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2014-07-16 PACKET 04.J.
REQUEST OF CITY COUNCIL ACTION COUNCIL AGENDA MEETING ITEM # DATE 7/16/14 0 0 PREPARED BY: Community Development Jennifer Levitt ORIGINATING DEPARTMENT STAFF AUTHOR *******�********�*******�**********************� COUNCIL ACTION REQUEST Consider approving the plans and specifications and establishing a bid date of August 14, 2014, for the 70th Street and Meadow Grass Avenue Intersection Improvement Project. STAFF RECOMMENDATION Adopt the resolution approving the plans and specifications and establishing a bid date of August 14, 2014, for the 70th Street and Meadow Grass Avenue Intersection Improvement Project. BUDGET IMPLICATION: $172,320 $ MSA/Streetlight Utility BUDGETED AMOUNT ACTUAL AMOUNT FUNDING SOURCE SUPPORTING DOCUMENTS � MEMO/LETTER: Memo from Jennifer Levitt dated 7/9/14 � RESOLUTION: Draft ❑ ORDINANCE: ❑ ENGINEERING RECOMMENDATION: ❑ LEGAL RECOMMENDATION: � OTHER: Construction plans ADMINISTRATOR'S COMMENTS � �c� � � ity Administrator Date ********�************�***�*******�****�********* COUNCIL ACTION TAKEN: ❑ APPROVED ❑ DENIED ❑ OTHER Cottage / Grove � Pride and PCpSPerlty Meet To: Honorable Mayor and City Council Ryan Schroeder, City Administrator From: Jennifer M. Levitt, P.E., Community Development Director/City Engineer Date: July 9, 2014 Re: 70th Street and Meadow Grass Avenue Intersection Improvement Project: • Approve Plans and Specifications • Establish Bid Date Background: The City of Cottage Grove and Washington County have been working cooperatively to address the concerns raised regarding the intersection of 70th Street (CSAH 22) and Meadow Grass Avenue. The County's study of the 70th Street corridor had proposed a traffic signal at the intersection with Meadow Grass Avenue to address the increased traffic volume on 70th Street; with the increase in traffic volume there is a reduction in the gap spacing during peak hours. The reduction in gap spacing means the level of service decreases at the intersection and motorists start to make more risky turning maneuvers to enter the flow of traffic. This trend can increase the number and severity of accidents. The proposed traffic signal and turn lanes will improve motorist and pedestrian safety at the intersection. A cooperative agreement between the City of Cottage Grove and Washington County for the Design and Construction Costs of CSAH 22 and Meadow Grass Avenue Intersection Improve- ments was approved by the City Council on June 18, 2014. The Agreement outlined that the City is the lead agency on the project. The City is the responsible party for survey, design, bidding, construction administration, and testing for the project. The cost participation for the project will be based upon the "Policies for Cost Participation Between Washington County and Other Agencies for Cooperative Highway Improvement Projects." Currently, the proposed ex- penditure for the City is $172,320. The City will be funding the project from MSA Funds and the Streetlight Utility Fund. As outlined in the agreement, the City is the lead agency; due to this fact the City will be reimbursed from the County 4 percent of the total construction cost for the project. The project is proposed to be substantially completed in mid-October of 2014. Discussion: Plans and Specifications Plans and specifications have been prepared in accordance with the City, County, and MnDOT standards and specifications. The engineers estimate for the improvements is $330,000. Fund� ing for this project will be from the Washington County, MSA, and the Street Light Fund. Honorable Mayor, City Council, and Ryan Schroeder 70th Street and Meadow Grass Avenue Intersection Improvement Project July 9, 2014 Page 2 Bid Date A bid date of August 14, 2014, at 10:00 a.m. will give ample time to provide the required notifi- cation to contractors. Recommendation: It is recommended the City Council adopt the attached resolution approving the plans and specification and establishing an August 14, 2014 bid date for the 70th Street and Meadow Grass Avenue Intersection Improvement Project. RESOLUTION NO. 2014-XXX RESOLUTION APPROVING THE PLANS AND SPECIFICATIONS AND ESTABLISHING A BID DATE FOR THE 70TH STREET AND MEADOW GRASS AVENUE INTERSECTION IMPROVEMENT PROJECT WHEREAS, plans and specifications have been prepared in accordance with the City and County Standards and Specifications for the 70th Street and Meadow Grass Avenue Intersection Improvement Project; and WHEREAS, a bid date has been established for August 14, 2014; and WHEREAS, the City Engineer has presented such plans and specifications to the City Council for approval. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, approves the plans and specifications and establishes a bid date of August 14, 2014, for the 70th Street and Meadow Grass Avenue Intersection Improvement Project. Passed this 16th of July, 2014. Myron Bailey, Mayor Attest: Caron M. Stransky, City Clerk � ' � �1![ � N!U �SaTA � E A�� � TM E N T Q�1= T RA I� 5 P�C3 RTATI �J N ����o�ER���� SP���F���T�o� � � � THR 2014 EPJTIQN OFTHE MINNESOTA DEPAIiTt�lEN7QFTRANSpORTAY1qN "STANDARD f SPEdFlfA7i0NS WR CONSTAIIGTIpN" ANO THE 20i4 EDITFON Of THE "MATERIN$ LAB CSAH 2�/70TH STRE�T AND MEADQW GRASS AVE�VU� iNTERSECTIt�N If1/IPRC�VEMENTS S�PP�M�►TA�SP���F«�oNS�oA�N�R�������E S.A. P* �.80-Q20-QQ8 & S.A. �. Q82-622—�11 _ AU, TNAfFIC CpNTROL DEVICES SHAIt CONFOHMT'OTHE MMUfCO, INq.UDING "FIELD TH� COUNTY Q� 1NASH1I�GT�N LI 1 I Q� C� I 1 AVE V RQVG �+V+NVAIf'ORTEMPQRARYtONI'AOLIANfU1Y011T5° CQIVSTRUCTtQN PLAN FOft GRADING, AGGREGATE BASE, BITUMINOUS PAV�NG, CONCI�ETE CURB & GUTT�R, �ONCR�TE tNDEX PE��STRIAN RANfPS, BlTIIMINOUS TRAIL, STORIVI SEWER, SIGIVAL, AND LIGHTING S k���p, p�scairr�oN . �. �ir�.� s��r . LdCA7'E� QN CSAH 22 ,,,, FROM 40p �.F WEST O� MEADt�W GRASS AVE TO til��iDW00D AVE, z 4��eN� ............................. ......... . �........ ..,.......... ...•.,....•..•..,....•.... ..�. 3 STATEMENTOfEST1MATEDQUANTITIESAND7ABULATIANS �� ,LL1_1_t�l:.l! �_I..j��.L.l��%� 1,_ ���; \ , � �,.�.___) +4 REMOVAts . .�� ��� _� �, � ��`� . . s ryaicn�seaioa�s � ;(\ - � 1 �� �. � � � 6 ERQSlON CONTROLPIAN • , a " .-.J -, a '. �f � �---_ `�-, _ 7 6RADING�IAN t M �ADOW GRASS AVE STA 28+57.69 TO STA 31+83.85 � � �l �� .' � � _ `'� ;- � ' � � ( • - 8 UTILtTY IMPROVEMENTS 326.16 0.06 - �+1':` .� `' ( GROSS LENGTH .......................FfET , , , MILES. ( �� _ . �ti� � t , � 9 STREETIMPROVEMENT$ 8RIDGES•LENGTH . .... , NIA . , . , .. . FEET . NIA . .. MII.ES . .1 � �� J � � ,. - � � � � i--- 10 SIGNING At�lD PAVEMEN7MRRKiNG PIAN �X�PTIONS-LE(�1GTH .. .. , N�A . , . , . . . FEET _ N�A ; MtLFS � � ` ,�, ..�� ._: _. , �' � NET�L[N�TH ........,. . OQ . MItES ••-�— � ;� }� .� _ ' .. .r � .���� ..., ,�', flllllIl � ��f � � 11-12 CROSSSECT{ONS-70THSTREET / [�7 �'\ r, � � /,/ ' .,�� 13•19 DE7All5 ,, �,� ; : ��./�,� �� -... �._ � .i I _� �t -�� ` �✓/ � - � ; 2o-za SIGNALPIANS CSAH 22 STA 6+p712 TO STA 32+51.57 ,,-� < `. ' ;\ � �.. � ` —� t �� :.�.,� -• ••, L:_ L'± � �"�(^�> ..0 �I' '.,- �.� —� ;��, �--� �` 29 INTERCON�VEGTPLAN , GRO55 LENGTH . . .. , . . 26A4 45 FEET 0.50 , MIIES . / �� �, ,' j. ^''f .� \ � .�� 1, � � r� Y � f �' , . .. . . . . , - . -......�. BRIDGES•LENGTH .... NI�1 .FffT . �IA.. . MIlES __-" ��, �`r' �f� •,, •'' �,' `__- ��`: , `� � C.'.�� N A N A �� 3�/ ' � ' \ ' � `"- � , � ... .:�, � �,, � � THISSETOFPtANSCQNTAINS 29SHEE75 EXCEPTI�NS-tENGTH . .. � . . FEET . I . MIL�S ;� �� ( / , , r � �L _� � ,/' � .� �. -� NET CENGi'H � ..... 2644 45 ... .FEET . 4 50 . MILES . �� r `�.: � ° - - � `!! 1E`• f ` . . . . ' � _ �" �! /; �,: � .y •••,,,� i -. J �� M1MPOFTHE . . . .. .. ' ' '��� �Y " � P.� . �" � 3unF - �; __..__ . ` CffYQFGdTTAG�GROVE -�-- _' .i1 . ._ -- -.._��. - ��� � ���r 7���rtrw� � . wn4�r+aroacoumr.�x T �� -... � , � � �_���.� � �'- - ' f ,� � �Lf °'^.. �:` T E(VD �� -6�Sil ,A.R: - 8 • �� -- ,�•'� , � ENPSk„� '$,$,¢2 IL` BE A. Z62 11 1. � 57Ai3 ,5 ,;.� s "'�`� ^ LOCAIAGENCYSIGNATURES: � A.^6�_ � �; :���.� �� � , � - �r.l��� �. `, � �> IHEREBYLEflTIFYTHATTNISMNN SPECifICATtON,ORRfPONTWASPREPAREO DESfGNDFSIGNATIONS,A.P,082-622-011 �"���" }�� �, 6YMEORUNDERMYDIRHC�SUPEftVlSIONANDTf1AT1AMAD}1LYUCENSEO GSAH22 ���� -�-• �"�_._;.. ��• PROFF.SSIqNALENGINEERUNDERTH6UlWSPfTNESTATEOFMINNESOiA. ENiB� 895,000 ����� _ ._�, ,�,.� R VALUEt 39 ' '"�� -�• � r � r r ;,�- . ._ ^ � PRES, AD7 (2014): 8,414 _., ' , . , . . .. R 1J)• . .� ' , + � � �/��.'' PROJ. AdT (2034)� 11,780 �,' ���� ' 7 �, J OESIGN LOAD 10 TON /^ � I ' K6VIN P. KIElB ' . , �: ., . . NUMBEROFTRAfFICtANFS, 2 � j f � "�� .:'•" .-� - ' �"` ; • � ' > � ( ` � � � DAT LICENSB „�32u NUMBER QF PARKING lANES; NA , �..�i � �,.�-� _.�� - ,�.�•�✓ 1�' '� � •r • ..�. � � ° QESIGN SPE@D: 50 MPH ` �--. ` ' �--�- .i f� 1° ��' . , _� � _ ' � 6ASEOONt SSD � to / �-_ ..*�� - '� ° �.-'"Z� - ' - ) � .�` �(i �. hEfGHTOFEYEt 3,5' � � ,,..•..= '� ��,,-�.��-._� f�i�.l� ? I , ��� 1 �,� va� ' t iq' HEIGHTOFOBIE4T: 2.0' �•. � C' ."". ,-"`t � , � ..._ ,-� � . . .._.• ; f : ; A t}. �o: �N N��t �..� �,,.i � �.���... , 1 _ .... __ ._. � �TL� zRAr� \ ..�-_.,,,� .,'`;, � I � pa'►�� r D S�NSPffO: 20MPH � \ � ...•� .' ' " , l-�-� ._...._ -,�I, v.., � TRAILWIO7H: 8' � r ' ��� , APPROVEO ASH�NGTONCAUNTYEN INE£a HEICiHT OF EYE� �},5' INDE% MAP HEIGHTQFOBJ�CI: 0.0� , o sao iaoo Hoe� TEA(DAPPRQVA : SvtF fetl NRTE; EXISTING UIILITY INFORMATION �OWN ON TNIS PIAN HAS BEEN PROyiDEDBYTHEUTI�ITYOWNER.THEWNTRAGTORSHAILF�EIDVERihY � � �� PLANSCALES EXACfLOCATIONSPqIQRTQCOMMENCINGCONSTRUCTlONASREQUIREDUY _ OAtE STATE LAW: NoTIFY R 5o ioo GOPHER51'ATEONECAU 1-800-152-11660R I ftIG75TA7EAl0ENGIN6ER:REVIEWEDfop � Ho � ' .. ` PRp1ECT LOCATION •�� �Z. � S PtiANGE Wi7H ��Afp RUIES/Po �`� �� COIf(�TY WAS INGTON 'ffiESUBSURFAGEUI'ILITYINFORMATIONINTH�SPtANiSUfILIIYQlIALITY '�] Q � r •' LEVELCTWSU7ILiTYqUAIIiYIEVEI,WASDBfERMINEDAC40RDING70THE DATE / � f 0 10 2o RISTNCT ; M�RO GUIOfIINESOFC�/ASC636-02 �NTIT�Ep'��pARpGU1pEUNESfORTNE p AIOENGINEEft:q pppVEDFpRSTpTfA10 - v�ttr. �� FE� •• COI.IEGTION AND pEP{LTION OF FJ(InIN� SUBSURFACE UTILITYDATA:' �,/ Ut� �NG � �� � . � . . . .. sr"�ieai�minouu�NCia�r'an�ax�'�vo�iwl+r�inu�e�pnTr�am� � acaam �. . . . . .. . . . rxaa��wwworzaiuxonnyu+�aarxe�ureawxi:m� � B�LTON ge M'E N K I I�iG. ""` " °"` C077AGE GROVE, MINNESOTA "�°T �J ,��1���_, � Qonsuiting Enyinears a Surveypre 70TH STREET- MEADOW GRASS AVENIkE IKfERSECTION � 3.A.P 18O-QZO�DO9 '" i �� �� MANMAFO,MM FANMOQT,MN SIEEPYEYE,MN IUlWN1VyMNVAtLMU4MN OF �Np�� oww � CfI0.SXA�MN MMSEY MN MAPlEWOOD�MN �N(TEq,MNMNff57Et�MN TITLE SMEET . 29 �.w,�auw�,�,e toi�.Niwa�R..r�w� S.AP 082-822•O7'I t82H D771lRV1/ KPK AMES,IA SPEt![ER,lA OESMOINES,iAFMW,NO Kiwomxie�at�„cnoww�wuuooa.cw .raoaou«au� � � . uew ' a++ . EXISTING PROPOSED O IRONPIPEMONUMENTSET � ELECTRICTRANSFORMER O SEMAPHORETRAFFICLIGHT OHP-OHP OVERHEADELECTRICLINE z -�� ALIGNMENT/CENTERLINE � MONUMENTFOUND Oev EXNAUST VENT � SIGNAL BOX E E E UNDERGROUND ELECiRIC IINE RIGHT-0FWAY LINE OO CASTIRONMONUMENTFOUND d-- FLAGPOLE ORR SIGNALPOLE-RR e—�—� GASLINE ----------- TEMPORARYEASEMENT C STONE MONUMENT FOUND OFP FILL PIPE 05B SOIL BORING — Fo Fo Fo — FIBER OPTIC L�NE • • • • • • • • • • • • • • • • • • • • • • CONSTRUCTION IiMITS 0 POST SET OO GAS MANHOLE � SIREN c c c UNDERGROUND COMMUNICATIONS LINE CURB & GUTTER � BENCH MARK Qc GAS REGULATOR � SPRINKLER HEAD oHC — oHC OVERHEAD UTILITY LINE BITUMINOUS EDGE �AS AUTOSPRINKLER �GAS GASVALVE Q STORMMANHOLE —I I—I—i— WATERSYSTEM CONCRETEEDGE � ANTENNA p GAS METER QQ TELEPHONE MANHOLE » »—» STORM SEWER GRAVEL EDGE � AIRCONDITIONER � ACCESSGRATE � PUBLICTELEPHONE >—>—> SANITARYSEWER � Ms— M5� MS— SILTFENCE-MACHINESLICED q � C ANCHOR L�. HANDICAPPED PARKING � TILE INLET Fnn— FM— FM— SANITARY FORCEMAIN �� EROSION PROTELTION AT INLET _ OAP AIR PUMP � HAND HOLE � TILE RISER INTERMEDIATE CONTOURS � STORM SEWER MANHOLE p APRON -¢ HYDRANT �— TRAPfICARM BARRIER — -- INDEX CONTOURS ■ STORM SEWER CATCH BASIN/CATCH BASIN MANHOLE '(J BASKETBALLHOOP a IRRIGATIONCONTROLVALVE Q TRAFFICSIGN SIXTEENTHLINE ►— FLAREDENDSECTION - B{} BIRD FEEDER � LIGHT DECORATIVE G �� TRANSMISSION TOWER QUARTER LINE »—» STORM SEWER � BENCH -3�- LIGHTPOLE � UTILITYPOLE SECTIONLINE —> �> —> � SANITARYSEWER � BRACEPOLE � MAIl80X � VACUUM --------------------- EASEMENTLINE >—»��-->>— SANITARYSEWERSERVICE � CATCH BASIN � METER Qv VENT PIPE —x x x x— FENCE LINE � SANITARY MANHOLE o CLOTHES LINE POLE � POST � DECIDUOUSTftEE — CENTERLINE I� I— I WATER MAIN � CONTROLPOINT �u MANHOLE � CONIFEROUSTREE --------------- PROPERTY/IOTLINE —�—i—�—�—�—�—i— WATERMAINSERVICE � CLEAN OUT �Q LIPTSTATION MANHOLE Q STUMP — � � — � � — - � — � � — ROAD RIGHT-OF-WAY LWE � HYDRANT �CP COMMUNICATIONPEDESTAL � MONITORINGWELL a BUSH GRAVELEDGE N VALVE � CURB STOP VALVE � ORDER MICROPHONE � WELL BITUMINOUS EDGE � a SIGN O DITCHTOP � PARKGRILL Q WATERMANHOIE --------------- CONCRETEEDGE � STREETLIGHT b DRINKINGFOUNTAW � GASPUMP � WATERMETER --------------- CURB&GUTfER ------- INTERMEDIATECONTOURS �DS DOWN SPOUT �PIV POST INDICATOR VALVE � WS WATER SPIGOT --�--�� INDEX CONTOURS QQ ELECTRIC MANHOLE p PARKING METER D4 WATER VALVE m ELECTRIC METER sQ SANITARY MANHOLE '� WETLAND / MARSH �e ELECTRICPEDESTAL � SATELLITEDISH � WETLAND-DELINEATED PRIVATE UTILITIES EROSION & SEDIMENTCONTROL PROJECT CONTROL EX[STIN6 UTILIfY INFORMATION SHOWN ON THE THIS PLAN HAS BEEN PROVIDED BY 1. ALL PERMITTEES, CONTRACTORS, AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION 1. ALL COORDINATES ARE WASHINGTON COUNT! COORDINATE SYSTEM . THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY IXP.CT LOCATIONS PRIOR PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PLAN AND THE STATE OF TO COMMENCING CONSiRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHEft MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES PHASE 11) PERMITAND 2. HORIZONTAL COORDINATES ARE BASED ON GEODETIC POSITION NAD 83 (1986) STATEONE CALL, 1-800-252-11660R651-454-0002 BECOME FAMILIAR WITH THEIR CONTENTSAND IS RESPONSIBLETO COMPLY WITH ALL REQUIREMENTS STATED WITHIN. 3. VERTICAL ELEVATIONS ARE BASED ON NAVD 88 THE SUBSURFACE UfILITY INFORMATION IN THIS PLAN IS UTILITY QUALIIY LEVEL D UNLESS OTHERV✓ISE NOTED. THIS UTILIfY LEVEL WAS DETERMINED ACCORDING TO 2. THE BMP'S SHOWN ON THE PLANS ARETHE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE 4. PIPE LENGTH AND ELEVATIONS IN PROFILES ARE TO CENTER OF STRUCTURE THE GUIDELINES OF Cl/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FORTHE CONDITIONS. AS CONSTRUCTION PR06RESSES,THE PERMIT�EE/CONTRACTOR SHALL ANTICIPATETHAT COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA" ADDITIONAL BMP'S MAY BE REQUIRED AS SITE CONDITIONS CHANGE AND SHAIL PROVIDEADDITIONAL BMP'S TO MEET APPLICABLE REQUIREMENTS. —cN cN cN— CABLENUNDERGROUND 3. ALLWORKANDMATERIALSSHALLBECONSTRUCTEDACCORDINGTOTHEAPPROVEDPLANSANDSWPPR � Fo — Fo — Fo FIBER OPTIC UNDERGOURND ANY DEVIATION FROM THE APPROVED PLANS SHALL REQUIRE WRITTEN APPROVAL FROM THE OWNER. — E E e e POWER UNDERGODUND 4. THE NPDES PERMIT IS BEING OBTAINED BYTHE DEVELOPER. THE SWPPP IS BEING PREPARED BYTHE G G G G GASUNDERGORUND DEVELOPERANDWILLINCLUDETHESCOPEOFWORKFROMTHISUTILITYANDSTREETIMPROVEMENTS c c C C COMMUNICATIONUNDERGROUND PROIECT.THESTREETANDUTILITYCONTRACTORWILLBEADDEDTOTHENPDESPERMiTASA RESPONSIBLE PARTY FOR THAT PARTICULAR SCOPE OF WORK. — oHp — oHP — OHV — OVERHEAD POWER — aHC — oHC — oHC — OVERHEAD COMMUNICATION — oHU — oHU oHU — OVERHEAD UfILIT1ES UTILITIES IDENTIFIED WITH A WN-TfY LEVEI: LINETYPES FOLLOW THE FORMAT: UTILI(1'TYPE-QUALLfYLEVEL EXAMPLE: — a-A — c-A — GAS, QUALITYLEVELA UTIlI7Y QUALITY LEVEL (A,B,C,D) DEFINITIONS CAN BE FOUND IN Cl/ASCE 38-02. '"�'�"""` o M�g ° ar °^� COTTAGE GROVE, MINNESOTA pR�E��"�,«,�� �„� o�m u;�s��,ES' s';m BO LTO N Sc M E N K� 1 N C. sHEET � ,Q Consulting Engineers & Surveyors 70TH STREET- MEADOW GRASS AVENUE INTERSECTION Z ✓. ,p * ,� 1 O�j� M�B MANKATO,MN FAIRMONT,MN SLEEPYEYE,MN 9URNSVILLE,MN WILIMARMN OP S.A.P. 'IHO-OZO-OOH KEVIN P KIELB ���o CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER,MN ROCNESTER MN 8dton8Medc,hc2014,AI�RightsRamed S.A.P.082-622-011 23211 07/162014 KPK AMES,IASPENCER,IADESMOINES,IAPARGO,ND LEGEND 29 :�:�cornwetoezaa�cnotcaoiioazaicao2ay s�zamiar.svsaw.a STATEMENT OF ESTIMATED QUANTITIES BASIS FOR QUANTITIES TOTAL aN PARTIQPATING CAUNTY PpRTICIPATING HY�RAULIC SOII S7ABILIZE2 NPE 5 210D LBS/ACRE � CSAH 22 CSAH 22 BI7UMINOUS MATERIAL 115 LBS/SY'IN i NO. NOTE MAT� NO. ITEM DESCRIPTION UNIT QUANTITIES NON- (S.A.P.184020-008) (S.A.P.082-622-011) ppRTIOPATING B�TUMINOUSTACKCOAT 0.07GALjSY ESTIMATE FINAL ROADWAY STORMSEWER LANDS[APING ROADWAY STORMSEWER LANDSfAPING AGGRE6ATEBASE,ciA555 110LBSJSY'IN 1 2021.501 MOBILIZATION LUMPSUM 1 0.34 0.66 2 2104.501 REMOVECONCREfECURBANDGUITER LINFf 370 350 ZO STANDARD PLATES 3 2104.505 REMOVE CONCRETE PAVEMEM SQYD 55 42 13 4 2104.505 REMOVE BITUMINOUS PAVEMENT SQYD 1686 340 1346 THE FOLLOWING STANDARD PLATES, APPROVED BYTHE FEDERAI HIGHWAY ADMINISfRATION, SHALL APPLY ON THIS PROJECT. 5 210.1.505 REMOVEBITUMINOUSTRAIL SQYD 387 6 381 � 6 2104.509 REMOVE SIGN EACH 4 4 PLATE NO. STANDARD PLATE i 7 2104.509 REMOVE MANHOLE OR CATCH BASIN EACH 2 1 1 3000L REINFORCED CONCRETE PIPE (5 SHEETS} 8 2104.511 SAWING COP1CREfE PAVEMENT (FULL DEPTH} LIN FT 12 6 6 3006G GASKET JOIPtT FOR RC PIPES (2 SHEETS) � 9 2104.513 SAWWG BITUfY11NOUS PAVEMENT (FULL DEPTH) LW FT 1160 210 950 i 3145G CONCREfEPIPEORPRECASTBOXCULVERTTfES 10 2104.602 SALVAGE AND REINSTALI STREET LIGHT EACH 1 1 40201 MANHOLE OR CATCH BASIN (2 SHEETS} il 210.1.602 SAIVAGE AND REINSTALLSIGN EACH 4 4 i 12 2104.602 SALVAGE AND REINSTALL HYDRANTAND VALVE EACH 1 1 4022A MANHOLE OR CATCH BASIN COVER - 3' X 2' OPENING � 7035N CONCRETE WALK AND CURB RETURNS AT ENTRANCES � 13 2104.602 SALVAGE AND REINSTALL FLARED END SECTION EACH 2 2 � 14 2104.603 SANAGE AND REINS?ALL STORM SEWER PIPE LIN Ff 32 13 19 703SA . DETECTABLE WARNING SURfACE TRUNCATED DOMES i 15 2105.501 COMMON EXCAVATION {P) - S�REET CU YD 430 75 355 7100H CONCREfE CURB AND GUTTER (DESIGN Bj � 16 2105.501 COMMON EXCAVATION (P) -TR41L & SIDEWALK CU YD 95 10 85 8111E TRAFfIC S�GNAL BRACKETING (3 SHEETS) 17 2112,604 SUBGRADEPREPARATION SQYD 1550 490 1060 81328 PREFORMEORIGIDPVCCON�UITLOOPOETECTOR 35HEET5 18 2123,610 SKID LOADER HOUR 2 1 1 19 2123.610 STREETSWEEPER(WtTHPICKUPBROOMj HOUR 2 1 1 20 2211,501 AGGREGATE BASE C1A55 5 TON 970 113 857 21 2211.501 AGGREGATEBASECLA555100%CRUSHED TON 1S0 7 173 EARTHWORK 22 2357.502 B�TUMINOUSMATERIALFORTACKCOAT GAL 110 20 90 MEADOW � 23 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (2,8) TON 62 2 60 AREA CSAH 22 GRASSAVE TRAIL SIDEWALK TOTAL i 24 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) TON 386 46 340 CUT (CY) 355 75 90 5 525 j 25 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE {3,C) TON 161 46 115 FILL (CY) I55 15 30 0 200 26 2503,541 15" RC PIPE STORM SEWER CL V lIN F7 49 5 44 NOTE: HAUL EXCE55 MATERIAL OFFSITE 27 2503.541 21" RC PIPE SiORM SEWER CL IV LIN fT 7 7 28 2503.602 CONNECTTO EXISTfNG SiORM SEWER PIPE EACH 3 1 2 29 2504.601 IRRIGATION SYSTEM REPAIR LUMP SUM 1 1 1 30 2504.602 ADIUST VALVE BOX EACH 5 2 3 31 2504.603 6" DIP, CL 52 WATER MAIN, INCL POLY WRAP LIN FT 5 5 32 2506.522 ADJUSTSTORMSEWERCATCHBASINCASTING EACH 3 3 33 25W.522 ADIUSTMANHOLECASTING EACH 2 1 1 34 2506.602 4' DIA STORM SEWER CBMH, 8' DEEP, INCL R3290-VB CSTG AND HDPE AD7 RINGS EACH 2 1 1 i 35 250G.602 4' DIA STORM SEWER CBMH, S' DEEP, INCL R-4342 CSTG AND CONC SfOOL GRATE FRAME EACH 1 1 � 36 2511.501 RANDOM RIPRAP CLASS III CU YD 10 10 I 37 2521.501 6°CONCRETE WALK SQ Ff 510 300 210 � 38 2521.602 CONCRETE HYDRAM'ACCESS PAD EACH 1 1 39 2521.618 6" CONCRETE WALK SPECIAL SQ Ff 52 52 40 2531.501 CONCRETE CURB AND GUTTER, DESIGN 8418 LIN FT 380 380 41 2531.501 CONCRETE CURB AND GUiTER, DESIGN 6618 LIN FT 490 300 190 42 2531.503 CONCRETE MEDIAN (NOSE) SQYD 30 30 43 2531.618 TRUNCATEDDOMES SqFf 134 134 44 2531.638 PEDESTRIAN CURB RAMP SQ fT 780 7S0 45 2563,601 TRAFFIC CONTROL LUMP SUM 1 0.34 0,66 46 2564.531 SIGN PANELS, 7YPE C � SQ Ff 98 24 7q 47 2565.531 TRAFFICCONTROLSIGNALSYSTEM SIGS 1 0.50 0.50 48 2565.601 EMERGENCY VEHICLE PREMTION EVPj SYSTEM LUMP SUM 1 0.50 0.50 49 2565.601 TRAFfIC CONTROL IMERCONNECTION LUMP SUM 1 1 50 2565.602 REVISE SIGNAL SERVICE CABINET LUMP SUM 1 1 51 2573.502 SILT FENCE, TYPE MS LIN FT 440 20 420 52 2573.530 5lORM DRAIN INLET PROTECTION EACH 4 3 1 53 2574.525 PREMIUMTOPSOILBORROW N CUYD 58 40 18 54 2575.505 SODDINGTYPEIAWN SQYD 24 il 13 55 2575.555 TURFESTABLISHMENT LUMPSUM 1 1 1 56 2575.604 SEEDING, INCL SEED, FERTILI2ER, AND CATEGORY 3 EROSION CONTROL BLANKET SQYD 515 515 57 2575.604 SEEDING, INCL SEED, FERTILI2ER, AND HYDROMULCH SQYD 770 240 530 53 2575.615 EROSION CONTROL MAT-SPECIAL SQ FT 430 430 59 2582.501 PAVEMENTMESSAGE RIGHTARROW)EPDXY EACH 4 4 60 2582.501 PAVEMENTMESSAGE(RIGHTARROW)POLYPREF EACH 2 2 61 2582.501 PAVEMENTMESSAGE LEF1'-THRUARROW POLYPREF EACH 2 2 62 2582.502 4° SOLID LINE WHiTE - EPDXY LIN FT 1270 65 1205 63 2582,502 4° DOUBLE SOLID LINE YELIOW - EPDXY lIN FT 180 30 150 64 2582.502 24" SOLID LINE YELlO W- EPDXY � UN fT 65 3 62 65 2582.503 ZEBftACRO55WALK5TRIPING SQFT 73S 738 '"°'���"'�'"A""��".��`°"'°"«��''°2r`",�P�P'"� oh9�go e° �,� COTTAGE GROVE, MINNESOTA S�ET pa� �;� E�°'„s� HES E�M, ;� � B O LTO N 8c M E N K, 1 N C. , / ��/ J Consulting Engineers & Surveyors 70TH STREET- MEADOW GRASS AVENUE INTERSECTION 3 S.A.P. 180-020-008 " e �� ���� oM�g MANKATO,MN PAIRMONT,MN SLEEPYEYE,MN BURNSVILLE,MN WILLMAqMN OF Bd�on8Rl�dc,Fn2014,Ai1RighisResev� KEVINPKIELB ��o CHASKA,MNRAMSEY,MNMAPLEWOOD,MNBAXTER,MNROQiFSTfqMN STATEMENTOFESTIMATEDQUANTITIES&TABULATIONS 29 H9COTPN1610B$TCAO\C3o110823tGO0.1Ag fi�24/20748:00:19Pf1 S.A.P. 082-622-011 23271 07/162074 KPK AMES, IA SPENCER, IA DES MOINES,IA FARGO,ND k � � � �� III I I/ � �..\ �, � � � n� III 1 l� � � � � I � III I III I II � �� �\\\\ � I � Iil _ Ip � � �� � `\ i III II I ' ll � \`\�• I / \ �� � I I III � Ill I n l\ ( �� �� ` I III I �� �\ � \` I I I � II � I I �� I � III II � ���� �\ � � I � III I III I I �� � �` � 1 � III _ IU ( I " ��� \`��� �/ � � � � i �� ( p{ I I I / �� � I � III III I I ��� / i i ��� `�,.�,/ ��i - a�iii i i"\�/� ���� i i �� ��� iii _�- � �iii i i�/�\� a�io i � � i i '/ �n�� u �_ i�' Qiii i i �I�� � i � i �( i o`b i�i �{ii i i � i i � ��ii iii i i � � �_ � I� III I I NOTES: y �,� y iI 1. 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"—�� � ��� � � � �� TO BE RELOCATED BY OTHERS `� � STATION=14+16.94 Lr9-_ -�?��-. �—J � J—�—�—J—J-7—�_�—�—J �—�-7—�--� � ���� . �� „ . `n7K�ti__C--C_��—C _C G _ � _ �—�—� �—�—�'—� C-__—�— _---_--_ _ .. � � , , : . __ : ..._ _____ �_--_ —_— — — — �--....�� _-�-�.—__ _ — _ _ _ _ — — _ — .- _ _ _ — _-�.-�z _-� --_ —_ _ -- _ — __ _________________ ____ — ____________ _ _—_ — --- --- ___ ____ ' _ ___________ �--- --- ---- — -- — — — — — --- --- �— _ / — -- — STATION=9+3132 ---- -- — -- — --- — � -- �_�������������� ����������������� �_�/ �_�_____ EMEN�ST ------ ---- --- 1 � � _ ' ' : . � --- ------ ., . .... 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' --- --- , - � �- -- � ------------- , ._ .:: ' : .; __�--------- � ., .:,� ' ;. . -- c� c� ENDS.A.P.180-020.008 ------------- I --�\ � �_ / / END S.A.P. 082-622-011 � ' y REMOVE BITUMINOUS ( �� � �� ���-� � PAVEMENT,TYR � `� � BEGINS.A.P.180-020-0OS REMOVESTORMSTRUQURE� ,I �^ - - �- _-___---- ----- --------------- � BEGINS.A.P.082-622-011 , ' , „ ___ ------------ ` ------------------------ �_ / -�` �---- ------ � ---- STATION 6+07.12 - - , , � . � ------ --- --- -- -------- - --- -- - - --- -- ---- �--- -------- � f� SALVAGE HYDRANT & VAIVE -�---- --- �� --- -- --- -- -- -- ------- -- - - ---- ----- - - ---- ------------- ---- --- -- - --- - ": SALVAGEIS"RCAPRON_____� --- - - --- -- �' - -- —�---- — ---- --- -- — — — — -- --- =— -- -- ---- � \T -------_ \ \I/j T �o�/ T � I -- -- ---- a +_ — — -- —J/f' i B � _ �i� i��� � �������% � U/ � � � i — -- -- --- — — — I J 1 n ' � � I ��� � o �/ \ � � SALVAGE & REINSTALLSTREET LIGHT T � ++ 6: �', � I � \ � �� � ��' � .` � � I � � � f � REMOVECONCREfE i� � I � I REMOVECONCREiE ,`� � r ��' �� �� -;. ��'�� PAVEMENT,nP. i� I � � I CURB&GUTTER,TYR � 1 I �' ' . �• i� � i I I I � 1����A�L' i i � � � I � � � �;, �\ `� \� ��� � � � 1 1 �', 1 1� I j � � �\ �.�. �� �y%� ��� j I � 1 1 � � � �1 ��`�� �_ � I I � � \ \�� �R � � I � I / ! \ \\� ��\ \� i� � � � � -'' �i \\ \\\\� a \�Q�\ \\� � ��/ I � � I � -- \ �\�� \ \ \ �� 4 �� \�\ � i � � � � I _ _ _ \� � � � '' \�� � �� � I \ 0 � \� �� � � I I ��\ \\�\\ �d\� \\\�� �\�\\ / i� i i i � �\ \\�\ \ \ � \� �\\ ,�/ I I � I i �\ �\\�\ �\ ��\�\\\�\ /�� \ I I � I� � � i � I I I \� i� � \' \ �\� �� ♦ / �� I I � I �( �� \ \ Q�� � � � �� I � � j i��� \� � � \ ���V� � % j I �---- I ii� � '�� \ ��o �� � I ,J------------- /� /%�\ �\\\ \� � �� I %� ���� �� �\���� � \�\� 1 v � � I ==_�� ��i%� �\ ���\\ ? �,\� ��\\ i ///�i I �� ♦ ��\ ��o �� � i � ��j� �\ �\r ��\ �` � ♦ I ;� � 4i \ �� i � . '"°'m"`�R'�"'""""��""'��"`"T"" / COTTAGE GROVE, MINNESOTA o ao eo a����a���ER��a�r���Setia�� MJB BO LTO N Sc M E N K 1 N C. eY ""'� 5"EET PftOFESSKKIALEN�AEEf111N FRTHEIAWSCfTHESTATEOFN3JNF50rA 1 HORZ. `> a��+� Consulting Engineers & Surveyors 70TH STREET- MEADOW GRASS AVENUE INTERSECTION 4 SCALE PEET „�?-W°ri �.h� M� MANKA70, MN PAIRMONT, MN SLEEPY EYE, MN BURNSVILIE,MN WILLAMR,MN OP S.A.P. 'IHO-OZO-OOH KEVIN P KIELB ���v CHASKA, MN RAMSEY, MN MAPLEWOO�, MN BAXTERMN ROCHESiER, MN Bdtm&Ider�c,Yn2014,AiIRlghisRessvetl S.A.P.082-622-011 232N 07l162014 KPK AMES,IASPENCER,IADESMOINES,IAPARGO,ND REMOVALS Z9 i:\COTTW15f08243�CA01C3D110�43Lt]ptdng 6I2d2014T.519AM R.O. W. r� R.O. W. I $0' � —�- VARIES 24' 1 18'- ' VARIES 6' 2' EX.12' EX.12' ME IAN CLEAR $ 14 THRU EX.13' THRU–�--�—� EX.SHLDR 1 ZONE TRAIL 5 , RTL � LTL �qNE MIN 2' CLEAR ZONE 2.4%(TYP) 2.4% (TyP) 2�____0% 2.0% r -- -----� 2.0% R 2.5% _ 6" NCSIDEWALK � 4 SS 5 AGGREGATE BASE, CL 5 2.5" iYPE SP 9.5 WEARING 8618 CONCRETE COURSE MIXTURE (2,8) (SPWEA2406) CURB & GUTTER, TYP. 1�"- BITUMINOUS WEAR COURSE, TYPE LV3 6" CIASS 5 AGGREGATE BASE, CL. 5-100% CRUSHED 2"- BITUMINOUS BASECOURSE,TYPELV3 SEE DETAILF 6-8" CLASS 5 GRAVEL BASE 8418 CONCRETE TypICAI SECTION EXISTING GRANULAR SUBGRADE CURB & GUTTER,TYP. � CSAH 22 WB - RIGHTTURN LANE A TYPICAL SECTION - EXISTING MEADOW GRASS AVENUE - NORTH OF CSAH 22 EX. 12' EX. 12' EX. SHLDR THRU –� EX. 13' THRU 13' LANE LTL y � RTL R.O. W. q R.O. W. ( 2.0% 2.0% 2.5% _ I MEDIAN VARIES VARIES VARIES 24' 24' 6' � SEE DETAILF TYPICAL SECTI ON CSAH 22 EB-RIGHTTURN LANE 2.4�(TYP) 2.4°5_ (_ 7y y p) 6" CONC SIDEWALK 6618 CONCRETE 4" CLASS 5 AGGREGATE BASE, CL. 5 CURB & GUTTER, 1�"- BITUMINOUS WEAR COURSE,TYPE LV3 100% CRUSHED 2"- BITUMINOUS BASE COURSE,TYPE LV3 8" CLASS 5 GRAVEL BASE (INCL. RECLAIM MATL.) EXISTING GRANULAR SUBGRADE �1 TYPICAL SECTION - EXISTING MEADOW GRASS AVENUE -SOUTH OF CSAH 22 2.0"-TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)(SPWE8340C) 2.0"-TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)(SPWE8340C) 10" CLASS 5 AGGREGATE BASE EXISTING GRANULAR SUBGRADE / � L PAVEMENTSECTION CSAH 22 TURN LANES 1.75"-TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)(SPWE8340C) STORM SEWER SCHEDULE 1.75"-TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,C)(SPNW8330C) STRUCTURE TYPE STD. 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CBMH 141. ..... . . . . ..... ..... . .. ... ... .. .. ......... . ' ........ ......... ......... ......... ......... ....... ....... ....... ....... ....... ....... ....... ....... . .... ....... ....... ....... . .... ....... ....... .... .. ....... ....- - ......... ......... ......... .... ..... , ......... ......... . ......... . . . . . . . ..... . ..... .... . ......... ......... ......... ......... ......... .....SFA 3 5....... CBMH-i00� . . . . . . . . .. . ...... . . ......... . .. :::::::.. ......... ....... .—.._ .. ......... ......... ......... ..._..... ......... ......... . . g3� .. ......... ...�... ......... .�..... ......... ......... ......... .....R=9f .59....... .5'�A�4+03 : ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ':...... .... :. BMH-200 : .. .... ..... _:::::: .:.:::. ....... ..:.::: :....:. ....... . ...:_ :::::.. ...._.. 93� ......... ......... ......... ......... ......... ......... ......... ......... ..I=91�1.18 12".yy..... 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VERT. � ���.,� Consulting Engineers & Surveyors 70TH STREET- MEADOW GRASS AVENUE INTERSECTION 9 SCALE FEEf SCAIE FEET S.A.P. �SO-OZO-OOH � ��� �� MANKATO,MN FAIRMONT,MN SLEEPYEYE,MN BURNSVILIE,MN WILLAMR,MN OF �JSdtrnsl.tma.tr�c zma,nnagntsr+gwea KEVINPKIELB ��o CHASKA,MN RAMSEY,MN MAPLEWOOD,MN BAXTER,MN ROQiESTERMN STREET IMPROVEMENTS 29 H9comNiStoeza�lcAOlCaova��f�c5m�+.y Nzazo147:ssaiAeq S.A.P.082-622-011 23211 07/162014 KPK AMES,IASPENCER,IADESMOINES,IAFARGO,N� 9 I III III i II � �� � I j �I III I 11 ��� / i PC32�53.89III I�I I �� ( \�` \�� I ��� � ^ �� � � I ��� 'I(,I ' � �� \\ � \ � � � ��� ���� � \\\\�� \\� / \`\\� I � III III I I" ��� �`� /� �`� I I �� III I I I / ��� I � �I III I I 4J ���� / �� i `�ll/� iii ii i i"\I/ c �'�� i �\I��� iii ia i i�%�\� Q a _ iii i � " \I/ i �i��fr� ii' ,— m i i �, v, p� II� � � O � LEGEND: � A � �/��\� I � III■I I �//I�\ � � �� � i � I�d��j III I f� � � • SIGNALPOLE � , � I� 8 � ill I I � (0£X9£) L,1 Y � I � III I I � � � vaos T �� I� � III i � O F+ PED PUSH BUTTON � i � �� �I� � i�j Ili i i � � i ,� iii ii 2' iii i i" � � POLYPREFORMARROWS ��I/ III �� '��'I (II � � I�I�/ � - � O N M E A D O W G R A S S A V E, O��� � � � � � � �p I I �J�� �� �� �� � � n�l' / o ¢ / � TYP. � � III � 1�� III I I ��\� /�\ � j� � ° m, a ♦'o "' � Q o � ¢� � � I \I/ s ,,� i —°— � � iii � i �o � � I /�� �.� /�\ "'w �r V o �� r � �� a � `"� N � � ���� � � p � i � � � � �� ,�� 1 Il � 4DY � � o ---- --------- � � ��� yl j ° ---------- --------- � --- ---- 45W -------- ------�- � -� - --- ---- €P@XYTY7RNARROWS - Oft -- } a� O --------------- ■ / � ---------- I oa �� 24SY CSAH 22. 70th Street - CSAH 22 dOlS �, � , , , �____ � � � �—�— anow a) '�_�' — _ -- — J J—�—J � J—� J—�—J �—�—J � P ,.\ C_C—C—C _ _—_ _____ ______ ___ _ —L_ �___ ------r-� —— �/� � � � 1 I 1 1 ------------- ' 'c ----------------------------------------------- _ =_ ____ ___________ ______ ____---- __ — — — -------_ --- —_�—�— ------ --------------------------------------------------_______________ -- . . . ---------- -------------------------,------�--- � I --�59FTRTE---- ---------- -- �� ----- -------------- -- ---------- - - ------------------- - -- ------ ------- -------- --------------------------------------- ------- - -- --------------------- 4-- ------- -------------------------- c� � ------------------------- --------- I ------------------------ ia ' ---- lZ -------------- 13 — �� __— _—_ _-- --------------------- --------------g —________________9 _ --_—_______-_.__�.____----- 1 ___--- __— —__ —___ '____—___ 6 � :30+OOA0 ------------------------------'___ __________— � — � — m � � _.�--r y— ' — — ---� _ _—__—_—__ _���_ �_-- _--_ ___________________________ ____________ ( - � - __ _______________________________ - __—�__--- �----------------------------- ___________________________ __ _—_—____—______---_—_� ______—_— ________________ --____—� _ ___ --- � �---- -�5-[1�F1`RR'II---------- -� - -------- REMOVE c� c� ----- --------- --- -------------------- �� � t / / � 15:1 � � � � EPDXYTURN ARROWS ON �� \ I� STOP � � � A� -- CSAH 22. 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"IHO-OZO-OOH KEVINPKIELB ��o CHASKA,MN RAMSEY,MN MAPLEWOOD,MN BAXTER,MNROCHESiER,MN SIGNING AND PAVEMENT MARKING PLAN 29 Bdton8A4sd�6ic2014,A1IRi9MsRe,eaved S.A.P.082-622-011 23217 07A62074 KPK AMES,IASPENCER,IADESMOINES,IAFARGO,ND M:\COTiW151Q92431CA�1C30\7082�602C.yg N2M2014]:51:49AR1 9zZ R R 9ZZ 10 50 930 R 930 920 � � 920 8 0 928 � 928 918 918 926 926 916 916 924 \ -- __ MEADOWGRASSAVE. MEADOWGRASSAVE. �-- -- 924 914 — � � ---- 914 �' ` ------- ---- — 922 _ 2.5 �� 922 912 � ---- — 912 ---- ---- ---- — -- 4, � 920 - 920 910 � , � 910 �� _` i � — 918 918 908 908 916 916 906 906 914 _z0 -10 � +10 +20 +30 +40 +50 +60 +70 +80 914 904 _$0 -70 -60 -50 -40 30 -20 -10 � +10 +20 +30 +40 +50 +60 +70 +80 904 924 924 10 0 932 R 932 922 922 7 0 930 � 930 920 920 928 928 918 918 _ MEADOW RASSAVE. 926 926 916 916 i �' — '---- _____ ____ _____ MEADOWGRASSAVE. ---- --- 924 2.Sg � 924 914 — — — — — — — — 914 ----- ---- � — ---- --- 4,1 ----- —�-- 922 � 922 912 912 i 920 V 920 910 910 918 918 908 908 916 _ZO -10 � +10 +20 +30 +40 +50 +60 +70 +80 916 906 _$0 -70 -60 -50 -40 30 -20 -10 � +10 +20 +30 +40 +50 +60 +70 +80 906 934 R 934 924 R R 924 932 7 a � 932 922 �� 9 0 � 922 930 930 920 �� 920 928 ' 928 918 PRO ERTY 918 �� —` �� MEADOW RASSAVE. ___ MEADOW RASSAVE.T AIL 926 — — — � � � 926 916 � — — — — — — — 916 --------- • i � ---- — 4,1 i � ------- 924 � \ 924 914 � � _ , � � �' � � — 914 i' �� 922 ` 922 912 � — � 912 920 920 910 910 918 -20 -10 � +10 +20 +30 +40 +50 +60 +70 +80 918 908 -80 -70 -60 -50 -40 30 -20 -10 � +10 +20 +30 +40 +50 +60 +70 +80 g � $ 936 R 936 926 R 926 934 6 O � 934 924 9 O � 924 932 932 922 922 930 � 930 920 920 928 ---------- • ° � 928 918 ---- ---- ----- • o _----- — 918 ---- --- 4,I � --- _ ¢ 926 � 926 916 \ � 916 924 ` � 924 914 ' 914 922 922 912 912 920 -20 -10 � +10 +20 +30 +40 +50 +60 +70 +80 920 910 _20 -10 � +10 +20 +30 +40 +50 +60 +70 +80 910 � 938 R 938 928 R 928 936 6 0 �� 936 926 $ O � 926 934 934 924 924 932 — — — — — 932 922 922 i �`'--- — -- 930 930 920 � 920 ---- ----- � ---- --- •� — --� �� ---- ----- ---- --- ,� 47 ��� 928 � " 928 918 918 � ` i �� �� --� 926 _' 926 � 916 916 924 924 914 914 922 -20 -10 � +10 +20 +30 +40 +50 +60 +70 +80 g22 91Z -20 -10 � +10 +20 +30 +40 +50 +60 +70 +80 912 IHER�YCERTfYTHATTH6PlP1V,5�ELfrICAT101{ORREPoRTI'llSPflEPMm °MJB � e• a� COTTAGE GROVE, MINNESOTA o io zo o s io a�«�R� BO LTO N Sc M E N K 1 N C. 5"EET ' PftOFESSpNALQifih£QtUNOEftTHEtA1Y50FTHE5TAlEOFMNNE50�A 1 HORZ. VERT. `� ��+» Consulting Engineers & Surveyors 70TH STREET- MEADOW GRASS AVENUE INTERSECTION il SCAIE FEET SCALE FEEf �e,u,c.ti � /`j,/�1��—� MJB MANKATO,MN FAIftMONT,MN SLEEPYEYE,MN OURNSVILIE,MN WILLMAR,MN OF S.A.P.'IHO-OZO-OOH KEVINPKIELB ��o CHASKA,MN RAMSEV,MN MAPLEWOOD,MN BAXTER,MNROCHES7EqMN CROSS SECTIONS - 70TH STREET-CSAH 22 29 - Bd�mBMxdttric.2014,AlIRIgMsResevi S.A.P.082-622-011 23271 077162014 c KPK AMES,fASPENCER,IADESMOINES,IAPARGO,ND H:iCOTTW151082431CAD\C30110@i3C/01dr.g 6I2M2014]:SB�M9 918 R 918 12 50 916 � 916 914 914 912 912 2.5% — — _ — 910 ---- — — --- ---- 910 � R'1 , 908 908 906 — — — 906 904 904 902 902 900 900 89$ -80 -70 -60 -50 -40 30 -20 -10 �, +10 +20 $9$ 916 R 916 14 0 918 R 918 914 7 914 12 0 916 � 916 912 912 914 914 910 _ — — — — _ — 910 2.0 _---- ---- — — ---- 912 912 908 _ — — — — — 908 .o ----- ---- 910 2.0% _ __ --- ---- A ��- � 910 906 � 906 908 —' _ �� 908 904 � � 904 _--' � 906 .906 902 � 902 904 904 900 � 900 902 902 898 898 900 80 -70 -60 -50 -40 -30 -20 -10 � +10 +20 g00 896 _g0 -70 -60 -50 -40 30 -20 -10 � +10 +20 896 918 R 918 13 50 916 � 916 918 R 918 914 914 11 50 916 � 916 912 912 914 914 910 5 � 0 — — — — — — — — — — 910 2.0% _ 912 — — — — — — — 912 908 908 2.0% — --- — 910 ' � 910 906 � � 906 908 ` 908 904 �� ' 904 906 906 902 902 904 904 900 900 902 -80 -70 -60 -50 -40 -30 -20 -10 � +10 +20 g02 89$ -80 -70 -60 -50 -40 30 -20 -10 � +10 +20 $98 918 R 918 13 0 916 � 916 920 R 920 914 914 11 0 918 � 918 912 912 z,5% 916 916 910 -- —'—'— 910 914 914 908 � 908 � 912 ``�.,� 2.5% ---- ----- // � . _ _ — — — 912 906 906 910 ` — ' 910 904 / 904 908 908 902 902 906 � 906 900 900 904 _$0 -70 -60 -50 -40 -30 .-20 -10 � +10 +20 904 89$ -80 -70 -60 -50 -40 30 -20 -10 � +10 +20 $9$ '"�'�"`�"'�"'"""" ` COTTAGE GROVE, MINNESOTA o io zo o s io a���R��oER�M�aE�r��R B O LTO N 8c M E N K 1 N G. a" °�'� 5"EET PROFESSKK1AlEN�AEERI11:0ERTHElAWS(FTHESTqTE0FMi1NESOTA MJg 1 HORZ. VERT. � )"�/ " °iC"" Consulting Engineers & Surveyors 70TH STREET - MEADOW GRASS AVENUE INTERSECTION lZ SCALE FEET SCAIE FEET „�e.ct.��'l ��J,[!(.�- M�B MANKATO,MN FAIRMONT,MN SLEEPYEYE,MN BURNSVILLE,MN WILLMAR,MN OP S.A.P.'IHO-OZO-OOH KEVINPKIELB ��o CHASKA,MN RAMSEY,MN MAPLEWOOD,MN BAXTER,MN ROQiFSiER,MN CROSS SECTIONS - 70TH STREET-CSAH 22 29 sa�onan��k�2oia,ain�n�s�ved S.A.P.082-622-011 23211 07/162014 KPK AMES,IASPENCER,IADESMOWES,IAFARGO,ND N:ICOTTW1510824�1CAOlC301108243C701drg 6Y1U201i'l:5832Ah4 PRECASf INVERT SHOULO BE 1/2 e 24"X36" 5LAB OPENING FOR NEENhFI 4 _ R•3467•V (R-3067-V�AT LOVY DtAM�tER OP PIPE AND 06t�OfES Sl4PED 1 � ,...,. � � � �� 2" TONIARD INVERT. , N DiMENS[ON FROM 9AdC OF Q1R8 TO �� � RiPRAP ' ' CENTER OF PIPE. 4' OTA. MH - 9" IN _" 5EE CITY PLATE N0. 5T0-6 (-0R W PRAP PtACEPiENT. / FROM �ACK OF CURB 5' DIA MN • 3" IN FROM 84IX OP CURB 6' DIA. MH - 3° n BEHIND BM1CK OF CURB 7' OIA. MN - 9" q,�s' ° A BEHINP p1tCK OF CURB 8' DIA. MH - iS' � BEHIND BACK OF CURB NEENAH R-3W7-V (R3067-VBATLOW V �POINTS) CASTING OR EQUAI WI711 VANE PLAN-INVERT ANGiOR CUP 'i ptAP1 GRATE. � 3` RADIUS MINIMUM OF 2", FiA7QMUM � 12" OF NEENAFI R4342 CASTING OR EQUAL H9PE ADJUSTMENT RINGS. WOVEN FIITER �P ��_ �� FABRIC SHALL THEN 8E 41RAPPED 4.25" 4 B ARWNP HDpE Rllr'GS, CQNCRETE Cq.Wi GM'fE FW1ME - b' NO 6LOCK STRUCTURES ARE ALLOWEO. SHALL BE PLACED ARWND F7lTER FABRIC. STORM SEWER SHALL 8E RCP �,A gp VARIE5 ' FOR G DIAM, MAMiOLE AN 8" PRECAST RIPMP REOUIREMENTS 2"-16° TOP OP UARR0. SECT[QN UNDER TQP SLAB SIAD IS R[QUIREO. C6NCRETE S7001 GRATE FRAME 12" TO l8" 8 TO 12 CY CL3 PLAN NpTE; Fll7ER pIANKET TO HAVE FLATTOP EWE SEALED WiTH 2 " PREC1tST REINFORCFA CONCRE'TE MAM°ia.E 7IE LASf 3 PIPE JOtMS. 21"� TO 33" 14 70 20 CY CL.3 REQUIRED UNDER RIP RAP. f}FAUS OF RAMNEiC OR EQUAL. � S� qZn StAe WtTti #4 BARS AT 5" O.C. EA01 WAY USE 2 TIE BOLT Fr�STENERS 36` T� 48' 23 TO 36 CY p..3 STE RS � ��« ALL ]O1Nl5 IN MAMiOLE TO HAVE ���A��� AND 2�#4 BARS AT ALI. SIpfS OF OPENING, 54 AND tiP 62 CY AND UP CL4 33.5' PFR JOINI'. iNSTALI. AT pNE N9lC YA11b 1S APPRO%IMATEIV 2,80016S.) "0" RING RU99ER GASKEfS � � TQP OF RAAREI SECTION DEIOW TOP SIAR 6„ 60° fROM TOP OR 801TOM � ! q� bOGH0U5E5 SHAIL 6E GhOUTEb ON BOTN � TO HAVE FLATTOP EDGE SEALED WITH 2 \ OF PIPE ° i BFA�S Of R/1MNEK OR EQUAL. I �¢ THE OUTSIDE AND INSIDE. � PROVIpE 3 ANCHOR G.IPS TO PAST�N Z' � RIPRAP I 7� 2q" : hUWHOLE STEP5, NEENNi Ri981] �2 EQUhL, TRASFI GUARD TO FLARED END SECTION. -- MAtdHOLE STEPS, t�ENAH R198U Ott 2� b�a Z �, �..'; ib" ON CEM'ER, ALUMIMUM STEP9 APPROVEO. HOT piP GAIVANIZE AFTER fAORIfAilOfd. MINIFIUM 3' "` � EQUAL, 15" O.C., ALUM[NUM STEPS � F1ANHOLE STEPS SHALL tlE PLACED 50 TtIAT ANCHOR EOTH SIDES. UNOER F.ES. APVROYEU. � OFFSET HOLE IN TOP SLAB IS FACING �"�`'":.:.:: .::.,. FILTER MATERW. � �VpR[ES DOWNSiREAM. STORM SEWER SH0.LL BE RCP. `�� (MND6T 3601.26) � 6 . ' a 4 NO BLOCiC STRUCNRES ARE ALLOWED. � SEC770N A-A �:�: '` GEQTE)(TfLE RLTER j R� PIPE SHALL 8E CUTOUP RUSH ISOMEfRIC TRASH GUARD 5JZING BIANKkT TYpE 111 :;� STORh1 SEVJER SNAII, 6E RCP WITH INSfDE FACE OF WALL PIPE SIZE BARS H' BOI.TS RIPRAP �1 2"- 1 8" 3 9° P 4" S f 8° � � DOGHOUSES MUST 8E GROtITED 21"-42" i�m G" 3Gq' � BOTHINS(DEANDOUTSIbE. 48"-72° 11/4"P 12' 1 •;,:;:5'-:::. �.�.•�:• FILTERMATERIAI SECTION ' ' ' . '� ...:: .: .:.... :,, .: GROUT BOTI'Otd � �. �' . . .... ` � (MNDDT 36p11P) SECTIQN .p�RhllNED OY PIPE SIZE SECTION B•B GEO7EXTIlE FILTER BLANKET TYPE III � Cp� STANOARQ QETA[lS usra�wa+ �"}t� (`q� STANDARD DETAILS usraenstctc � Cq�p STANDARD DETAILS usranu-ra�: � Cq�g STANDARD DETAILS usrarmac '�� CATQIBASIN MN7HOLE � ja�� `�i■ �A OFF STREET CATqiOASIN WITH �'�� 2014 C'�� fUREO ENO SECTION ANO �� �� RIPI7AP AT OUTLETS )�t� x014 �• ��re.e•n"� CONCRETESTOOIGRATE �nu..�^ TRASHGAIIRD ¢ '4eq���^"�`� Y '�'� �,J�n�@C �urs xn fRAME rur �a. anre�ro. nn�e iro. � COTTAGE GRQVE, MINNESOTA STO-5 � S�c1t11�C CO�fAGE GROVE, MINNESOTA s70-9 � S�EI�@C COTTAGE GROVE, MINNESQTA 570-�4 � S$a�@C GOTTAGE GROVe, h1INNESOTA STO-is 49_Stn.M1.Ud', � Id3T03.7A0 - I6,_Si0�4.0R� 18_STOt5.DNU � � I I FACE OF CURO NEENAH R-3667•VD CATCfi BASIN � I ( fRAMEANbGRA7E. SHALL6E 6" _ ^�i; ��tiir:� 1/2`R (� 3 " R ,,�-� FURNISHED W[TH CUREiTNLET60X { �a"'�PA�� ANO 3" DIA. FRQNT FACE AND 4" ...'�}��'�''`'�'` q��KF 1`L SLOPE3/4° 112'R MAXIMUM QPEN[NG. �� BI'' 2iIX1# CONCRETE - : n : r �. pEA Ff � ,.�'` +�' � �� D LOAD FAC(OR 23 � . r� � ''' Y '�..�"'� � HtGH PENStTY POI.YETHYI.ENE (HDP� � °DIA' DEkOT WTSIDE tLASS A r;.?�� � _'��•� �14 � MNDOT k7b48 �.+ � �0�� __ AD)USTMENT RINGS. MIN.OF 2", �tAX. [+12" Mi DtaMt7ER OF PIPE �p(qCRE7E OACxFliI TO 0.5 �' � �� � �''�•" _ OF 12". WOYEN fILTER FABRIC TNEN CATCHNSIN FRAh1E & COVER L OF OtJTSIDE DtAMETER 8" 18" NEENAH R-3067-Y (R-3067-VB -�, �y�� Sjt�� - - SHALL 8E V/Rl�PPED AROi1ND ENl7RE tiViTM SNAPEp BEUOtNG SYSTEht AS SPEUFIEP. COt�ItE7� 12° '. •::'.:':.:•:�.:�'•� 1(2°R FACEOfCURB ATLOWpOtNTS)OREQUN. � � � - - •: :• c• WMPACTE6 1 2 R r� Ol���. . �-� �Q�IRED M.OUND WOVEN � FABRtC ON ALL CA'1CH BASI�. ic'j::.::.'::�':'� :•':','� BNCKFtLL SLOPE3/h � e �.✓.-- . . � . :,:: t v a.:..� �RFf / �I' �:• : , s 4 . ,:: �'' ',:::':i:i.:.:s':''` r • .. i SUf1F10UNTABIE q �. � 3 .d t.;.� °'"� ACUNCRE7�CA4Wt5tiALLBE p + + COARSE itLTER � ����_ � & � a� � k t t� i� � I f� AGGREG4TE MNDOT SPEC. '�.' :t �. '� _ 1.' '! �14 e D•412 ,,, ✓ .. � � y -��- N � W � ' ., �:. PLACED AROUND FILTER FAURIC ON E55 THM! 6" ; :"��i. • � - �.r . . _ � �� � 3149H M00. ' fi0� ; Al� STORM SEWER STRUCTURES LOAD PACfOR 1.9 NOTE. °, TOP StA6 OR i' X 3' BOX. °DIA' PEN9TES (NIi'SIPE CUSS B 12" 12" ,�� l. CATCHBASIN TO BE bEPRE55ED 1' ��� �; �.' . +i " SI • OfAFtETER OF PIPE FACE CURB �tJ�' BELOW DESIGN GUTTER UNE GRADH � HAND SHAPEp FROM q �� T. 4" AWCIMUM CURB INLET OoENlNG � AND 6E I�SFi � ANGULAR BmDING MATERTAL 12" 16" � W04EN FRTER FABRiC ��y°q 1� �' WITH 2 CtlNCEALED PICK HOLES ANO `v �/ � o°°o°°o°o°O°o°o°O°o°o �AMPEO °SANITARY SEW'ER' OR _ COMPACTED d' ' ' M Of � o°o°o°o°o°o°°oo°oo°oo°oo "STtlRM SEWER". . �� . 8618 CONC. CURB & GUTfER ISOME7RIC ° e° e OACIffILL r,��: ��� � �: t SURMOUNTABLE o 0 0 0 0 LOAD FACTOR 1.5 � •.�� �,'� ��, i 19 D�426 2-#4 REBAFIS =_— o0 HIGfi DENSITY FOLYETtiYLEt7E � # UtA ,• "DIA° DENOT[S OUTS[DE CLASS Gl � I 2' ..Il�, t� EACH WAY t� :` °° (HDVEJ AD7U5TMENT ttING5. Dt +12" IN. DWdETER OF PIFE p FRAhlE & CASnNG p _ __ MIN. OF 2"� MAX. OF 12", HANO SHAPEO �ROM FIRM 60NDE0 TO THE STRUCNRE, � UNDISTUR6ED SOIL O lU FllN. iRAlISITIGY 10' MIN. TRHHSITION � -�—�� CASTING,ANp FACN OTHER 6Y APPROVED SEN.ANT. WOVEN 6� � 70P b � —_ FlLTER FABRIC THEN SHALL BE 6" SHOE FORMEO v (• d _. COMPACiED .2_ BITUMINQUS CURB Li �� LS =`'' :-- WRAPPED ARDUND TtiE EN71RE 9ACKFtU. INTERGAL W/ MqT SYSTEM AS ShEC(f(E0. IA/4 B � �� O , • ..� �r-� �+� COARSE F[L7ER AGGREGATE ''�; — �.•�,�..� •� � , LONCRETE COLLAR REQUIRED AROUND .♦++. r a 'r`� :•�� �.:� 'r WOVFN FA[iRIC ON ALL STORM SEWER E55 THAN 6` MN(y0T SPEC. 3t49H htOD, p@SfGN GUTTkR L1NE GW1DE 2- #4 RE6ARS . LOAb FACTOR 1.5 N p�p�g p4 REBM AS SHOIVN, WNERB CUItB q205SES UTI4ITY TRENCHES Wt7H 2" OF '•" �. fMNHOLE STRU(:TURES. "DIA" DEt OTES OUTSIDE CLA55 C-2 EACH WAY � DIA+12" MIN. pIAMETER OF PIPE ��R� CONCRE7E COLLAR � � DIANHQLE STRUCTURE W[TH ��• HAND SHAPED FR0�1 ��; �i,-_ TOP 51A8 OR CONE SECiION. • ANGULAR pEDDING MATER W. m PLA(.'E A�W' QR °S" STAMP PER PUITE STft-tA ON PACE OF NR8 4VFiERE NRB ANP SECIION A-A � � � CUTTER GiQ55E5 A WATER OR SANITARY SE1YQt SFRV[CE. NO SCALE �(}pt�g�p $TANpARD DETAIIS iasr�tstau ��p�e STANUARD DETRIIS GasrR,�vtst¢v; � Cp�g�y 5TANDARD DET/4IL5 usTa�u:ov: �(;q�gg STANDRRD DETAILS usran�sae �� OEDDIMG METHODS FOR RCP .7�W Zalq �QO CURB AND UUTTER JAN 2014 Qpys lAN 2014 Gi�B 7N! ZUI+ 8618 ti1R9 AND GtlTiER CATCHBA5tN ANU FU1fdHOtE �nme ORDIP �.nuc.�T,wr"t`i"`c< t r �arn. n k �aN*�nrs nia.o^° COldSTRUCTION AT '�r.r�s�` AD7USThfENT � S �� C OIAICfD. tiAlk}f1 CATCH&151N vuhr�o. �v.*Erro. C�T!'AGE GR4VE, MINNESOTA BEb-2 � SG�1Y�C COTTAGE GRQVE, MINNESOTA STR-11 ���1'!�'G COTTAGE GRQVE, MINNESOTA SfR-15 C� ��� C�TTAG� GR�V�, MENNESOTA STR-24 �8_BEDTANC 48_57AI IDWC 18.STR9bAND 4631R24.OW0 iHERmYCERiFYIHATTMiSPlAN,SPECFGRTOt{ORftEfORT1Y(SPflEPARED M�B er a� COTTAGE GROVE, MINNESOTA Pa�E�����o,a������ �TM a,vs�TMES' A;��M�,`��m;. B O LTO N 8c M E N K� 1 N C. sr�ET �J ��, MJe Consulting Engineers & Surveyors 70TH STREET- MEADOW GRASS AVENUE INTERSECTION 13 S.A.P. 180-020-008 �'S MANKATO,MN FAIRMONT,MN SLEEPYEYE,MN BURNSVIIIE,MN WILLMAR,MN OF edton 8 M 4 tm. zo14, NI Ryntsftga,vm KEVIN P KIELB ��� CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ftOCHE57ER MN D ETAI l.S z9 H:�coitwis�oeza�cno�cao�m�+3cmin.yy daamiar.se:9ara S.A.P.082-622-011 23211 07l162074 c KPK AMES,IASPENCER,IADESMOINES,IAFMGO,ND fIBERGlA55 HYDRN7T FIAG (HYORAKINDER) TO 6E AMCHORTREh'CH (SEE DETAtI '— EXI$1iN6 �LT dAIXOFTHE NYDRAN�. AND NOTES BELO'rV) . �Rg . OVERFLOW IS SZ Of 2° N 4" HORIZON7AL � OVERLAP ENO JOINTS THE CllR6 00% BOT70Ft FIAFiGE OF MINiMUM OF 6° AND STAf'LE I�� NAILEp O7Hk MEMBERS CONi7NUa15 °��^T�.;��^��^�. 000����00 PQSiMEMBERTO�CURE F,��,�TQ�,,,� "Y°�„TO� AROUND 70p AND BOTTOM. ABOVE GROUNO A FlLfER FABRIC. �}r TOP S MINIMUM DiSTANCE U51NG 2•2U0 COMMON NAIL5 pF Z ,2° X 4° X 2.5' WNG MONOPILAh9ENT GE07EXTIlE �L 4YtlOD PO5T5. 8 FABRiC AS PER MNOOT TABLE I � � � q�p R � p � ADDIT[ONA Bj10' F I � —" -- �F '' NOTE: USE NRMGq ROAD bRAW CG•23 OR HAP AT BQTiON OF BOX —� � CG-324D-VB (pEPENOfNG ON CASTIhG 7YPk� HIQi FiOW INLET PROTEGI'IOR CURB PAD I �l+CKpl�L 1 7 U GUTTER F10QELS� OR C711' APPROVED EQUAI. , I BE SAMPED � ' QU � 3' � pEFLECYdR PU\TE � I COUILSE FlL7ER STAPLE RENSJTY SNAL4 BE A OVERIAP ( � AGGliECiATE PER � M1NRdtlM Of 3 U-SHAPED 8', LONGItUD1NAL 70[NT5 QVERFI.QW 1S Si OF TH� N MNQOT SPEC 31q4.2N. I l GAUGE MkTAI STAPlES PER F1INIMUM OF 6' CURB BOX HE(GHT '��" COVHt WITH MINR%1M SQUARE YARD (THIS MAY VARY AS OVERFl01"J AT TOP MEGALUGS (1YP.) � L 4 MIL TtIICKNE55 �IRECTED BY THE CITY). 8-10" fABRIC FLpP- BURY - �� jY` � E• OFFILTEfLA55Eh3%Y � � :,�� �^ CURB �i�' UNOER ROpC 1'O _ � I PREVEFI� UNDEAWASHING �pkptETE T}lR�T ?: `'— 1 1!2' 14/tSHED 8" Ctlf.C'CFiEtE 6ldCK ANCtiOR TREkQI ( 1 TO 3' .( }'' ROCK 1' DEEP % T!E ALL FITTINGS WtTH � S: 1' QylOE MtN. OF'f WO, 3j4" PROYfDE CONDUCf1VITY 1. DIG 6° % G" TRENCH tilAFi. GALVANIZE� STMP (TYp.}. MINIFSUM 2. lAY RLAMCET TN TRENCtI ROD5 & h1EGAI.UGS 1/16°X3)4" 4Y10E fL0.T 3. STAPLE AT 1.5 IMERVALS .� .;. ' 6�' b' COPPER SfRIP. 4. EWCKFlLL W[TH NATUR4L SpIL AND CQMPACf •... �T�' ryp7E5: COMRACTOR SHALL CUNSTRUCf SILT BOX TO FlT S. BLMlF�T" LENG7H SHALL NOT EXCEED 1tl0' � flLtER ASSEM9LY i. HYDRANT 5NALL BE W9TERW S PACER - WBG7-250 b.� � i ARWND THE INLET STRUCfURE WCfH G° FIINlMUM WITIIOUT AN ANpiOR TRENCN >;';�'� '.�� M1 DIAMETER, 2. kLl. D.i.P. WATERMAIN SHALL DE WRAPPED YVtTH 8 M[L PlASTIC IW.X.lftStNG ALL CLEARNi{E TO EDGES DF STRUGTURE. S[lT WX 6' ON•GMDE MKHANICAL H][NTS. pLL D.I.P. SHN.L 8E CU155 52. S O" A T L O W P O I M T 74 g� pU�D ON AN EVEN SURfXCE 6' BELOW 3. A l L D U C T I L E [ R p N W A T E R M W N F I T T I N G S H A L f. 6 E R 1 S I q N d O N D E D F P O X Y C q A T F D. STRULiURE OPENING. TOP OF SILT 60X TO NIGH-FLOVI FABRIC EXTEND 18" Pi1NlMUM ABOVE IXISTING GMDE. 4. PROVIDE ONE EXTRA HYDRANT FLAG PER HYDRhNT TQ t}iE CCfY. 5. W STALL qUT OF SE{tVICE TAGS TO TNE HYDRANTS UNTlI. TFSTED AND Pr�SSGD, ���$e STANDARp DETAIIS uisr�ov: ��p�g STANDARD DE7AIL5 usrernsxx+: �(`,pttg�g STANDARD DETAILS usra*�u � Cqttage STANDARD DETAILS turr�res�v EROSION CONTROI. 6LANI�T � 201 G�` lNIET PROTECTION CATqi W� Zot4 Grova [NLET PROTECT[ON S1LT BO% �� G7O °a HYDRANT DETAIL �+�+p�* � t d��hse�,�+''' ^° " i "'°� INSlAUATIOM ``''szna e�+�"` BASININSERT ¢ ''�e,�.,=a''� % " kr �� i4R0EETi1YECAS7I�.G / '� ' � .rre..�s*'� iD "� n. � � / rwean. / �\ , futEm. � ftnrerm. ( i! � IA � G` rurtrlv. S��C COTTAGE GROVE MINNESOTA ERO ;�� J��d[1�C COTTAGE GROVE MINNESOTA ERO-9 ��� �4T['AGE GROUE, MiNNESpTA ERO-10 ,,�, COTTAGE GROVE, MINNESQTA WAT-1 �a�cs�+KC �e.fnoo awo se�+oio aw is_wui.owc i _ 3' I r �� � � ,-��.�..LL. � re TOOLE9 CONTRACftON JOWT b �X � �.+� � 6" � o � o � � f Y >i�th.��i�+r7�v:;i.j.l�`}1�;• .�A9WIKS�K � y � Q �f t: i YI �i.�. .:�%a_�� i�t A' IS TP✓!IS liq5 r �5�� 7�PfA S �' ,�Y 'ae!.: i;��. :� '?; ; i� S� .7�Yc}: � ,�',��`��S;�:,��,�"3;. t :� y��i{;;tf�. .,. ' _ �..e o �a .r :Y�;��,d:li.i�.....�yS.�f,•;..a.i.;-;i':t�; k eo•rwc 's _ <i' �:,��; ;.yar ' -. � . noxxx �_ b' _� PLAN r a nsa �' v.aun a ak �•r nr. �i� s�r�cc q XISTINGCONCREfB rue �� svsuc e.ewar.tt 5? y 1 •yA � 3 5:L n1A 5 d* 6"�� 1q 8�� 9 � ��� ��� a awe r.a- �4. ��� a- �^ _ � � °"� I�a ow G r a s s A v e � NOTE: �'-' �r- •. _..... � ; .. . 0' ,, � CONCRETE PAp SURFACf ShW4L mxra.n ra� tiAVE BROOMm FIN[5H p[siw� sab � uc-5lcu saia p p r.ai tic e.w.e�.[ a C t C 36' � 10• Mac Y1MURt 2 "� � ��� � o. c o a na� vr.�croww a �� op 19Mll9tC Wil[Ni C 3 6 JOWi fkiG — • �' �M�lµ1p � �: � �^ CMC �LL[ � `[ �, bn Vt iWt OESIGN CUPB 6 GUTICN Q OCSlfdl CUfi6 6 W1T7CN Q y � 6' CONCRETE SECIION A-A SCCIION 8-6 5 � 36 363 6� 30 25. 36 7.6 ' S. 4" GRAVEL tlASE loz wc ovcrcroca �w v�w. +acc . . °°•�•,,_°,..°,."'••• AIMt fALV4 If lpR. R Y[ON11 • 1" C0 t. 'J • �� �qi M flWxt O )` CoX4�[ M�li �ILS Oq ttd �X a wsc rs cmc. '_ ..- �'� .' � � _� ------ � ------^ . •' SECi10tv C-C cws � vma asiw vca � NOTES: D-SIGN DETAIL ���� m rwo+rc< t°z s^�aai�cs is ��c su,c uc ac�a nu+s rce astcr usca q [ (�� (`p{tg$e STANDARD DETAiLS tasr�urnrn: rw saa ros�z, R uaw�a g6'0" i 3'0" t6CM�C 1SOW1 MR. P�10 ff,R �/r1� �e CONCREIE HYDRANT PAD 1AN 2tl14 n' ui in a� �s� t�tta �s covsnc ■um �n:.�e.�*i PETAII OuteAn. Ywawp APRiI 16�1995 STAI[ M y1wt50�F SMWtCa71p1 St,U04W ����� C4lTAGE GROVE, MINIVESOTA WAT-9 � °�'"'"Sro"unow aRa�cc nro,c y �(��/�d,��yL MEDIAN NOSE AND IS6AND � ,yury �� sa.0 x ia nwnu+ f�1Y10E0 TO OIYl�O R010YAM 1 �ns�a oac 7109C s�»•wos '"��"`E"r�-"""r"'�""',�`�`°"r°",°""�`°"r"'�P`�",� �s"� a� o^,� COTTAGE GROVE, MINNESOTA S"EET a��.�oa�NO�Rno��.�,��so��,oTM^,�^^^^�,�v��° BO LT� N 8c M E N K 1 N C. PftOiESS10NALFNOI.EFRl11:DERTHEIAY/SCFTHESiATEOFM3:NFSOTA M � B � 14 Consulting Engineers & Surveyors 70TH STREET - MEADOW GRASS AVENUE INTERSECTION S.A.P. 'IHO-OZO-OOH � ���� ��� MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILIE,MN WiLLMAR,MN OF BdianBAlxk,iic 2014.AlIRighisRrswed KEVINPKIELB CHASKA,MN RAMSEY,MN MAPLEWOOD,MN BAX7ER,MN ROpiES7ER,MN DETAILS 29 H:\COTTW1 51 0 8 24 31CA�1C30N�82A'iCE�idng N24@014]:5415lJA S.A.P.082-622-011 23211 07/762014 cKPK AMES,IASPENCER,IADESMOINES,IAFARGO,ND A __________o___s�_ � � Cj � _ � s � � � � S � � � � � � - -- � , x S j i z� 2 � � ` a � WAI.K ,�6 f�AR� 8#88 88 �'lA11E R ° �� 8AC1( OF ClltiB %,8s %Y888 FLOW LIME ----- - ----- -- - - S , 9, 1 2 i ,{j5 4 1 2 pp T[fN#A1. Y C�R8 �^ ,� q FRQtiT 4F GU7T�R OR GflAOINC �°J N4Nl-XfAlKhai.£ Uft ' Q � A �fAlKA81,E SURPACE � � q AERPENCIICULAR t f . . ,�.,. . . 9 i �' c�,ee�saaas=Qes„a ___ _ ,� � C� � � F a �S 9$i'°v� Q � i � " �°—� � 9g �$€!ig � DIAG�INAL �:? . _ � �� s a a �_—_.� ? ; F i . � s ;ass a s a � � ; s�� ; � NaTES: � sa�s��; ; � a °asss^ s°s , .a e , r �, ab � 1aFfe „ p ,,,,,, oe ___ ° LAftdiN45 SHALL 6E L4CATEQ ANYWHEH� THe PEOESTRIAN ACCESS RUUTE CNANGES 4 D1REC7IQN, AT TN� T9P Oi' RAMPS TIIAT NAY� RUNNINC S4,OF�S GRFATER TNAN 5.U'/., . 2 1 ,�5 9 l 2 �_ ` AND Ii' TH� APPliQACMIN4 YfAIK 3S dt9YER5� ORpD�, _ _ . __--- --- ---- _ _ _ _ _ _ . _ _ ___ _ _ _ _ _ _ _ INIiIAI. CURB RAMP LAt�DINOS SNAIi. flE CONSTftUCTEO WITNIN 15' FROM TN� BACK OF CUEt9, WtTH 4' FRQM 7H� E1ACK QF CUHB DEING Tf{E PREiERREO DISTA CE, � SECONDARY CUNB RAMF' LAtiDINGS hRE R�(atJiREQ FOR EV�RY 30" 9F 1/ER�ffGAt, RIS� ������� �A� WHEN THE LONCITUDIRA� SLOAE IS GREATER THAN 5.Q%. CONTtiACTI9N aQINTS SHA�4 ee CqNSiRUCTeo AIOTic A�l sRADE eReAl�s. All CRAO� BREAKS 1YITHIN TtIE PAR SNAII 8� PERPENDiCUI,AR TO 7HE PATN OF T�3AY�F�. A TO EHSUR� HAMPS AND LANDIttaS ARE PROPFRI,Y GQNC7RUC'iEO,LANDxNGS MAY .,._..___ • BE CAST S£PAflATELY. FALi.Ori SIDEYlA6K REfNFORCEMEN7 ��7A[l5 �N SIi��T 5 ��� � YtHEN LANDINGS AR� CAST SEPARAT�t,Y. � Akl. SLUPES ARE A850LUiE, RATHER TNAN R�1,ATIYE TO SIOEWAIK/ROADWAY Rf2A0E5. � � �� Q �� Q i � 70A OF CUa9 SNALi. MATGH PROP03E0 AR,IAC£NT YIALK f,RAD�. i.'_""° """--"-' 2 A' MINIMl1M iYID7H OF DETECTABI.£ tYAflNING IS ftEQUIflEQ FQR All flAMPS. DE7EC7ABL� tt(N�-riAI.iCASI.£ AR S NON OH . W/�}iNIHGS SHAL�. CON7IHUOUSI.Y £XTEND FOfi A MINIMUM 9F 2q" 1N 7H� PA7H OF e oo aea4< TRAYEI� SHAREO US£ PATHS SNALL NAV� DET£4'TA9l.Q YfAfWINC A�fiOSS THE ENTIR£ WAIt(AOL� SURFACE Q;•�• d•a< Q WAI.tfA94� SURfAC£ WIOTH OF AATfI 1YHEt1 TH� PATN �ROSSES A ROAD. � fLAR� •So8 Si88< ��ARE SE� STAN�ARD PLAT� 7038 AND SNEET 4 OF 5 fQti AOAITIO�iAI DfiA[lS �N O�T�C7ABLQ {YqflNING, 2 t Q6 4 1 2 � t� 0" CUR9 HEIGN7, �2 FULL CURE! H�iGNT, A 9R7�RAOINp �URB Q OET£CTABl.� YIARNINGS MAY BE PAi#T OF 4'�i 4'1.ANDING Afi�A 1f ZT tS N0T '� �EA5I0LE 74 CONS7RUCT TNE l.AttDiht(s OUTSIOE OF THE DETfCTABI� IYAR�t[NO AREA. � 7IERED f'ERP�ND�CUL,AR � (q� t/2" PREPQRA4ED JDINT F1LlEti MA7£AIAI AASNT4 tA 2t3. JOINi FII.IER SHALL 9E PIAC�Q ' � FIUSH {YI7H TIIE eACK OF CUftB ANO ADJACENT SiDEYlA1.K.J0IN1 SHAtL BE FRE6 4F DEBRIS. RECTAHCULAR 6E7ECTABIF YtARN[NCS SRAtL BE SE78ACK 3" fROM TN£ BACK OF CURB. � � oo RAOIAI. I��T�C7A9LF 1YARNINC�S 5f1AI.L 8E SETBACK 3" MINIMUM TO 6'� MA%1MUM PROM 3 VAR, 4� 0�� �1[N. ����� 7He BACK oe cuRa. � cuRa OR - — RE�u�aeo � �iHa �& Q go� Q sf� PEO�s7RiAN nccess nou7� c►JRe ANO cu'tXeR DeTAtL FOfl ]HFORMAT[oN oN CUflH aND t3UT7�R C9NSTflUCTINC �UAB AND CUTTER AT CURB OPFN[NCS,SEE SH�ET NQ,3 OF 5. � �� 1/q" {�� � � . � �..- ;$&�5�� (JG 4' BY 4'!�(N. LANDING YIITH MAX. 2.4% St,4P� IN All DIRECTI4NS� 1 .-�..�. . " 4;,':.9'.� e�va 5 .•,;:� q:.'':: ••. a:. t-d+•,�•'•?•'••'g • � 9 � Q7 IP LAHG1fitJblNAL SL4PC 3S CR�ATER THAN 5.0%,A'X A�MIN.IANRING Xi1TH MAX 5 �� � s� •�'•:A •• o• • . �8+oee2`�goeag� 2�q/ SLOpe IH All. n2H�cT20Ns R�QUtRED� � a. . . �q, yi�� ��4 q' •�,.�.:��: s.. ' . . 0 �02 PT./FT. MA%. Q �88bo8E8t ... .. . ,, ,, •o=• �8 Y CURB IF USfO, SHA1.l N� PLACEO DU7SIDE �HE SIDEIYALK �.iM[TS YfN�tl RIGHT OF ; "•, ";�. '�•••, • > OAS F7./F7. AHD WAY AI.LOYIS. SE£ SH�ET 5 OF 6. j -.�;• ,.4..a., �n ' _ ._._ . , CONCRE7E S OA83 FT,/FT PREPERREU 2 1 '� 09 S£E SHE£7 A OE 5, 7YPICAi, SiO� 7AEATMENT AP7IONS, FOR DETAiCS OM FIAR�S � q 1YAl.K �., IIND RETURNEO CUR9S, SECTIO�t A—A l0 UTAGONAI ftAhIPS SfiOULD ONLY eE USEO AF7EH AL� 4Tl1ER CURB RAMP TYPES HAYE B�EN EYAlUA7ED AND UEEMEO IMPI�ACTICAi, { ��RPENDICULARI7Y�Ft�DIDIA09NAl, Q���ESS�� C4RN�R LEGEND � 7HESE LUNGtTUDiNAL SLOPE ftANGES SNAI,I, Q� 7HE S'fAR7IN0 PAINT, C+JRB Ot3 ,„ tf S17� ONDZ'fiONS YtAftRANT, I.ONGITUDIhAL SLqPeS UP TO 8,�i CUR9 AND Cl1TTER YAfl. 4 Q MI , �URB OR �OR fLAT��fl AR� AlLOYfEU, � REpU1RE0 0 NG �1' Q" �SIH. '� #/q� �, �lJRO AND GU77ER (��pUIREO LA DIN �Q iNOICATES FEO�STRIAN RA?M ^ SLUPE SHALI, 8E B�TWEfH J r •^ ^" '-- '-^` � ^ — a '-' • , p . • • • y',* ; t;;a- o •! ; ,a • v- �; % �� �� � 5.4Y. M[N[MUM AND 8�3% MAXiMUM iN i'NE OIRECTtON SNOYIN � .+:. .;.+'::... ,.,;%:;, �.; 4 .�: 9•�1'� A" ' a'4 .•. o _... .,... ,— � ._-. ., ..._ _.-. .— — AND TNE CRASS SI.OP� 51lALL N0T EXCEEU 2.0% �., • �.9'�, �:.,;;a,�; ';:;�';..�'.• A •" 4 .•,. . . . 4.02 �T./F7.MAX.�6 5 � � � � ��•;4:;'.;e� s• • ' , . .. .. ti . .. ,,. . . QF ;kOICATES PEOESTftIAN AAMP ^ SIOPE SNAII BE GR8A7ER •. e••..• gu >-.•. •. '.'�:v;:;i;<,a:�;,a:d.;, .%; t TNAN 2,OY. AND G�SS TNhN 8.0% ]N THE DIR�CTION SNOWN >0.02 FTJfT. ANb ` ��' `°'•'`'• AND CROSS SLOPE SNALI NOT EXCEED 2A% CONCR�TE 50,05 F7./fY PREFEpREO `� ��� , f q riALK 6 4 CONCRET� 0.02 f T./pT. MAX, 6U STAHOARO fl.AH SHEET H0 1 - SECTTON B�s rvA 5��97.280 ci oF �y PEDESTRYAN CUFt� RAMP D�TAI�.S FAN S�CT�QN C—C sr�rrou+a ,wPaovcm 1 PARALi.�k/pEPRESSED CORN�R �pR1L f0 2ot3 STATE PROJ. N�. tTN > 5HEET N0. OF SHEETS IHBi�YfFRTiFY1HATTHISPLVJ,SPECFICATIINL�EREPOftT\VASPRFPARED M�B . ar COTTAGE GROVE, MINNESOTA BYA£ORUN�ERMYDRiECTSlIPEMISKKdhdD1HATIA0.IAWLYLIGB�� BO LTO N 8c M E N K I N C� SHEET PROFESSIO'NLE}1C.kEQt t111�ERT Tl1EtAVf50FTHE5TATEOF N:SVESOT0. 1 Consulting Engineers & Surveyors 70TH STREET- MEADOW GRASS AVENUE INTERSECTION 15 M � B MANKATO,MN FAIRMONT,MN SLEEPYEYE,MN BURNSVILLE,MN WILLM4R,MN OF S.A.P.'IHO-OZO-OOH CHASKA,MN RAMSEY,MN MAPLEWOOD,MN BAXTERMN ROCHESiER,MN Boiton80.1eN5XC.2014,AlIftigMSResrned S.A.P.082-622-011 07/162014 KPK AMES,IASPENCER,IADESMOINES,IAFARGO,ND DETAILS 29 H:ICOTTW15f0824JICADIC3D\10@StCEIXilB.vg 62Y20142:1932P0.1 � °� �------�� ,� � ; ; � � � a S � � • N � i � i i � F � � . � F � � . � � 4PTIONAL Y-CURB Q8 � � ' ��g' UA +GRAPINC pPTIAHh�. V-Ci1R8 �8 QR CRADINC G' MAX � NOTESi � ,,, T � ¢ '���'r 2 ��� ^� 6AMDINOS SNAI.k SE GUCqTER ANYriHERE 7HE PEDESTRiAH ACCESS ROUTE CflANG�S �p '•' � Q S' S � i pIRECTtON A7 7HE TOP QF 1#l1�MS THAT iIAV� RUNNItt4 SLOP�S CREATER THIW B.0'/., 'Q <�Q Q - ,7 ; Q�' o�ig � Q ,�� ;�; AN11 IF Tl�� APPROACHINt3 fCAIK IS IMVERSE GRAt}E, i;88 i i � 1NI71AL CURB RAA{P LANDINGS 3HA�4. 8E COMSTRUC7E0 Ml1THIN �5' FROM TItE BACK Q "�"" "�"»"""'"" q �°$ ' _ OF CURi3, W1TH b' FfiOM TIiE BACK OF CURB BEIttG TN� PfiEfEf;ttE4 AISTAiiCf, � 9 _ ,.r�.,,._ � � g �1, qO S£CONDARY Ct1R8 RAMP LANDIHGS AR� REWIR�D FOR EVERY 34R OF YEHTICAL RiS� � B YfHEN iNE Ll�i4ITUpINAt Sl4PE 1S GREATER THAN S.OY,� g S°888 HOi9mYYAl�SABL.� S1.#N�AG� Q CONTRACTION JOINTS SHALL 8� CONSTRUCTED AL9NR AU. GRAO� 6REAKS, �i,, Q� So8% 8888€ � '$<�� Sg tYALKABLE Sl1RfACE S� � •..� •• >, htl CRAOE BREAK& WITNIN 71iE PAf� SHAI,I 8� PEf2PEN41CULAFi i0 TNE PA?H OF TRAYEI.. �"�;��� � � F � � ��pA�y� � TQ £HSUR RAMF'S AFtp IAN�INCS AR� PROPERLY CONCTRUC7ED. LaNO1NG5 MAY +� .�`, s Q q BACK OF CURB ,�� s �� � FLAft� Y�f 1( EN �ANU CASTCSEPMATEIYK aeiNF'4RCEMENT D�TAtIS AN SH��T b � ��� �� FLOY1 L]NE �'�% 9 � � ALL 5�os��s AR� A8s01.UTe, RA'THeft �HAN Re�.ATIYe 70 SlneiYA�KlHOApYfAY GRA4�S. 2 FRONT qF BUTTER � ��'� 2 TQP AF CURB SHAi.I. MATCN AROPOSED AUJACEHT IYAI.K GRADE, g"MtNtMUM �YtqiH oF oeTecTAet� WARNTNa i5 Re�tltReo fOR A��. RAMPS.Q�7��7A�k,� ' YtAfiNIHQS SNAI.I CONTINUOUSIY �XTEND F4R A MJN[MUM UF 24" IN TNE PATN OF TRAYEi., SNARep uSe PA7H5 SHAI� HAVe nET�CTAg�.E 1YARNIH6 ACR9SS 7He EHTIR� AUJAC��tt TO 1`�QN°fMA�,I(ABL£ aUftF'A�� AQJAC�N�' T� WA�.KABl,� SURFA�� WIOIN OF pATH WNF.�! TN� PATN CRQSSE5 A ft4A0. SEE STANDAftD PI,ATE 7038 AMO SHEET 4 UF 5 FOR A4DITt9NAL DETAI�,S ON D£7�CTkel� WhRMINQ. �AMBZt��U [}�E��+�TI�7�A�, � Qz o�� CURe N�iGNT � 2� FUL6 CUR6 HEtQfiT. �3 3° MINIMUM CURB H�ION7,A" PREFERRED. 9P724NA1 Y CUR9, (�4 1/2" PR¢F4RMEQ dOINT FtC�.�R MATeRJAt AASflTO M 213.,IOINT Flll.eR SNAII f!� PLACED GRADING OH FLARE O ORAbE FLUSR WITH TH� BACK pF C11fl8 ANO hDJACEHT SIpEriAlK.JOINT SHAtI, BE FREE 0� DEBRIS, 9 ftECTAtt4S1LAR AETECTABI� TIARNiHGS SHAII 8� SETBACK 3" FROM TttE BACK OF CUR9. Qftqp� 6REAR ftA01hl 4]Er�CTd9LE WARNtNGS SNALI 8£ S�78ACK 3" MIN.70 6°MAX,fROM TN� �ACK QF CURB. � 2 RAMP BREAK flAMP M �� 2 Qy ��Q� Q �pN S T R UC 7 it R i0�CUfie� AND 6UT A7 CU flB ��ENlH45ES£C SHEET NO 3 OF � NQTi-IYA�NA�I,E SURFAC� 5 MAX � lAAX.2,0'l. SIUA£ 14 IN All. DSREC7IO�IS IN AI.G pIR�4TI9NS < (6� 4' 8Y A' MiN. t,ANAING ri�Ttl MAX, 2.0% SLOPE IIV At,#. 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RAhtPS. ]F N4tt BLYR .IS CONSTflUCTEO AND I$ pLACE UOMES AT 7t1E BACK flF CURB YfHEN A11.0Y1A6LE SfIBACK CRITERIA fS �XC�EOEp, LESS TNAN 2'!H WIDTH AT TOP QP CURS 7RAH5ITION, PAYE CU1tCR�T� RAMP lYID7H TO REG7ANGULAf{ Ae7�CTARE,� WAEiNiHGS MAY B� SETBACK 8" iROM TNE eACK OF CUflB ADJACENT HACK OF ��IRl3 D�T�GTABL� WARNING PL.AGEM�NT NlHEN WITN C4RFt�RS SET 3" FR9M BACR OF CURB. 7� 9" 5£TBACK IS EXCEEOEO tlSE RAOIA4 S£TBACK CRZTERTA IS EXC�ED�R DETECTABI.E 1YARNItiaS QN� DIR��TIUI�lAL Ql riHEN NO Cqt{CRETE f�ARE5 Aft� PR4POSE0, THE CAhiCR�T� 1YALK &NAIt gE �4RMED ANp C4HSiRUCTED PEflPENUICULAR TO TH� �ACK 4F CUR9.MAINTAIN 3" BETiYEEN EOGE OF D4M�5 AND �QG� AF CQTiCRET£. !�5 FRONT EdGE 4F D�TEG7AALE riARN[NC SNA�L BE SET BACK 2'MAX[MUM tYHEH ADJACEN7 7A p CORNER�S�F aAC 4F CURBw 1YNET D R A� A��IS YIAL�Kl1BLE OR�NQT SN 4L � BE 0&TERld1NE0 tfY THE �NOtNEEfl �.E�3�N0 R�p �AX YAR. fiAMP TRESE LOt{Cii'UD[NAL SLOPE tiANOES 3}�ALL BE THC STARTIHG AOlRT. ff SIT� CqryDI7�OH5 WARRANT,�.ON4tTUqtNA4 SL9P£S Up TO 8.3% OR fLATT�R ARE All0Y1£D, �000 09000q 5 - ' �� I aoo 000000 . •.'a.+ ; ;a.'<.;..o.. �S INDICA7ES PFAE5TRIAN RAMP - SIOPE SNAII 6E B�T1YEEt{ 0000 00000o HON-WALNABLE 4R ' " " ' ' aooa a00000 ,.• .: �; 1;;�,�;';,t'a• '� � 5.0% MINIMUM kF�O 8.3% MAXiASUM 1N TH& OIRECTIdN 5H4Yfti ' tYALKABIE SIiRFAC£ �' 0•.1.- ; 0-.t;: :..4; P' 0� `' 1 AN6 THE CRASS SLOPE SHAl1. N07 �XCEEO 2.0'/. • - ;:�'.:�: • Q':�•. a•,-• •'�• � � * ��.. � 6�� CONCRETE WAtK � INDICATES PEpESTRrAN RAMP - SLOPE SNACI BE cREATea OO "iHAN 2.0% AND LESS THNt SA% ]N tNE OIEi¢C7ION SHOWN _,___„ DACK OF CUR9 '� ANO Cf{OSS S�OP� SNAII NOT EXCEEO 2.0% Q fLOW L[NE ��j r� $LOPE n � S�CTTON D "V STAHO1Ui6 PLAH 5lfET N0. FRONT OF GUTTER 5 - 2S7 .2so tz o� 5r p�p�STRYAN CURS RAMp D�TAILS sru�uto u�ovrn� C!lf2B FOft UIR�C1`IONAL f2AMPS �i APHlL IQ,2Qt3 STATE PROJ. NQ, iTH ) SHEET N0. OF SH�ETS �"��Y`�`�'"�rT"�s°`a"��"°AT��',��r`"ASPRE°"'m ��s ar w� COTfAGE GROVE, MINNESOTA BYNEORUldDERMYDRiECTSUFERl�SIQdNiDIHAilA41AWLYLCBI� BO LTO N 8c M E N K I N C� SHEET PROGESSIIXULQJChEBi11NDQ2THELIVlSOFTHESTATEOFIAi`CVESOi0. 1 Consulting Engineers & Surveyors 70TH STREET- MEADOW GRASS AVENUE INTERSECTION 16 �� MANKATO, MN FAIRMONT, MN SLEEPYEYE, MN BURNSVILIE,MN WIILPMMR, MN OF S.A.P. 180-020-008 CHASKA,MN RAMSEY,MN MAPLEWOOD,MN BAX7ERMN ROCHESiER,MN Bolton&M RXC.2014,AlIRighisRo S.A.P.082-622-011 07/162014 KPK AMES,IASPENCER,IADESMOINES,IAFARGO,ND DETAILS 29 H:1CO1TN1 510 8 2 4 31CAD1C3D1108243CBNG:g 82Y20f42:20:41RA ic.M - INS�T A IkSEl A 6ACK OF CURB/ �ftONT 9F GUTTEN BAGK Ot'�CURR/ FA4t�iT 9F GUTTEfl �l,p1Y L1NE �UG� 4F lYAt,K Q� i1919 LIttE £Q6e 0� YfALX � +� � � , . Q � ��a �+�r�, r� ai� �aa - � . z ..• , .. A ♦ 4' , ^�� '9.. 4'��' 4'O- � ^' � o ,'q • Q! ;'�� Q, . 4� � �J� �x� � . q� ' • q� � A �a, A � � �. 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RAILROAO CROSSTNG CQNCFt�T� WAt,K ���ES ADJAC�NT �S TO ENSl1RE RAMPS ANO tANDINGS AF2E AROPERIY CUHC7RUCTEU TAND]NOS MAY PLAN VT�W �'0 CONCRET� STRUCTURES 9E CAST SEpARA7ELY. FOLl.OYI SIO�WA[.K REINfORCEMENi O�TAELS ON THfS SNEET WHEN LANDING5 ARE CAST SEPARAT£LY. STN�ANO PWW 5t�ET N0. s-297 (5 OF S? PERESTFiIAN CURH RAMP AE'fAILS SFAtUlUtlO MPfi0Y0Di ' APRII. 10� 2013 STAT� PROJ. N0. (TH > SH��T N0. 0� SH6�7S IHH2�YCERTfYIHAiTHISPIAfl,SPECFICATIttd,IXiftEPoRTNIASPRFPMED �s� eT COTfAGE GROVE, MINNESOTA S�ET BYh£ORUNGERR1YD62ECT8Jf£MISIIXdMd�THATIAMqWLYLCBI� BO LTO N 8c M E N K I N C� PROFESSIQ"14LQ��f.£BiIlNOERTHElAVfSCFTNESTATEOFM".^dE50TA MJB � i9 ' Consulting Engineers & Surveyors 70TH STREET- MEADOW GRASS AVENUE INTERSECTION M � B MANKATO,MN PAIRMONT,MN SLEEPYEYE,MN BURNSVILLE,MN WILLMAf�MN OP S.A.P. 'ISO-OZO-OO8 CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTERMN ROCHESTER,MN JBOIlanBMeNc,Irc.2014,PJIRigksRezerved S.A.P.082-622-011 07/162014 KPK AMES,IASPENCER,IAOESMOINES,IAFARGO,ND DETAILS 29 H:ICOTTV115 7 0024 3\CADIC3Dt10824JCbIXisMg 62Y20142:2J:19PM11 lc.t�n. ,—_ — - — -- — — - -- — — _ _. _____.._ --- — — — - ---- _.... _� -- -- — -- — — -- — _ __._.._._._.__.._.._.___...___._.._.._....__ _ _— — _ _ -- _ _ — — — -- — — ..._.. -- — — ... - -- — — - : TYPICAL WOOD POLE AND SPAN WIRE MOUNTED TRAFFIC SIGNALS � (NOT TO SCALE) , � FOR MULTIPLE TRAFFIC STAGES,COIL SUFFICIENT ; SIGNAL CABLE TO ALLOW MOVEMENT OF SPAN WIRE LUMINAIRE WITH PEC PREFERRED CAMERA MOUNTING E. V. P. OR TRAFF IC DETECTOR WOOD POLE MOUNT MOUNTED SIGNALS HEADS AND RADAR DETECTION AND MAST ARM LOCATION IF LUMINAIRE PRESENT (NOT TO SCAIE) : UNITS. SEE TEMPORARY INTERSECTION LAYOUT FOR f40'MINIMUM • � LOCATIONS AND MOVEMENTS OF SIGNAL HEADS AND MOUNTING HEIGHT) PREFERRED CAMERA MOUNTING LOCATION DETECTION UNITS. IF NO LUMINAIRE PRESENT : : BAND-IT POLE PLATE , Q WOOD POLE : 7/16" SPAN WIRE �' E.V.P.OETECTOR--�� . : (SUPPORTI ,'�� 18" MAX. BETWEEN STRAPS. O . . X SEE CONTRACT DOCUMENTS FOR PVC RISER AND WEATHERHEAD °� ADDITIONAL STRAPPING a REDUIREMENTS. : a . 12" BETWEEN GUY AND SPAN SUPPORT � CARRIER CABLE AND GUY W1RE MUST 20'MOUNTING HEIGHT � SIGNAL CABLES BE BONDED AND GROUNDED (ABOVE ROADWAYI (AS SHOWN IN PLANI WATERPROOF STEEL STRAPS 1/4" SPAN WIRE � ❑ E.V.P. IIGHT E.V.P. SENSOR -� � CONNECTION (STABILIZER) � IF APPLICABLE IF APPLICABLE � : O (SEE DETAIL) GROUND WIRE AND CLAMPS : 3/4" CONDUIT TRAFFIC DETECTION UNIT, � ; fA5 SHOWN IN SIGNAL PLAN- NOT HIGHER THAN BOTTOM PVC RISER AND : fLENGTH AS MOUNTED AS DIRECTED OF SIGNAL HEAD � , REOUIRED) BY THE ENGINEERI WEATHERHEAD BREAKAWAY S-HOOKS, (AS REOUIREDI ; TRAFFIC OETECTION UNIT, TURNBUCKLES AND (AS SHOWN IN SIGNAL PLAN- WOOD POLE ; ANGLE 1RON BRACKETS MOUNTED AS DIRECTED � AS REOUIRED (SEE OVERHEAD SIGNAL BY THE ENGINEER) : BRACE DETAIU 19'MAX. PVC RISER AND WEATHERHEAD • 17' MIN. : SICNAL HEADS , (AS SHOWN IN PLANI JUNCTION BOX : (1F APPLICABLE) � . FLEXIBLE SEALTITE CONDUIT AND FITTINGS. 7/16" DOWN , 3/4" PVC GUY WITH � : ��� QF APPLICABLE) , ROADWAY SURFACE APPROX. METAL GUY : APPROX.55' GUARD AND , � EXPANDING , PED PUSH BUTTON ANCHOR 5 SECTION HEAD OVERHEAD (IF APPLICABLE) . SIGNAL BRACE DETAIL � NOTE:ALI. SPAN WIRES AND DOWN GUYS SHALL BE (5'MIN OR 20% tNOT TO SCALE) : SIEMANS MARTIN GRADE GALVANIZED STRAND W1RE. OF POLE LENGTH) . ; I PVC AND CABLES (� 7/16" SPAN WIRE : �' _ tAS REQUIREO) (SUPPORT) , : SIGNAL CABLES : OVERHEAD SIGNAL BRACE DETAIL fAS SHOWN IN PLAN) � (NOT TO SCALE) 7/16" SPAN WIRE � SIGNAL HEAD fAS SHOWN IN PLANS) , ; E THE ONE-WAY SPAN WIRE MOUNTINC (SUPPORT) O BACKGROUND SHIELD , � ASSEMBLY SHALL CONSIST OF A CABLE SUSPENSION CLAMP,A BALANCE ADJUSTER, SIGNAL CABLES S-HOOK 3/8" MIN.(BREAKAWAY) : : AND A WIRE ENTRANCE FITTING. (AS SHOWN IN PLAN) O O TURNBUCKLE t5/16" MIN.EYE BOLTS) • WIRE ENTRANCE FITTING SIGNAL HEAD fAS SHOWN IN PLANSI CLAMP SEE ALTERNATE 5 SECTION HEAD If' APPLICABLE � � O V BACKGROUND SHIELD O O (STABILIZERW , � NOTE:TETHER CLAMP SHALL BE __ _ _ : a MN/DOT APPROVED. S-HOOK 3/8" MIN.tBREAKAWAY) - - - - - - - - � ' � A�UMINUM ANGLE IRON • TURNBUCKLE t5/16" M1N.EYE BOLTS) � ' ° c a p 1/2" X 1 1/2" X 1/4" X 14") ALUMINUM ANGLE IRON (1 1/2" X 1 1/2" X 1/4" X 24") � °� ATTACHED TO SIGNAL HEAD CLAMP ATTACHED TO SIGNAL HEAD WITH SIGNAL TETHER CLAMP , : � o WITH SIGNAL TETHER CLAMP O 1/4" SPAN WIRE : : � � TETHER CLAMP (STABIIIZER) � ALUMINUM ANGLE IRON , � BOLTON & M�NK �NC. ��* a� COTTAGE GROVE, MINNESOTA 5"EET : ; � CONSULTING ENGINEERS & SURVEYORS OTH STREET - MEADOW GRASS AVENUE INTERSECTIO Z� • � Q' MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSYILLE, MN WILLMAR, MN OF � O\ S.A.P. I80-020-008 CHASKA, MN RAAISEY, MN MAPLEW00�, MN BAXTEF, MN ROCHESTER, MN � � L H:\COTT\N15108243\CAD\MS\plans\Slgnal\108243_sd001.dgn S.A.P.082-622-011 AMES,IA SPENCER.Ip OE NOINES,IA FARGO,NO SIGNAL PLAN 29 , - -- - -- --- — — -- --- -- — — — — — — . __._....._ _ _ __�_ — — - — -- — — — __...__ — — — — — _ __.._..— -- — -- — -- -- — — — — — -- — -- — — — — — __ . : APS PUSH BUTTON STATION REQUIREMENTS FOR LOCATING APS PUSH BUTTONS: , - THIS IS A GENERAL DETAIL INTENDEO TO SHOW THE REQUIREMENTS OF APS � ANODIZED ALUMINUM DOME CAP + PUSH BUTTON LOCATION. FOR PROJECT SPECIFIC OETAILS REGARDING : ���- PEDESTRIAN RAMP LAYOUT, SEE THE PEDESTRIAN CURB RAMP AND SIDEWALK OETAILS. ; 4.25" , - THE FACE OF THE BUTTON SHALL BE PARALLEL WITH THE OUTSIDE EDGE OF : ' SILICONE BEAD CROSSWALK. � 6" BOLT 3" REFLECTIVE .� CIRCLE - A MINIMUM 4 FT X 4 FT LANDING AREA SHALL BE PROVIDED ADJACENT TO EACH BUTTON, +� ACCESS[B�E SHEE7ING �. WITH A 2 PERCENT MAXIAIUM SLOPE IN ALL DIRECTIONS. � . � PEDESTRIAN DRILL 25/64" ANCHOR : ; PUSH BUTTON HOLES c2) RODS - BIITTONS SHALL BE WITHIN 5 FT OF THE OUTSIDE EOGE OF THE CROSSWALK. : UNIT W/SIGN FOR BLIND : • THREADED INSER7 BREAKAWAY - BUTTONS SHALL 8E BETWEEN 1.5 FT AND 10 FT FROM THE BACK OF CURB OR EDGE OF BASE ROADWAY, MEASURED IN THE DIRECTION OF TRAVEL. STANDALONE PUSH BUTTON STATIONS PUSH BUT70N DRILL 3/4" HOLE ANCHOR ROD PLACEMENT SHOULD BE 4' MINIMUM FROM THE BACK OF CURB TO AVOID KNOCKDOWNS. : • FOR WIRES . � - BUTTONS SHALI. BE AT LEAST 10 FT APART. 3" REFLECTIVE SHEETING � n : W 4" TRADE SIZE DIAMETER ALUMINUM SHAFT o i 5' MAX : � tSCHEDULE 40 ALUMINUM - 48" LENGTH) N , � SHALL BE SPUN FINISHED. SHAL� HAVE a � a c� ANODIC COATING AS PER MIL-A-8625C � C& G n I : : o FOR TYPE Il, CLASS 1 COATINC. � �- 5' MAX a NOMINAL 4" NATIONAL P1PE THREAD tNPT) �+ ( -'' AS REOUIRED AT THE END OF THE P[PE. a C& G ; ic x r , . in a APS P115H BUTTON BASE tSEE MNDOT � : o APPROVED/OUALIFIED PRODUCTS LIST) 6' WALK ' , '^ 1" RIGID PVC CONDUIT WITH END O p ' � BELL f2"+/- 1/2" PROJECTIONI " " : ° m 5/8"(UNC) X 7 1/2" +/- 1/4" STAINLESS CROSSWALK . a STEEL ROD IN ACCORDANCE WiTH MNDOT O O � 6 WALK ; • SIDEWALK 3385.2D RODS SHALL HAVE CHAMFERED LANDING fROUNDEDIEDCE ON BOTH ENOS. p ; : AREA 1 2 1/2" ROUNDED RADIUS 8 CROSSWALK O � CURB IF NEEDED � � UNPAVED AREA OR PB2-1 O1 : : : o: p.a Za�. .>.°. p.a; �o o . p .o o APPROX z�� GROUND LINE TWIN PERPENDICULARS � o . � . . o . .. � i (. �° tSHOWN) ; o. :o':> '� ,.o. .o'.>;•,o,', � °��: , .:� p: •: a . o' � • � •. ' °. ; ° �°'. �• • o : � .e '' . '�• • e ... _1 I: , p: DR1LL 4- 3/4" HOLES 6" DEEP � THIS DETAIL APPLIES WHEN PUSH P84-Z ' : 12" MIN. ��, �o: � 'o INSTALL FOUR ANCHOR RODS USING TWO PART Q� � BUTTON IS AT TOP OF RAMP DEPRESSED CORNER , , : o .,�� o ° EPDXY FOUND ON THE MNDOT A.P.L. FOR SIGNALS L� ,� (SHOWN) . • . p. : � ' . . p a , 3 18" IS" X 6" CONCRETE FORM[NG TUBE _ J THIS DETAIL APPLIES WHEN PUSH • . CONCRE7E MIX cp Q BUTTON IS AT TOP OF RAMP 3A32 OR EOUAL DIAMETER \\ /� RIGID PVC CONDUI7 SWEEP � 3 : ��---- ' � �_ SIGNAL CONTROL POINTS DISTANCE TO DISTANCE TO � . 1" RIGID PVC CONDUIT FRONT OF BACK OF NO TE S : SIGNAL N0. X Y LANDING tFT) �ANDING tFT) : - PLACEMENi AND ORiENTA710N OF THE PUSH BUTTON STATION 15 CRIT[CAL. MOUNT THE BUTTON PBZ-� - - A 8 : : 50 THAT THE FACE 15 PARALLEL WITH THE ASSOCIATED CROSSWALK. SCREW 1N POST TO A PB4-2 - - G D CONTRACTOR MUST USE OPT ION 1 OR 2 WHEN THE APS PUSH BUTTON . , T[CHTENED POSI710N BEFORE MOUNTING ACCE55[BLE PEOESTRIAN PUSH BUTTON UN►T TO THE POST. IS SHOWN AT THE EDCE OF WALK OPTION USED (OR SELECTED) MUST : - ORIENT ACCE55 OPENINC ON THE BREAKAWAY PEDESTAL DIRECTLY BELOW THE APS BUTTON. A- DISTANCE MEASURED PROM THE PUSH BUTTON BE THE SAME THROUGHOUT THE ENTIRE PROJECT. ; ' - PLUMB THE PUSH BUTTON STAT(ON W[TH LEVELINC SH1M5 !N ACCORDANCE W1TH STANDARD PLA7E 8129. TO THE FRONT OF LANDING/TOP OF RAMP ; - BLIND THREADED INSERTS fRIVET NUT)MUST BE INSERTEO US[NG MANUFACTURERS SPECIFIC B- CLEAR DISTANCE MEASURED FROM THE PUSH BUTTON OPTION 1 OPTION 2 : : INSTALLATION TOOL. NO OTHER AIETHOD OF INSTALLATION 1S ACCEPTABLE. TO THE BACK OF LANDINC/EDCE OF WALK � - BLINO THREAOED INSERTS SHALL BE Z1NC PLATED STEEL WITH 1/4 - 20 UNC THREADS.INSERT SHALL C- CLEAR DISTANCE MEASURED FROM THE PUSH BUTTON TO THE : : •E 8E SUITABLE FOR t15E ON A MOUNTING SURFACE WALI THICKNE55 OF .337".APPROVED BLINO OUTSIDE EDGE OF OOMES IN THE DIRECTION OF TRAVEL � THREADEO INSERTS CAN BE FOUND ON THE MN/DOT UUALIFIEO PRODUCTS LIST FOR SIGNALS. 0- CLEAR DISTANCE FROM THE PUSH BUTTON TO THE BACK OF . , - A.P.S.MOUNTING BOLTS SHALL 8E 1/4 - 20 STAINLE55 STEEL.APPLY BRUSH ON ANTI SEIZE COMPOUND TO LANDING MEASURED IN THE OPPOSITE DIRECTION OF TRAVEL � ; 80LTS PRIOR TO ASSEMBLY. : , - APPLY A BEAD OF 100% 5[LICONE SEALANT ALONG THE TOP OF THE PUSH BUTTON UNIT WHERE lT O BUTTON SHOULO BE Z FT MINIMUM FROM RAMP GRADE BREAK ANO BACK OF WALK. 9 12" COMES IN CONTACT W1TH THE 4" POST, '� : � O2 PROVIDE A MAINTENANCE ACCESS ROUTE (MAR) WHEREVER POSSIBLE LANDINC � 9" LANDING ' w - THE REFLECT[VE SHEETING SHALL BE WHITE AT [NTERSECTION CORNERS AND SHALL 8E YELI.OW • o FOR SNOW REMOVAL PURPOSES. A MAR REQUIRES A 6 FT MINIMUM CLEAR � 9" } WHEN USED IN CENiER MEDIANS. SEE MN/DOT SIGNING OUALIFIED PRODUCiS L1ST (OPU FOR DISTANCE BETWEEN A PUSH BUTTON AND ANY OBSTRUCTIONS,INCLUDING � a APPROVED TUBE OELINEATOR SHEETING. 12�� � BUII.DINGS. V-CURB. ELECTRICAL FOUNDATIONS, SIGNAL CABINETS. � �� - ANTI-SE1ZE COMPOUND MUST BE USED ON ALL THREADED BOLTS WHEN INSTALLINC PEDESTRIAN PUSH OR ANOTHER PUSH BUTTON. • o a BUTTON STATIONS. � ti . : m o O1 THE PUSH BUTTON STATION FOUNDATION 1S CONSTRUCTED AS PART OF THE SIDEWALK. INCREASE NON-WALKABLE NON-WAIKABLE . . Q� THE SlOEWALK TH[CKNESS TO 12" THICK IMIN.ITO PROV[OE FOR THE PUSH BUTTON STATION FOUNDATION T Y P I C A L A P S P E D E S T R I A N P U S H B U T T 0 N L 0 C A T I 0 N SURFACE SURFACE ; : 2� ALL JOINTS SHALL 8E A MINIMUM OF 9" FROM THE CENTER OF THE PUSH BLITTON FOUNOATION. ; : � BOLTON � M�NK Ituc. �� � ��E COTTAGE GROVE, MINNESOTA SHEET � + N CONSUI.TING ENGINEERS & SURVEYORS OTH STREET - MEADOW GRASS AVENUE INTERSECTIO 21 : . N v MANKdTO. AIN FAIRMONT, MN SLEEPY EYE, MN OURNSVILLE, MN WILLMAF, MN Of . ', p� S.A.P. 180-020-008 CHASKA, hIN RAAISEY, AIN MAPLEW00�, MN BAXTER, RIN ROCHESTER, MN � � � �o H:\CaTT\N15108243\CAD\MS\plans\Slgnal\108243_sd002.dgn S.A.P.082-622-01L AMES,IA SPENCER,IA OE AIOINES,IA FAftGO,ND SIGNAL PLAN 29 , - - ___� _ -- -_. _ - - - - - - _ __ - - --- -- - -- - ...__.. -______ _ - - - - - - - ----- - - - - - - - - - - --- - - - _ -- - - -... - - - ---__ ... - : TYPICAL PAD WITH CONTROLLER CABINET AND SERVICE CABINET : � SEE INTERSECTION �AYOUT FOR CABLE INFORMATION (NOT TO SCALEI • PLAN VIEW SIDE VIEW • 2" CONDUIT STUBBED OUT . fCAPPED BOTH ENDS1 : 2° CONDUIT AND q�� CONDUIT TO HH 1—y /� 4" CONDUIT TO HH 1 3 , , LUMINAIRE CABLES (SEE INTERSECTION LAYOUT) f I- (�'��/ �SEE INTERSECTION LAYOUTI � TO HH 1(SEE • � INTERSECTION lAYOUT) �� b � f SIGNAL 4' I I � I I I CONTROLIER ; � 'E � �/18" CONCRETE PAD � � i �� i i CABINET ; � SICNA� � � /� BACK DOOR �� II �� CROUND LINE SERVICE 2" CONDUIT AND SICNAL � � / 3" CONDUIT STUBBED OUT STEP 4" MAX. CABINET : � SERVICE CABLES TO SOP `a : 9 ��/ CABINET I I �� I I _ �fCAPPEO BOTH ENDS1 tDIRECTION MAY VARY1 -:� DIVIDER - 2" CONDUITI �� I I P1303E REBAR 8'-8" LONG : ' -i- : / tSEE NOTE 8) (COMMSI Y �I Y � _ _ _ _ � Q 6" CONCRETE WALK �q RE�U[RED1 • lJ lJ ; 2" CONDU1T STUBBED OUT GR.RD.;�� _ �--- -_= D p�� CONDUIT P1301E REBAR 3'-8" LONG , (CAPPED 80TH ENDS)� �,��_ _ _ _ _ _ _ _ _ _ _ ` � _ � _ _ _ ,0 18" CONCRETE PAD . 0 _ �//% - - - - - - _ - -,_ 3j � PREFORMED JOINT FILLER fq REOUIRED) ; , �/' FRONT DOOR 3/4" CONDUIT SiUBBED OUT : ' SIGNAL SERVICE (CAPPED FOR , . CABINET TELEPHONE LINE) ; (TYPE SSB) FRONT VIEW SIGNAL : CABINET � . DOOR 9 � • 6" CONCRETE WALK SSB g�� SIGNAL : ' GROUND LINE CABINET CONTROLLER 9�� MIN . ; CABINET 11" MAX . . v,: . o , ` ''�', IIII II I I II II I I I I III I �Il�:p •. : . . iiiiiiii ll 11 �� i i ni i�«''.° ',o; iiiiii« .=____', i i i i11i i��:�= _ NOTES: .,��iiii .__________ _.��--i�� i i i i:. ; v : l. THE ANCHOR RODS, NUTS, WASHERS AND RUBBER GASKET FOR �---- � � l • 1' MAX ' �------i /1 I I I I I I , THE CONTROLLER CABINET SHALL BE FURN[SHED BY MNDOT. C=____= � y� y �,, � �� ��-----..1111 � ; 2.THE OUTER EDGE OF THE ENTIRE EOLIIPMENT PAD AND , CONCRETE WALK SHALI BE BEVELED OR CHAMFERED IN A NEAT MANNER AS DIRECTED BY THE ENGINEER. 18" CONCRETE PAD : • GROUND ROD , 3.THE TOP OF THE CONDUITS SHALL BE CAPPED AFTER (5/8" DIA X 15'LONG1 � INSTALLATION IUNTIL CABLES ARE PULLED IN). ' � 4.CONDUIT SHALL PROJECT A MINIMUM OF 2" ABOVE THE ' CONCRETE AN� SHALL BE LOCATED INSIOE THE CABINET • WNTERFERE HE CABINET fSUPPORT[NG S.S.B. SERVICE CABINET CONTROLLER CABINET : ° MEMBERS ,Erc.�. BOLT PATTERN TYPE "P" & "R" : � 5 EQUIPMENT SI EWALK,SHAII BE USED FOR THE BOLT PATTERN ; : � 6.CONDUITS WITH BOTH ENDS TERMINATING WITH[N THE PAD � : SHALL NOT 8E PLACEO BELOW THE CONCRETE. I I I I CONTROLLER • : 7.THE EXACT LOCATION OF CONDUITS WITHIN THE PAD SHALL � � I I� CABINET SHELL , BE DETERMINE� BY THE ENGINEER IN THE FIELD. - ----- -- � � � - -------- -- ' : B.CORRECT PLACEMENT OF CONDUIT TO THE LEFT OF THE ZD „ � � � I I � � CABINET DIVIDER IS CRITICAL. i i �8-l�Z I I ; � � � I I : -------- -- : } 9.ANCHOR RODS SHALL PROJECT A MINIMUM OF 3" A80VE ----- -- , a THE CONCRETE BUT SHALL NOT INTERFERE WITH THE I I � � : � CABINET FUNCTIONS ISUPPORTING MEMBERS,ETCJ. � � I I � � 40-3/4" —� � a 10. CABINETS TO BE CENTEREO ILEFT & RICHTI ON THE PAD. 32-1/2" I I : 0 : m N OIMENSION SHOWN ARE DIMENSION SHOWN ARE � � 11. BRUSH ON ANTI-SEIZE LUBRICANT MUST BE APPLIED TO CENTER ROD TO CENTER ROD CENTER ROD TO CENTER ROD � o ALL ANCHOR ROD THREADS PROTRUDING ABOVE THE : • a cO CaNCRETE PAD BEFORE THE CABINET IS SET. , � I HEREBY CEftTIFY THAT THIS PLAN.SPECIFICATION,Oft REPOftT WAS PREPAflEO pESIGNEO ' � � BY ME OR UNOFR IdY OIRECT SIRERVISION ANO THAT I AN A WLY LICENSEO BOLTON & M� N K � IN C. �'� ei' a�E COTTAGE GROVE, MINNESOTA SHEET � � O PROFESSIONAL ENGINEE Ui�'�ER THE LANS OF TNE STATE OF NWNESOTA. R0T }� y � �, CONSULTING ENGINEERS & SURVEYORS OTH STREET - MEADOW GRASS AVENUE INTERSECTIO ZZ l�n.tA 4/�- JA4M 61ANKATO, MN FAIRMONi, MN SLEEPY EYE, MN 6URNSVILLE, MN WILLMAR, MN OF � o\ S.A.P. 180-020-008 BRYAN T NEMETH CwECxEa CHASKA, MN RAhISEY, hIN MAPLEWOaO, 0.4N BAXTER, h�N ROCHESTER, MN • : L H:\COTT\N15108243\CAD\MS\plans\Signal\108243_sd003.dgn S.A.P.082-622-011 uc.NO, 43354 oaTE 0796-2014 RBT AM1IES,IA SPENCER,IA DE NOWES,IA FAftGO,N� SIGNAL PLAN 29 , __._ _ - - -- - - - - - - - -- - - - __ __ _ - - - - - - - - --- - - - - _ ___._._.._.._._- - - -- -- - - - - - - -- - - - - -- - _.._._.. - -- - _� _ __ - : SIGNAL CONTROL POINTS D FRONT oF DI BACK�oF TO CONTROL POINTS X � : POINT NUMBER X Y LANDING (FT) LANDING (FT) POINT NUMBER X Y ' PB2-1 465082.60 137187.55 5 2.5 100 465173.73 137272,61 : PB2-2 465166.99 137186,03 10 0 101 465169.92 137205.67 Q PB4-1 465073.78 137270.56 5 3.5 > 102 465074.83 137201.08 : PB4-2 465072.31 137196.01 5 5 N 103 465076,90 137265.81 � � � PB6-1 ON WP 1 ON WP 1 10 0 N . � : PB6-2 ON WP 9 ON WP 4 5 0 � ; � PB8-1 ON WP 2 ON WP 2 5 2 � PROPOSED SIGNAL CABINET � PB8-2 465175.73 137277.91 5 6.5 � AND EQUIPMENT PAD , ; WP 1 465169,61 137287.43 Q i ; WP 2 465173.20 137201.04 4 g F W : I WP 3 465068.18 137189,08 P86-2 : WP 4 465084.07 137281.97 � � P86-1 : � : 9 ., � ' O., _ _ - ; : - o- � o Pea-2 : ioo _ : � ; PB4-1 7J�� ; . `� i O � : a�� 103 • ' - • i : . � , ( . LEGEND I � INPLACE SIGNAL POLE ; • 70TH STREET tCSAH 22) ; ; � PROPOSED SIGNAL POLE ' . 101 I PEOESTRIAN PUSH BUTTON STATION ' � PEDESTAL MOUNTED PEOESTRIAN PUSH BUTTON • • ~' 102 O "� , . \� O XXX� CONTROL POINTS AT GUTTER FLOW 11NE : . � TRIJNCATED OOMES fSEE STANDARD PLATE 7038) , PB4-2 P88-1 CONSTRUCT CONCRETE CURB & GUTTER : �'� o WP : � n �' 2 �__� BITUMINOUS TREATMENT-SEE TABLIlAT10N5 , } a '� PB2_2 X" CURB HEIGHT ; � WP � P82_1 m t,ANDING AREA - 4' X 4' MIN. DIMENSIONS : 3 F � ___ � AND MAX 2.0% SLOPE IN ALL DIRECTIONS , --- F : - INDICATES PEDESTRIAN RAMP - SLOPE SHALL ' ; Q BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM : � 1_ IN THE DIRECTION SHOWN AND CROSS SLOPE � SHALL NOT EXCEED 2.0% , � n INDICATES PEDESTRIAN RAMP - SLOPE SHALL � - � Q BE GREATER THAN 2.0% AND LESS THAN 5.0% : � �o � � ,�. 1N THE DIRECTION SHOWN AND CROSS SLOPE , o a SHALL NOT EXCEED 2.0% • � , m N � � a I -► DRAINAGE FLOW ARROW � a m � CROSSWALK MARKING ' I HEftEBY CEftTIFY THAT THIS PLAN,SPECIFICATION,OR ftEPORT WAS PREPAPEO pE51GkEo � Q BY IAE OR UNOEft NY OfRECT SUPERVISION ANO THAT IAM A DULY LICENSEO BOLTON & MBN K � INC. �'� �' a� COTTAGE GROVE, MINNESOTA SHEET � � O O IO 20 PROFE55[ONAL ENGINEE UNOER THE LAWS OF THE STATE OF PdINNE50TA. RBT }� � ��-� rncax�� CONSt1LTING ENGINEERS & SURVEYORS OTH STREET - MEADOW GRASS AVENUE INTERSECTIO 23 : � N N SCA�E FEET ���`" JA4M MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLAIAR, MN OF . O\ S.A.P. 180-020-000 6RYAN T NEIAETH ct+Eaceo CNASKA, MN RdMSEY, AIN MAPLEW00�, AIN BAXTER, AIN ROCHESTER, l.IN � : L H:\COTT\N15108243\CAD\MS\plans\ADA\108243_ada001.dgn S.d.P.082-622-011 uc.t+o. 43354 oA7E 07-16-2014 RBT AMES,IA SPENCER,IA OE MOINES.IA FARCO.ND SIGNAL PLAN Z9 - -- ---___ -- - ------ --__..._._.._ --- -- --__...- - ___---- --_ -- -- - - -_..._----- - - -- - --- --- - ---_ � SIGNAL FACE CHART ,/ LOOP DETECTOR CHART ; FACE R Y FYA c MATCHL INE C N NUMBER � LOCATION TYPE . SIZE�( 7) 1-1, 1-2 �-- �- �- �-- / DI-1, DS-1 2-6X6 20, 50 NMC LOOP Z'�� Z'Z � � � ! 2" CONDUIT DI-2, D5-2 2-6X6 5, 35 NMC LOOP 4-1, 4-2, 4-3 � � � � 3-1 /C#1 /0 D2-1, D6-1 6X6 400 NMC LOOP 5-1, 5-2 �- �-- �-- �- � D4-1. D8-1 6X6 5 NMC LOOP : 6-1, 6-2 � � � � D4-2, DB-2 2-6X6 5, 20 NMC LOOP : 8-1, 8-2, 8-3 � � � W -LOCATION: DISTANCE FROM CROSSWAIK/STOP BAR IN FEET : ' -ALL SIGNAL [NDICATIONS SHALL BE l2" > � LED Q � -ALL SIGNAL HEADS SHALL HAVE � BACKGROUND SH[ELDS 1-7/16" SPAN WIRE N 1-7/16" SPAN WIRE , -FYA DENOTES FLASHING YELLOW ARROW 1-1/4" SPAN WIRE N=�� 1-1/4" SPAN WIRE : 2-6/C�14 Q d ;; 2-6/C#14 : 8-4/Cal4 � � ;; 9-4/C�14 �E1-3/C�14 L� *2-3/C#14 • 1-3/Ca14 (LUM) O ;; 1-3/C�14 (LUM) . 9-2/Ca14 M ;; 9-2/Ck14 ' �E2-3/C �20 �E2-3/C �20 : : 1-1/Cp6 INS. GR. 1-I/Cp6 INS. GR. pEDESTRIAN PB STATION : 1-APS PB AND SIGN ' (RT ARROW) (PB8-2) 1-7/16" SPAN WIRE � � PEDESTRIAN PB STATION � EXTEND INTO HH 2: 1-1/4" SPAN WIRE � 1-APS PB AND SICN a o 1" CO�DUIT # • fLT ARROW) (P84-11 >c� ;;1 1-2/C t4 1-6/C 14 EXTEND INTO HH 7: W W � 1-1/C•6 INS. GR. 6-4/C•14 • 1" CONDUIT Q W A �2-3/C#14 . 1-2/C«14 WP tqo � ��� ;.O WP 1-3/C�14 (LUM) ; : 1-1/Cp6 INS. GR. q �E 1 2" CONDUIT q_z����q ; . 6-1 •7 �4-1 4 O 5- , 4- 2/ Cp t 4 dEl-3/C=20 2" CONDUIT O % I ' 8-2 %�1 **1-6PR�19 1-1/C�6 INS. GR. t_2/C�14 : 1-7/16" SPAN WIRE 8_3 �, � l-1/4" SPAN WIRE '' � � ; 2-6/C�14 ' - O O � `� : 4 /£�+ ;: -----------°------°---------------------------------- ----� - 6 ---- P----- ----------------------------------°--°--------------°--------------- ----------------°°------ =------°------------------- � ; �� a '� ---- ----------------°----°-----------°--------°--------- �El-3/Cp14 >F --- --------------- ------------°--° ` wx , �FL-3/C�20 �2 *,0'1+,g6 EVP �� -1 m , �- , � LIGHT � J W � a _ � E"-- H : W D5-1 D5-2 1-7/16" SPAN WIRE D1-2 Dl-1 J : z 70TH STREET (CSAH 22 ) i-�ia�� SPAN WIRE • -� 50 MPH 1-1 I-sic�t4 5-� 1� 70TH STREET ( CSAH 22 ) � ; 4-4/Ctt14 �-- = s-zic�ia 50 MPH a : c� �i-sicttzo 2-2 —� � . , I- —�j 1-1/Ctt6 INS. GR. , a � ' � Q > r �EA2+J�J5 EVP Q : . W� LIGHT 1-7/t6" SPAN WIRE , � 4'2 I 4-3 1-1/4" SPAN WIRE : 4-1 *--�� 2-l� WP i_ j� � -------------°---------------------------°-------°------------°--------------°----°------------------------------------------°-°------- -- - � �E 3 C 1 . ----°-°------------------°-°--°--------------°------� ----------------------------°-----------------°-------------- ---°-----°-- _ . ' S. ;' 2 1-3/C�14 fLUM) . ,aEA'8 EVP 4 2/C�14 . PEDESTRIAN PB STATION * DETECTORP ��! DETECTOR �EI 3/C�20 : 2" CONDUIT 1-APS PB AND SIGN �-2 ' C"6�IN5: �R• : 1-2/C�14 BR�4� (PR�-2t DS-1 ,� : X END INTO HH 5: WP 08-2 �4 : 1" CONDUIT • tt PEOESTRIAN PB STATION • CONTROLI.ER PHASING. PEDESTRIAN �=��ctt6 �NS. cR t-APS PB AND SIGN ; INDICATIONS AND PUSH BUTTONS � � �RT ARROW) �Pez-z� : EX7END INTO HH 4: 1" CONDUIT 1� PEDESTRIAN PB STATION t-2/C�14 , �4 � 1-APS PB AND SIGN 1-1/C�6 INS. GR. � WP fLT ARROW) (P82-11 . WP EXTEND INTO HH 5� NO7ES: 4 P6-1 1 1-2%CpDqIT 1.SEE SPECIAL PROVISIONS FOR COUNTY AND CITY FURNISHED MATERIALS. � P6_p �H 8 Z1 1-1/Ca6 INS. CR. 3.THE EXACT �OCATION HAND OLES,POLES,l00P DETECTORS,E�UIPMENT PAD,AND PEDESTRIAN : PB6-2 . E PB4 H P88-2 l-7/16" SPAN WIR � CURB RAMPS SHALL BE DETERMINED IN THE FIELO BY WASHINGTON COUNTY TRAFfIC OFFICE . � P4'1 1-1/4" SPAN W RE � PERSONNEL. ' 1-4/C#14 4.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF THE POWER FOR THE � : �_ � �El-3/C�14 TRAFFIC SIGNAL SYSTEM. : : �� �� 5.THE CONTRACTOR SHALL LOCATE AND VERIFY INPLACE UTILITES PRIOR TO CaMMENCING WORK. : 6.THI5 PLAN SPECIFIES CONDUIT SIZES,TYPES,AND CENERAL LOCATIONS. THE EXACT LOCATIONS Id5 � �Q WILL BE DETERMINED IN THE F1ELD. ' rn O 7.ALL NEW CONDUIT SHALL BE PVC - SCHEDULE 80 OR HDPE SCHEDULE 80 AND SHALL CARRY ' : + � P8-1 U .1 � 1/C#b GREEN INSULATED GROUNDING CONDUCTOR AS SHOWN IN THE PLAN. ; • � �� S I G N A L S Y S T E M 0 P E R A T I 0 N � G� B.THE CONTRACTOR SHALL FURNISH AND 1NSTALL SPAN WIRE MOUNTED RIO-X12 (LEFT TURN YIELD PZ-Z � ON FLASHING YELLOW ARROW)S1GNS ADJACENT TO HEADS 1-1 AND 5-l. ° �� - THE SIGNAL SYSTEM FLASH MODE IS ALL REO ��� 9,ALL SICNING ON WOOD POLES AND SPAN WIRE SHALL 8E INCIDENTAI. o a H P 4-2 P88- '� . m° �= Z = WP - NORMAL OPERATION IS 6 PHASE,WITH PHASES y� lO.SEE DETAIL SHEET FOR WOOD POLE AND SPAN WIRE MOUNTING DETAILS. : ' o WP P2-1 P82-2 � 1 AND 5 BEING FLASHING YELIOW ARROWS 11.FOR PAVEMENT MARKINGS SEE STRIPING PLAN. ' �� e � 12.ITEMS DENOTED WITH AN � ARE INCLUDED IN PAYMENT FOR THE EVP SYSTEM PAY ITEM. : n � 3 B Y T 1 M E O F D A Y. G 198 � 13.ITEMS OENOTED WITH AN �� ARE INCLUDED IN PAYMENT FOR THE TRAFFIC CONTROL INTERCONNECTION PEOESTR[AN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE � PHASES 2 AND 6 SHALL BE ON VEHICLE RECALL. PAY ITEM. : ' I HEREBY CEftTIF TH T TH[S PLpN,SPECIF[CATION,OR REPORT WAS PREPAftEO pES���Ep ' ' Q BY ME OR t/N�FR NY �IRECT SUPEflYI5I0N AND THAT I AN A WlY LICENSE� BOLTON � M�N K � I N C� �• � °A � COTTAGE GROVE, MINNESOTA SHEET • � O O 20 AO PROFESSIONAL ENGINEE UNOER THE LAWS OF THE STATE Of IA[NNESOTA. RBT � + N � �. ^ �+A� CONSULTING ENGINEERS & SURVEYORS OTH STREET - MEADOW CRASS AVENUE 1NTERSECTIO z4 SCA�E FEET �A�" ���W JMM h1ANKATO, MN FAIRMONT, MN SLEEPY EYE, MN Bl1RNSVIILE, MN WIILMAR, MN aF � p� S.A.P. 180-020-008 BRYAN T NEMETH aECKEO CHASKd, MN RAMSEY, MN MAPLEW00�, 0.1N 6A%TER, MN ROCHESTER, MN e ' ; L H;\COTTW15108243\CAD\MS\plans\Signal\108243_sgI001.dgn S.A,P.082 ut.NO. '13359 oAre 0 � - � 6 "Za� 4 RBT AMES.IA SPENCER,IA OE lAOINES,IA FARGO . SIGNAL PLAN 27 � --_ _ - -- - - - - _._..__...._ _ - - - - --- - - - -- - ....._ _- --- ..._ -- _. -- - - - -- - - - - - -- -- - -- - - -----_....__ - - - - -___ - - - � � ; • Q , : 2" CONDUIT 1-6PRa19 (INTERCONNECT) DIRECT BURY : 1-2/C#14 TO HAROWOOD AVENUE . m �E�E I -6PR+� 19 ' W :°°_:______ =__c__° c . - - ------°°--°--- -- ----°--°- ------------°-------- ----°---------° � Z --°°-------------°----- • • : H 3 . J � _ : �' �s-� � 70TH STREET t CSAH 22 ) � F- : � 50 MPH � � , : 70TH STREET (CSAH 22) � 50 MPH : a : : � �, : : _� z ; . � � , � _�_ J • E �2-1 S , � -� U : -� � . . Q � : � 6 . ------------------°--------°-------------°---------°-°-°--------------------------°°°• � -°-°---°----°--°--°-----------°--- ----------°-----------°-------°-°------°---° � � . 4- U n 2" CONDUIT ' � I-2/C�14 � , � � C Q � O ` O . m M I ' � O ' U .. a m ' � IHEREOY CEATIFY THAT THIS PLAN,SPECIFICATION.Ofl ftEPOftT WAS PREPAPEO pES���p g. M�N K � INC COTTAGE GROVE, MINNESOTA ' 9Y A4E Ofl UNOER NY UIRECT SUPERY[5[ON ANU THAT I AN A UULY LICENSE� BOLTON �� ei' ��E SHEET • 0 0 20 40 PROFE55[ONAI ENGINEE UNOER THE LAriS OF THE STATE OF IA[NNESOTA. RBT +� � � o�a� CONSULTING ENGINEERS & SURVEYORS OTH STREET — MEADOW GRASS AVENUE INTERSECTIO Z5 : . v�l N $CALE FEET ���' JMM MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN OURNSVILLE, MN WILLMAR, PAN OF � O\ S.A.P. 180-020-008 BRYAN T NEMETH CxEacco CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, AIN � : L H:\COTT\N151082q3\CAD\MS\plans\Signal\108243_sg1002.dgn S.A.P.082-622-01t �[c,r+o. 43354 oare ��" 16 " 2014 R8T APAES,IA SPENCER,IA DE IAOMES,IA FARGO,NO SIGNAL PLAN � 29 , __...____.__._......__ ___... ___..___.___ - — — — — — -- .............-- � -- — — — — -- - - — — --.._._..— -- — --__.._......_ — — --- — --- -- -- -- -- — — _..._..___.--. , � , : � : ' � : . O : 2° coNOUir ; ' i;' s-iic«�io � ; . � �PN , , SN : ' i' p � G�PP ; : M� 3 � M � 4" CONDUIT (DIRECT ONA� BORE) 3-1/C�I/0 , � 0 : , m 1 '� � , : O : . O ���� . . �z : W � '�� : ' O 7J : . � N . : y : G : m : : G ,;'', 2" CONDUIT , . � 3-1/C�l/0 , �' . 7: , , � 1I , t : � ' : � : : + : a : � : . � � c Q 0 m rn • i Q . � Q , � . . Q ° J , MATCHLINE C ' I NEftE6Y CERT[fY THAT THIS PLAN,SPECIFICATION.OR REPOftT WAS PREPAREO pESIGNEO ` ' � BY ME OR UNOER !AY OIftECT SUPERVISION ANO THAT I AN A WLY LICENSED BOLTON & M�N K � I N C. �'• � w� COTTAGE GROVE, MINNESOTA SHEET � PROfE55[ONAL ENCINEE UNOER THE LAWS OF THE STATE Of AI[NNESOTp. RBT : N o zo qo � ��_ �, CONSULTING ENGINEERS & SuRVEYORS OTH STREET - MEADOW GRASS AVENUE INTERSECTIO Z6 : . � N SCALE FEET �w�' ��M MANKATO, MN FAIRMONT, MN SLEEPY EYE, M1IN OURNSYILLE. MN WILLMAR, IAN aP : p� S.A.P. I80-020-008 BRYAN T NEMETH CxEtxEO CHASKA, MN RAMSEY, hIN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN p � L �o H:\COTT\N15108243\CAD\MS\plans\Slgnai\108243_sg1003.dgn S.A.P.082-622-011 LIC.NO. 43354 oATE 07-16-2014 RBT AMES,IA SPENCER,IA OE MOINES.IA FARGO,ND SIGNAL PLAN 27 , :- - -- -- - _ _- - - - - - - -._... _ - - --- __ ___� - - - - - - -- - ____.__.._._._.___ _� _ _ _ _ _ _ - -- --- - -- -- - - - __-- -- - _---- - - --- - - -_ _ . ° WP i 50' WOOD POLE WP 50' WOOD POLE � 1 2-DOWN GUYS, GUARDS AND ANCHORS 2 2-DOWN GUYS, GUARDS AND ANCHORS O EQUIPMENT PAD (SEE SHEET 221 . 2-TYPE lOB WOOD POLE MOUNTED AT 90° AND 180° 2-TYPE 10B WOOD POLE MOUNTED AT 90° AND 180° SERVICE CABINET 1-APS PB AND SIGN (LT ARROW) tP86-1) t-APS PB AND SIGN (LT ARROWI (PB8-1l CONTROLLER AND CABINET (COUNTY FURNISHED) � : 1-ONE WAY EVP DETECTOR (PHASES 1 AND 61 POLE MOUNTEO 1-ONE WAY EVP DETECTOR (PHASE 81 POLE MOUNTED 4" CONDUIT TO HH 1� 4" CONDUIT TO HH 1� , METAL JUNCTION BOX WITH TERMINAL BLOCK 15' MAST ARM AND LUMINAIRE fLED) WITH HOUSESIDE SHIELD 2-6/C�14 2-6/C#]4 9-4/C�14 9-4/C�14 ; METAL JUNCTION 80X WITH TERMINAL BLOCK �E2-3/Cpl4 �E2-3/Ca14 4" CONDUIT RISER AND WEATHERHEAD FROM HH 1 TO SPAN WIRES WITH: 3" CONDUIT A80VE JUNCTION BOX Ta SPAN WIRES WITH: 10-2/Ctt14 10-2/C=14 : • �E2-3/Ca20 �E2-3/C#20 2-6/Ca14 4-4/Cp14 1-1/Ca6 INS. GR. 1-1/C�6 INS. GR. � 9-4/C�14 5-2/Cpl4 �E�EI-6PR�19 �F2-3/Ctt14 1-3/C�14 (LUM) t" CONDUIT BEIOW JUNCTION BOX TO P88-1 WITH: 2-2" AND 1-3" CONDUIT STUBBED OUT- ' . 10-2/C�14 1-2/Ca14 CAPPED AT BOTH ENDS �E2-3/C�20 3/4" CONDUIT STUBBED QUT-CAPPED AT BOTH ENDS : 1-1/C#6 INS. GR. 3" CONDUIT BELOW JUNCTION BOX TO HH 4 WITH: fFOR TELEPHONE LINEI ` , 4-2/Cpl4 1-1/Cp6 INS. GR. CONTROLLER CABINET TO SERVICE CABINET: � 4" CONDUIT RISER AND WEATHERHEAD FROM HH 1 TO SPAN WIRES WITH: 2" CONDUIT • 2-6/Ca14 1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITHs 2-1/Cp6 9-4/Cal4 1-3/Cp14 (LUM) 1-1/Cp6 INS. GR. ' . �E2-3/Cttl4 I-3/Ca14 (LUMI SERVICE CABINET TO HH lt ' 4-2/Cpl4 , , �E1-3/Ca20 2" CONDUIT 2-3/Cpt4 (LUM) I-VC�6 INS. GR. : 3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH: SERVICE CABINET TO HH 8: : 1-6/Cp14 2" CONDUIT , � 3-4/C#14 3-1/C�1/0 : 1" CONDUIT BELOW JUNCTION BOX TO P86-I WITH: • � 1-2/C�14 , O S.O.P - CROUND MOUNTEO TRANSFORMER (XCEL ENERGYI : � 2" CONDUIT INTO HH I1: 3-1/Cpl/0 ; e WP 50' WOOD POLE WP 50' WODD POLE 2-DOWN GUYS, CUARDS AND ANCHORS � 2-DOWN GUYS, GUAROS AND ANCHORS 2-TYPE lOB WOOD POLE MOUNTEO AT 90° AND 180° 2-TYPE IOB WOOD POLE MOUNTED AT 90° AND 180° � 1-ONE WAY EVP DETECTOR (PHASES 2 AND 51 POLE MOUNTED I-APS P8 AND SIGN (RT ARROWI tP86-2) ' METAL JUNCTION BOX WITH TERMINAL BLOCK 1-ONE WAY EVP DETECTOR (PHASE 41 POLE MOUNTED : ; t5' MAST ARM AND LUMINAIRE fLED) , , 3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH: METAL JUNCTION BOX WITH TERMINAL BLOCK 1-6/C�14 ' 3-4/Cp14 3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH: , 5-2/Cal4 4-4/Ca14 : 5-2/C�14 - � 3" CONDUIT BELOW JUNCTION BOX TO HH 5 WITH: , 5-2/C�14 l" CONDUIT BELOW JUNCTION 80X TO P86-2 WITH: � 1-1/C�6 INS. GR, l-2/C�14 . � 3" CONDUIT BE�OW JUNCTION BOX TO HH 7 WITH: : � 4-2/C�+14 . , 1-1/Cp6 INS. GR. � � 1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITHc 1-3/C�14 tLUM1 • � , � . o + • a : � . . � � c Q � 0 m rn i � � � O � .. . � n a0 ; � I HEftEBY CEftTIFY THAT THIS PLAN,SPECIFICATION,Ofl REPOftT WAS PREPAFEO pESIGrvEO ' 0Y ME Oft UNOER NY DIRECT SUPERVIS[ON pND THAT I APA A WLY LICENSEO BOLTON �- M� N K � I N C� �'• � �� COTTAGE GROVE, MINNES.OTA SHEET . . p PftOFE55I0NAL ENG[NEE UNOEft THE LAWS OF THE STATE OF P1[NNESOTA. RBT �� ; N� � ��---� o�A� CONSULTING ENGINEERS & SURVEYORS OTH STREET — MEADOW CRASS AVENUE INTERSECTIO � N N ti(/� 1�/�. JMM MANKATO, R1N FAIftMONT. MN SLEEPY EYE, MN Bl1RN5VILLE, MN WI�LMAR, hIN OF � O\ S.A.P. I80-020-008 BRYAN T NEAIETH CxEacEa CHASKA, MN RAMSEY, MN MAPLEWOOD, hIN 8A%TER, hIN ROCHESTER, PAN � : L H:\COTT\N15108243\CAD\MS\plans\Signal\108243_sg1004.dgn S.A.P.082-622-011 uc.NO. 43354 oArE 07-16-2014 RBT AMES,IA SPENCER,IA OE A�OINES,fA FARGO,NO SIGNAL PLAN 29 , __ _ - - - - -- -- -.__.... - -- - - - -_._..._- -- - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - -- __ - - : 6 _� 5-z s CONTROLLER CABINET : *Rll+�'6 EVP P88-2 * �+� , DETECTOR g 30 EVP , 44 14 TO EVP D1-2 OETECTOR : HUB �� ' INTERCONNECT TO 7 Dl-1 RED i � HARDWODD AVE SIGNAL g 31 YEL 4 _� : �E,QJg vi *�EI-6PR#19 P86-1 GRN } : 8-3 LUMINAIRE EVP LIGHT ? g NEU 4 ro 8-1 D6-1 RlA : : 45 �uM Q 53 � _ RLA YLA � I • 11 YLA 32 GLA 1-2 � 90 10 GLA 5-p NEU : NEU FYLA , , P4-t � 8.10-13 FYLA SPR i 46 P8-2 HH 3 SPR 33 WLK � P4-2 . , 44'48 WP 4,30-52,55 4,30-55 �r 1z Il YEL NEU I J.8.4 ^ J.B.1 9 D6-1 GRN 8-1 ' ; P6-2 ~ 8-2 � P6-1 NEU 34 WWK P2-1 � DWK SPR } , 47 49-52,55 �ts'q Eyp NEU DETECTOR 54 #6 INS. GR. i�� 56 �3 12 SPR � P8_2 : 43 ro EVP NEII 35 D2-1 : ' HUB - p 9 .90 , • P86-2 S PB6 � 13 WWK 3fi D5-2 ; TO PB 48 HH 7 3,15-29.56 8 SPR � P6-1 37 D5-1 49 CONDUCTOR COLOR CODE (l4 GAUGE) T � PB NEU ; �4-Z TO SIGNAL CABINET TO DEVICE 5-1 INS.GR HH 2 3g P82 : 50 55 7 D1-1 � �yP 6 39 PB4-2 I D4- ����' � R R PED PB DETECTOR 30-42,55 0 � RED • . 6PR#19 YEL 4& 5 15 � PED PB 6/C#14 WH 6/C#14 BH GRN SECTION S P88�2 N 6 D1-2 RLA � STATION COX1A1. � CABLE gLK/R NEU SIGNAL To PB 5 YLA 40 CLA 1-1 , I • PB4-1 CABLE BLK YLA/FYA HEADS 15 GLA 5-1 NEU } ; TO PB 51 (65M) R CLA *�+� NEU } FYLA . 5-7,9,55,90 FYLA SPR CABLE q/C#14 BLK/R Q EVP LIGHT SPR 4 EVP LIGHT JJ'1+Q6 � INS.GR. 55 R BLK N 16 : EO.G • O 3-I/C#2 WH INPUT WH o HH 16 EVP LICHT p2+,g$ NEU ; 6-2 BLK POWER a BLK/R RED/DWK 3 SECTION EO.G ' 4/C#14 YE�/WLK O � NEU RED • BLK � BLK & PED 2-2 3 15-29 56 56 -9.1 -29, 6, 0 � . qp o CABLE H GRN/SPR HEADS 4,8,10-14,30-55 — 10-14.30-55 42 YEL � 6_Z � 3-1/C#6 WH SIGNAL NEU RED GRN : G SERVtCE R o 17 GR.RD. 17 YEl z _ 2 NEU , � *kll+p'6 R 4/C#18 BLK a NEU � �3 � EVP LIGHT � WH " P8-1 EVP : O BL G W � J98 DETECTOR ; 4"� 41 N EVP I.IGHT p� EVP R/BLK 3/C#14 �LK m 3/C#14 CLK LUM/VIDEO DETECTOR RED • 12/C#14 0/BLK CABLE H Pz'Z 44 YEL : BL/BLK H CAMERA �y GRN } 6- � : 31 I-1 WH/B K pp PB8-1 NEU , BLK 2/C#14 WH CLR z- � ' BLK/WH DWK . . 40 BLK/R 3/C#20 WH�OR YEL 2/C#14 B� PED PUSH BUTTON 3'4 20 WLK � RED � ; WH/R WH OR CLR 22 SPR P2-2 45 YEL 8-3 � BLK OR BL CABLE �«f Required) NEU GRN NEU : 1-2 NOTE: PBB-� DWK � ALL POLE CONNECTIONS SHALL BE ARRANGED AS SPECIFIED ABOVE. 19 DWK 70 PB 4-3 21 SPR � PS-1 46 WLK � P4-1 ' �Id'2+,0"5 EVP NEU SPR ' 3z DETECTOR LUMINAIRE 23 NEU : .�,gq 3,18-29,56 : T H E 30 EVP �IGHT Q ro 3 zP yE� � DWK ' : 28 1 LUM 19-23 GRN 2-1 47 WLK P6-2 � P4 NEU SPR , � GR.RD. RED 48 NEU +' 28,29,56 . 33 31-34 WP wP J.B. z SERVICE CABINET 23 GRN � 4-3 49 PB6-2 � J.B. 3 . � LUMINAIRE NEU D4-2 � *AB EVP � S.O.P. 24 DB-1 50 D4-1 � PZ �� DETECTOR 4 ro � ' 35-39.56 PED PB 4-2 24-27,56 �uM � 25 D8-2 51 P84-1 3q STATION TO EVP 18 : ' 38 PB2-1 Hue HH 10 HH 11 LUMINAIRE z6 * • TO PB 29 PB2-2 53 EVP LIGHT R14 , � HH 6 HH 56 INS. GR. 3 TO EO.G : + HH 4 1 �uM 1� �g EVP LIGHT !D'4 NEU a E�.G RED � 35 35 36 37 38,39,56 25 24 NEU 54 YEL , �� PE� P� HH 9 1 HH 8 SERVICE iNS.CR 2 RED CRN 8-2 m m 39 ST04PB Z9 GRN 4-2 55 NEU ; PED PB 1NS. CR. : � o INS. GR. SP82I2N 1 1 1 3-1/CUl/0 OWER NEU ** 1N5. CR. ; ; a w ,.., �, � 56 TO PB 28 N � gp 1NTERCONNECT TO HARD�400D AVE , o 0 o INS. GR. � � GR.RD. 2 3-IiCU6 SIGNAL SICN l 1-6PR#19 56 ° ° INS. GR. SERVICE : ; Q IHEREBY CERTIFY THAT TH[5 PLAN.SPECIFICATION,OR REPORT WAS PREPAFiE� pESIGHEO g. M�NK � INC COTTAGE GROVE, MINNESOTA � 0Y ME Oft UNOER IdY OIRECT SUPERYISION ANO THAT I AN A UULY LICENSED BOLTON �� �' �^� SHEE7 . O PROFESSIONAL ENGINEE UNOER THE LAWS Of THE STATE OF NINNESOTA. RBT }� � � �aA�, CONSULTING ENGINEERS & SURVEYORS OTH STREET — MEADOW GRASS AVENUE INTERSECTIO 28 : : N N rV(/�1�/�• JMM MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILIMAR, hiN OF . O\ S.A.P. I80-020-008 ORYAN T NEAIETH CxeacEO CHASKA, AIN RAMSEY, MN MAPLEWOOD, MN BAXTER, RIN ROCHESTER, MN � : L H:\COTT\N15108243\CAD\MS\plans\Signal\108243_wd001.d9n S.A.P.082-622-011 uC.no, 43354 paTE 07-16-2014 R8T AMES,IA SPENCER,IA DE AIOINES,IA FARGO,ND SIGNAL PLAN 29 , - - . _.... - - - - - ................... - -- - - - - - - - - - - - - ... - - - . - - ' w � : : � . . z w : : > , a . � 0 ' N PROPOSED SIGNAL CABINET • Q , � ��1-6PR�19 fINTERCONNECT) DIRECT BURY : � . : � ` � STUB OUT 2" CONDUIT ' � � 2" CONDUIT FROM HH 3 � a ��1-6PR�19 � ' w � ---• • • • . • • • • Q � ; � � --------°---------------------- 3 °• • • � � ------°------------------------° °----------------°-- w : 2 tit------------°°----------------------- - Z : H ' � J 70TH STREET (CSAH 22) _ : U � . � a : • � . ��t-6PR+�19 (INTERCONNECT) : ' ��6PRal9 (INTERCONNECT) DIRECT BURY ON INPLACE SPAN WIRE . . . . � � . • : . . . . . . • • . Q : w ��t-6PR�19 fINTERCONNECT) , • Z 70TH STREET (CSAH 22) H ON INPLACE SPAN WIRE . � J + _ ' '� U . ° F- : a � • � '�— ��INPLACE CONDUIT , , w 1-6PRtti9 ; � Z • : � j EXISTING SIGNAL CABINET : + a COMPLETE INTERCONNECT CABLE CONNECTIONS IN CABINET n AND CONTROLLER � NOTES: p � a I.THE CONTRACTOR SHALL LOCATE AND VERIFY INPLACE UTILITES PRIOR TO COMMENCING WORK. O ' 0 m � 2.THIS PLAN SPECIFIES GENERAL LOCATIONS. THE EXACT LOCATIONS WILL BE DETERMINED IN � • : � o THE FIELD. � : , a m 3.ITEMS DENOTED WITH AN �� ARE iNCLUDEO IN PAYMENT FOR THE TRAFFIC CONTROL Q INTERCONNECTION PAY ITEM. 2 ; � IHEREBY CERTIFY THAT TNIS PLAN.SPECIFICATION.OR REPORT WAS PREPAPEO pE51GkEO �. M�N K � INC COTTAGE GROVE, MINNESOTA � BY NE OR UNOEF IAY UIRECT SUPER4ISION AND THAT I AN A DULY LICENSEO BOLTON �• � wTE SHEET • O O 50 I00 PFOiE55I0NAL ENGINEE UNOER THE LAWS OF THE STATE OF N[NNESOTA. RBT �� �� � % DflAfiN CONSU�TING ENGINEERS & SURVEYORS OTH STREET - MEADOW GRASS AVENUE 1NTERSECTIO . m N SCALE FEET �M' �t� JMM MANKdTO, b4N FAIRMONT, MN SLEEPY EYE, MN OURNSVILLE, MN WILLMAR, MN OF . O� S.A.P. I80-020-008 BRYAN T NEMETH CHEtxEO CHASKA, AIN RAAISEY, PAN AIAPLEWOOD, MN BAXTER, MN ROCNESTER, MN � : L H:\COTT\N15108243\CAD\MS\pla�s\Signal\108243_Ip001.dgn S.A.P.082-622-011 ut.NO. 43354 oA7E 07-16-2014 RBT AMES,IA SPENCER,IA �E AIOINES.IA FARGO,N� INTERCONNECT PLAN 29 ,