOR MODEL. 1" INSTALL IN LOCIQNG CABINET PE R DETAILS. _________ 13. IRRIGATION SYSTEM TO INCLUDE BACKFLOW PREVENTER,WATER METER,RAIN *COORDINAiE LOCATfON ANDPOWERCONNECTfON WIiH ---- SENSOR,CONTROLLER,CABINETS,PIPING,VALVES,EMITTERS AND ALL OTHER GENERALCONiF2ACTOR. COMPONENTS NECESSARY TO INSTALL A COMPLETE SYSTEM AS REQUIRED IN F _ _ _ e _ - lx9 - _ 6 e THE PLANS AND SPECIFICATIONS. IRRIGATION BID TO INCLUDE CONTR4CTOR O IRRITROL FS-200 ,� FLOW SENSOR,LINE SIZE. PROVIDED SUBMITTALS FOR REVIEW. SEE SPECIFICATIONS. / O IRRITROL RS500 � 14. SLEEVING LOCATION IS APPROXIMATE AND INTENDED TO SHOW INTENT ONLY. wiREo RniN sENsoR. MouNTas NoiEooRt�RovEo, �� i�/ 95TH STREET FIELD ADJUST SLEEVE LOCATIONS AS NECESSARY. coNNEcr ro coNrnoLLER rowER. � � � i \\ // / SW SPAREWIREPULLBOX � �� �� 15. CAPTHEENDSOFALLSLEEVESNOTCURRENTLYINUSE. rwo(z)coNnNuoussPazEcoNrRo�w[REs,swEiN �-__ __-� --- COLOR AND ONE(1)WHIiE COMMON WIRE,24"COIL � IRRIGATION CONTROLLER NOTES : MiNiMUM. iNsrnLLiN 10"RouNo vn�vE sox. _--- 1. IRRIGATION CONTROLLER LOCATION IS DIAGR4MMATIC,FIELD LOCATE WITH � j LANDSCAPE ARCHITECT AND GENERAL CONTRACTOR.ELECTRICAL CONTR4CTOR �NATER METER 2" INSTALL PER CIN STANDARD TO PROVIDE 120 V.A.C.TO DETERMINED LOCATION. � IRRIGATION LAiERAL LINE:PVC CLASS 200 SDR 21 / 2. IRRIGATION CONTROLLER AND EQUIPMENT TO BE INSTALLED PER ONLY LAiERAL iF2ANSITfON PIPE SIZES 1"AND ABOVE ARE � MANUFACTURER�S RECOMMENDATIONS. INDICATED ON iHE PLAN,WIiH ALL OiHERS BEING 3/4"IN j �' SIZE. ELECTRICAL NOTES: ---- IRRIGATION MAINLINE:PVC CLASS 315 SDR 13.5 � � � 1. ALL 120 V.A.C.PRIMARY,AND 24 V.A.G SECONDARY POWER TO BE INSTALLED ________ � Q - - AS PER STATE AND LOCAL CODES,WITH GROUND WIRE;MEETING N.E.C.AND PIPE SLEEVE:DUCTILE IRON PIPE -«-«-«-«-«-� -« � � � � - M.A.C.REQUIREMENTS. / � w � - � - ALL OiHER SLEEVING SHALL BE PVC CLASS 200.SIZE SHALL BE � J x MIN.2X THE DIA.OF PIPE BEING SLEEVED.WIRING SHALL BE � 1 0 �Q 2. ALL WIRE TO BE UL APPROVED FOR(CONDUIT 2"),SIZE PER MANUFACTURER'S SLEEVED SEPARATELY WIiHIN 2"MIN.CONDUfT.EXiEND \ r \\ Q I RECOMMENDATION. SLEEVES 12"BEYOND EDGES OF PAVING. -�_� -� � _ �� Valve Callout � R� � Valve Number 3. ALL POWER WIRE TAPS AND CONNECTIONS TO CONFORM TO LOCAL AND STATE # # f� \ I I �Q CODES AND TO BE PERFORMED BYA LICENSED ELECTRICIAN. �Valve Flow r � I iM #�� ValveSize A � �� 4. INSTALL VALVE WIRES IN ONE CONTINUOUS PULL FROM VALVES TO � � I o x CONTROLLER,WITHOUT SPLICES.IF NECESSARY,ALL 24 V.A.C.FIELD SPLICES � �� \� I " TO BE NOTED ON"AS-BUILT"DR4WING5 AND LOCATED IN ECONO VALVE BOXES - - - - - - - - - - - - - - - ' � � I 3 P AND MARKED. � � I Q° \ \ �\ I FOR IRRIGATIN DETAILS SEE / � � � � � I �o SHEETS ll5 AND 176 a�o o a NO DATE APPR REVISION SURVEV Pew �E� ��_ o �:�,t�., t CITY OF COTTAGE GROVE MN ��° °�°W" - pRELIMINARY 90/o � � � � Stantec � 174 �>� oEsi�Neo - IRRIGATION PLAN o�e cHecKeo April 29� ZO16 u J t�9�`Ye HADLEYAVENUEAND95THSTREEfSOUTH HADLEYAVENUEIMPROVEMENTS o� t M!•Lf 2335 Hlghway36 W ° �� ""R°��° - �ereP����apd�`� s'�°�'"'"�13 SAP 180-107-004&SAP 180-1 11-003 214 o�m PRo�.No. ,v3aa3aa� wwwsranrec.com � J NOTE:ENCLOSURES ARE MANUFACTURED TO FRONT VIEW o��o INDIVIDUAL JOB SPECIFICATIONS.CONTRACTOR TO °��o SUBMIT SHOP DRAWING FOR APPROVAL AND ��p" FULL FLOW BALL VALVE(PREFERRED) PROPOSE SIZE PRIOR TO ORDERING.CABINEf `w� SHALL ENCLOSE BACKFLOW PREVENTION DEVICE, �o o` (RISING STEM GV ACCEPTABLE) � ��} MEfER AND IRRIGATION CONTROLLER. o��m PRESSURE REDUCING VALVE REQ'D � m "� WHEN PRESSURE EXCEEDS 80 PSI END VIEW "m�� REDUCED PRESSURE ZONE PEAKED ROOF�` BACKFLOW PREVENTER(RPZ) HASP&STAPLE INCL.FULL FLOW BALL VALVES q �- METER �I ��� VAR.-SEE PLAN � II NOTE:FRONT OF BOX ALSO AVAILABLE WITH FULL FACE. VENTED PANELS Q�;a EACH END ��> gp�I,p,T, I � I REAR VIEW xx�w�cwv BEND �'—� � `°`° 2"DIAM.PIPE CONCRETE (gRqSS PREFERRED) J z CURB&GUTTER � HINGED LI m ¢ ¢ a 3"DIAM.PIPE � N 4"DIAMETER DIP PROVIDE SLEEVES IF HASP& WATER SERVIC PIPES PASS THROUGH STAPLE OPEN BOTTOM CONCRETE SLAB � q O 4"DIAM.DIP WATER N I 1 SERVICE > z GAS SHOCKS TO SUPPORT LID O PLACE 4"GATE � ATER MAIN VALVE AND BOX � NOTEs: � 1. BOLT TOGETHER BOX PLACE FULL SIZE � CONSTRUCTION. 4"TEE CONCRETE BLOCK � m Z. APPROVED MANUFACTURER OPEN BOTTOM POVOLNY SPECIALTIES OR APPROVED EQUAL. NOTES: 1. CITY WATER SERVICE&PLUMBING PERMITS REQUIRED FOR Q � WORK BY PRIVATE CONTRACTORS. BUILT TO SPECIFICATIONS 2. ANNUAL TESTING OF RPZ REQUIRED. 3. REQUIRED EQUIPMENT MUST BE ENCLOSED AND SUPPORTED. q PAINTED: NON-DIRECTIONALSTL.STL. 4. SLEEVES FOR PIPES IN CONCRETE SLABS SHALL BE PVC OR G LENGTH A: SIZE TO FIT SIMILAR. ISOMETRIC LENGTH B: SIZE To FIT LENGTH C: SIZE To FIT �°ryof STANDARD DETAILS usraev�s�orv: °ryof STANDARD DETAILS usraev�s�orv: M o���ge Grove IRRIGATION SERVICE �uNe zoos �M o��age Grove IRRIGATION CABINET �u�v zoo5 ►��1 ,uiervu V lG1 �tini�rv�r � y�m,,,,� CQTfAGE GRQVE, MI1��VE5DTA 5ER-5 �� CQTTAGE GRQVE, MINNE50TA SER-19 ' irviryl]!}lEli� ' iM11[)71FlE�i� aa_s��.�m 4$_SEa 1:.GY+[ � � -�. �� � � � � � =:LEEVE MARKER — —��y t � !SCRAP PvC _ � QAINTEQ BLIJEI (��', � �-.. IRR�GATi01J Pi�E—h.� . -...�_, ."' I CGFITFOLLER, SEE {512c❑ AS PE� �LA�•I� � � IRRIGAi1G4 LEGENO. � PAST x� �1) R.AIN SE�d50R, R��ER T� - - - __. . CUF.B � �� " PLAN F+�R SEWSOP. LOCATIGl� - �� �. MfiLNT C4NTRpLLEP. Ilv �T� �� �� IRRICATlpN CABINEf f'ER LIIJE '�.�'-p" �;2��- - U VENT/DRY-(711T A�JUSTMEhlT � unrauFn�r�ReR's �.. j, RzCOMA�EHaAT1dN5. I � .. � , I � {� RpINFALL A�JUST1AEtJT �� �� 5 CdOftO�NATE W/ ELECfR�CAL - ( j � �' COMRACTOR FOR POIYER `P ��I�'- � � C6N[3UIT ADAPTER --� � y HOOK VP. 2" SCH d� F�VC — 1 — CFP 1�l,t�_i:� I'� :1.= G w EELL EN�7 .�_ EF�65 \�` (� ��2" FVC WIR� COh7DUiT; .' ■. �N�ALLA7i0N sHnll MEEi (WIRE aLEEV��' C� CON9uff niL LACr+L COpES. � F � �f I, � SEE IJ6TE 3 C2 CONaUIT ~6� � �, �'� G Gr7bV!1�WIr�E (S�[ ELEC7RICP1} 5. INCLlJOE 6AiTEKY AN�7 � � �� '�� �� � PPWER Sl1FPLY WIRES [SEE ELECTRICAL]. !�CK. N COAiH10+1 P:EL�T4AL WIRE. — �•�DTES. ? RA�N SENSOR wIRES. 5. SEE SPECI�ICATIONS r6� / �� pIP PIPE SLEEVE r � vALVE CONiR17L WIR�5� GtJE PE�7 VAi�v�, i,1tlP,E INFCh'iMATIqN. 1.ALL ELECTRI..AL '77GRK 1dIJ5T CDh1�DR1A TU LDCAL C06E�. � WITH �xTRAS TO Ir1R!N LIME Si1165. �RENCN � (SIZE PER PLAhI) REFER TD PRDDUCT �ITERA7U!?E FOR A�DITIQNAL {$.qCKFiLLED IPJSTALIATIrjN RE4UIREMEWTS, _ A+��ID rQhIPAC7EQ) 2.MOUNT RAIr1 SENSDP. TO UGMT PpLE, C�C]FpINATE � J�IE: INSTqLLATIDN WI7H CLECTRICAL. MnRI< ALL �LEEVtS AT nOTH EN�S Wiih �IERiICAL SCRAP PVC PAIN7Ep BLUE 3.FGR C{]NUL11T A�lQ WIR�F�I;, 5EE ELE(:TRI�:AL. -- � EXTERiDR CONTROLLER �SLEEVING �RAIN SENSqR S�n��: rppi.�� . . �. SCALE: wL'I�aE 5GA3.E� I�IaIJE �':i _ :i[�'. .�•:i• . .iF..i11:.._IR•..•.��...N'.���.!. vf".��..::�.:Yk:���'• ..' C1TY �� CaTTAGE GR�V�, MN � 7� L.t]LE�I L IPRIG.AiIDfJ PLAid _-- ;;;���t��31���VA� 90°I� � �� � Stante� r e i..i..�.e Ci['i1 V E _ � t•�a „- .,,;,•.-�,.,:.., �7EfAlLS HA�LEY AVENUE IMPROVEMEhlTS = - •rrr.;rec :...�:.-i.� � �' F��ec ar�A�`ro3C�ntv ry^er s•.�a:i.r�•.55��! _ ' �'�• _ 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 ��r� - - .. ��•.., �: .. ,...�_��....., .��� � _ C'� - `-.. 1. A1AEfEK OR EC)UAL PLhSTD:'. - . PLAS[iG VALVE HOk AtJG � U VPLVE fSOr; WITH BQLT LrY'KIYG COVE�2 W/ BOr � .' �OWN LI�_ EXTENS�ONS AS REGl1�RE0. �'��` 1. PLASiIC 4ALVE B�Y (S.EE - REFEft 1D SPECS. HER1 - � SPE�S.) W{ LaCK 801T& 2. 7NISH GRApE 1" 6cLGW {� 6RnHP 'GV�dN UP. - - --l!,� O.C. MEAT BRANQEQ ON � �IP, t. F�fd:SH GRAl;E. -' e. GATE VALVE W� OPERAiRdG COVER. - �� _ _ . �- d 2. FlNISN CR,epE BEIOW VPIVE lpl i � 3. UL L�SfED WATERPR�OF - � z NVT, SEE IRRIGAi1pH LEGEtJa �� C I 2. 7JOZ:LE. CONNEC70RS. 1 - t�? FdR IdM1UFACTl1RcR ANCI � - _ � 9Qx llp (1/2" �EEG. lYt" �y r^. � _ , � � IApp�� NilA16�R. c#v � � � � SOD, 2" IN PLASI�fR 8E0. L� � 3. Ct�RB, WAtK, HEAGCR flR WALL. {71 , � � � 3� FlNISN GRApE @EFpRE - �� --' � :1. AUICK COIIPLING VALYE AS I I � i. COILS: L;P,VE E'(CE55 2'-0" Ir-- �yJ �-�--�, --�� PiANTIH,. SPEf.IFlEP, CDILS �N EACN VnLVE BD'(. �i � a. �OP-uF 5?'RAY BOdr PCP, - � � 4. ST�. 9RiCK, TvP. 2 PLACES. 7 4. PEA GRqVEI: 6� 6EEP I WRAF W�RE AFOl1NG 1 2" � i 3 - ;I i � a � =� - �� PIPE 15 �IMES TO ChU7E �'�'-r I IRRIGATION PLAN. SEf HFJ�Ii 3 5� 6" WC SLEEVc. BELOW duICK COl1PLiJC ��� -II� t4l1SH WRH FINISH GRF.�E. � ;� .II� � fi. SCH. 80 PyC FIANGES.TIP. Vn1Vt. °n .�..,Y CDI�S. �i � . � �.�� �i r� -O 2 PLe,CES. 5. 6RICK; 2 PLACES. � � - � �I�I�" �� 5. PVC LA7ERAL uMC. - � �� 7. KEEP FlN�SN GRADE BELOw g 6. 3/4�SCH. 80 PVC NIpALE, NI � �--[� _,� -� 5. 3" LnrEk UF FEA CRAVEL ��� r �,i 1� �'�-'-... .. � VRLVE 6{]% LI�: �� 7, 3/k�SCH. aCi pyr� 6` I J f If -_- I:�_ 5 . r - {��l e. SCH. 49 F`J� STREEf yG� fLL. - - �^ _ � TR 'I � 5. CUN OL w ftE FRC7MI . � - I r �� - {.�J �.J L , 1 1 L�FM � PPLE- - 00 r I Y" IN 500. i . - n[�� (�4 3'�N a�ANTEft 9CC1. rJrL��TI��,� 71 � B. F*!C IAPIhI un�E. I " =�k- �F� G�hRRPLL.ER. O 7. SCH� k�] wC TEE. . . ¢ l� fi MSTALL GAiE VqLVES A Afl��l. 0 9. 3/4' % 3"S�H. 6G . ;-+' J 7 � �_��� l 7 COMA1.rM! WIRES � 8 SCH HO PJC FIIPpLE [5" LONC�. UF p4" �ROM $TRl1CTURES NIPALE. (� - qft MAR�SGWiNG. 10.7�3'SCH, 80 FVC 4U' �'�a'-�~�..T ^ 9 �NSTALL GA7F VALVES IN ELL. /� 8. SCHELl1LE 60 WC Nlppl� 9, A�AR�E7: 9�' S7REE'f ELL ��i'���i� j� �AIJTIHG BEIIS WHERE1+Fft �f 11-2�k2 k1�N.]"ANGLE lROM � r` 9. PVC IAMN 11NE. 10.MA�LEX 9�J' cLL. I�•-- ��� aossia�e. � f3B' ��NG} w,�s-rar��ss SECTI�f�! �� �} - t�.INSfaLL VALVE BGh� 50 THA7 g - E STECL SCP.EW CLAMaS MIN. lU.PVC UN10N. 11 LOCATE HEPD 2" sROAI WALY.S, Tap aF vn�vE aax is �.31 �,,,C�S, SECTIDId ♦ � � Cl1RL35, PAV�NG. MOWSTR�P.`. dR FL!15N W/ AR1ACEhfT 1'd-USE iE��ISN TP.PE QN A.41 11.PVC LqTE,RA1 TD SPRINY,l.Ek 9 HEA�ER. FwR�SCAPIt,�G. ~ r. lIiREF.�£0 CONNfC'f10NS. HFAC)S. �I.REFER TD SPECS. .WQ PL1CI F�� �_�- - i�Gl �lp Sr:ELTS FL7R M[]ftE J J 13 1�5E TERp:-7�Ap� 01•� nLL MhLE ItJFfiRNATIpN- I�.ASL CR LO(:A 8 COGEtALLED 7iaREPUS jEkC.EPT MARL�Y: siTfl^!GS j. �GATE VALVE �QLJICK G�UPLING VALVE 3 REM�TE CONTR�L VALVE [a�POP-UP SPRINKLER SCALE: 1" = 1'-G" ,..'_- �C.4Lf_ !.InIJE .,._�-. >>�PLE: Id61Jc �� -, � � SCALE� !J�IJE ,-..,.� t g• � �° 1 1. �aRiGnT�OW WTERaL EtaC��� �iR�P W�RES 1;%2" FRQM ._ . ?. WiRING: TAPE ANO BIJNOLF WIRING AT 10'-U" �� '� INTERVb15. Cq�.11.1pN _ �I TRENCNIHG 0��RRIGqT10`7 PIPC AN� REMO7E CflMFtOI °�• hPPL'r SCf7TCH�0Y � SFRi��i, . � ~ VALVE WIR�NG TO 8E RONE CphINEC?OR ih! A CL6CKWiSE ❑IftEC71G%J. � �` WHERE EVER PO551@LE r1�.;#��-�� __ .. d�ICK, C�UPU:iG'VAL�E �k � ; {INSTh1L ii7ACf W'IR[ALONG RUl1ND VALVE �0}:. �J .�. t?1 � N.L MA1N UIJE PiPE THAT �_� � OOES N6T HAVE CaNTROI 2. rENTER Vn.IVE Bfl% OVCR � ! ��J WIRES ADJACENi TC1 PiPEt. �+EMGTE GONTkaL VAiV£ TR FACIL1iATE SERVICING VALVE. _� 3. 1A.WN 11NE: ALL 1ApIN LINE Si:? ��. INjERT 5PUCE TU aarrnr� _ __ -- ---: Ll TO 8E INSfALLfO IH OF GEL-RLLE� 7UBF. CHECY. 70 MAKE _ - - lv�y 3. EPGE QF PLA1di`cR� hlAlk SuPPLY, MAIN SVFPL}, PVG LATEPAL pr�aR�M1C5 WRH SIJRE CONN£CTUR NAS SEEN PUSHED ' -� �i� L�IiRRL AN6 4N[1 WIRIHc: M:3JVFACTuR£R'$ nAST L�CKING F7NG[RS dtJC1 IS SEaTU . �] i. 5Ei REMaiE CpHTR01 WIRING SPECIFICATIOHS. MA3N�T�IN AT BUTTOM 0� TUBE, I I , VALSrE ASSEiAbI.}'�IJ M�N. 4"SFACE 8£TWEEN �` i--�-,I 4__.l � GRdUNPC�R/ SHRl16 P.�RALIEI PIPE 11NE5 ANO I- _ � M1REA WHERE POSSIBLE 8�VERTICPI SPACE 9LTWEEN INSTALL IN lAWN ONLY IF rAAIN 11NE ANP lA7ERAL GROWH� C��+ER DOCS 160T 5ECT14N LIN£S. WIR�NG PPI� IdAIN E��IS7 A,�JACEWT TQ LA.WN. UN£TG 9E A7 SAME 1r111J. � piP711 OF 18". . r 5. SEI 6Q%ES'Pp,RqLLEL TO fRCH OTHER AMP _ ;. ALL WC PIPE 79 6E I � PFRPENOILLLAR TG E6GE. -��-- ��--_- SnW�CEO iN TRENCHEa AS ��� POSfIION WIRES IN WIRE �i j 12"� � tZ" � f 73" � - -- --_ _- CHANNELS lNID CLOSE 11�SULAT4R -� �� �1 I I ��'" 6. AV01� I+EA�I�r COMPAnTIWG Sr10�V�1. TIJ@E CtlVER. I�.'��-- _� I ,. ❑ �.__"-- "DIL Ar�.OUPJb VAL4E EflyES P��� �;� 5. BACKFILL„ SE€ SPEGS. �i-�'� � �I TO PkEVENT COlLaPSE 0� L J „I I,� GLFORFMTI�P: GF VRL� 6Ux fi. a1.1 PIPING UNOER PAYIH, �� S�PC:�. S+IALL EE SLEEVEO. . � s VALVE BOX LAY��T s TRENCHING � WATER PROOF C�NNECTOR :i.n�E: i;:" - �'-n:' • s[A��- koraE ... , scn!f; rinraE ... . Y:i _ ::�.C•. r.:t• � .�r..rr+..�R��.•.,i...N�.���.�. :��r-.r��,.:-..-rM.::a. ��' C1TY �� CaTTAGE GR�V�, MN � 75 t.Z7lE�1 L i�RIG.AiiOfJ PLAi# _-- ;;;����t��31���VA� 90°I� � �� � Stante� r e i..i..�.e Ci['il V E _ � t•�� „- .,,;,•.„,,.;:.., �7EfAlLS HA�LEY AVENUE IMPROVEMEN�S - - •rrr.�;rec :...�:.-i.� � r'er�F�iec ar�A�`ro3C�ritv ry^er s•.���:i.r�•.55��? - - .. �,.�„ , ,..„.._��...; ,,� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 21� � i � ��__ , , � --_ � � � �� _ � , � - - �' � �_ L � �'��. { `4 i � J - `, �� -__- _. � - _ - �. - = .�.- - ,- _ _ _, _— : -- , --. ,. -..- — ,_. -_-,- - - __ _- - -- - --- -_--- - - _ -- _I = ,�� -r-:i: _ -,— � � � � i i i i i � � I � i I I I I I I �� � � � � � � � � i i � � � � � � � � ;:-:` � � � � � � � _ � � � � � i l :;;::- � � � � ii � , I ii ii t + ����_ � � � � � � , - � � � � � � � - I I I I I I � � I I I I } } __ _ I I I I I I f I I � � 1 } _ _ I I I I I I I '� I - � I I I I l i - y - - - - - � � - - - - - - - - � � - - - - - - - � J � � ��;- - - - �I;� �- - - - - - - � � - - - - - - � � - - - - - - - � � - - 'a � - - - "r� -- ��,',;-- _r. � :::- _ - - - - - - - - - - - - - - -_ - - - - - - - - - -- ���?' i . - - - -_ - - - - - - - - - - - _ - - - - - � ��r o r .,,i�" -- - ..r�� --- r — .,,i�pC .;,-ir �r,r r vnr �nr ��nr — unv UHV — OHP —OyP OHP — OHP �HP — OHP OHf��OHP — OHP — OHP — OHP — OHP�Q OF� OHP OHP — OHP OHP OHP — � - H _G'B _ G-B —G-B _ G-� _G-B _ G-g _ G Bvn G-B —G-B G-B G-B —G-B G-B G-B G{A -B G-B e-9 -B G-B_S G-B G-B G-B G-B LmE9 G-B G-B G-B G-B G-B� W �o�o � _ — _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ^ v � _ _ _ — _ _ -_--— _ _ — — _ _ -� _ _ _ — _ _ _ — _ _ _ — _ _ _ = F-I o � � � . 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FIryqL ANpHaLE PLACEP7EN7 SHAI.L 8E Oc`1F P EB-HT'T��FIEL�. � l[GFITI � �F WM[N RE C Cu Ll1MINRIRE C ; r � � � �UM[N RE p D# WMINAIRE� �t i i , I ' i� I �� .�I I � i li i� ��I i '.., � i j� j I� �,i j � i �I _ � � i � , � I � � - ?� I � � f i� I' � I , I _. � n - �- I I ''J I I �' 4� � �_ _ _ - -- --- - - - - --- --__ ___ - - - - __ _ _ _ _ _ _ - - o ..- - _ - -- -- A15 _ _ � :. - - - : g.�� � - - - � � - - - - - - f --- -- - - - - - -_- - - - - - - - - - - - - - - -_- - -_- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - rn � � i - -. - ,� - -- - - � O . . . . 10}5 _ . n 1��6 _ 11, � �pJg J - N � HADLEY AVE (,=j �+„ a = o - - - - - - - - - - - - � — - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -��-�/� - - - - - - - - - - - - - - - - - - - - - � __ C-B— C-B- - - C-B -B C-B C-B �a�—C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B Gc�C-B C-B C-B C-B C-B C-B C-B C-B C-B— � UQ _ � _ _ _ _ _ " " " -« — _ _ _ v �o v I � I � -- � _ � � I � 1 [� 2�' �{�� I _.�� 5:���- r•:f• . �,-= Q t;i,�E�,,� C1TY �� CaTTAGE GR�V�, MN i 79 -- ._, �'RELTMINARY 90 I� � �� � Stantec �,��,T„����N ' ;I'r A�]fii� Z� ZO1� G�i�VE , • ,,.;,Mr.;:..� HAQi E'i AVE1JlJr HA�LEY AVENUE lMPROVEMEN�S e`.kT „ - •rrr.•;rec � I r�i•�e F�iee ar�A�rp30encv Mse� S ..��:�.r�•.55��? ,,.„„_,�...; ,,, 5AP i 80-1�7-004 8�5AP 18�-1 i i-0D3 ��� �J I , _- _ , _ ---- -----, � , _ - , , _ _ � ' ___ , � I _ _ � � � I , �, _ -- � � � g .� � a -- � - - - - � - _ _ _ - � � � - . - - � - -- ,�' a��- � � � _ - -- � - . _ - - . - - _ - _ �. - + . --.—_—_ _—_—_ --_—_ --- . — — — — — — - .�7 Y� — — — Q ��o�o z - - - - - -_--_--_-- - - - - - - - - - - - - - - -/j7�-- - - - \,, - - - - - - - - - �� - - - - - - - - - - - - - - - - - - - - - - - - �� - - z rn ---- ,� � � ���i i i—�—�—�—�—i—i—i—i—i—i—i—i—i—i i i� - J � � 2 O , V 1091 _ � � _ 1C, , 1099 _ , 109`. � 10,96 U V p I HADLEY AVE Q � i � --- —» »— — — — — — — — — — �- — — — — — — — — — — — — — — — — — — — — — — — — — C-B C-B— C-B C-B B��C-B C-B C-B C-B C-B C-B C-B C-B 77/ — — — — — — — — — — — — — — — � _ 7 _ _ _ _ _ _ � — _ _ — _ _ — — - - - - � - - - - B24 v — - - -- I I I - - - - - - - - N ' � , � � � � - � I �' i i a 2� ;n' LEGENO � Q HANCIH [E -�— 1,5"CC1fVaUTf[NMCj NDTES: I �+ 5ERVi CR9IN�T 1. FLIRNf N AIV6[NSTALL HANDHOLES FER CITY ANDARD FLATE LGT-Zb.SEE SMEET t 5 I � I .tiy,• Z, SEE 5 �T 184 FOR L[GHTING t1Nif QETAIIS. � ' I -��� L[GHTI G t1NTf A Rs LiGHTIIYG UfvS?A �, I I I 3. ALL W RE FOR I.IGNTING SYSTERFi SHALL B£ QNTAINEp[N S.5" ,Uryl.� NOTEO OTMER S�. � � L[GHl7 - q, F[NAL ANPH�LE PLqCEMENT SNAL�BE�EfE FiELp, '� � i � , � Wh7[N RE C Cn LLIMZfVR1RE C I � I �� I� � IUMIIJ RE❑ p# LUh1INR[RE❑ , I ' 1 , I. � 1 � � � � � � , , � � l � �� i ,� T � I i -� I = I YI � - _ - - - - - - � -- - - - _ I � � �' w ` _ _ _ � } - - -_�f� - - - - - --_- - _ - B� - -..-=� - - - -_--� -, - - - � � � � � � � - _ � � �_�- �' � I � - - � �-A23 �'l7la=t}�.��� - � � ��~ - - -- - " !� - _ � -- -.�,.- � �- �� . �2 Q .— I _ — �- — — �-- — - — y — — — - - _ --_ � -i� .�i-�� ,� VI —��—y- V _ I � h�' -' _ � � I HADLEY AVE — � t �- - > � �`I � � 4 - Q ' � -.. _ i_k - _ � — _' � i� � AZd - » » � - - - - - - - — — - - - - - - - - - - - �- - - .r-� « � — — . - - � — �.— - - __ -- ���^� « < . .. _ - --- - - ` r , A�1 - - � �' � - +�' A�4 _ - - _ _--- _ _ �� � �� � � �°+ _ - - - -� � - __" - -_ _- - �- - - - --- --- = - - � - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - l i- � � ,i - ; ; , _;� ,� , � - , � i , ;� - �� _--� , �,� _ �� � � � + � � �. _ � � � - � __ = 1_ ' I � I _ � - -- � � - _ a 2s' so' I _ s � ;.c�. ,.a.:�. �,-= Q t:t,�E�,_� C1TY �F CaTTAGE GR�V�, MN �8� --_ ._, i�RELTMINARY 90 IQ � �� � Stantec �,��,T,����N Ap�'il Z� 2016 crc��e , , � t•�a „ .,,;,•„,,.;:.,, HA��E'i AWEr�ur HA�LEY AVENUE lMPROVEMEN�S - - •rrc::.•ec . � r'ere p�iee ar�A�`ro3C�ritv H�et s•.,��:i.r��.55��? ,,.„„_,�...; ,,, 5AP i 8�-l a7-004 8�5AP 18�-1 i i-0Q3 2�� F: - - � � I I il� �' I I I I �I_ I �� I I � �I �� I I �04 i � �II �� I I o=�g �� ��* II �� I I ���o - - - - �I I �I- � �� I I ���� �I I �I � �� I I� 000� I I �I I �� I II �p> I I �I_ �� I I ���m I I �I � I I p � � �� I I � � - - - - - - - - - - - - - - - - - - - - - m"= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ � I � — ���� � - - - - - - - - - - - - - - - - - - - - B41 _ _ p -°�° -� o A�5 - - � - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - -� - - - - - - - - - - __ � a�= � � ��ro - _ j ° w � �o�o _ iPz _ � — 145 _ o _ _ ic z � i � 95TH ST J � _ _o° - H �-- - - - - - - - - - - - - - - - - - - � J .� yr T— —1��=� — — — — — — — — — — — — — — — — — — — — — — —g30 m _a�� w � �� B28 � �i- z �'� � - — - � �—� —�—�—�—' 0 - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - -� - - --� - � LEGEND � .j� . o HANfJM LE - - 1.5"COSVdUIT(fVP7C) � �� 5ERVtC CABtNET � � NOTcS: � LIGHTI G UNIT A �A� LIGH7ING UNI7 A � I jl_—� � 1. FURfvI H AND INSTALL MANDFtOLES PER C(TY ANDAfl�PLATE LGT-26.SEE SMEET 1 5 • IIGHl7 I I � I � I F. SEE S EET 1d4 FOR LIGHTING UN1T aETWLS. LUhtIN RE C C� LUMINA[RE C � , � I � I I 3, AL4 W RE FpR LIGHTIfVG SYSTEAM SHALL 8E QNTA;NEp 1N 1.5" T,UNLE fVdlEOqTHER ISE � p 25' �G' � � LtIMIfV RE D D? L11h11NA1RE� 1. FINAL AN6HOLE P�ACEPIENT SHALL 8E Qt"iE M1 FIELD. , � %'` � // � �j ��-�I ��� ' � � ,,� � , ,� , _ � r � , � I� I ►, � ! I � , i� - - - - - - - - - - - - - - - - - - -I" - �/' �%� � -_�-: ,� J' A4� I � 6i � - - - - - - - - - - - - - - - � � A6 =' �C8 � � � - A3 - 1 � �_ ��' � � _ --� � � B33 - - �9 - _ ,.� -�- �_..:,_ � - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - -__�- - - - - - }�' ��J ��. C2�; �pl I � - --�- � � � _ � i � _ _ ___ - '4 1� ' z p C6 � �-�_ ��� � + �- �, II'��; �° , _ _ � _ i_--_- -- ---- --------------__---- - - - - �- - - -- - -- � , ___ . ___--�-___- � � � __ i_' _ - _ -�_ �-�- - � � � --� - -�-- - L-� - - - - - �- -.---.-=-- -- - - � -C4� �5---�I �-�--` � Eu �, ,� _ z -- � � z � m ---------=--__-- - --------- -__- �� � � �� - - ; �°== � _ � - - - - - - - - - -- - - - I � � ,—, �–�.,��, �--.,,—,—� � - c--� � `�}- _ _ > >�,� �>��� Zz »�»� - - - `°`° z �5TH ST rn � � ---------- C�II -B_ _________ __________–_–____–__ _— T —__—___�___-- _ _ __ _ —________—__ _ _ _ — _ _ _ � _ —_ —�_- _ _G€3— E� C� -g----C� -r_�— _ _ _ _ _ — _ _ _ _ _ _ _ _ _ � / N , �''� � � 2�' 5C�' � 1 IEGEND a +i.4NDH L� — — 1.5"CdNdL117(NMCJ � � tiERVEC CA81N�f NOT�S: , �--� liG?1Ff�G L1NTf A A; LIGHTIhlG UNITA 1. FilRNI H ANO INSTA.LL HAN�h�D�_ES PER CfTV ANnAQ.�PLAT�LGT-26.SFE SHEfT 3 5 � Z SE� EEf lEl9 FbR LiG�iIVG UN1T�7l�iL5. � LIGHTI 3. ALL W RE FOR LIGHTING SYSTERM SHALL BE ONTAINED IN 1.5" IT,UNLES NOTED OTHER ISE. �E LUMIN RE C C# LUMINAIRE C 4. FINAL ANDHOLE PLACEMENT SHALL BE DETE FIELD. � � LUMIN RE D D# LUMINAIRE D um �� _ ; :�� �r.�• �� C1TY �� CaTTAGE GR�V�, MN �82 _- •`' �'RELTMINARY 90°IQ � t-t�iE���� � Stantec LIGt1TIM+G PLAN - ,.;�,�.: �:.� Crc��e - �"�`.'� A��-i� �[�, 2�1� � ;r ;,,; .�,.;�•.„,,.;:..t 95Th 5iRE�f SpUTH HA�LEY AVENUE IMPRD�EMEhl�S Crity r'1ae - .""°•"" '�'�F���<.,•�e��� ;:„;,_������.5' ,;� 5AP iSO-1�7-004 8�5AP 18�-1 i i-0D3 ��� � � MATCH LINE 1027+58 �� LEGENQ _/:_% �� � � � I� � I I I - m FEA�DH�LE — — 1.5"COfVf7lJIT�NMC} � � � ' ' ( � I � ��/ `' � `� � 'I-��- -� 1 � ( � =- � SERVICE G46INEi A# LIGNTING UNIT A ' �/ } �7 ~ � I�I '; � �, � I � � _ , w l�l �� - LIGHTING UNIT A 6# LIGNTING t11VIT B / B1 � a --- ' �' ��-' � ! � � � _ a � � , I _ = LIGHTING Uf�IT B �# L�INIINAIFtE C � � --- +� � �i � I i � _ __ �6 � / � ' �I ii � i � I i - � �UMINAIRE C �# L!}�IINAIRE D / � _ 4`� _i I , 'i / � � � � I � LUMINAIRE Q /�// - �� I � - � � � � � I � _ � i � � 1 � � ,� � � � A`� �i / f ' `°' _ — ` � - - - - - - - - - - - - - - � /�� --- - -- � � � � �� - � j� i � _-- � �� �' � i � � ���! / ;� � - � � � � ` �-- ` � � � - - � ~ A3 _--- � �. � . - — �-- - � _ � . . - . � — __-- � . . � — —--� � � - - r:- HH - � _ � � � � i' �� � � - _ '��y � — — — — --- — � - � � � �}�}} r � _ _ - �� �� r � � r�+ � C1 � C5 I 1 � }~}�� 3 .__� ��.�;a�s-_.,_. _ - - � 3 � — � �_ � + + � C6 s ' � _��.�� ,� � � � —— _ � - � _-�._ ; , , � a�`�: � � �3�_ � � _ —r + + ; C2 ��l � � -- __� . . _- _ ! r j � . _ � _ � + ' ' - ,� _ =�� � , � � ; � i f ,� � ' ' __ - ! z � } _ � 'y � � � C6 � � � Z ` 95TH STREEf s � D2 p3 � .�.��� . � rn --- i- - , � ` _ - { i' �y �C4 C� I , / —� i—�- r—i—� i �- ' � - � � � —�— � - r ij _ - t � ' ,� �' `- -Y�- --- - ' _-_____ U � --. { ___ __ _ __--------___- / "•1 \ '; /;�. ; � - ------ i __ Q �,,� , _ _ . - . 4 - I - - �'1�' L! i� �. y ��y���lj .?�.�_.1"�_ � � _- ' 1 Z 3 � ,' — - � .. _ '_ .-t.�.� . � — _-.��r --�- --- - _ .._ _ 'I' ' - . � -.-- ..-. -- . - -_ _ - _— — � — �,"\ /j�� /� `� ^ 1 _ � _ -_-- /�' •'j � �1, � . � .� . _ �� I , 1 _ -__-_ � - 1 _- ------- _ . ��. _-_ =_���� � . - -- �� _ . - - - �-- � _ � - _ --- '- . . , r � — — - .- - - -- � � _ � - - . , i . � � � � � � - -- ��� � � < < < � , ��- i � -- - - � - - _- ---- -- --- � � � � � � > > > > >� � < < < � � , T}. . ` I . . - cg —£�i =c� — �= f6� _. . A7 -HH~ , _ . _ -.. .. A� `\ _ � i , - � — - -_- - - - - — - ,- _— — / A2 � � �\ .f� �� � ' � �I- - - � - - - - - - - - - - - - q'` rr�. � ��, � I� - -_ I �i; . . . � . 1 -� __ ./ . .._ ! � i . i i i � i i � � � ' - � .. - ' � � ��z � � � �n�?, � i�%�� � � i 'y' . -, . . . � Y- . � ��1 - � -_, .I- --- I , �::� - � � I `.� � , , � I \ ,1 - - �fi � -��` ` � � � �o�Es: /� \ S'�'` 1` �',, � , I - 1. FIJf�NISH AND INSTRLL f�A DHOLES PER CITY STA�VDARD PLATE LGT-Zfi.SEE SHEEf 185 `� , ` ` � � � � �. 5EE SHEEi 184 F�R LIGHT IVG L1NIT pETAILS. , �'^ �;`�', . ` '1 �1,.`'. i � - 3. AL�WIRE F�R LIGHTI{�G YSTE}�f�5FlALL BE CQ�VTAIiVEfl IN 1.5"N1�1C CQNOIIIT, IJIVLE55{�QTE�QTHERWISE. � 1 � � � � ,� ,a• ,�• �. �IiVAL FiAN�HOLE PlJ�CEN} N�5FiALL 6E DEfEFtl�II�fED IN TNE FIELD. � , '`ti�. . ` � I - MAT�H LiNE 10Z5+74 - ,.. : ;�`. �"._ � , C1TY �� CaTTAGE GR�V�, MN 183 -_ •' �'RELTMINARY 90°I� � �-t��E���� � Stante� LIGt1TING PLAN !r.;���: ' � �7 �7yG Ci['i1VE �r��� A�J��I �7� 2U1U y, 3p � :>>> ��.;�-�r.s;.•� �AGLEY AVENUE ANb 9aTH SiRE7�Q�iH HA�LEY AVENUE IMPROVEMEhl�S Crity hlae .""°�"" '�'�F���<.,•�e��� ,:„,._������." ,;� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 ��� � ��o °��o o�o� w� o�a� o� o��o „�a j HOLOPHANE LUMINAIRE RPE 70 SK AS G3 Z, - 3� UTILITY POSTOP,60W LED MULTIVOLT WIRED STAND FOR 240V UL LISTED,PAINTED STANDARD - OFF HOLOPHANE BRONZE FINISH,TYPE III ��h� =o�;o ASYMMETRICDISTRIBUTIONGLA55 _ } REFRACTOR,BALL FINIAL N I I + o5>a I 0 o NOTE: I 30'POLE SPECIFICATIONS AND MODEL I NUMBERS ARE AS FOLLOWS: LIGHT POLE-LEXINGTON STANDARD I #2908-40705T4,DARK ANODIZED I DURANODIC BRONZE FINISH. I LEXINGTON STANDARD POLE STANDOFF-LEXINGTON STANDARD I 150830504T4 HAND HOLE � #1MA0432B o 3"X 5"-228607 BASE COVER I "' BRONZE ANOD RFD139599 LUMINAIRE-AMERICAN ELECTRIC I ATB2-60BLEDE70-MVOLT-R2-NR-BZ I HAND HOLE AND 3"XS"HAND HOLE, I COVER PLATE NO TENON,BOLT TYP. 3"ABOVE 3�_��� COVER SKIRT STREET CURB� FINISHED GRADE STREET CURB TYP. 3"ABOVE ° FINISHED GRADE °,—,,, ,,,—,,,— FINISHED GRADE I 1-1 I I ..I I 1-1 I ' '• ,I I I I I 1-1 I 1-1 I I . :;i=i i i=i i i • '•'i i i=i i i=i i i=i i i=i i i=i i i I� TYPE A-1 CONCRETE BASE.SEE 1�•.: DETAIL PLATE LGT-25 GENERAL NOTES: ' ALL LIGHTING ASSEMBLIES SHALL CONTAIN ALL TYPE A-1 CONCRETE BASE MODIFICATIONS NECESSARY TO COMPLY WITH XCEL SEE DETAIL PLATE LGT-25 REQUIREMENTS. EXACT LOCATION OF ALL ASSEMBLIES SHALL BE VERIFIED BY THE ENGINEER. NO SCALE �Cottage STANDARD DETAILS LASTREV[SION: �Cottage STANDARD DETAILS LASTREV[SION: Grove STREET LIGHT POLE WITH COBRA HEAD 7AN 2016 Grove RESIDENTIAL LIGHT POLE JAN 2016 k''e�er�meanaP�o�vedt�nee� NEW LED FIXTURE `�ne erozveaeyneee �raaea�a NEW LED/LIGHTING UNIT � Stantec COTTAGE GROVE, MINNESOTA LGT-24 � Stantec COTTAGE GROVE, MINNESOTA LGTN3 98_LGT22.DWG 98_LGTI.DWG LIGHTING UNIT A LIGHTING UNIT B SHALL BE PAID FOR AS LIGHTING UNITTYPE SPECIAL SHALL BE PAID FOR AS LIGHTING UNITTYPE SPECIAL 1 (2595.511)AND MEASURED BY THE FACH. (2595.511)AND MEASURED BY THE FACH. u �.� ,� ,--L' ' :'.[�- r•:�• . , _- •`' �;���€t���I�F�`k�A'�Y`9'0%`d" t:t��E���� � Stante� C1TY �� CaTTAGE GR�V�, MN i84 • r-r f.IGiiTIS�G PLAN r e.i.�i..�,e Ci['i1 V E -_ ��e•��er ;,.- .,,;�...�,.;;,, �7EfAlLS HA�LEY AVENUE IMPROVEMEN�S - .rrr.•;rec . :�..�:.-i'� �' r��er�F�iec ar�A�`ro3C�ritv ry^er s•.���:i.:�-.i5��! - . �,.�„ , ,..„.._��...; ,,� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 21 � � J ��REMOVE WHEN INSTALLED °�Q o ���0 9-#9 HORIZONTAL ���� GROUNDWIRETO REINFORGINGflP,RS w� SPACED 18"APART o�o_ LUMINAIRE UBLE LUM�N�f�E flP,LLAST o�} HAN ��SERVICE PANEL o�w o CONNECTION LUG REINFORCING flP,RS /�PHOTO 33" � �� IN-LINE ELECTRIC - p FUSING(SA) BASE COVER FULL DEPTH CELL zb" ";�� LEVELING NUTS - TOP OF flP,SE @ READY MIXED MIN. w y 3"ABOVE GRADE 3000 PSI AIR w u GROUND LEVEL ENTRAINED CONCREfE �� _ _ _ - BOLTDIAMETER& P - '�-`�„o q q PROJECTIONTOBEAS JAIHOUSE RECOMMENDED BY KEYLOCK� �"o z LOCK SHALL BE ° o� � MANUFACTURER � O O STANDARD POLICE � �> c . . CONDUIT Q a - NOTES: � LOCKANDKEY.DOOR SHALL HAVE 3 POINT ���� � REMOVABLE LATCHINGAND ��>o � � 1.HEIGHTOF SEE DETAIL LIGHTING - �a � .o � oa COMPARTMENTIS " CONTROLSCHEMATIC PANEL LOCKING. �o�o = � a� � � � APPROXIMATELY 33".MAY 0 FOR WIRING DIAGRAM Q 9'-0" . ��o��o� . VARYDEPENDINGUPON z � SIZE OF METERSOCKEf � ANCHOR ��� � � � � � � � BOLTS . � LIGHTING SERVICE PANEL MOUNTING PATTERN a a O O Nar ra w,� s a — 5/8"X 15'-0" � GROUND ROD q SECTION lq^ NO SCALE 1 36"MM. MIN 3"ABOVE GRADE 2��� 6�� } EQUIPMENT PAD B MNDOTSTANDARD LIGHTING SERVICE PANEL FRONT ELEVATION LIGHTING SERVICE PANELINTERNAL ELEVATION PLATE8106 rvar ra s�,� rvar ra s�,� z�_6" �Cottage STANDARD DETAILS �nslae��s�om: GLOv2 CONCRETE BASE FORTYPEA-1 7AN 2019 '(�' �GROUND ROD "�ere �ee,o.oer,�v�eea o jY� ,.a LIGHTING STANDARDS � PIATE N0. �tl5tantec COTTAGE GROVE,MINNESOTA LGT-z5 P.E.C.WINDOW3-1/2^ P.E.C.VJINDOW DIAMEfER LIGHTING SERVICE PANEL LEFf ELEVATION ae_�erzs.owe oOo 3-1/2"DIAMEfER oOo rvarroso,� 290 VOLTS CKT 3 5 120 VOLTS FROM PANELBOARD CI � C1 0 STREET LIGHTING �----------, I I 1 290 VOLTS CKT 7 9 � � I r 1 I PHOTOCELL I I I I Ci ^ C1 � � STREET LIGHTING I HAND I I � � H � q � HOLE � � � � t� 290 VOLTS CKT 11 13 I I I I C1 STREEf C1 C1 L____J LIGHTING I I 1 Rl STREET LIGHTING � � �1 . . � � � 290 VOLTS CKT 15 17 L J O H ♦ A C� � C1 STREET LIGHTING aea/a" NEENAH R-6685-D FRAM I� Cz LANDSCAPE zq0 VOLTS CKT 6 8 � WEIGHT 280 LBS 1 LIGHTING R1 C1 C1 _ GRADE �1-6--I I � � STREET LIGHTING CONCREfE 290 VOLTS CKT 10 12 _ s' ° LIGHTING SERVICE PANEL RIGHT ELEVATION LIGHTING SERVICE PANEL&4CK ELEVATION C� ^ Cl CABLEHOOKS rvarras�,� rvarras�,� � � STREETLIGHTING m� O BELL 290 VOLTS CKT 2 9 ''�� m� „ aa NON-METALIC C3 ^ C3 �p,NDSCAPE � � LIGHTING P+ '��CONDUIT 120 VOLTS CKT 1 J NOTES: ` : TRENCH DRAIN 1. SERVICE CABINET SHALL BE PAID FORAS SERVICE CABINETTYPE Ll (2595.591)AND MEASURED BY THE FACH. IRRIGATION CABINEf _ 10" 2. SERVICE CABINET EQUIPMENT PAD SHALL BE PAID FORAS EQUIPMENT PAD B (2595.595)AND MEASURED BY THE FACH. 3. HANDHOLES FOR LIGHTING SYSTEM SHALL BE PAID FORAS HANDHOLE LIGHTING CONTROL SCHEMATIC u NO SCALE (2595.553)AND MEASURED BY THE FACH. rvar ro so,� - �C�trage STANC�ARQ�E"fASLS �x5-NF�CI�?4 Gro�e srae�r�rcNnr��rw�•iatio�e ,w�,��^ °-, ,�. .,..���... �,. S�RVEC`f C,48INET L1 - ���Rt@G COTTAGE GRfl11E,MINNESQTA �GT•2E �.� �e ,�. ,.., -L' -- >.... ;�,�. �,._. �, .,�, ,�,.,..,� ,� .� ,. :�, , , ,, -a,�. . C1TY �� CaTTAGE GR�V�, MN ..... I�r��F -- ;:���€t��I�k�A'�Y-gO°I`d" � t:t��E���;� � Stante� i 85 �:.� f.IGHTIS�+G PLAN rei.�i..�.e Ci['i1VE -_ �,�•��� ,,- .,•;,•..�,.,:.., t7EfAlLS HA�LEY AVENUE IMPROVEMEPl�S - •rrr.•;rec . :�..�:.-i.� �' ��'er�F�iec ar�A�`ro3C�ritv ry^er �.--i:i.:�•.55��! - _ �' �,.�„ , ,..„„_��...; ,,� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 21� � ��o °��o o�o� o�o� READY MU(ED MIN.3000 READY MU(ED MIN.3000 �p� PSIAIR ENTRAINED PSIAIR ENTRAINED o��' - FLOOD CONCREfE FLOOD CONCREfE �m"= LIGHT LIGHT O 6-#6 O < 6-#6 0 �r . 1. REINFORCING BARS O �1 , fe REINFORCING BARS . FULL DEPTH FULL DEPTH o�� • .�1.. 1 �J 1. oQOQ 1, l< ��>� #4 HORIZONTAL TIES #4 HORIZONTAL TIES 1`z�� SPACED @12"MAX. 1-z SPACED @12"MAX. `°`O z�� lp�� z�� ORASSHOWN _ 2"�10" 2" ORASSHOWN N FLOOD N FLOOD I LIG HT j LIG HT r �� i� GROUND i� GROUND �� � LEVEL � ¢a �i i LEVEL � ¢a i i o �atan� i i � a�� � i I mrv1@1 � � � m rv1 @1 I �� I I � I I I I 1 I I O Q �, #4 HORIZONTAL TIES �, #4 HORIZONTAL TIES SPACED @12"MAX.OR SPACED @12"MAX.OR AS SHOWN NOT ALL BARS AS SHOWN NOT ALL BARS SHOWN. SHOWN. �a vai �a vai m in m in ��1'-2"�I ��1'-2'��� - LUMINAIRE C LUMINAIRE D SHALL BE PAID FOR AS LUMINAIRE C(2545.511) SHALL BE PAID FOR AS LUMINAIRE D(2545.511) AND MFASURED BY THE FACH. AND MFASURED BY THE FACH. u �.� ,� ,--L' ' :'.[�- r•:�• . , _- •`' �;'��€t���I�F�`k�A'�Y`9'0%`d" t:t��E���� � Stant�C C1TY �� CaTTAGE GR�V�, MN 185 r-r f.IGiiTIS�G PLAN rei.�i..�.e Ci['iIVE -_ �,�•��� ,,- .,,;,•.„,,.;:.,, �7EfAlLS HA�LEY AVENUE IMPROVEMEN�S - .rrr.•;rec . :�..�:.-i'� �' r��er�F�iec ar�A�`ro3C�ritv ry^er �.--i:i.:��.55��? - . �,.�„ , ...„.._��...; ,,� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 21� � ��o °��o o�o� w� o�a� o� o��o _ma� _o�= a�= ��ro Ol LUMINAIRE C O LUMINAIRE D NOTES: 1. ACCENT LIGHTS DIRECTED STRAIGHT UP AT TREES TO BE LOCATED AT INTERSECTION OF TREE CANOPIES.FINAL LOCATION TO BE DETERMINED IN FIELD. r: ! (r ia ;.o r�f�yx f�}� �' '�;� 5�,��i �" + 'cn �����1r,, .,,�:. � _�: ��1 �h f + � `� l' � �`��S/W,,�i�;F,, �� ' � Y, � �h� f�ti\;�: ;"a °" r '��t ,l i i� h � 'y� �! ��� �j�' J 'S . '' y � ky r�p � � {:�. ��'�'� `�ll 1'��' � `=+ fi��� ,�!`�'vf�M�,. � j �l Y,>jr: 1C�� i f � ..' 1 , .35;r/-15)QEGRES 1\, 3.5{r�-15)QEGREFS .1 74� ` 7 , ; 8=6[}�EGREES I. _ I.�.-� �� {.��) 1' `�,�j_'�__-� ;�-:. 8=b0 Q�GREFS �` ;.��. 3_a�� �_��,� ��., � [. � _;�,_ � � o ROUNDABOUT LIGHTING - ELEVATION o � �:� ,� ,--L' ' :'.[�- r•:�• . , _- •`' �;'��€t���I�F�`k�A'�Y`9'0%`d" t:t��E���� � Stant�C C1TY �� CaTTAGE GR�V�, MN i87 r-r f.IGiiTIS�G PLAN rei.�i..�.e Ci['iIVE -_ �,�•��� ,,- .,,;,•.„,,.;:.,, �7EfAlLS HA�LEY AVENUE IMPROVEMEN�S - .rrr.•;rec . :�..�:.-i'� �' r��er�F�iec ar�A�`ro3C�ritv ry^er �.--i:i.r�•.55��? - . �,.�„ , ...„.._��...; ,,� 5AP i80-1�7-004 8�5AP 18�-1 i i-0D3 21� � 0 0- CONTRACTOR SHALL PROVIDE CONDUIT UP POLE TO WFATHER-HFAD. �� °'�o ELECTRICAL UTILITY WILL PROVIDE FINALTERMINATIONS.COORDINATE KEY NOTE POLE MOUNTED °��� �UTILITY TRANSFORMER ELECTRICAL SERVICE WITH UTILITIES. - UTILITY POWER POLE 120/240V SECONDARY,1PH,3W m�p� � O A MAIN BONDING JUMPER SHALL BE J �°�� UTILITY TRANSFORMER USED TO CONNEC7 THE EQUIPMENT = 2"C-3#1 o��m GROUNDING CONDUC70R(S)AND THE — �o�� SERVICE DISCONNECT ENCLOSURE TO I��UTILITY METER �� THE NEUTRAL PER 2011 NEC ART.250. I M I - L J SERVICE CABINET — �100A,120/240V _°� - - 1PH,3W,NEMA3R _"� � )100/2 22 KAIC, o�o � � 20/2 20/2 '�`��_ _m m_ 05>o i i �o�0 2%2 20/2 I o —'T 'T— � _� �_ I IN I G MAIN BONDING JUMPER#6 O I SERVICE CABINET 120/240V —�5/8"X 10'GROUND ROD SINGLE PHASE CKT CKT CKT CKT CKT 2,4 6,8,1�,12 11,13,15,17 3,5,7,9 1 11 1111 1111 1111 ELECTRICAL ONE-LINE DIAGRAM -SERVICE CABINET �� � � � NOT TO SCALE LL LLLL LLLL LLLL LLLL LLLL LLLL NL I I—I I I—I I I—I I I I I—I I I—I I I I�aIGATION — — — — — — I I I I I I I I I I I I,,,I I I I I I I I I SERVICE \ _ _ _ _ _ _ CPBINET SERVICE LATERAL � B15 B17 A17 B18 B20 B22 A19 B24 A20 A21 A22 A24 AS B16 A15 B19 B21 A18 B23 B25 B26 B27 A23 ALL CONDUIT AND WIRE SHALL BE 1.5"C-3#8,1#8G qq q3 A2 A1 B13 B11 B9 A14 B7 BS All B2 A9 ELECTRICAL ONE-LINE DIAGRAM - FIELD WIRING NO SCALE AB B14 Al2 B10 BB A13 B6 B4 A10 B3 B1 A7 B32 B30 B28 HH B18 A6 B33 B41 B29 A25 - C1 C2 C3 C4 � CB C7 C6 CS /\ �-'S 1��1 �2 03 NN ['.- = y�. : :�� �r.�• �� C1TY D� CaTTAGE GR�V�, MN i 88 _ .;.r ❑ [.!]lE�]�L __ �:.� �'RELTMINARY 90 /� � �' � $�a�"it@C i.i�r�ri�c��AN ' ;I'r A�7fiiI Z� ZO1� C['i1VE , ,, ,nj '. 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F�a,otEv�,vEr�UE HADLEY AVENUE IMPRpVEMENTS - _ +-"�;"5S �� SAP 18G-1Q7-0C�a&5AP 180-1 i i-0O3 ��4 , . . �..w_.,, ..,,_��, � 830 83� -- ='L=-LI'1_ a.C��Y ��,�`: ui�'�ilti� l::n ]7.G 1�3d+�jQ J:.i fi3.� - 828 HAOLEY AVE 828 - $26 82S 824 B2A 822 - q _ .. �,� - � 822 _ _ s2o ;r.- ^_sG�.a_ �.x�w_ ry _.z.uo�---- - -..au;., - n.�k_�.-�'.:�,w-._, - _---__- a2o - - - t - - - _ aia ==r`T_-`_' -; = --_--__=i- _ eie i 816 81& 814 ,o y74 .- oi -•w 81F .70 -a"J -50 -lU -3� -2G -t0 �1U •�U �3U +44 •54 �60 -7U �t2 81D 630 1p34+2S RO'.N P�6P.�ML 828 MA�LE'f.4VE aa.a 6�.a BL� 826 62n 824 924 822 822 820 -- - 620 - - - . - 2-�.15 - -=ri.8G�4- �--_-_ -._-_-- - .- - - 818 _ " � � ' -i -— - - -- —$.-��- - --'-� -.---- --- - 6iH �� , _ 816 " W 6�8 81r ���m 6t4 � 812 °�°0 B�2 -74 -64 54 -04 -34 -2L� -iU +lfl =2a +34 +A4 +59 +6Q +70 832 832 iQ3�+75 630 HAO L E 7'AV E 83U 828 828 626 � � 82E 82S 824 a2z azz s�o - - a2a �i1li> __— -- — "1�Qi_ _ _ __ _ � �_ __ 8�� " —' . �� ���_� -- — __ — —— - __ _----— — — _ --"�—__ . —�'��— I (3�8 r f .—� — — �— — _ — — — — __ — — — — _ — — —�— — I 616 � ' � f 816 � 81; ��-m B7A :� .�, 812 -7� � � �0 -30 -2ff -10 f� .10 +20 *3fl +4fl +50 +fi0 *7a 872 - - 828 828 -' 'KC�✓-LIYL K�1M1' �iOri' P�iO�-IIN� tiii.M .'sF.ft 143�+2� 4i.5 F.i.fi 826 FiAOLEI'AVE 820 - 824 824 822 - 622 _ 820 926 - =9�°� --- - �=e.4s;.:�_- x ---.._.------- - 818 � -- - --- - - �`=F-- --�— _#_�--"------'��J'- --_--_._- - - - 618 niE �j- - - - � - - a�s 8la 8�4 - A�12 r r°�i 412 ,� - RIG ��°� 8�� - '70 -FiU -50 -4U -3G -2U -iQ -1U +2G -3J +46 -5`1 *riG -70 `� Stantec CITY DF CDTTAGE GROVE, MN _ . . . �:F � c�oss s�cr�o�:,s 200 ,,,.�., ,,„ , ,; , ,,. 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