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Home My WebLink About2013-04-17 PACKET 04.N.REQUEST OF CITY COUNCIL ACTION COUNCIL AGENDA MEETING ITEM # DATE 4/17/13 � � 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 May 23, 2013, for the Hinton Avenue South Reclamation — 80th Street to 70th Street. STAFF RECOMMENDATION: Adopt the resolution approving the plans and specifications and establishing a bid date of May 23, 2013, for the Hinton Avenue South Reclamation — 80th Street to 70th Street. BUDGET IMPLICATION $N/A $N/A N/A BUDGETED AMOUNT ACTUAL AMOUNT FUNDING SOURCE ADVISORY COMMISSION ACTION ■ ■ ■ � � � PLANNING PUBLIC SAFETY DATE APPROVED ❑ ❑ ❑ ❑ ❑ 0 ❑ DENIED ❑ ❑ ❑ ❑ ❑ ❑ ❑ PUBLIC WORKS PARKS AND RECREATION HUMAN SERVICES/RIGHTS ECONOMIC DEV. AUTHORITY SUPPORTING DOCUMENTS REVIEWED ❑ ❑ ❑ ❑ ❑ ❑ ❑ � MEMO/LETTER: Memo from Jennifer Levitt dated 4/11/13 � RESOLUTION: Draft ❑ ORDINANCE: ❑ ENGINEERING RECOMMENDATION: ❑ LEGAL RECOMMENDATION: � OTHER: Hinton Avenue South Reclamation — 80th Street to ADMINISTRATOR'S COMMENTS: 70th Street Plans , � City Administrator y� Date ********�************�************�************* COUNCIL ACTION TAKEN: ❑ APPROVED ❑ DENIED ❑ OTHER CITY OF COTTAGE GROVE � MINNESOTA To: Honorable Mayor and City Council Ryan Schroeder, City Administrator From: Jennifer M. Levitt, P.E., Community Development Director/City Engineer Date: April 11, 2013 Re: Hinton Avenue South Reclamation — 80th Street to 70th Street • Approve the Preparation of Plans and Specifications • Establish a Bid Date Background In 2008 Hinton Avenue between 80th Street and 70th Street was proposed for rehabilitation. Due to the total financial cost of the residential streets and park improvements in the 2008 Pavement Management Project, it was recommended to forgo Hinton Avenue until a future time. Public Works conducted patching in 2008 to help preserve the road's integrity. Hinton Avenue was proposed for rehabilitation in 2012 according to the CIP. The road's surFace and ride quality continue to decline. On November 16, 2011, Council autho- rized the preparation of a feasibility report for the proposed improvements. The Hinton Avenue reconstruction project was put on hold in 2012 to enable the IMTF policy to be re-analyzed and updated. The City Council on August 8, 2012 adopted the revised IMTF policy. The City Council held a workshop session on this project on December 5, 2012. A neighborhood meeting took place on January 15, 2013 in the Training Room at Cottage Grove City Hall with 25 people in attendance. The City Council, on January 16, 2013, approved the feasibility study and called for a public hearing to be held on February 20, 2013. The City Council on February 20, 2013 ordered the project and authorized the preparation of plans and specifications. At that meeting, the Council also requested that the Public Safety, Health and Welfare Commission review the pedestrian crossing on Hinton Avenue at the Cottage Grove trail corridor. The Public Safety, Health and Welfare Commission recommended the installation of a rectangular rapid-flashing beacon (RRFB) LED crosswalk warning system. The recommendation of an RRFB is contained within the plan set for approval. Discussion Plans and Specifications Plans and specifications have been prepared in accordance with City standards and specifica- tions. The engineer's estimate for the improvements is $1,544,265.00. The costs outlined for the specific improvements correspond with the feasibility report. Honorable Mayor, City Council, and Ryan Schroeder Hinton Avenue Reclamation — 80th Street to 70th Street April 11, 2013 Page 2 of 2 Bid Date A bid date of May 23, 2013, at 10:00 a.m. will provide ample time to provide required notification to contractors. Recommendation It is recommended the City Council adopt the attached resolution approving the plans and specifications and establishing a bid date of May 23, 2013, for the Hinton Avenue South Reclamation — 80th Street to 70th Street project. RESOLUTION NO. 2013-XXX RESOLUTION APPROVING THE PLANS AND SPECIFICATIONS AND ESTABLISHING A BID DATE FOR THE HINTON AVENUE SOUTH RECLAMATION — 80TH STREET TO 70TH STREET WHEREAS, plans and specifications have been prepared in accordance with the City Standards and Specifications for the Hinton Avenue South Reclamation — 80th Street to 70th Street; and WHEREAS, a bid date has been established for May 23, 2013; 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 May 23, 2013 for the Hinton Avenue South Reclamation — 80th Street to 70th Street. Passed this 17th of April, 2013. Myron Bailey, Mayor Attest: Caron M. Stransky, City Clerk LEGEND s+oo �+oo 5 V 6 — STREET CENTERLINE SURVEY BASELINE ---------------- COUNTY SECTION Ol1ARTER SIXTEENTH — �� CORPORATE LIMITS �� --- RIGHT OF WAY PERIAANENT EASEIAENT PROPERTY LINE R.R. RIGHT OF WAY � �� SANITARY SEWER AND IAANHOLE �� .. �� FORCE MAIN �� SANITARY SEWER SERVICE & CLEHNOUT �� ..�� WHTER MAIN, HYDRANT AND VALVE � � � � � � � � � �� WNTER SERVICE AND CURB STOP BOX WNTER VNLVE MANHOLE �� STORIA SEWER, APRON, MNNHOLE AND CATCH BASIN .... . .... . .... ...... .. �. CULVERT �� II �� BULNHEAD � � � � � � � � � 9URIED FI9ER OPTIC CA9LE �� BURIED FIBER OPTIC DUCT OR CONDUIT . �� BURIED PHONE CABLE AND PEDESTAL �. �� ....... �� BURIED PHONE DUCT OR CONDUIT AND IAANHOLE .. �� 6URIED TV CABLE AND PEDESTAL �� BURIED ELECTRIC CABLE �� BURIED ELECTRIC DUCT OR CONDUIT AND MNNHOLE .. .�� OVERHEND ELECTRIC, POLE AND DOWN GUY ANCHOR ... LIGHT POLE TRAFFIC SIGNAL STANDARD ...... ....... GAS IAAIN .. ..... �. GAS SIGN, VALVE AND VENT � � � � � � � � � � � � � � � � PETROLEUM PIPELINE �� SOIL BORING Ok� TRAVERSE POINT �� CONCRETE CURB AND GUTTER .. .., EXISTING PAVEIAENT OR SIDEWNLK � SIGN (HWY, PARK, STOP, ETC.) �. STREET NAME SIGN ......... .......... DITCH . ........ ............... RAILROAD TRACKS �� FENCE (IJNIDENTIFIED) �� 6ARBED WIRE FENCE �� . � �� CHAIN LINN FENCE �� ELECTRIC WIRE FENCE �� WOOD FENCE � WOVEN WIRE FENCE � �� PLATE BEAM GLIARDRAIL . � � CABLE GUARDRAIL . DECIDUOUS AND CONIFEROUS TREE .. BUSH—SHRUB . .. �� WO�DED AREA ........ ............ WETLAND r� BUILDING PROPOSED — NEW RIGHT OF WAY — PERMANENT EASEIAENT TEMPORARY EASEMENT �� SANITARY SEWER AND IAANHOLE M FORCE MAIN � �CO SANITARY SEWER SERVICE & CLEANOUT —I�� WNTER MAIN, HYDRANT AND VALVE � WHTER SERVICE AND CUR9 STOP BO% e WATER VNLVE MNNHOLE �--�F STORM SEWER, MANHOLE AND CATCH 6ASIN ►—�—�� CULVERT .......... ..�.�.........� �...... BLILKHEAD ---c----o-'---o--- DRAIN PIPE DITCH CONCRETE CURB AND GUTTER SILT FENCE —9LTC—SILTC— FLOATATION SILT CURTAIN � � BIOROLL � LIGHT POLE e TRAFFIC SIGNAL, STANDARD i --- SIGN (HWY, PARK, STOP, ETC.) Q STREET LIGHT FEEO POINT ----- -- STREET LIGHTING CABLE X REMOVE TREE MINNESOTA DEPARTMENT OF TRANSPORTATION C�TY OF COTTAGE GROVE. MINNESOTA CONSTRUCTION PLANS FOR BITUMINOUS MILLING, CURB AND GUTTER, BITUMINOUS PAVING, BITUMINOUS TRAIL, APS SIGNAL UPGRADE, LIGHTING HINTON AVENUE IMPROVEMENTS �� THE Xp5 EDITIqJ OF THE NINNESOTP DEPNRTMENT Of TRPNSPORTPTION 'STPNDNR� SPECIfICNTIONS fDR CONSIRUCIIDN' SHRLL GDVERN EXCEPT FS MODIFIED BT THE SPECIFICP110N5 FOR T115 PROJECI. TO INLWDENG� TRFFfIC CONTROL ZONE LNTWTS', — CIIRRENT EDI110N. INDEX SHEET N0. DESCRIPTION Gt TITLE SHEET G2—G3 STATEIAENT OF ESTIIAATE� OUANTITIES G4 GENERAL NOTES C1 SWPPP C2—C8 DETAILS C9 TYPICAL SECTIONS Ci�—C12 CONSTRLICTION PLAN C13 TRAIL CROSSING PLNN C14—C15 TRAIL PLAN AND PROFILE Cifi—Ci8 TRAIL CROSS SECTIONS C19 DETOUR PLNN C2�—C25 SIGNING AND STRIPING PLAN C26 SIGNING AND STRIPING TAB Ei—E6 LIGHTING PLAN E7—E8 LIGHTING DETAILS SS1—SS6 SIGNAL PLNNS THIS PLNN CONTAINS 46 SHEETS. DESIGN DESIGNATION STOPPING SIGHT DISTANCE BASED ON: J.5' HEIGHT OF EYE 2' HEIGHT DF OBJECT HINTDN AVENIJE SOIJTH SAP 180-1�1-04 GROSS LENGTH DESIGN DESIGN SPEED R—VAWE N ESALS EXISTING A.D.T. (2D13) 20 YR. PRDJECTED N.D.T. (2D33) R HCADT FUNCTIONAL CLASSIFICATION N0. OF TRAFFIC LANES N0. OF PARKING LANES N.1s. APPROVED: CITT ENGINEER OF PROJECT LOCATION CITY OF COTTAGE GROVE, WASHINGTON COUNTY / NOTE: , THE SUBSURFACE UTILITY QUALITY INFORIAATION IN THIS PLAN IS LEVEL D. m THIS UTILITY OUNLITY LEVEL WAS DETERMINED ACCORDING TO 1HE �� GLIIDELINES OF Cl/ASCE 36-02 ENTITLED "STANDHRD GUIDELINES FOR THE �� COLLECTION AN� DEPICTION OF EXISTING SU6SURFACE 11TILITY �ATN." THE CONTRACTOR SHALL CNLL THE GOPHER STATE ONE CALL SYSTEIA p7 Know what's b0I0W. 811 BEFORE COMMENCING EXCAVNTION. C�AII I72f0�2 y0U (Ilg. 5,J95 FEET 1.�22 MILES 9 TON J5 M.P.H. 30 1,456,000 6,595 6,755 7.1 R COLLECTOR 4 0 DFTE CDIINTY ENGINEER RECDMMENDED FOR APPROVAL: RECDMMENDED FOR APPROVAL: � DFTE DNTE DFTE COTTAGE GROVE, MINNESOTA /� 3 SEH wwwsen��om ,o_s,96 uno �ILE NO. ENGNEEa uNOEa *HE �nws o� �HE s.n�E or 118795 ��" G1 s � A � . oie b4,:1 :/ o �1V SAP 180-101-04 CITY PROJECT NO. 2012-001 SAP 180-101-04 80TH STREET S. TO 70TH STREET S. � ORFWN BY: �� DESIGNER: CES N CHECKED B ^�`cn.0 .r.�. STATEMENT OF ESTIMATED QUANTITIES S.A.P. NO. 180.101-004 HINTON AVENUE SOUTH TOTAL PARTICIPATING NON-PARTIqPATING EST EST EST ITEM NO. ITEM UNIT QUANTITY QUANTITY QUANTITY 2021501 MOBILIZATION LUMPSUM 1 0]9 021 2031501 FIELDOFFICETVPEQMODIFIED EACH 1 0]9 021 2102502 PAVEMENTMARKINGREMOVAL LINFT 300 30000 2104501 REMOVECONCRETECURB LINFT 1,]00 1,]00.00 2104503 REMOVEBITUMINOUSWALK S�VD 6,825 6,82500 2104505 REMOVECONCRETEPAVEMENT S�VD 200 200.00 2104509 REMOVECONCRETEBASE EACH 5 500 2104511 SAWINGWNCRETEPAVEMENT(FULLDEPTH) LINFT 100 10000 2104513 SAWINGBITPAVEMENT(FULLDEPTH) LINFT 600 60000 2104523 SALVAGE LUMINAIRE EACH 26 26.00 2104523 SALVAGELIGHTINGUNIT EACH 5 500 2104523 SALVAGESERVICECABINEf EACH 3 300 2104523 SALVAGE SGN TVPE C EACH 34 34.00 2104531 SALVAGESGNTVPESPEGAL EACH 1 100 2104601 REMOVECABLES LINFT 1,400 1,400.00 2105501 W MMON EXCAVATION (EV) (P) CU VD 465 465.00 2112501 SUBGRADEPREPARATION RDST 54 54.00 2123501 LABORER HOUR 12 12.00 2123610 TRACTORMOUNTEDBACKHOE HOUR 12 12.00 2123610 STREETSWEEPER(WITHPICKUPBROOM) HOUR 40 4000 2130501 WATER MGAL 150 15000 2211503 AGGREGATE BASE (CV) CLASSS (P) CU VD 225 225.00 2232501 MILL BITUMINOUSSURFACE (6S" DEPTH) (P) S� VD 25,425 25,425.00 2331603 JOINTADHESIVE LINFT 11,000 11,00000 235/S02 BITUMINOUSMATERIALFORTACKCOAT GAL 3,800 3,80000 2360501 TVPESP12SWEARINGWURSEMIXTURE(4,C) TON 3255 325500 2360501 TVPESP12SWEARINGWURSEMIXTURE(2,C)(TRAIL) TON 1,250 1,250.00 2360501 TVPESP12SNON-WEARINGCOURSEMIXTURE(4,C) TON ]325 ]32500 2504602 ADJUSTGATEVALVE&BOX EACH 6 600 2506522 ADJUSTFRAME&RINGCASTING EACH 18 18.00 2521501 6"CONCRETEWALK S�FT 4,600 4,60000 2521602 WNCRETEHVDRANTPAD EACH 3 300 2531501 WNCRETECURB&GUTTERDESIGNB618 LINFT 1,]00 1,]00.00 253150] 8"CONCRETEDRIVEWAVPAVEMENT S�VD 4]5 4]5.00 2531618 TRUNCATEDDOMES S�FT 480 480.00 2545511 LIGHTINGUNITTVPESPEGAL EACH 19 19.00 2545513 LUMINAIRETVPESPECIAL EACH 31 31.00 2545515 LIGHTBASEDESGNEMODIFIED EACH 24 24.00 2545523 11/2"NON-MEfALLICWNDUIT LINFT 4,6]5 4,6]5.00 2545523 21/2"NON-METALLICCONDUIT(DIRECTIONALBORE) LINFT 1,000 1,00000 2545523 2"NON-METALLICCONDUIT LINFT 6300 6,300.00 2545523 2"NON-METALLICCONDUIT(DIRECTIONALBORE) LINFT 800 80000 2545531 UNDERGROUNDWIRE1CONDN04 LINFT 11250 11,250.00 2545531 UNDERGROUNDWIRE1CONDN06 LINFT 14250 14,250.00 2545531 UNDERGROUNDWIRE1CONDN08 LINFT 1],425 1],425.00 2545531 UNDERGROUND WIRE 1 COND N012 LIN FT 2,650 2,650.00 2545541 SERVICECABINEf EACH 2 200 2545545 E�UIPMENTPAD EACH 2 200 2545553 HANDHOLE EACH 9 900 2545602 INSTALLLIGHTINGUNIT EACH S 500 � �E� �°�' �� , � COTTAGE GROVE, �sTn�Merrr oF EsnMn�� ounrnm�,s� F �� E No. �.� e e am E � PS HINTON AVENUE RECLAMAiION „e,ss oa,e aa�,��,3 ��, �� NO �,� qo9;3� SEH ~' MINNESOTA saP �eo-�rn-aa "Fll � ORFWN BY: �� DESIGNER: CES N CHECKED B ^�`cn.0 .r.�. STATEMENT OF ESTIMATED QUANTITIES S.A.P.N0.1 8 0.1 01-004 HINTONAVENUESOUTH TOTAL PARTIqPATING NON-PARTICIPATING EST EST EST ITEM NO. ITEM UNIT QUANTITY QUANTITY QUANTITY 2563601 TRAFFICWNTROL LUMPSUM 1 0]9 021 2564531 SIGNPANELSTVPEC S�FT 189 1892] 256453] INSTALLSIGNTVPEC EACH 11 1100 256453] INSTALLSIGNTVPESPECIAL EACH 1 1.00 2564550 DELINEATORTVPEX413 EACH 2 200 2565.602 ADJUSTHANDHOLE EACH 3 300 2565.602 PEDESTRIANPUSHBUTTONSTATION EACH 2 200 2565.616 REVISESGNALSVSTEM SVSTEM 1 1.00 2565.616 PEDESTRIANCROSSWALKFLASHERSVSTEM SVSTEM 1 1.00 25/3502 SILTFENCE,TVPEMACHINESLICED LINFT 500 50000 25]3530 STORM DRAIN INLET PROTECTION EACH 25 25.00 25]3540 FILTERLOGTVPESTRAWBIOROLL LINFT 500 50000 25/5.605 TURFESTABLISHMENT(HVDROSEEDING) ACRE 3 300 2582501 PAVr MSSG (LT ARROW) POLV PREF-GR IN EACH 4 4.00 2582501 PAVrMSSG(RTARROW)POLVPREF-GRIN EACH 2 200 2582501 PAVr MSSG (RT-THRU ARROW) POLV PREF-GR IN EACH 2 200 2582502 4"SOLIDLINEWHITEPOVPREF-GRIN LINFT ]50 ]5000 2582502 12"SDLIDLINEWHITEPOVPREF-GRIN LINFT 200 20000 2582502 24"SOLIDLINEWHITEPOLVPREF-GRIN LINFT 50 50.00 2582502 4"BROKENLINEWHITE-POLVPREF(GRIN) LF 1,]20 1,]2000 2582502 4"DOTTEDLINEWHITE-POLVPREF(GRIN) LF 136 136.00 2582502 4"DBSOLIDLINEVELLOWPOLVPREF-GRIN LINFT 4,825 4,82500 2582503 CROSSWALKMARKINGPOLVPREFORM-GRIN S�FT 828 82800 � �E� �°�' �� , � COTTAGE GROVE, �sTn�Merrr oF EsnMn�� ounrnm�,s� F �� E No. �.� e e am E � PS HINTON AVENUE RECLAMAiION „e,ss oa,e aa�,��,3 ��, �� NO �,� qo9;3� SEH ~' MINNESOTA saP �eo-�rn-aa "Fll CONTRACTDR SHHLL CDORDINATE SERVICE INTERRUPTION WITH THE CITY. COMPACTION OF GRADING ITEIAS, INCLUDING AGGREGATE BASE, SHALL BE ACCOMPLISHED BY THE "OLIALITY COMPACTION METHOD". BACKFILLING OF CUR6S WITH ON—SITE IAATERIAL IS INCIDENTAL TO CURB CONSTRUCTION. WHEN CDNNECTION TD EXISTING BITLIMINDUS PAVEMENT IS REqUIRED, THE EDGE OF EXISTING PAVEMENT SHALL BE SAWCUT TO A NEAT LINE. CONTRACTOR SHNLL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES AS SHOWN ON THESE PLANS AND SPECIFICATION, AN� WILL IIAPLEIAENT ANY NDDITIDNAL EROSION CDNTRDL IAEASURES NECESSARY, OR NS DIRECTED BY ENGINEER, IN ORDER TO PROTECT ADJACENT PROPERTIES. ALL DIMENSIONS SHALL BE TO FACE OF CURB UNLESS STATED OTHERWISE. TOP OF GRADING GRA�E TOP OF "GRADING GRADE" IS HEREBY DEFINED AS THE TOP OF THE GRANULAR MNTERINL OR THE BOTTOM OF THE AGGREGATE BASE. PROVIDE FOR N UNIFORIA BITUTAINOUS TACK COAT ON SNWCUTS NND BETWEEN HLL COURSES. THE TACK CDAT SHALL BE IN ACCDRDANCE WITH S�ITA6LE b1ATERIALS MN/DOT SPECIFICATIDN 2357 WITH THE FOLLOWING MODIFICATIONS: SUITABLE MATERIALS SHALL BE ALL GRANULAR SOILS ENCOUNTERED ON THE 1. THE TACK COAT SHALL CONSIST OF EIAULSIFIED ASPHALT (CSS-1 OR PROJECT FROM BDRROW, NOT DEFINED AS BEING UNSIIITABLE BY THE ENGINEER, CSS-1H) AND SHALL BE APPLIED TO THE IAILLED BITUTAINOUS EXCEPT THAT ONLY SELECT GRANULNR MATERIAL SHALL BE USED WHERE SPECIFIED SIJRFACE AND BETWEEN ALL NEWLY CONSTRIJCTED COURSES. AS SUCH IN THE PLANS. 2. THE TACK COAT 6ETWEEN 61Tl1MIN0US LIFTS SHALL 6E APPLIED AT A IJNIFORM RATE OF 0.05 GALLONS PER SqUARE YARD BETWEEN BITUTAINOUS LAYERS. THE APPLICATION RATES ARE BASED ON DILUTED TACK MNTERIAL. WNTER, GAS, ELECTRIC, TELEPHONE, SEWER, NND TV CABLE LINES SHOWN ON THE DRAWINGS AND CROSS—SECTIONS NRE PLOTTE� FROM THE 6EST INFORIAATION NVAILABLE AT THE TIIAE OF PLAN PREPARATION, BUT IAAY NOT REFLECT NCTUAL LOCATIONS OR ELEVNTIONS. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES BEFORE BEGINNING CONSTRIJCTION WHICH IAAY BE AFFECTED BY A UTILITY CONFLICT. THE CONTRACTOR SHALL GIVE 46 HOLIRS NDTICE TO THE OWNERS OF ALL KNOWN IJTILITIES BEFORE STARTING ANY OPERATIONS AFFECTING THOSE PROPERTIES, OR BEGINNING EXCAVATION IN THE VICINITY OF THOSE PROPERTIES, THE CONTRACTORS ATTENTION IS DIRECTED TO SECTIDN 1507 IN THE STANDARD SPECIFICATIONS. THE CONTRACTOR IS HEREBY REMINDED OF HIS RESPONSIBILITY LINDER STNTE LAW TO CDNTACT NLL UTILITIES THAT MAY HAVE FACILITIES IN THE AREN. CONTACT IAUST BE IAADE THROUGH GOPHER STATE ONE—CNLL. ALL USES OF THE WORD "INCIDENTAL" IN THESE CONSTRUCTION DDCLIMENTS SHALL BE CDNSTRUED T� MEAN INCIDENTAL W�RK F�R WHICH NO DIRECT COMPENSATION SHALL BE MADE. (P) DENOTES A PLNN QIJNNTITY ITEM THE FOLLOWING STANDARD PLATES APPROVED BY THE FEDERAL HIGHWAY ADIAINISTRATION SHNLL APPLY ON THIS PROJECT: STANDARD PLATES 7038A Detectable Worning Surfoce Truncotetl Domes 7100H Concrele Curb ontl Gulter (Design B k V) 7111J Instollotion of Cotch 6osin Costings (Concrete Curb & Gutter) 80001 StontlorE Borricodes P1.4YO1/.1:1��!4\I�:71:147 UNSUITNBLE IAATERIALS ARE ALL IAATERIALS DETERIAINED BY THE ENGINEER AS BEING UNSUITABLE FOR GRANULNR BORROW OR STRUCTURAL BACKFILL FOR ROADWAY C�NSTRUCTION. PROVIDE FOR THE REMOVAL NND DISPOSAL, OUTSIDE THE CONSTRUCTION ZONE, OF ANY INPLACE SURFACING OR OTHER STRUCIIJRES IHAT WDULD INTERFERE WITH CONSTRUCTION. ALL SUCH IAATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACT�R AND SHALL EITHER BE RECYCLED TO THE EXTENT ALLOWED OR DISPOSED OF OUTSIDE THE RIGHT OF WAY IN ACCORDANCE WITH SPECIFICATION 2104.3C. PROVIDE FOR SAW CUTTING AS DEEMED NECESSARY 6Y THE DESIGNER. ALL EXCAVATED MNTERINL SHALL BE USED ONSITE FOR BORROW ITEIAS IF IAEETS GRNDATION REQIJIREMENTS UNLE55 DIRECTED OTHERWISE BY THIS PLNN OR AS DIRECTED BY THE ENGINEER. TEST ROLLING WILL 6E REqUIRED ON THIS PRDJECT. PLACE A MINIMLIM DF O.JJ FEET OF TOPSOIL DN ALL ARENS SCHEDLILED FOR TURF RESTORATION OR SOD INSTNLLNTION. FERTILIZE ALL NREAS SCHEDULED FOR TURF RESTORATION. BASIS OF ESTIMATED QUANTITIES 2360.501 SPWEB440B 113p/S0. YD./IN. 2360.501 SPWEB240B 113p/50. YD./IN. 2360.502 SWNW643�B 113N/Sq. YD./IN. _ 2357.502 BITUMINOUS MATERIAL FOR TACK COAT .DS GAL./S0. YD. 2575.532 COMMERCINL FERTILIZER ANAL 22-0-10 150//ACRE 2575.502 SEED MIXTURE 260 100�/ACRE � DRFWN BY: ��B � DESIGNER: CES < CHECKED BY: CES v� ncci�.0 rrnu N0. BY DPTE REVISIONS �' <� J �, COTTAGE GROVE, co�ucnoN nio�s F �� E No. �" � � �� 5 HINTON AVENUE RECLAMAiION na�ss C � � � MINNESOTA oo�e. 04/1�/13 � ��. No. n 409t3 JEH www"sen��om SAP �'�� `i{J STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NPDES General StortnwaterPertn�it for constmction nctiv��ry No. mN R�0000� Apn13,2013 P�oiaoe�. conaea N��eo� n�a��a s. Radamae�o� P�oiaoe Cottage Gmve, MN SEH No.COTTG118]95 owner. ciry ofconage crove asss wasePO��e oo�gias Road so�m Cottage Gmve, MN 55016 Contact�. Jenn�ifar Lev�itt, City Engineer SWPPP SUMMARV/OVERVIEW Th�is Stortn WaterP011ution Prevention Plan (SWPPP) has been developed bythe Cityto address the requ�irements of NPDES Pertn�itMN R100001, Part III, s�evart n. rn��s svwPP ��a�das a oome��ae�o� or�aRaeroa a�d anaonad ee��a(�) a�d via� �naaes mae dasonea ma eamvo�arya�d va�a�a�ea�d no� water management plan forthe project. The numbered sections below correspond to the same sections of the NPDES Pertn�it. PaR III A. Stortn WaterP011ution Prevention Plan NaNre of construction activ�ity: rnav�oiaoew��u�o�s�seorm��m�ee�mm��o�ss�rta�,e�d��a a�de�mm��o�se�ao. soo d��smro��g aoe��eas: c�ad��e, e�e�m��o�s e�a�i, a�d v�va�e�o� ro��asm�ae�o�. 1. Person knowledgeable �in erosion prevention and sed�iment control and who will oversee �implementation ofthe SWPPP�. City Eng�ineer, JenniferLevitt Responsible forlongtertn operation and ma�intenance�. City Eng�ineer, JenniferLevitt 2. Narrative desaib�ing tim�ing of �installation of BMPS �in Parts III, IV, Append�ixA�. The design stortn that erosion and sediment control (ESC) BMPS are designed to handle �is the 2-year, 24-hourstortn event (2.8 �inch event). Largerstortn ents may not be effectively handled by ESC BMPS. However, the ownerand contractorw�ill respond to the cond�itions presented atthe construction site the bestthey can and respond �in a timely mannerto ESC problems as they occur. The contractor �is responsible to maintain and repa�irthe ESC BMPS. No construction w�ill beg�in pnorto the appmval ofthe emsion control plan by the City. Erosion prevention and sed�iment control BMPSShall be �installed as soon as possible follow�ing �installation orconstruction ofthe applicable portion ofthe project. nreaswnere consemceion aaiv�ry eemporzniyseops rormore enan �a days wiu ee seaeu��zed wien a eemporary seed and muim �orw�m��n � days rorsiopes steeperthan 3�.1). Once conshuction �is completed �in an area, thatarea will be stab�il�ized with seed and mulch. 3. SWPPP Requ�irements�. a. Erosion Prevention and Sed�iment Contml BMPs Temporzry %z Inlet pmtection w�ill be �installed as shown on the Streetand Erosion Control Details. �Y z Silt fence or other BM Ps w�ill be �installed as needed to protect Waters of the State and prevent sedim ent transport. Pertnanent D�isturbed portions ofthe site w�ill be sodded and seeded. D�isturbed portions ofthe site where conshuction activ�ity has been pertnanently stopped shall be seabiozed wien seed wim��n �a days orme iase consnuceion aceiv�ry. b. sea mav w�en a;:�se�e a�d e�ai e�adas a�d d��aea a�aas, sou eyvas a�d ��mvaNm�ss�rtaoas�. saa ma �adamaeo� a�d e�ao a�d van� via�s ro�ma a;ase�e a�d e�ai e�das orma v�oiaa, a�d io�eo�s or�mvaN��o�ss�rtaoas. According to the Wash�ington County So�il Survey, the so�ils on consist mostly of Hydmlogic Group A and B so�ils. o. �o�eo�s ora�aas �oeeo ba d��smroad�. Nn d. Locationswhere conshuction will be phased to m�in�im�ized exposed so�il areas�. NA — a. s�rtaoa waea� a�d wana�dsw��m�� m��ia maew��u �a��a seo� waea�: See attached Figure 3. f Methods forfinal stab�il�ization of exposed so�ils: D�isturbed portions ofthe site w�ill be sodded and seeded. D�isturbed portions ofthe site where conshuction activ�ity has been pertnanently stopped shall be = seaeiozed wim seed wim��n �a days orme iase consnuceion aceiv�ry. 4. Amendments to the SWPPP�. rna svwPP w��u ea ama�dad as �aadad a�dro�as �aaw�ad ey v�o��s�o�s orma Pa��e. 5. M�itigation measures required from prev�ious reviews (EAW, EIS, local, etc)�. NA 6. Karstand dnnking watersupply management area measures�. Part III.C. Temporary Sed�iment Basins wna�a ea� ao�s ord��s�,road soo d�a�� m a�ommo� io�eo�, a eamvo�rysad��marneas�� s �aaw�ad. rna p�o�aoew�u �oe ea d��s�,ro��g mo�a ma� ea� ao�as orso��i mae d�a�� m a oommo� io�e�o�, a�d ena�aro�a a eampo�ary sad��ma�e eas�� w��u �oeea oo�se�,oead. PartIII.C.PertnanentStortn WaterManagementSystem wna�a ma v�oiaoe nas �viaoad �aeaeaeo� a�dro� oma� vaN��o�s s�rta�s w�m o�a o� m o�a ao�as or am wae�a ��mvaNm�s s�rtaoa, a waea� a�auey a or% ��on or�,�onr�om ma �aw ��mvaN��o�ss�rtaoas o�aaead ey ma v�iaa m�se ea e�aaead ey o�a orma mamods o�n��ad �� Part w.c � through Part III.CS (Wet Sed�imentation Basin, Infiltrztion/F�iltration, Reg�ional Ponds, Comb�ination ofPractices, Altemative Method) pnorto the runoff iaa��e ena s�ea o�a�ean�e s�rtaoa waea�. Formose areas wnere enere ��s no pracecaeie way eo meee ene ereaemene requ��remene rorene waeer quar�ry vowme, oenerereaemenesucn as grassed a�vo�ds o�ene mamea� ��s �a��d vno�eo d��sona�ea m s�rta� waea�. n amwae��a ma;:�m�m oren�a ao�as o�� i orv�oiaoes��a wmona�a�� ia�ea�may ea e�aaead �� m��s ma��a�. The streets have an existing stortn sewersystem thatw�ill rema�in �in place. The new �imperviousarea �is new bitum�inous trails spread outthmugh seo� van�s �� ma a�aa. rna sous �� ma van�a�aasa�a sa�dy, a�d ma e�mm��o�s e�aos woi d��sona�ea ro masa ��dy, ova� a�aas. rn�s woi v�o��da waea�o-aaema�e ro�ena e�e�m��o�s a�as. Part IV. Construction Activity Requirements A. Stortn WaterP011ution Prevention Plan The SWPPP and BMPS �identified will be �installed and �implemented �in an appmpnate and functional manner. e. e�os�o� P��arn�o� P�aoeoas See Part IIIA 3 a forerosion prevention and sed�iment contml BMPS. C. Sed�iment Control Practices See Part IIIA 3 a forerosion prevention and sed�iment contml BMPS. D. Dewatenng and Basin Dra�ining NA E. Inspections and Maintenance The construction site w�ill be observed once every ] days dunng active construction and w�ithin 24 hoursaftera rainfall eventgreaterthan OS �inches �in 24 hours When sediment �is observed up to approximately onefh�ird of the height of silt fence, sed�iment w�ill be removed. Silt fence will be repaired, replaced, or supplemented �if �it becomes nonfunctional. Temporary sed�imentation basins mustbe dra�ined and the sed�iment removed when the depth ofsediment collected �in the basin reaches approximately % the storzge volum e. Th�is w�ill be done w�ithin ]2 hours of d�iscovery, or as soon as field cond�itions allow access. Asummary maintenance/construction observation report will be recorded aftereach site v�isiVObservation. Temporary and pertnanentseed�ing w�ill be observed forgrowth and washouts. Inspection and ma�intenance requirementsshall be completed as outl�ined �in the NPDES Phase II Conshuction Pertn�it. F. Pollution Prevention Management Measures The d�isposal and/orstorage of hazardous waste and matenals w�ill comply w�ith MPCA regulations. c. F�inai seabu�izaeion See Part IIIA 3 a. for pertnanent erosion and sed�iment control. The pertn�ittee w�ill subm�ita Notice of Tertn�ination (NOT) w�ithin 30 days after final stab�il�ization �is complete. Append�ixA. n. ca�a�ai Raa��ama�es All requ�irem ents �in th�is Append�ix are �in add�ition to BMPS already specified. The prov�isions �in th�is Appendix take precedence. B. Requ�irem ents for Discharge to Speaal Water NA C. Additional BMPS for Special Waters NA D. Requ�irem ents for Discharg�ing to Wetlands Nn E. Discharges Requ�inng Env�imnmental Review NA F. Discharges Affacting Endangered orThreatened Speaes NA G. D�ischarges Affecting H�istonc Places orArcheolog�ical Sites NA NA ]. D�ischarges to waters w�ith an APPROVED TMDL�. NA � oenwu er: �� ;E ��o„;� STORAAWATER POLLUTION � DESIGNER: CES ,t^ .�'+ �"` J COTTAGE GROVE PREVENiION PLAN (SWPPP) FILE N0. C1 < CHECKED BY: CES �^�� a e e om [ C�J P �a s MINNESOTA HINiYJN AVENUE RECLAMAiION »B]95 �(� v, nrein.0 ie.0 M0. BY DFTE REVISIDNS oa�e. a �,� N n 40913 �Ln �"""" " s/�P �Q �" ,/s � 13 0�3, 1 _ I�,°��e ,° � �°,�°e,e 2 . . �� MnD01 B618 i/e', � /4^roren� '/z`� . � " �i4 `° Sl1RM0UNTABLE D-4� 2 i i c�ro �/2', fi '��' \� ' ti� , �r. v ,� ^ SURMOUNTABLE D-428 � /z' � 6" SHOE FORMED BITUMINOUS CURB MERGAL W/ MAT STANDARD DETAILS CURB AND GUi1ER � COT7AGE GROVE, MINNESO7A � �37 o�d grate. snou �e ned win �� o �me� �d 3" dio. iront face nd ' ma.fmum opening. M1 Den�sily PolyelM1 nene �PE) d�ustment r' gs. oi 2, m x o�f 12 w'th a . 3/8 ortar etween top and r 9t rng. wo�n rier � c tnen nau ne wraooed �a e�rre system a =�rned. nah R1642B manhole irame �d c SM1all be furn'isM1ed th 2 c ealed plck holes and amped�"SANITARY SEWER" or iORM SEWER'. H'�qn DensRy PoiyeUNene (HDPE) adluslmenl rings. bon. of 2". ma.� of 12". ded �o tM1e structure, cas�ing each ther by ro d ealant. Woven filter fabric lM1en shall be ped a und lM1e enllre e e 'itied. syst m as sp � ✓ �.... .., ".�� .�..��. _ � I ATCU BASIN M�AN�HoLE AoJUS1MENi l��.dlme Gwa I� (� COTiAGE GROVE, MINNESOIA � STR-1�1 � ORFWN BY: �� DESIGNER: CES < CHECKED BY: CES N nccn.. .r.0 N0. BY DPTE � � � i e e oae �� es e co �. �m � c�ue� ISOMETRIC ea�n�°ya a,� w� �w o e s � ie, ime s oae r,ame � ca �n Ma aena.� SECTION A � 1 STANDARD DETAILS 1 l COe B618 CURB & GU11ER I� CONSTRUCTION A1 CA1CH BtSIN � COTTAGE GROVE, MINNESOTA � S7R"q� EuMma�E �avERS oN � 3/a' P e, rooi (see��o�e r�o�ioa�)iasees 9a�i�eare �E (ro re/w ore encu or s/w wNicNEVEre is crecarcre (sEE vuN7 E caaoc SE(,'TI�N H e Aa� s eose ��aemai to oo�o� A e o o s�a� �o� � (iw7 � P SAN STANDARD DETAILS CONCREiE DRIVEWAY APRON ��€�S� COMMERCIAL CO77AGE GROVE, MINNESO7A � �s7Re7 �P 4 O � � z Q � � H ~ CONCRETE SIDEWALK SECTION ox caus Eo � MANHOLE CPSTING �P Q �P �p z ASSURE A wArEmicur SEPL � H � [ n � �oirrt z Q ^ 2—NH RE � Nm oF H � iNC rt[ (�vwaso�oe) FoR 88�8 CuRB eio uNir paic[ � ioor. ca�swEO � eas[ �acssion or rreu�sirion is vrwwe�E BIiUMINOUS PAIHWAV SECTION e� � STANDARD DETAILS MANHOLE GS11NG IN B618 CURB AND GUTTER COTTAGE GROVE, MINNESOTA STANDARD DETAILS aa mNCaele sioewa�K a�o ��eGw.e B PAiHWAY COIIAGE GROVE, MINNESOIA 1 STR�� 9 ' STANDARD DETAILS CONCRETE VALLEV GU11ER RESIDENTIpL UNIi COTTAGE GROVE, MINNESOTA I I 1 4J V lP .00iea co�t.oct�o� �o��t s' � I I — 2 � � I L �I s' STANDARD DETAILS coNCRE1E NroanNl ano oE1a� COTTAGE GROVE, MINNESOTA � � � COTTAGE GROVE, CO��TON o�rai�s F ,� E No. � E �� A � °"P` � PS HINTON AVENUE RECLAMAiION „e,ss C r F � 200aR � MINNESOTA oa�e. 04/1�/13 ..., �� No. t mo 40913 +L� www. . SAP �'��} "Fll SECTION A THRU CONCRE7E GUTTER maECnoN a � _.� M s��E,�PE'� s, 3886C1 (MA H�N��SLIC�E�). iH (PLUS 6' FLAP) �PO51 EMBEDMENI NE SLICED ME1 0� H1HI5 OE1Ny) IS 1HE S1AN�ARO SL1 INS1N1AilON M — � (EFo-iBJ OF ONLY BE�USE APPFOVE� OF �IFECIE� BV iHE �y�Y. LD STANDARD DETAILS / �. SL7 FENCE "f- �Ig�L MACHINE SLICED COTTAGE GROVE, MINNESOTA � ERO��p � ORFWN BY: �� DESIGNER: CES N CHECKED B ^�`cn.0 .r.�. E>�= �� Ra E �RB �a x �E��, �� // ��_„_ /� *HEpoRRB AssENBLV � � � \ � ` niGrtFLOw FpBRic ow voirv� �I CANCH � \�fi 'v O ��TTA�E �Ra�E, M�NNES�TA ) ERO- � � � \ �i � PdNT � �P'0 B PLRSTIC OR �2., x u STPKES RT I'�0" SPPCING DRIVE TIROIIW NETTING PN� i1BER ROLL. O i PN PdN1�6��T0 fLOWS DVER THE DIXE RNO NOi PRWNO THE ENOS. %_ I BppOLL qfCM CFECK � PdNT � \��Y R� IN4T N TPKE INSET N STPKES 1 SPPCING STNNES SHPLL 9E ORIVEN i aona�"e encK n ciE oi eioza� 95 DEGREES N11H�THE�iOP Of fLCW NOIES THE�FOLLO�ING FOPALLpE[�t SnWLD 9E DETERU1xED FROA1 SPNCINC = DITCH CHECK HEICHI IfT) (FT) { CHRNNEL ADPE POINT "G" LRBE�EU ON DEln1�5 Snn�� BE n . OF 6" HIGHEp TH�GN POlxl "B" EO ExS11RE THGT YGIER FLUIS�OVER THE �IRE NP N T RRd1N� THE uDS. CnECS OF�E55 1HRN CPES OF iHRT TEN SLOPE. p IF IN SERIES. THE TOP OF inE DOIINSiREGN UGM OP DIRE SHOU�� RL]GN IIITH THE 9DTTW OF TnE IIPSTRERN. /� BppOLL STAKNG N15 �' �E� �� ` �� , � COTTAGE GROVE, � co�ucnoN o�rai�s � F �� E No. � � HINTON AVENUE RECLAMAiION „e,ss oa,e aa�,��,3 ��, �� NO �,� qo9;3� SEH ~� MINNESOTA saP �eo-irn-aa �- � oanwni ev: n�e � Df51GNfR: CES N CHECNED B ^: T` I A Y � I �sz.oz I 5 B.3% � <:°. e°.: � FLAPE e : fLARE eece av cuae FLOW LINE 2 1 OS 4 1 2 FRONT OF GIITTER A PERPENDICULAR MAX.2.OX LANOING � 4'%9'MINIMIIM 58.9% OPTIONAL V CIlflB� I OF CRAOINC (g� Q �I� O O 0 � � Q B � sz.oz sz.oe 1 O�O Q6 SB r 4 SB. O 4'X4'MINIMIIM 1 1 o- z � o< < z B PARALLEL A � sa sz.ozf �}sz.ox sOr. � FL�E °` °° FL�AHE z , o, � z A TIERE� PERPENDICl1LAR �� 'D.. � ��' ' �� O 0 1 • � f� n�ax. z.oi LAN�ING � 4'%4' MININIIAI 5 B.3I 1 O OPTIONAL V LUP9 OR GFA�MG O � s��.OY. MR%.2.0[ LANDING 5 2.OR � °°° � 58�3R Q a O °.�°.�°•�S O I :..a:eee e:°°✓// DEPRESSE� CORNER NOTES: SEE STANOARO PLATE iO3B ANO SNEET 9 OF 5 FOfl DETAILS ON OETECTABLE WARNINC. SLOPES AHE �EFINED AS ABSOLIITE ELEVATION �IFFEFENCE PER LENGTH OF flIIN. [AS OPPOSE� TO A PELATNE SLOPE WITH PESPECT i0 A 0.1FB LWE OR CIlFO HEIGHT.I LAN�INGS SHALL BE LOCATE� ANYWHERE THE PEOESTRIAN ACCE55 FOIIiE CHANGES �IRECTION�RNO AT THE TOP �F RAMPS THAT HAVE FIINNINC SLOPES CFEATER THAN SL. INITIAL CIIPB FANP LAN�INGS SHALL BE CONSTFIICTF➢ WITHIN 15'FROM THE 9ACN OF LIIRB,WITH 6'FFOM iHE BACK OF LIIRB BEING THE PREFEME� OISTANLE SECONDARY CIIPB RANP LAN�IIlGS ARE FEDIIIRED GOF EVEFY 30" OF VERi1CAL RISE WHEN THE LONGIiIl01NAL SLOPE IS 5% OR GREATER COrvTPACiIOrv JOINTS SxnLL BE CONSTRUCTED AT ALL CPaDE BFEAKS. TDP OF CLIVB SHRLL MATCH PFOPOSEU AOJALENT W0.LY. GRADE IlSE 6" CONCRETE FOR 0.LL INITGL RAMP ANO LANOINC ARE45. CONTFACiOP SHALL EMPLOY APPROPRIRTE METH0�5 FOF INTEIVAIE�IATE CFADE CONTFOL TO ENSIIRE ALL GFAOE BPEAKS AFE CONSiRIICTE� PFOPERLY. RLL CRA�E BREANS SHALL BE PEFPENOICIILAP TO THE OIRECTION OG iFAVEL/PFLESTRIAN ALLE55 P�IITE. 9'MINIMIIM WI�TH OF �ETECTA9LE WAFNMG IS FEOlI1FE� FOR ALL RANPS.SHARFD IlSE PATHS SHALL HAVE OETECTABLE WAIiNAIG ACRO55 THE ENTIRE WIDTH OF PATH WHEN THE PATH CHOSSES A ROAO. g o„ ��Aa �E,��,. z ruu cune uE�cxr. Q3 LE55 THdN 5I PHEFEPPE0.5-0.3Y. SHOIILO ONLY 0E I15E0 dFTElV GLL OTHEF SLOPES HAVE BEEN CONSI�EFED AN� DEEYE� INPFACTICAL. Q 1/2' PREfOPMEO JOPlT FILLEF MATERIAL AASHTO N 213.JDINT fILLEA SHALL BE PLACE� fLIlSH WITH THE BACN Of CIIFB RN� AOJACENT SIDEWALI(.JOINi SHALL BE FREE OF OEBRIS. RECTANGULAR DETECTABLE WAPNINGS SHALL BE SET B�CI( 3" fROM THE BACIf Of NRB. RADGL DETECiABLE WAflNINGS SHRLL BE SET BACK 3"-6" FflOM T4E BACK OF CIlRO. SQ SEE PE�ESTPIAN AttE55 RDUiE CIIFB RN� GIITiEfl �ETAR FOP INFOPMATION DN CONSTRIICTINC CIIRB AN� GUTTER AT CIIRB OPENINGS SEE SHEET N0.9 OF 5. Q6 9'BV 9'MIN.LANDINC NITH AIAX.2Y. SLOPE IN RLL DIPECTIONS. Q IF IiIINNING SLOPE IS LE55 THAN 5.0[ ND SECONUARY LANOING IS flE0111RE�. QB V CURB,IF USE�,SHALL 9E PLPCEO OUTSIDE THE SIOEWALK L➢AITS WI£N RIGHT OF WAY ALLOWS.SEE SHEET 5 OF 5. 9Q �ETECTABLE WAHNINGS MAY BE PAHT OF 4'% 9'LANOING AREA IF R IS NOT fEASIBLE TO CONSTRIICT THE LANOING OIli51�E OF THE OEiECTABLE WAPNMG AREA. � SEE SHEET 9 OG S.TYPICAL SIOE TflEPTMENT OPTIONS.fOP DETAILS ON FLAFES RND RETURNED Cl1RB5. Il SEE SHEET 3 OF 5 fOF FIIRTHER �ETAIL. � DIAGONAL PRYPS SHOUL� ONLY BE_USEO AFTER ALL OTHER LIIFB PAMP TYPES HAVE BEEN CUFB OR CURB OR N5B AND GIITTEP 9 0 MM CUPB AN� GIITTER � �AR q'0' MIN v, 9 � qEOUIRE� LANOINC - 1/4 R HE�UIRE� UN�ING L�q q . I" - '� ..�°�•° OA2Fi./FT.NAX.06 , CONCRETE O.OB3 FT./FT. CONIXiETE , q WALk OR FLATTER � NALK O.D2 FT./FT.MA%.QQ SECTION A—A SECTION B—B PERPENUICULAR/TIERED/DIACONAVFqN PARALLEL/DEPFESSEO CORNFJi � PEDESTRIAN CURB RAMP DETAILS o �� MRY ]0. 2012 STATE PROJ.NO. (TH ) SHEET N0. OF SHEETS MAY 10, 2012 5-297.250 (1 OF 5) �, �°�' �� ,� , � COTTAGE GROVE, � sTaN�aA� �Erni�s � F �� E No �,�,r e e am E ; HINTON AVENUE RECLAMATION �� SEH W� MINNE aOTA SA� 180-1o1-oa oa�e 04/ / 3... �� No n 40913 46 0 5 B.3{ Q �� OPiIONAL V-CIlRBQB 52.0% OF GRA�MG 5'MA% O � �� ' O 11 ��eo O O I� 52.0:( 58�'O � O o�°.�°.� O i 10 O NON-WALKABLE SIIRFACE j� >: 8: 88:: S ��S. OO q O F � E 1 5' MA% 2 A�JACENT TO NON-WALKABLE Sl1RFACE 0 56.I( OT y I O I OPTIONRL V-NflB QB J� ; 5 2.0% OP GRA�ING 2' NA% " �_ 1 1 O ll oo:: �� 1 I52.0:1 S O Qfi � 1 T O e°•:°•°• Q � y 3 � p^ �88°.�^=^C.°�:: WALKABLE SIIRFACE � BACK OF LIIRB � O 5 ••�••• ILAPE LOW LINE y" O q O 1 FRONT OF GUTTER ��MAX 2 A�JACENT TO WALKABLE Sl1RFACE COMBINED DIRECTIONAL OPTIDNAL V CURB. CFA�MG OR FLARE � NON-WALI(A9LE SLPiFACE 5'MA% OO i SB o Ql WALI( OO I :: � I O �� m � ____ �� .. M ________________ ' 4 � IF NON-LONCRETE BLVO.IS LONSTRULTEO ANU IS LESS THAN 2'IN WI�TH Ai TOP Of CIlRB TPANSISTION,PAVE CONCRETE FAta� WIOTH TO _ A�JRLENT BA[N OG CIlFO. � oanwni ev: n�e � Df51GNfR: CES N CHECNED B ^: T` � ONE-WAY DIRECTIONAL RAMP CRA�E BFGK MA%.2.0% SLOPE }��• ve IN ALL �IPECTIONS 0 � •. Q � a,a NON-WALI(ABLE OR WALNABLE SURFACE 000 000eso � � O BACN OF CIIPB O FLOW LINE � FFONi Of GIITTEP 2AX MA� 8.]X MAX.SLOPE RAMP s CONCRETE NALN 9 2.OL-]AX qRTEP SLOPE SECTION C-C Cl1RB FOR DIRECTIONAL RAMPS � NOTES: SEE STAMRR� PLAiE 1�38 ANO SHEET 9 OF 5 FOH OETAILS ON �ETECTA6LE NARNING. SLOPES ARE �EfINEO AS ABSOLIITE ELEVRiION �IfFERENCE FEIV LENGTH OF RIIN. IAS OPPOSEO TO A FELATIVE SLOPE WITH FESPECT TO A CIIFB LINE OR CIIPB HEIGHT.f LANDINGS SHRLL BE LOCRTE� ANYWHERE THE PEDESTflIAN ACCE55 ROIITE CHANGES OIRECTION,ANO AT THE TOP OF PRMPS iHAT HAVf FIINNMG SLOPES GRfATfP THAN 5[. IMTIRL CIlP6 RAMP L0.NOIIVGS SHALL 9E CONSTRUCTEO WRHIN l5'FPOM THE BACF OF CIIRB,WITH 6'FFOIA THE BACI( OF CIIRB BEINC THE PFEFERFEO �ISTANCE. SECONOAPY CIIRB PAMP LAN�INGS ARE REqlIflEO FOR EVERY 30" OF VERTICAL FISE WHEN THE LONCITllOAIAL SLOPE IS 5l OR CREATER. CONTRACTIOU JOINTS SHpLL BE CDNSTflI1CTEp AT qLL CPAOE BPEAKS. TOP OF LIIPB SHALL MATCH PRDPOSEU A�JACENT W�LK GRROE IlSE 6" CONCREiE WRLK FOfl ALL INIiIAL RAAIP AND LRNUINC AREAS. CONTRRCTOR SHNLL EMPLOY APPROPflIRTE METHODS FOfl INTEflMEDIPiE GRRDE CONTROL i0 ENSIIPE ALL GRA�E BFERNS ARE CONSTPIlCiEO PROPEPLY. ALL CRADE BREAKS SHRLL BE PEFPENOICIILAR TO THE �IFECiION OF TRAVEL/PE�ESiFIAN ACCESS ROIITE. 9'MINIMUM WIDTH Of �ETECTABLE WAHNING IS NEOIIIFm FDR ALL FAMPS. SHARE� USE PATHS SH0.LL HAVE DETELTABLE WAPNING RCRD55 THE ENTIRE WIDTH Of PATH WHEN THE PATH CFOSSES R ROAO. Q 0" LUFB HEIGHT. Q2 NLL CIIRB HEIGHT. Q3 3" MINIMIIM CIIPB HEIGHT. O4 1/2" PREFORMEO JOINT FRLEP MATERIAL AASHTO M 213.JOINT FILLER SHALL 9E PLACE� FLIlSH WITH THE BACR OF LIIRB ANO A�JALENT SIOEWALI(.JOINi SHALL BE FREE Of �EBRIS. RECTANGIILAR OETECTABLE WdFNINGS SHdLL BE SET BdCK 3" FPOM THE BACK OF Cl1FB. RADIAL OETECTABLE WARNMCS SHALL 0E SET BACN 3"E" fROM THE BACK OF CIlF9. Q5 SEE PEDESTPIRN ACCESS FOIITE CIIRB AN� Cl1TTER DEiA1L FOP lliFORNRTION ON CONSTRIICTINC CIIRB AN� GIITTffV Ai CIIRB OPfNINGS.SEE SHEET N0.3 OF 5. Q6 4'6Y 4'MIN.LNNOING WITH MR%.ZY. SLOPE IN NLL �IRECTIONS. g IF RAMP SLOPE IS LE55 THAN SR NO SELONOAPT LAN�ING IS REWIRED. B V LIIRB,IF I15E0,SHALL 0E PLALF➢ OIlTSI�E THE SmEWRLN LIMITS WHEN RIGHT OF WRY ALLOWS. 09 RUMIING SLOPE LE55 THAN OR E�II�L TO 8.]Y. & CFO55 SLOPE LE55 THAN OR E�IIAL TO 2I. � SEE SHEET 4 OF S,TYPICAL SIDE iRERTMENT OPTIONS,FOR OETAILS ON FLAFES AN� flET11RNE� CIlRBS. Q MAX.2S SLOPE IN ALL �IRECTIONS IN FPOM �F GFADE BREAN AN� �RAIN TO FLOW LINE.SHALL BE CONSTRUCTE� 1NTEGRAL WITH CIIRB ANO Gl1TTEF. � TO 9E IISED FOR ALL OIIiECTI0N0.L RAMPS. � �OMES PLACE� AT THE BALI( OF CIlP9 NHEN ALLOWA9LE SETBACI( CRITERIA IS E%CEE�m. � ANY VEPi1CAL LIP THAT OCNRS AT THE FLOW LINE MAY NOT BE CREATER THAN V4 INCH. o 2�7a M s�oi2 or 5� pEDESTRIAN CURB RAMP DETAILS MRY ]0. 2012 STATE PROJ.NO. (TH ) SHEET N0. OF SHEETS MAY 10, 2012 5-297.250 (2 OF 5) �, �°�' �� ,� , � COTTAGE GROVE, � sTaN�aA� �Erni�s � F �� E No �,�,r e e am E ; HINTON AVENUE RECLAMATION �� SEH W� MINNE aOTA SA� 180-1o1-oa oa�e 04/ / 3... �� No n 40913 46 INSET A FRONT OF GIITTER BACI( OF CUflB/ Q3 FLOW LINE EUGE OF WALK � O •� 5% MqX. �. V2" R.fiYP.l � � I 24" � 0-12" � PERPENDICULAR OO PE�ESTRIAN ACCE55 RDUTE CURB & GUTTER DETAIL SRWCUT BR. PRVENENT E%ISTING 01T. OO & OO PdVEMENT REYOVE 9 FEPLdCE ��2�� q �Typ� BIT.PAVEMENT I 24� I sawwl CONCPETE PAVEMENT EXISTING CONCHETE PAYEIAENT j t/2" P.ITYP.1 4 < I iz I 9 I PAVEMENT TREATMENT OPTIONS IN FRONT OF CL1RB & GLITTER FOR I15E ON CI1RB RAMP RETROFITS 1/9"MIN.iO V2" MA%. INSET A NOTES: ADEWATE �RAINACE SHALL BE MAINTAINE� THROUCHOIIT THE PE�ESTRIAN ACCE55 FOIIiE IPARIAT R 2X A950LUTE MA%IMIIM. NO PON�➢iG SHALL BE PFESENT IN THE PAF. ANY VfPTICAL LIP iHRi OCCIlRS Ai THE FLOW LINE MAT NOi Bf GIiERiER THAN 1/4 INCH. QI FDfl USE AT CUPB CUTS WIERE TxE PEDESTRIPN'S PATx OF TRAVEL IS RSSUMF➢ NON PFAPEN�ICULAR TO THE CUTTEH FLON L1NE.NAUP TTPES INCLIIDE:FAN5.0EPPE55ED CORNEAS,& ONE MAY PNO COMBAVE� OWECTIONALS. 2Q FDP USE AT CUPB LUTS WI£RE THE PEDESTPIRN'S PATH OF TRAVEL IS RSSUMF➢ PEAPEN�ICULAR TO THE GUTTEP FLON L1NE.NAMP TYPES INCLII�E:PERPEN�ICULAR. TIEPEO PERPENOICULAP,PRFALLEL, AN� DGGONRL FAMPS. 3Q THERE SHALL BE NO VERTILAL �ISCONTMUITIES CFEATER THAN 1/4". 4O ORILL ANO GROIIT N0.13 EPO%Y-COATEO 18" LONG BAFS AT 2'CENTER TO CENTER INTO EXISi1NG LONCRETE PAVEMENT. 5O ELEVAiION CHANGE TANES PLALE FROM iHE ENISTING i0 NEW FRONT OF GIITTER. PAiLH IS USED TO MATLH THE NEW GIITTER FRCE INTO THE E%ISTING ROA�WAY. 6Q VARIABLE WI�TH FOR �IIIECTIONAL Cl1FB APPLICATIONS. PEDESTRIAN CURB RAMP DETAILS MRY ]0. 2012 � STATE PROJ.NO. (TH ) SHEET N0. OF SHEETS � oanwni ev: n�e � DESIONER� CES N CHECNED B ^: T` INSET A FPONT OF Gl1TTER fLOW LAlE BRCM OF CIlR9/ O O EDGE O WALK 3 2 _ j . 7 „ / V2" R.ITYP.1 I e 24" yI .. e e-12' . . I I � � NON PERPENDICULAR OO AIILL VERTICAL FDGE O a O EXISTINC BR. 2" OIiUMIN0U5 PIVEIAENT MILL & PATCH 1/2" F.ITYP.I I Zp�� I SANNT BIi. VAPIABLE �EPTH FAVEMENT CONCFETE BRSE EXISTML BIT. PAVEAIENT 2" 6IT.PATCH O � O 1/2" R.RYP.I I ?q�� I MAY 10, 2012 � � � °� � � COTTAGE GROVE, oa�e � i i 3 �� a �� Qo9;3 SEH � MINNE aOTA 5-297.250 (3 OF 5) STANUARU UEfAILS I Fi�E No. HINTON AVENUE RECLAMATION �� SAP �8�—��'�4 46 i �nHOmc � WALKABLE RAMP WALKABLE SURfALE SIIRGACE L10.......... L10 ONCRETE °.°.°.:°.°.°.°.°.°. ONCRET FLARE •••••••••• FLAFE 2 1 2 PAYED FLARES ADJACENT TO WALKABLE SURFACE i �auomc i NON-WALIIPBLE A�P NON-WALNABLE SIIPfACE SIIRfACE CONCRETE o;o:;;:o;o CONCFETE�_ FLAFE FLAFE �,MINIMIIM 2 � 1 � 2 PAVEO FLARES AUJACENT TO NON-WALKABLE Sl1RFACE iLANOINGi CIIPB �ESIGN Y CIIRB OESIGN V SEE APPRORLH A�P NOSE OETAIL NON-WRLKA6LE NON-WALKA9LE O SIIRFALE SURFFLE 2 1 �� iLAN01NG� NON-NALNABLE � R � P \ NON-WALKABLE Sl1RF10E / \ SIlFF10E l�6 e.e...e,.e 1:6 , GRA�EO :::::::::: GPADE� / FL>PE °•°••••°°° FLAPE \ 2 1 2 GRA�ED FLARES TYPICAL SIDE TREATMENT OPTIONS OO APPROACH NOSE DETAIL F�R OOWNSTREAM SIDE OF TRAFFIC FAAIP NA%.2.0% SLOPE FAMP 8 IN ALL DIRE[TIONS .°.�°.�°.�°.°.. NON-WALKABLE SIIFFACE ¢::68 i:::9 i ° �� ° "..«.o::: B 6 9 OETELTA6LE WARNING RAOIAL �ETECTABLE SETBACK CRITERIA WARNING AT RADIl1S NDTES: SEE STAN�ARD PLATE T030 0.N� THIS SHEET FOF DETAILS ON �EiECTR9LE WARNINC. USE 6" CONCREiE WALM IIP i0 E%ISTINC SIDEWALI( CRADES FOF ALL FAIAP AND LANOING AIiEAS. WHETHER A SURFACE IS WRLKR9LE OR NOT SHALL 9E UETERMINFD 9Y THE ENGINEEP. FLAPE LENGTHS SHDULD Bf Lf55 THAN B'LONG NEASl1FE� ALONG THE RANPS FROM TXE BACM OF CUSB. I'MINIMUM WIDTH OF DETECTRBLE WARNING IS REWIRED FOP ALL RAMPS. SHARED IISE PATHS SHALL HRVE DETECTA9LE WARNING ALFO55 THE ENTIPE WI�iH OF PATH WHEN THE PATH CFOSSES A ROA�. Q1 0" CIIRB XE[GHT. Q2 FULL CUR6 HEIGHT. Q 2' - 3' CONCFETE fLARE. Q IMAIOVA9LE OBJECT OP OBSTFl1CTI0N. Q5 SIOE TFEATMENTS RPE APPLICABLE TO ALL PRNP iYPES AN� SHWL� BE IMPLEMENTE� AS NEE�EO ON ALL PANPS AS FIEL� CONOITIONS �I[iRTE.THE ENGlliEER SIULL OETEPMINE THE RAMP SIOE TREATMENTS BASEO ON AIPMTENANCE OF B�TH ROA�W4Y AND SIOEW�LK.RDJALENT PPOPERTY CONSI�EAATIONS.AND MRIGATMG CONSTPIICTION IMPACTS. Q6 OETECTA9LE WAPNING SHPLL HAVE ONE COFNER 3" FROM THE 6ACK OF CUP9. Q SHPLL 6E 2'MR%IMUM OFFSET NHEN AOJALENT TO WALXA6LE SIIRFACE AN� 5'MAI(IMUM OFfSEi WHEN A�JACENT TO NON-WRLI(RBLE SIIRfACE. QB WHEN NO LLAFES ARE PPOPOSE�,THE CONCFETE WALX SHALL BE fOPMEO RNO CONSTPl1CTED PEIVPEN�ICIILRR TO THE BRCI OG CIIPB.MA1NiA1N 3" BETWEEN E�GE Of �OMES ANO E�CE OF CONCPETE. 9Q �ETECiABLE WAflNINC TO BE PLACE� AT A IINIFOflM OFFSET DISTANCE FROM 3' i0 6" FFOA1 THE BACK OF CIlR9. IF NO CIIRB AN� CIITTEF IS PLRCEO 01 RUFAL SECTIONS, �ETECTABLE WAFNING SHALL 8E PLACEO l'FROM THE E�CE OF ROAOWAY TO PROVIOE CONCRETE BOIi�ER. PEDESTRIAN CURB RAMP DETAILS MRY ]0. 2012 � STATE PROJ.NO. (TH ) SHEET N0. OF SHEETS � oanwni ev: n�e � DESIONER� CES N CHECNED B ^: T` � 6" CONCPETE WALY. 3" MPIINIIM CLA55 5 AGGPfCATE BASE a. 4 . a ��o.. ° a� a� � o �. . a a ..o..� a a. a . o . . . . . . : . . . . :.. . TYPICAL SIDEWALK SECTION _ - - ...11 ,,Z" �� ,� l � 1/2" R. TIIPF � 6^ VPR. q . o � � TOP OF OU�iEF e �„ T SELTION R-R MAY 10, 2012 � � °� � � COTTAGE GROVE, oa�e � i i 3 �� a �� Qo9;3 SEH � MINNE aOTA 5-297.250 (4 OF 5) STANUARU UEfAILS I Fi No. C7 HINTON AVENUE RECLAMATION �� sn� isaio�-oa 46 � NON-WALKABLE SURFALE t'MPl. SIGIAL POLE rounonnarv PESESiuIAI SiATtON �nrvowc � RAMP SIIPFRGE CONCRETE WALK EDGES ADJACENT TO CONCRETE STRUCTURES i ' oclec�, .weaNwcs � �� A� —' � � �. ---- --4 RA�L , 'OETE� WNflNINCS 5 � ' . • + RAILROAD CROSSING o PLAN VIEW � DRAWN BY: AJB � Df51GNfR: CES N CHECNED B ^�`crs .ro�e \...� vz^ a. � i�'i n %Z�'i�� V CURB INTERSECTION � �� YAY 10.2012 STATE PROJ.NO. (TH 7 SHEET N0. OF SHEETS MAY 10, 2012 5-297,250 (5 OF 5l NOTES� ALL V-CIIRB CONTFACTION JOINTS SHALL N0.TCH CONCFETE WALIf JOINTS. V CIIPB SHALL BE PLACE� OIlT51DE THE SI�EWALM LIMRS WHEN RIGHT OG WAY ALLOWS. V CIIPB NEXT TO BIIRDINC SHALL BE A 4" WIOTH ANO SHALL NATCH PflEVI0115 TOP OF SI�EWALN ELEVATIONS. 1Q EN� TAPEAS AT TFANSITION SECTION SHALL NATCH AlPLACE SI�EWALK GRADES. � 20 ALL V LIlRB SHALL MATCH BOTTOM OF AOJACENT WALR. 3O E�CE BETWEEN NEW V NR9 ANU INPLACE STRUCTIIRE SHALL BE SEALFD 0.N� BON� BREAKER SHALL 8E USED BETWEEN EXISTINC STRUCTUIiE AN� PLACE� V-CURB. qO E�CE OF �ETECTA9LE WARNPIG SIIFFACES SHALL 8E PLRCEO 6'MINIMIIM TO 15' MP%IMUM FflOM THE CENTERLINE OF THE NEAREST RAIL.NHEn PFDESTflIPN CPTES ARE PROVIOE�.�ETECTA6LE WARMNG SIIPFACES SHALL 9E PLNCE� IXV THE SIOE OF THE GATES OPPOSITE THE FAIL. SQ nLL CONSTPUCTFD CURBS MUST HnVE n CONi1N110115 OETECTnBLE EOCE FOP THE VISUALLY IMPAIRE➢.THIS �ETECTABLE E�GE REOUIHES TPIINCATEO �ONES WHEREVEP THEFE IS ZEFO-INLH HIGH LIIRB.LIIPB iFAN51TI0N5 RRE LONSI�ERF➢ A OETELTABLE EOGE WHEN THE TAPER STARTS IMMEOIATELY AT THE EOGE OG THE TFIINCATE� OOMES AW UNIFORMLY RISES TO A 3-INCH MINAIUM CIlR9 HEIGHT.ANY CUR9 NOT PART OF A Cl1RB TFRNSITION AN� LE55 THAN } INCHES IN HEIGHT IS NOT CONSIDEPEO R DETECTABLE f�Gf RN� THfREFOflf IS NOT COMPLIANT WITH ACCf55101LTV GIIIDfLMfS. i��s oF 5� pEDESTRIAN CURB RAMP OETAILS � �°�' �� ,� , � COTTAGE GROVE, � sraN�aA� �Frai�s � F �� E Na �,�,r e< om E ; HINTON AVENUE RECLAMATION i oo�e 04/ / 3... �� No n 409t3 SEH W� MINNESOTA sn� ieaioi-oa � � - V CURB ADJACENT TO LAN�SCAPE CIIRB WITHIN SI�EWALK LIM]TS V CURB ADJACENT TO BUILDING V CURB ADJACENT TO LANDSCAPE CI1RB OUTSIOE SI�EWALK LIMITS �ETECTABLE EDGE AT QUADRANT OO � 76' — 95' 6 . VARIES � BIT. 1RAIL BLVD. � INSET B / ...�.�. EX. B618 CONCRETE CURB AND GUTTER (SPOT REPAIR AS DIRECTED 9Y ENGINEER)(TYP.) ifiY ifY � VARIES it' 0'—iD' BIT. BRNIL � BLVD. 27 ... .... . � INSET B HINTON AVENUE SOUTH STA. 1+25 — STA. 22+00 INSET A STN. 42+50 — STA. 53+30 VARIES � 61T. 1RAIL 4'-1�' 11' 11' BLVD. 2 ......... ......... �% � INSET B � 11' 11' � 29 INSET A HINTON AVENUE SOUTH EX. B616 CONCRETE CUR6 NND GUTTER STn. 22+00 — STA. 42+50 (SPOT REPAIR AS DIRECTED BY ENGINEER)(TYP.) 'E 12.5 BIT. WEARING E IAIXTURE (4,C) 31T. TNCN CONT 'E 12.5 BIT. WEARING E IAIXTURE (4,C) 31T. TNCN CONT YPE 12.5 BIT. NON—WEARING E MIXTURE (4,C) CLAIMED BIT., CL 5, NND CL. 4 NGGREGNTE BNSE � INSET B 2.5' TYPE 9.5 BIT. WEARING COURSE IAIXTURE (2,A) EXISTING CL 5 AGGREGATE BASE Oi Oj 6" RECLAl1AED BIT. AND CL 5 AGGREGATE BASE FOR PROP�SED/NEW TRHIL ALONG EAST SIDE OF ROHOWAY FROM 70TH STREET S. TO CORRIDOR TRAIL VARIES � EX. TRAIL (TO BE PROTECTED) STA. 22+30 — 30+50 �:� � � COTfAGE GROVE, oa�e aa�,��,3�� NO� aR 4o9;3� � SEH �-��rom s � MINNESOTA 66' — 80' TYPICAL SECiION FILE N0. HINTON AVENUE RECLAMAiION „e,ss SAP 180-101-04 � INSET A N OTE S: I � 1. PROTECT ALL FNCILITIES NOT SPECIFIED FOR REMOVAL � � 2. SPOT REM�VAL OF CIJR NND GUTTER SHALL BE AS DIRECTED BY ENGINEER IN THE FIELD. . .. I . ��. . ........ ......... aa o so so � :roie �s reet m 7 COTTAGE GROVE CITY OF COTTAGE � � � I ADJIJST GV BOX (TYP.) CHIROPRACTIC CLINIC GROVE pf m REIAOVE & REPLACE CONCRETE WA K EX. R/W (TYP.) BRIGHT KEYS � INSTHLL CONCRETE PEDESTRIAN INSTALL COIAMERCIAL PROTECT E%. CONCRETE � CONCRETE DRIVEWAY TOWNHOMES � CUR6 RAMP W/ TRUNCNTED DOM S � PED RAMPS �TYP � �. (SEE DETAIL) g' gIT. TRAIL - - - 8��. 91T. TR AIL I . ..... ... ...... ��i._i::v. ....... s .. ... ..... ,�� ... r ......................................................... . >�. ..:. ......................................................�.�� .'.'.' . . . : .'.'.'.'.': .'.'.'.'.'.�.�.�. ........'..... ... ...♦ . . . . . . :� . . . . . � �. �'. . . . �: �. . �: � In .. ..:. , . .. ......... . ......... .... ...... ...... .. .... . .. � .. .. m 1 m �.:.:.. r;. i+oo �~ ::::. . -.�.:. , a+oo:�:�: .. TN.a+oo .�:.. .: -:� .... . ,,,* .... ... ..... ...... . ..... ...... <^+oo _`--�- — - —'-'� - — �-� - —� '�*— - �--44'f-�r I� -� - —� - — - s+o� _ � �s+oo _� �,00 _�+ao �+oo�. .. � SAWCUT BITUMINOIJS � - - - —� - — - -� - - — _ � _ (FULL DEPTH) ��. � �j9 HINTON AVE. S. * ��„ � .��. . . . . . . . � . . . . . . . . . . . . . . . . . .. ......... ......... ......... . ... ...... ...... .... ..... ... ........ y .. ....: ...... ...... '.'.':. ..'.'. .....' ..... . . . . . .'.'. .'.' .... . . . ..'. , .�....�.. . . .• .. .'.' . ...........' . . .>.. .. . ..' ....... . n __ __ __ � _ ... ... . .. ... .. n..:��.� ...�:.' ....��.' �.�i��r�� n _� I __ __ _ — __ __ __ �. ..... � +"+ B' 61T. TRAIL qDJUST CASTING (TYP ) I I PROTECT CONCRETE 8' 91T TRAIL u INLET PROTECTION (TYP.) DRIVEWAY APRON �� . .. .... AT CURB REMOVAL. SAWCUT AND REMOVE BITUMINOUS TO LANE LINE I CRESTVIEW ELEMENTARY SCHOOL , ,....._ � '. LEGEND: ��. � MILL BITLIMINOUS PAVEMENT ' '�' ' REIAOVE BITUTAINOUS TRAIL �. � N ADJUST CNSTING/GATE VALVE BOX �. ��. ��.. HINTON HEIGHTS REMOVE/REPLACE CURB '� BRIGHT KEYS � APARTMENTS � a TOWNHOMES ��. O INLET PROTECTION � �. a s . EX. R/W (TYP.) � y P m � P � - -- — INLET PROTECTION (TYP ) INSTALL CONCRETE PEDESTRIAN � � �.NDJUST CASTING (TYP.),� CURB RAIAP W/ TRUNCATED DOMES ��. a ..... .... ... ,. .,.. � ....�.................�.......��.�;,,...::..:..... . . . .�::. . . . . , ...,.. . . . . . . ..:: . . . . . :..:'. . . . . � . . . �.'.. . . . . .'.'. . , , , , ,.�..'. . . . . . . .' . . :'�. . . . .. . . . . . .': . , , , , , .'��, . . . . . .'.'�. . . . . . .��.'. . : : :. . s �n � ... .. . .': :', . , , , . . >:.'.' a ma m .. ........ 3 ' D ... io+oo.. . . ... ii+oo ..... ... i2+.?'� � � ..... i3+oo ..... �.�.. ..... ..... ..... . . ..... . ..... ..... ....... ....... � ....��: m � O � - —r - _ _ � _ � _ — �Af� _ _ _ _� i i4+oo is e=�oo �_�oo —�— - .. �8+00 �.�. o < _ _ _ _ f � 1 ,� y _- -_ ✓� - _ t _ - - _ r _ - _ - _ _ 2 " � � r. � HNTON AVE S � = n a y ..... .....'.'...........:.........'....,,,, ____ _ ISD # 833 7815 7712 7704 7698 7692 � DRnw,n BY: �� uPE <, � ssarv � CONSTRUCTION PLAN � DESIGNER: CES �� E��^� J � COTTAGE GROVE FILE N0. C1O ces uNO P / P HIMON AVENUE RECLAI�MTION „ CHECKED 6Y: a e e�m E SEH ~ � '° "9 MINNESOTA SAP 180-10�04 46 DESIGN TENM �O. BY DFTE REVISIDNS 04/»/�3 n 409P3 ""�^^"°m � _- �� BURN WOODS , Q � TOWNHOMES � io 0 3o so snwcuT eiTU�niNOUS � � ......... ...... (FLILL DEPTH) y �me �s ree� �� D SAWCUT BITLIMINOIJS �� ULL DEPTH) D INSTALL CONCRETE PEDESTRIAN INSTALL CONCRET EDESTRIAN INLET PROIECTION (TYP.) RAIAP W/ TRUNCATED DOIAES (TYP.) � RAMP W/ TRUNCNTED DOMES (TYP.) �� . � � 8' BIT. TRNIL fA � ... B' BIT TR IL ��. � ... .. .. ..... ., .............. ... ,.. ................ ..... .... � .. ... ... ...... ..... .... � .. m .... .... .... �; .... � m ..... . �u ..... .... ....... ...... .; .... ,... ...... ....... . .... ... ;.�. � ie+ao � zo+oo rzi+aa 2,.,� .. . ... ... ... • .. ... ... . . . .. m zs.ao z�+oo .. ..—� - _ _� �� za+ao _ �i� �� —� - _ - _� - _. _ _ - _ - �.._ _ � - _ - � - _� - _ 25+a� —� 26�00 _ � _ _._ - _� _ 28ti 00 m m m � _ _ _ _ _ _ � HN'TON AVE S � o .•;.•. ,• ..:.,._� r. .. . . . � ...^.' �:. ... �: : �; .; �. : .� . . . .. . T . . . .. . . .._•. . �..:.•. . . .^�a< ;. ___ ___ __ ___ __' '__ ___ ___ V . �; �.. .. �. ��. .. . .. � _ ___ ___ ___ ___ .. . . .... '__ ___ ___ ___ ___ ___ __�_ __< �.:�-~ B' BIT TRNIL pDJUST CASTIN (TYP.) � � � PROTECT EX. BIT. TR IL � i86 7630 7626 7622 7616 I � 7596 7590 7584 � 7572 7566 7560 7554 f '� � SAW�UT BITUTAINOUS U1 ��. (FIJLL DEPTH) � �......' ___ ___ _'_ .. ..... ... ......... .�. ..—_'_—___—___—__ f � FIOAIESiEAD AVE NOTES: � LEGEND: 1. PR CT ALL FACILITIES NOT SP CIFIE� FOR REIAOVAL. �\:: � MILL BITIJMINOUS PAVEMENT 2. SPOT REMOVAL OF CURB AND G TTER SHALL BE AS DIREC D BY ENGINEER IN THE FIELO. V � `,',�',', REMOVE BITUMINOUS TRAIL SAWCUT BITUTAINOUS (FIJLL DEPTH) � \ � N ADJUST CASTING/GATE VALVE BOX .��. � REM�VE/REPLACE CIJRB l �— O INLET PROTECTION PRDTECT LANDSCAPE TIMBERS � � �� I INSTNLL CONCRETE VALLEY INLET PROTECTION (TYP.) � GUTTER 8' BIT. TRAIL INSTALL CONCRETE PEDESTRIAN. 0 � � RAIAP TR ED DOIAE BIT TRAIL m � P m . . . . . .�•�.'.' '.'.'.':. .'.7.., . . . . . . . . . . ..— _ _ _ _ _ _ _ _ _ -- _ _ _ _ _ _ _ W/ UNGAT S(TYP ) I�� B . .....��..� ....................... .... ...... . . . . . . . �.. . . . ....... . . . . . . .... . . .:�� . .��. . . . . . . ...�... . . . ...,...,...,..,,..... . . . . . . . . . _ _ _ _ _ _ . � m ...... z ....,...�... ................ ................ ..... . � - ... . . . . '.'.': .' '.'. . . . . . i .... .... . ..... ........ .. . . : • . „ , _ . . . .... ....... D :., ......... .. . ...... L m ... ��.�.. ... . �. �..�. �..: �.�.�. .�... . . .. _ p ... ... .. . � o� f 28+00 .. . 29+00 ........ .; �� 30+00 .. ... 31+�0 ... � � 32+r ... , ..... ... ..... ..... ... .... . .. .. .. .... m i .Z] ~ —~ — rt —�9=F--F� - — t — _ _� _ _ r _ _ � �.-P 3s+oo — �4+00 �5+00 � 3 r �+ao � � - �' _—� -- — -,—_ ____�_ _ �__� _ ___�_ _— m ' x ... 1� ' ' � �� FINTON AVE S. � PROTECT �RETAINING WALL �� f � - ' � �- N o :: . .. ; �.�. _ � . .. .. i :' . : .�.�. �— ' - .� c: . . P ___ '__ ___ . � PROTECT EX. 61T.�� TRAIL .. � . . . .. � SAWCUT BITUMINOUS A �ADJUST VALVE BOX (TYP.) � �i�� (FULL DEPTH) � PROTECT TAINING WALL = 754B CITY OF COTTAGE GROVE 7755 � 7756 � � � oenwu ev: �� ma�« 1 CONSTRUCTION PLAN cinE *HE �nars ar �HE srn�E or r+innE / �� I . FILE N0. � ; p � E��ER ��a COTfAGE GROVE, ces �" � P FINTON AVENUE RECLAMATION „ CHECKED BY: a e e om E SEH � � 519 MINNESOTA SAP �BO � < a[. 5 It m P. . � v, nccin.0 .r.0 N0. BY DPTE REVISIONS o 04/1�/13 Cn �� N 40913 www.ren��om 7319 NOTES: \ RECLAl1A IAILLING L ITS TO BE MNRKED BY ENGINEER IN FIELD. 2. REMOVE REPLAC CURB AS DIRECTED BY ENGINEER IN FIELD. 7305 I TRANSMISSION EASEMENT TRAIL CROSSING SEE SHEET C13 I INLET PRDTECTION (TYP.) B� BIT. AIL � � snwcuT eiru�niuous I PAVEMENT (FULL DEPTH)� reB` 7781 � INSTALL CONCRETE VALLEY GUTTER� . m 3�+D0... ......... .........39+00 ... ..... 39+00. ..... ...... ! I� � 4i+00 .... ..... �...�. .�.. ; . .... ..... ..... �, ..... .. ' m _ _ _ 40+00 Z�+^.'1 43 m � - —� - — - � - —� - — -i-44 f-F� - -i— - —� - _ y __ rt 44_�00 45+_�0 46+(0 CO � -�.--_— —_ _ '� _ _—�— _ _ _ _- _ _ n jd o N .... . ��. � .... ..... - � �:- ..... .... -: ` ��. .. �. . r .. . i .��.��. . .... .. .. ... � m ___—�.-___ . . .... .. .. �.. : :. �::� -� ADJUST CASTING (TYP.) ��. �.. ' �� . PROPOSED NE TRNIL ' — — — —�� . SEE SHEET C14 ��. � FILTER LOG TYPE STRAW BIOROLL �� ADJLIST GV BO% (TYP.) � SAWCUT BITUMINOUS � �� PAVEMENT (FULL DEPTH) ��. V ��. 7338 7320 7302 � '�. O '�. � TRANSMISSION � �. EASEMENT � ' m � ' � ' LEGEND: ' N � MILL BITUTAINOUS PAVEIAENT \ 0,�. .. <> '�' � REMOVE BITUMINOUS TRAIL CONSTRUCT CONCRETE �SNWCUT BITUTAINOUS PEDESTRIAN RNMP W� �\ � ��: PAVEMENT (FULL DEPTH) ' ' TRUNCATED DOMES (TYP.) � N ADJUST CASIING/GATE VALVE BOX ST. LUKES � � '. I LUTHERAN SAWGUT BITUMINOUS � 77SO PAVEMENT (FULL DEPTH) REMOVE/REPLACE CURB � 7�00 � INLET PROTECTION � 3 INSTALL CONCRETE PEDESTRIAN O ADJUST CASTING (TYP.) � o � AMP W/ TRUNCATED DOMES (TYP.) INSTNLL COMMERCIAL CONCRETE / �� P m 8' BIT. TRAIL DRIVEWNY NPRON(2) (SEE DETAIL) qDJUST GV 60X (TYP.) , �� r m D:.. ._—.— —.-___ ...—�__.- _'�___ -__ ��..... ___ __'-'—___ :.. I ..... ..... ` � ' � . :: ..',',' '.'.'.'.'. . . . . . .'. '.'. .... ,. ....... �: . . ... . ..... . . . . . ....... . . . . . .�.:.. . . . . . . . . . . . . . . � . . . . . . ..., ..., ..., i O . � . �. . ..... . . . ... , , . . . .�. .. . ..... ..... ..... ........ ..... „ .. . ... . „ � .. ,. . .. . ....... . ,�. .. .... �. N m , ..: �� : . . � � . . . . �., . ..... .. • . . • ' ...' ` . STA: 54+2� s z� .>... ....... � ...... .�.�. ., ...�. .�.�. ... ,�. .. .. ... .... ... ... �. �..�.. .�END SAP 180-101-004 � - . .. .. . .... �.:�. .... . � z _ _ _ _ a�+oo ae+oa ae+w so+oa � .... �a .. .... .... ... . _ ___ _ 51+0a f 5�3 �J 53+00 i � -� —� -� � - - -� - _ — - ,� - _ - i4�-F-F + - —� - — '� �� - —� — _� �. 54 i 00 9 _ — - _- 0 � . � IN .. . ��. i +� � .. .. �� . 1 �. .. �. .. o .. . . . .. . . .:: �. ... . . � ... .. . .. . / ... . . ... . _. ,._ _ __ � .� ... �; �-' ' � '� �. �� ... . a �.. PROPOSED NE TRAIL FILTER LOG TYPE STRAW BIOROLL �� V ��.. ��. .: �. � SEE SHEET C15 �. . . ....... �. ' + INSTNLL C�MMERCIAL CDNCRETE � �R �� . 0 �� p DRIVEWAY APRON (SEE DETAIL) INSTALL CDIAMERCIAL CONCRETE �. t DRIVEWAY APRON (SEE DETAIL) �CEL ' � - JEHOVAH'S ENERGY Si�T FENCE (TVP.) , m WITNESSES CONSTRUCT CONCRETE � � ...... � PEDESTRIAN RAIAP W/ 7151 7D51 �� --G �� TRUNCATED DOIAES (TYP.) � � FILTER LOG TYPE STRAW �. � ��. 610RDLL DITCH CHECK � ��. � ORFWN BY: �� aE ssarvn� � DESIGNER: CES E or r+nnESOrn. J � CO�AGE GROVE CONSTRUCTION PLAN FILE N0. ces �•�" uND P / M FINTON AVENUE RECLAMATION „ a CHECKED BY: a e e om E SEH S � � 519 MINNEt7VTA SAP �BO WI v+ neein.urr.0 M0. BY DPTE REVISIONS oa�e a �,�N n 40913 `"" �- i i �Z ��. ��.. EX. IAODULAR BLOCK . . RETAINING WALLS ��. ��.. (TO BE REIAOVED) SAWCUT BITUMINOUS TRAIL (FULL DEPTH) � � EX GROUND ______"—\ _______ _ ------- _,��-----------�—� — r — TRANSMISSION ----------------'—''� i i � � � EASEMENT �. � z.00' � a.00' � z.00' � � M PX � i . Mq CLEAR BIT. TRNIL CLEAR � I ��.4 � I � 2.�D.� � E�(, BJ�TRAIL __�� + (TO 9E REMOVED) + .+ REMOVE BITIJMINOLIS TRAIL + SEE SHETT C2 FOR TRAIL SECTION INFORIAATION + R=56' (MIN.) + / + i + i + � � TRAIL REALIGNMENT lYPICAL SECTION — NTs i ' + � � + +... . .. ......... . . � i ... .. ....... � + + ... ... .. PROPOSED TRA�LJifALIGNMENT + + �� / ,i � .. �R=56' ... , / 1 I //; � I ^.. ___ I I __ I __ �� + (IAIN.) + ..,. \ � O l 1� J l __ .. � // + + + + REIAOVE IAODULAR BLOCILREiAtNING WALL �I�. � �74TH ST. S i „—� .. '_ ____ �.. . � ___ ___ '__ � .� + + / -� ___ ��. _ ___ ___ i / ' .� C 'J �i � I ,� � �. + + . .. ... . � � 1 , - + � / , \ + + � � I -- i + CLEAR AND GRUB 6USHES � �-- __ + (INCIDENTAL) �� SALVNGE AND SIGNS — — — --- + v � \ �* .. + + —�` �.. . i + + '___ ... .' �� + .... '—��__�� o IANTCH BINMINOUS TRAIL � ... �� ¢ o w — + + + + + + + +. + �, � ... ��Q + + + + + + + + + + + + + + + + + + + + + + + + + � + + � a ++++++++++ J ; � l � / � os� REIAOVE CONCRETE PED RAIAP � � �� ...... .. � � m�p O � � � om� m_ � , y . o � , ° / �' a �� , , � � �� oi� � _ � INSTALL CDNCRETE /@� � 4� I /� PEDESTRIAN CURB RAIAP TO I T 1J O ALIGN WITH RAMP DN EAST �� T O O SIDE OF HINTON AVE. c Y � ��i - - ---�-------- f - -- \ � ° i ' I � i TRAIL SIGNING PLAN N OTE: 1. TRAIL SIGNING INCIDENTAL TO TRAFFIC CONTROL. iAAIL CROSSING DETAIL PLAN oenwu ev: n�a �,E <, �<M <o�� Erv�EO PRO�E�aN« WNSiAUCTION PLAN DESIGNER: CES a uN ar �HE sn�E or u NNESOrn COTTAGE GROVE FILE N0. �� .� � 'S °0° oR M ' HINTON AVENUE RECLAMAiION „e,ss CHECKED BY: CES a e e om E SEH W o-s 9 MINNEt7VTA � N0. BY DPTE REVISIONS 04/1�/13 ...� . t m 40913 `""" " SAP �IJ��I�OA � * * — _ 43�+ — 00 _ — + q4�ao --�-- -- HMON AVENUE ..- ^� — � — .... ^-I 10.00' T. E. �, 46.0o q,.00 a.00 EXISTING R/W (TYP.)— . � INSTALL CONCRETE PEDESTRIAN CURB RAMP W/ TRUNCATED DOMES MHTCH EX. BIT. TRAIL � INSTALL CONCRETE PEDESTRIAN �/ ' CURB RAIAP W/ TRUNCATED DOIAES i a9.00 o.00 � —�—�----�—� z � �$''�--L�---*— ,.�,-. -° -- _� — tTyn /� �— — � � _ .. � � — — �— — � ___ ___ _ _ ___ B.00' TRAIL + �' T.E. — _ — oPS _ _ — _ _:—_ �� ' SAWCUT CONCRETE � 25.00' T.E � V PAVEMENT (FULL DEPTH) v TEMPDRARY EASEMENT (TYP.) � PROTECT LANDSCAPING � I I I NORTHEAST TRAIL 930 . . . .. . . . . .. . . . . . . . .. . . HP�STA=304+3013 . . . . . . . . .� . . . . . . LP STA=3D7+5500 -HR STA 302+80�:00- �. � HP EL 913.36 �� .. LP STA=305+6740 LP EL=91389 �� ...- ...- ..- . HP-E�-912 50 .-. .. ...- PVI STA=3D4+27.84 ..- .. LP EL 972.78 Pw STn 3oe+oo 00 930 . HP STA=3P1+70.00 �� pVl STA=3D2+35.00� . Pw EL 913.50. �PVI STA 305+70.DD �� PVI EL=914.20 �� . . . . . .HP EL=410.81. . PVI�EL-912.20 . PVI.EL=912.64 . L=90' . . . . . .PVI STA=301i45,OD . .L 90' � � . . . . . . . . .�—p�q . . . . . .L=90'. . . . . . . . .M=0.04 PVI EL=910.27 . . . . . . . . . . . M=D.14 925 �=so' nn-o.n °° °"' om 925, oe oo aM �ti o ,�M M=o.os o� o� � �n �°' �_ , , . . °� . `° . �+m . �� . �o� . , o�� + n , , o n. . . . � J.. 6 n w n i" g2� .... .... .. 0 11 � �� ...h W .., ..., �� w ..Q..W .... .... .Q W q W ..., .., 11 W.., ..., ... 4 .... g2 �.. „� w a a � N a F. � in nw r � r in � r � N � . . � h . . a .a . . m . . . . w . . � . . . . in . . . . . . . . . . . . . 915 +rn � 5 a a a a a 5 'a 915 � � a _oaoa osax / a o.s�s ------ - -- --- '- --- ---,,_ - ` 2.ta% -' -J � .. 9io ; � 9 1P —�— 2g49 �/'_' � pROPOSED TRNIL � �GRADE � � � � � � . . . EXISTING GROLIND AT � '�. . . . . 905 ..'.'..- � . . .. .. .. .. . . . . . . . . . .. . . . . . .. .. .. .. . . . . . s 905 900 ...... ._... . �... .._.. �._.. .._.. �._ ..._. ..._. .._. _.._ ..._ _.._ .... _... ..... 90� 895 895 a m n ° � � � . � . e e n � � m m o o _ ry N ry N N N ry M � ri �. �, 300+00 301+00 302+00 303+00 304+00 305+DD 306+00 307+DD 3D6+00 � DRFWN BY: A�B J � DESIGNER: CES � COTTAGE GROVE �IL PLAN AND PROFLE FILE N0. W ces ��" ��,� �°"<` �' HINTON AVENUE RECLAMAiION „e�es � s� " � MINNESOTA gpp �gp_�_p,q a CHECKED BY: e e om E SEH W o-519 ih neei�.0 rrnu N0. BY DPTE REVISIONS oa�e. a ��. No. n 409t3 "` `i{J �� I � ' �� a io sa . .'.t.'. . . . '.� . . . . ..... . . . . . . .'. . . . . . . .... . . ... -..— ... . .. s�me �s ree . . . . .' �. . . .' . . . . . .....' . . . . . �.�. .: II..� � � � !��. ..' �� :: F� � m Q �, so.00 s,.00 ��fl9 53.00 — —�—�—- —�—�— ��—�— —�-- — —�— HINTON AVENUE x " +n� '[ �' � . , + ��,0 999, �_T —�-- —�—� — �� — �� B 00' TRAIL ' . � , � �� ABANDON STORIA PIPE INPLACE ' � / EX. R/W (TYP.) ��I � REIAOVE CB � INSTALL CONCRETE PED RAMP ��. m ��. WITH TRUNCATED DDMES 1 ��. TEIAPORARY EASEIAENT (TYP.) � ��. �. ��. NORTHEAST TRAIL LP STA-307+55.00 � � � � = 930 . . . . . . . .Pw sTn�aoa�0000 . �. �. . �.. . . �. �. �. � �. �. �. . ..�..�.. 930 o .... .... PVI EL=914.20 ,.. ,... ,... ,... .... .... .. .... .... L 9D'. .. .... ... . ..... .. .. M 0.04 . ... ..... . o '^ w ' 925 0� �� d;, ,� � w m 925 n N ,� o J N� � �. � ii . . � . . . . . . .. .. .. . . . aw . . .. aw 920 . . � W . . . . . . a w �.,.... . . . . . . . PROPOSED TRAIL � GRADE . . . . . . !� . . g20 a � o � 9 ..., r ..., ..., r .. .... .... .... >... .._. ..... ..... N .... . . ... .... ... a o c� r � . . . a . . . . . . a . . . . . . . -1 12R . m 915 iooz — -------� 915 o.6ax�� —_—�__ � --- — r ---- — i \\ 910 �.. .. ` y .. .. ---_` `EXISDNG. GROUND AT .� .. 910 ... � eo5 9os b 0 900 , ...... ...�. .. .....�. �.�..... ... .. ...... .�..,.. 900 ° 895 S95 307+00 308+D0 309+00 310+00 311+00 � ORFWN BY: �� aE ssarvn� � DESIGNER: CES E°� """E�°TA. � COTTAGE GROVE �AIL PLAN AND PRORLE C�r FILE N0. �,�,r � ;s FINTON AVENUE RECLAMATION „ a CHECKED BY: CES a e e om v[ 519 MINNESOTA SAP �SO'WI � N0. BY DPTE REVISIONS Q4/1�/13 n 40913 SEH `"`"""'�n�"°m � 915 _ 915 920 920 � ,,�--�- , I „E - I 910 ei 910 915 I rs/w r/E , __ _-- 915 � / ��,.. I � / 905 i ° 905 910 i 910 900 n l� 900 905 ,la 905 o __ I �� I� , 895 �o -so -so -ao -30 -zo -io W o a io zo 3o ao so so �0895 900 �o -so -so -ao -30 -zo -io W o a io zo 3o ao so so �0900 300+50 302+00 915 915 920 920 910 . i e/w T(E --__�------ --° 910 915 i T`E _,.-�'� , 915 . z' � ' R �", ' �� 905 i 905 910 - f � j8 910 900 �I^ 900 905 r„Io 905 e� o �� I� , 895 895 900 900 -7� -60 -50 -40 -30 -20 -10 W O a 10 20 30 40 50 60 70 -70 -6� -5� -40 -30 -20 -10 W 0� 10 20 30 4D SD 6D 70 300+ 25.04 301 + 50 915 915 920 920 910 I T � E _�__----_� _»— 910 915 I ,<-'� 915 I RfW I , „ , ��E � -� R/W �� 905 � 905 910 I 910 � � 900 �I� 900 905 NIm 905 0 oa � am �� ' �I� , , 895 �o -so -so ao -ao -zo -io W o a io zo ao ao sa so � 0 895 900 �o -so -so -ao -ao -zo -io W o a io zo ao ao so so �0900 300+ 25 301 + 00 NORTHEAST TRAIL STA. 300+25 — STA. 302+00 Sheet No. C16 Of 46 Sheets � s2o szo s2o s2o ' ' TfE 915 j sfw , T/E ___,<- 915 915 I R�w 915 � � rx 1----- Z�i 3x _ �.. - Zx � sio . i sio sio i s�o 905 0l° 905 905 ,I� 905 � � i �� I� 900 �o -so � -so -ao -ao -zo � -io W o a io zo ao ao so so �� 0 900 900 �o -so -so -ao �-ao -zo -io � W o a �� io zo ao ao � so so �0900 305+00 307+00 920 920 920 920 T/E 915 . I �!W T�E ,—_ 915 915 I RL . �__-- ' 915 z � --- zx --�---� es 910 I 910 910 , 910 � � 905 hl� 905 905 0l� 905 h� h I I ��, �I� 900 �o -so -so -ao -so -zo -io W o a io zo so ao so so , 900 �o -so -so -ao -so -zo -io W o a io zo so ao so so �0900 304+50 306+50 920 920 920 920 915 , I a{w T/e 915 915 ! R/w T�E 915 ---°' 910 Z _1_b� - ---- - - - - L-�x ----------- 910 i 910 910 - i 905 ,.I� 905 905 Im 905 „�� „�ti �� I� 900 '" a 900 900 '",� ' 900 -7� -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 -70 -6� -5� -40 -30 -20 -10 0 10 20 30 4D SD 6D 70 303+00 306+00 920 920 920 920 ( ' I 915 i a/w '/E __--'-- 915 915 ' RfW T/e , 915 _�_�� ----- - --------- - 910 2 � 910 910 � 910 , � � 905 IN 905 905 Iti 905 �� I� 900 �o -so -so ao -ao -zo -io W o a io zo ao ao sa so � 0 900 900 �o -so -so -ao -ao -zo -io W o a io zo ao ao so so �0900 302+50 305+50 NORTHEAST TRAIL STA. 302+50 - STA. 307+00 Sheet No. C17 Of 46 Sheets � s2o szo s2o s2o . I RxW TfE . . x ix � � 915 . Zx --------- -- , -� - -- --- 915 915 I � �''--- - .----' 915 � � 910 I� 910 910 eI 910 � � a �I� �I� 905 �o -so � -so -ao -ao -zo � -io W o a io zo ao ao so so �� 0 905 905 �o -so -so -ao �-ao -zo -io � W o a �� io zo ao ao � so so �0905 309+00 310+85 920 920 920 920 . � ( R � W ��.. TfE . 2R ��, •'� �� ,I. �� T1E . 915 . zx gs I zx (--------- 915 915 �o -r,� 915 _ - I �'- - -- -- - - 910 �I° 910 910 �,I^ 910 ha �� 905 �o -so -so -ao -so -zo -io W o a io zo so ao so so � 0 905 905 �o -so -so -ao -so -zo -io W o a io zo so ao so so �0905 308+50 310+50 920 920 920 920 . I RfW . � � � � R jW . .. T!E � 'a`_- --'�- '�— 915 915 - Zx ¢x 1 ��--- — 915 915 '- i -- � � 910 (� 910 910 I � 910 � �� < � �I� �I� 905 '" a 905 905 '" �' 905 -7� -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 -70 -6� -5� -40 -30 -20 -10 0 10 20 30 4D SD 6D 70 3oa+oo s� o+oo 920 920 920 920 i T � E , � RfW . T/E 21G ��. -= ts... I 915 I R � W s� �._---- 915 915 zx Rx i I - ---- -- 915 910 „I� 910 910 mI^ 910 ,,n ,� �I� �I� 905 �o -so -so ao -ao -zo -io W o a io zo ao ao sa so � 0 905 905 �o -so -so -ao -ao -zo -io W o a io zo ao ao so so �0905 307+50 309+50 NORTHEAST TRAIL STA. 307+50 - STA. 310+85 Sheet No. C18 Of 46 Sheets TRNFFIC CDNTROL SIGNS / DEVICES ESTIMNTED QIJANT ] TY SIGN OR �EV10E CODE N0. COLOR 512E ROND 9LFCK CLOSE R��-2 ON 48'�30' WHITE � � BLNCK Z R11-9 qJ 6D'�30" WHIIE O BLFCK W20-2 DN q8"�9B" � ORPNGE O 6LFCK W20-3 DN 98"�9B" 2 ORPNGE BLFCK ,f�7 M2-1 ON 21'x15' 9 WHITE BLNCK NORT M3-tm ON 24'x12' 15 WHITE BLNCK SOUT M3-3m ON 24"x12" 15 WHITE � BLFCK M4-BO ON 24"x1B" 2 DRFNGE BLFCK � M4-9mATL DRFNGE 30"x24" 9 � BLNCK M9-9mNTR ON 30"x24" 9 ORFNGE D BLFCK � M9-9mL ON 30'x24� 9 ORNNGE � BLFCK � M4-9mR ON 10'xT4' 9 DRNNGE BLFCK oEiauF M4-9mT DRNNGE 30'x24' 19 �� BLFCK DT-1 ON 30"x24" 30 ORANGE � TYPE _ _ F" �9 FLPSHER � WHITE T1PE III DN g� 16 ORPNGE NOTES: Oi MAINTAIN ACCESS TO CRESTVIEW ELEAAENTARY PARKING LOT VIA INPLACE, PERMANENT OR TEIAPORARY �RIVEWAY. P O MAINTAIN ACCESS TO 7702 80TH ST. S. PARKING LOT VIA INPLACE, PERMANENT, OR TEMPORARY DRIVEWAY. { O MAINTAIN ACCESS TO AUBURN WOODS TOWNHOMES VIA INPLACE, PERMANENT, DR TEMPORARY �RIVEWAY � O MAINTAIN ACCESS TO ST. LUKES CHURCH PARKING LOT VIA INPLACE, PERMANENT, OR TEMPORARY DRIVEWAY. - O MAINTAIN ACCESS TO XCEL ENERGY SUBSTATION VIA INPLACE, PERMANENT, OR TEMPORARY DRIVEWAY. 3 O MAINTAIN ACCESS TO JEHOVAH'S WITNESS PARKING LOT VIA INPLACE, PERMANENT, OR TEMPORARY DRIVEWAY. LEGEND - � DETOUR ROUTE 0 CONSTRUCTION AREA � ORFWN BY: �� DESIGNER: CES < CHECKED BY: CES N nccin.0 iceu N0. BY DPTE l \ �. � �'`_�I ___ I�� J --� � �E�I L -- � \ _ y _ i�J � �-�-� i 4 9�� 1 2 Hinton _M _.0 _00 I N \ �oi 250 /eet �U � � anoi3a anoi3a 1 any any l uo;uiH uo�uiH / �, H1f10S H1f10S - � - -' � � �- _ � m = O o � � �� Z \ � ,� � �� ^ �� -��, / p�, � � �� J._� i \ �i i� � i �� NORTH Hinton � � Ave = K DETOUR ;�` ° i 4 �. ��'c� � �E�� e e am °D E � , COTTAGE GROVE DETOUR PLAN FILE N0. C1. � C r F MINNESOTA �NTON AVENUE RECLAMATION "a'ss oa�e. 04/1�/13 ��NO. n 40913 +L� www.ren��om � CITY OF COTTAGE I �' � GROVE � � � COTTAGE GROVE ��c ' �� Sco ,s 1ee1 � CHIROPRACTIC CLINIC ��\ j � O � � ••• � O � � �,�� BRIGHT KEYS ', � % ��,A' �� "�J � � TOWNHOMES '� � --- ��-- ---�--- --- �''. . � _.,'- --I- . �- -- � -- ' ... . I- �- ... .._—.--_. � ..... �:�:�: .... / ...... ......... ......... /� ......... ......... . ......... � ..... ......... ......... ......... ......... ......... ........... � . ......... ..... ......... .... .;. � ......... ......... ......... ...... ......... ......... . � . . .. .. ... ... :: ... ... ..... ... .. .... ..... ,.�.... ...... ... .... �. N m ,+oo .... ... � r� s+oo s+oo a+ao s+oo � '�. i .. , .. , .. ... e+ao �+ao a+aa g+oo `� r � �� - ; ti _� , - � rrr �' � - - OIDII�� O�N;'��" 1 r— IvIL �� I I o �8 0� — NOTES: �� ,� � � i� z: � 2 SALVNGE TO THE CITY OF COTTAGE GROVE O� �;, �m O I ��AI O SALVNGE FOR REUSE ON THIS PROJECT � � o� CRESTVIEW ELEMENTARY �` � = o,, SCHOOL EXISTING CITY OF COTTAGE � U O GROVE 0 � � Q e a=�� a � CDTTAGE GROVE �� uO � CHIROPRACTIC CLINIC � r � ', � o I O I N � BRIGHT KEYS � TOWNHDMES ��. �. 4' SOLID LINE WHITE — _ _ _ - _ _ - - q' DOTTED LINE WHITE .. POLY PREFORIA (GROUND-IN) P�LY PREFORM (GRDUND-IN) �� I � .. .. � .. .�. - �(3' STRIPE. 9�..GAP) .. .. .. ... .. .. . . . � � 1� R ... .... ,,, . .. . ... .. �, ... -: .... � �, �+oo r s.00 3+00 - - - - - - - - — m a+ao s+ao 12" SOLID LINE WHITE r 6 i�� 'a� e+ao q+oo I POLY PREFORM � (GROUND-IN)(TYP.) — — — — �� — — _ _ _ _ � �� ... ..�. �... .. ... ... ... .. . � ... .... ... �.�. ..�. .��.� �� N � F I I ___ ___ . .. 4" DOU6LE SOLID LINE YELLOW J y o POLY PREFORIA (GROUND-IN) 4" DOUBLE SOLID LINE YELLOW y POLY PREFORM (GRDUND-IN) 0 4�� BRDKEN LINE WHIIE � a'� �� POLY PREFORIA (GROUND-IN) � 4" BROKEN LINE WHITE D O i „ N im o OO ^� T c=D NOTES: POLY PREFORIA (GROUND-IN) Q; m D ' O�o ' ��A CRESTVIE ELEMENTARY D O 1� �bPOSED O FURNISH HND INSTALL v o 4 INSTALL ORFWN BY: �� rnarvn� / DESIGNER: MPM ' ��'�� / COTTAGE GROVE �ING AND 3TRPING PLAN FILE N0. CZ �}sis ��Nas �EN.ER o M HINTON AVENUE RECLAMAiION „e,ss CHECKED BY: �PM H � c ae c ay PE SEH S � o-s 9 MINNEt7VTA � N0. BY DPTE REVISIONS pq »�3 �q5qp2 �-ren��om r JI�P �-�-� �� HINTON HEIGHTS '�.. BRIGHT KEYS APARTMENTS '�.. TOWNHOMES '�. ��O�I �.M , �jwj� � � N � I � � ' � m ` � m � _ _ �- � z � _ - - _z m m � � 10+00 1i+0� 12+00 t3+00 14+00 ........ ......... ........ ......... .... ....... CJ +00 16+00 ��+00 ......... 18+00 .. � N 15 _ •__• J,�.�.�. ,..... . I ..... .. N � .... .... ..... ..... ... .... ...... , ... , ... ...... ..... ... .. ..... ..... ....... .... ... ... . . ... ... ... ... ... ... .. I .. ... ... ... ... ... .. ... ... .. ... . .. — _ _ _ _ _ _ _ _ _ _ _ _ ... ... ......... ......... _ _ _ ......... _ _ _ ......... ......... ......... � ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ___ ___ ___ ___ � ___ ___ ___ ___ r �� W 3 �� NOTES: uI 0 7696 7s92 ISD # 833 L �N � � 7712 O2 SALVAGE TO THE CITY OF COTTAGE GROVE � i ON � 7615 7704 O3 SALVAGE FOR REI15E ON THIS PROJECT � W XISTING HINTON HEIGHTS '�.. BRIGHT KEYS APARTMENTS i TOWNHOMES i NfN .== i � �'. ' � °O $ Z 4" BROKEN LINE WHITE �� D POLY PREFORIA (GROUND—IN) . � - a � . ' � ' � ' � ' m � - � - v� � m — - - — ' � z — — — — — — — — — m o+oo ,+oo ,z+oo ..... — . 13+00 � �4+00 i5+00 16+00 +00 1g+00 � _ I I � N — — — — O � _ — � — -..... ........ ....... ......... ......... ... ........ ........ . ... . ... ... ......... _ _ _ ......... _ _ _ ......... ......... ......... � ......... ......... .. .... ...... .... .... _ _ _ ..... ... _ _ _ ...... .... ___ ___ ___ ___ ___ ___ ___ ___ 4" DOUBLE SOLID LINE YELLOW ' PDLY PREFDRIA (GROUND—IN) W 3 m E �� 7698 7692 ---- NOTES: ISD # 833 � 7712 � O N � 7815 7704 O1 FURNISH AN� INSTALL � � u O i O4 INSTALL '� � P OPOSED ORFWN BY: �� rnarvn� DESIGNER: MPM ' �� ' �� ESO'". CO�AGE GROVE �ING AND 3TRPING PLAN FILE N0. CZ NPM S � o � � � M HINTON AVENUE RECLAMAiION „e,ss CHECKED BY: c ae c ay PE SEH S � o-s 9 MINNEt7VTA S`AP �—�—� � N0. BY DPTE REVISIONS pq �� 3 �q5qp2 �-ren��om � � ,s ,ee, BURN woo�s � TOWNHOMES � D � �fN� � — __. �— ___ i� -�� ___—i—___� - _ N i ` " � - -- , _�__ m � is+oo .... ..._ zww z�+oo zz+oo 2s+oo ........ sa+w ...._ zs+oo....... ... ....zs+oo ........ ......._z�+oo .... m z u� , .._ . i ..... ..... ..... i u� ... ... , ...... ...... ... . ..... .... z m N .. .. .... .. .. ... ... . � ... ... .... ... ... .... ... ... ... ... ... .... ... . N ' ' _ _ _ _ _ _ _ _ / ......... ......... ......... ...... ......... ......... ......... ......... ......... ......... ....... _ _ _ _ _ _ _ _ _ � � ......... ......... ......... n �{�� '__ ___ � p V� ....�... S ��: �i 7686 7630 7626 7622 7616 � 7596 7590 7584 7575 7572 7566 7560 7554 NOTES: � ' O2 SALVAGE TD THE CITY OF CDTTAGE GROVE EXI TING O SALVAGE FOR REUSE ON THIS PROJECT BURN WOODS � TOWNHOMES Z �� lO � a—� u 4" BROKEN LINE WHITE D 4" BROKEN LINE WHITE POLY PREFORIA (GROUND—IN) � 4" BROKEN LINE WHITE ��. ��. POLY PREFORM (GROUND—IN) PDLY PREFDRM (GROLIND—IN) � .... ... .. ... .. ..—..._ _.�_ .... . L � ... .. . ..�... ...' .... .. .. . � � ..... .... .. ... ...... ..... ... . � N .�.�.�.�. ... ..... ..... .... ...... ...... ... ...... ..... .... ...... .. ... .... .. m m .... .. .. . m m — �� 19+00 20+00 2t+00 — � ........... — _ 22i00 23+00 4+00 � 5a00 26+00 2�+00 � — — � CJ.... .... .... ... ... ... ... ..... ..... ..... ..... ...... ..... .... . CJ _ _......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... ... ... ..... .... .... ...... W T _ _ ___ ___ ___ .. ........ ......... ......... ......... . I __ ___ .... ..... ..... I ___ I ___ ___ ... 4" DOLIBLE SOLID LINE YELLOW � � I 4" DOIJ6LE SOLID LINE YELLOW POLY PREFORM (GROUND—IN) V 4" D�UBLE SOLID LINE YELLOW O N � i POLY PREFORIA (GROUND—IN) POLY PREFORIA (GROUND—IN) 7686 7630 7626 7622 �g�g � 7596 7590 7584 � 7572 7566 7560 7554 � NOTES: � �� ... PRO OSED OO FURNISH AND INSTALL O4 INSTNLL ORFWN BY: �� rnorvn� / DESIGNER: MPM ' ��'�� / COTTAGE GROVE �ING AND 3TRPING PLAN FILE N0. CZ � }535 �AO M HINTON AVENUE RECLAMAiION „e,ss I"`�. ��PEa�R .�E �A� a� �E s,A, � REO a� ME aR ��oEA M� EN�NEeA � ° <M"<o°RO` �Ery�EO PRO�E CHECKED BY: �PM c ae c ayPE SEH S � o-s 9 MINNEt7VTA � N0. BY DPTE REVISIONS pq »�3 �qsqp2 �-ren��om r JI�P �—�—� � �. , � �� V � �s reei ��N� � 'i L -�JJ � ____ _ __- _._ ___ . �--- ___ _- . :.J � � - N � � m � N m m 28+00 29+00 30+00 ... 3t+00 .. ........ .. . ............ . .... ... . ....... ... ........ � m ..... ..... .... ... , .... ...... .. 32+00 33+00 34+00 35+00 �.;.�. .... .... .... .. ...... ........ ... .. 36+00 ... II . ..... ...... ........ .... ........ ......... ........ ......... ...... ........ ........ ...... ..... .. .. ......... .�.�.�.�.�. m N ........ .... ............. ........ ........ ........ ...... N ......... ::::. .... ...... ...... ..... .... ..... ..... ........ ........ N _ _ _. .. .. ....... ........ .. .. .. . ..... il".— . . . �..-.. _ ..._ . .. .: . .��.. V ��.��.. i — — — — — — .�....... � �........ ~— — — — 7548 CITY OF COTTAGE GROVE 7755 '�� NOTES: ��. I�1 , 7756 � O2 SALVAGE TO THE CITY OF COTTNGE GROVE EXISTING / OO SALVAGE FOR REUSE ON THIS PROJECT V \ � „� iL w J� U O � � � I j' 4" BROKEN INE WHITE I POLY PREF M(GROUND-IN) POL IN) -: -- .. -.- -... -- -. ' ..-� -- - .... .... .... ._........ N `-� �''' -n �- m � — 28+ 0 — — 30+00 31+00 _ _ _ ��.� .��. �� ..�.�._ .. ... .... �:::: ..�..�.. ...... ...�.�. m I 29+00 32+00 33+00 � — I 3q+00 35+00 36+00 � — — � — � — — � N.... ...... .... .... .. � ... .... ..... ��-�-.. ._ _ _ _ _ _ _ _ _ _ .... .. .. .. :. .. ..... ___ ___ � ___ .. ___ .. � - - - _ .N .. . ..... � .. r _ _•• � �� I �� 4" DOl1BLE SOLID YELLOW 4' DOUBLE SOLID YELLOW POLY PREFORIA (GROUND-IN) POLY PREFORIA (GROUND-IN) — - — — _ _ ��. V _ _ _ _ ��. � �� 7548 CITY OF COTTAGE GROVE 7755 '�, � � NOTES: 7756 � �� O NRNISH AND INSTALL PROPOSED �' I O4 INSTNLL ORFWN BY: �� rnarvn� DESIGNER: MPM ' ��'�� CO�AGE GROVE �ING AND 3TRPING PLAN FILE N0. CZ NPM S � o � � � M HINTON AVENUE RECLAMAiION „e,ss Ac CHECKED BY: c ae c ay PE SEH S � o-s 9 MINNEt7VTA SAP �BO �}y N0. BY DPTE REVISIONS pq �� 3 �q5qp2 �-ren��om 7724 , JJJ �, .' old�Hai �5.� ao� H�1H" �� io ow�EO s�me is ree TRANSMISSION � �uu�rrnE� EASEMENT � 7305 � � 7319 O ' soz—a , I p � 1 ` I C-30fi ��dOlS� i � i� � I »8, `� � ��,� �� 1�� lo �u��0 ��yW�� I � �-� — —\.� I �� ` ° J �' � � � � �, , , --- i � � m 3�+00 38+00 39+00 40+00 .. .... 41+00..... ........ .. . ........ .... ......... ... ....... ..... .... ... � �t m m ..... . ... . ... ...... ...... .�.:.�. ..... ..... ..... az+oo aa+oo aa+oo as+oo y .... . ... .�..��. ...... ..... ..... , ... . ..... ...... ..... .,...... ...... � .... .... .... ...... ... .... , ... m ......... ........ ........ ...... ...... ........ ........ ......... .... ..... m N .... ... .. w .. ___ .... .... ...... ...... ...... ..... — F� — — \— — �' ' "� � � � � — � �t,� � — I��rr—� O -�''�-<� I �/ L � y J OIIDK�� If�l ��'' NOTES: ��d \�� O SALVAGE TO THE CITY DF COTTAGE GRDVE EXISTING O SALVAGE FOR REUSE ON THIS PROJECT TRANSMISSION '. '.. EASEMENT '� 7305 �i��Hai �. O ao� � 7319 soz—� uaiHno � a� �� uo dOlS M° I w J� �� s, o � U � 4" DOULBLE SOLID LINE YELLOW �w� tiO �� _ � 4" 6ROKEN LINE WHITE POLY PREFORIA (GROUND � POLY PREFORM (GROLIND-IN) Q 0 ? . � ... .. .. ... ... .. ... C O 6 ....... � ..... .... .... ..... � o .. ... . ..... .... ..... £ . ..... ..... .... ..... P � ... .. ... .. ... ... ... ...... ..... .... � m _ _ _ ...::: ...... ..... .... �.��.� ... ..... ..... :�:�:� ...... °' � 3�+00 38+00 39+00 ... 40+00 ... 4t+00 — — - ..... m 42+00 � :(T P.' �}+00 44+00 ..— � � 5+00 r _ � — � — � �� (n ^ m c �a — i � � � m n �:.... .�.�.�.�. ... ..... .. — — — � o N _ _ _ _ _ _ _ _F _ �:::: .�..�..�. ..... .�.�.�.�. ::::. .::... . .... .... .... C � \\ F V w I � � 24 SOLID LINE WH�E � � . �.�. .... .... .�' � POLY PREFORIA (GROUND—IN) a �' — — I ' `r � — — D � (Typ,) OI �'"� ZEBRA CROSSWALK MARKING D'� . POLY PREFORM (GROIJNO IN) C1� � 0 0; m � � ° o � � NOTES: 7336 �32� 7302 . Oi FURNISH AN� INSTALL (� TRANSMISSION = I �� v�ZC EASEMENT O INSTALL Cq O PEDESTRE N SSWALK P RO POSED FLASHER SYSTEM DETAILS ; oxnwu er: �� m��« � SIGNING A�D SiAIPNG PLAN /+^ � DESIGNER: MPM ' � M �� E �"` COTTAGE GROVE FILE N0. yL So � �„� � M HINTON AVENUE RECLAAAAI'ION 11B]95 a CHECKE� BY: MPM L mac u� ay vE SEH S o-s 9 MINNE�JVTA S`AP �—�—� � N0. BY DFTE REVISIDNS O41� 13 �45902 '�-senincrom NorES: � Z .. O2 SALVAGE TO THE CITY OF COTTAGE GROVE �. \ � _�� O SALVAGE FOR REUSE ON THIS PROJECT i I � O6 SALVAGE TO WASHINGTON COUNTY 9CO1e � � � �•\ N O � p � ST. LUKES coz s �� I �� LUTHERAN II II i � � CN�L=�J ! � ' � ' �000 I �dOlS l �a� � — �l J � , f o 1f1„ '' �n � � 11)� � � �'` � — `� l � JLJ d �M N l � / N � 1��I ��'� O � 0 /� � , I ',, � �� 0� p I^,N� � .... ..... .. a � � _ \ �� J� -- _- -- , ' –°�� -' 1 _ �— \ f m I �_ � J h � m 46+00 ... 4]+00 48+0a � ... ........ ........ .. . ......... ......... r 49+00 50 i 00 �`�� .... I .. ... ...... ...... ..... , .... ..... ... 51+00 S�y J�:i:] 53+00 5"y;00 , ...... .. ... ..... ... ..... _^ .. . .. , .... ..... I r. o . ....... ......... N......... ......... ......... ........ ......... A ...... ........ ......... ......... ......... ......... ......... ......... ............. ri ...... .. ......... ......... ......... � � l;< ..... ..... F - - ` f \ ,rSTOP� � - i- � �� ' � - --� _ _ � � � N �=� � �' N XCEL OII � II � � ' / ��mnv z =+ OQ�� oPS N �I�— II �o� �� y c-zo��e �� v I � JEHOVAH'S • � ENERGY L � � -" � � �� STOP � WITNESSES �, L�� — �� 7151 7051 �� ' �' ' EXISTING E�C / NOTES: ' ' � Oi FURNISH AND INSTALL �. \ ...... � � i O �. . � � - - O4 INSTALL . I i � REMOVE EX. STOP BNR MARKING & O � LANE LINES TO BEHINO CROSSWALK > ST. LUKES LOZ I � 7750 LUTHERAN a y 'dMO'TM ��Oa r� � �oo0 0��= o dOlS a� � TLIRN ARROWS w � O ° o . � .. POLY PREFORM N f� U O ' N � � O .... . � 4" DOUBLE SDLID LINE YELLDW (GROUND IN)(TYP) '• 4" BROKEN LINE WHITE I T �" „,,,� POLY PREFORIA (GROUND IN) � POLY PREFORM (GROUND IN) �� ! _ - - ' � - ' _. ' _ - � m � - ,�� -`` ' � 4s+oo .�..��— — — — �� .. � ......... ......... � � ZEBRA CROSSWALK MNRKING z — — — — — —� �� POLY PREFORM GROUND-IN) � �+oo ya+oa qy+oa sa+oa s�+oo say a� s3.� sr (TYP.) r' - o m � .. — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .... � � A Z i F – STOP � — – _ 4" DOTTED LINE WHITE . --- F � �� POLY PREFORIA (GROUND-IN) � 4 "�� °"� 4" SOLID �LINE WHITE � �� (J� STRIPE, 9� GAP) . �� J �� . . ' -207 POLY PREFORM (GROUND-IN) z .., + . . . �� .. . � .. y .. ... . , � � ON � �'.. XCEL On i�� O� .,. € O � � JEHDVAH'S �� 1 ENERGY �- � � STOP m WITNESSES O� m �� W � O oN 4" DOLIBLE SOLID LINE YELLOW � , 7051 �� '" POLY PREFqR1A (GROUND ��..IN) . � 7151 �� 4' SOLID LINE WHITE REMOVE EX. STOP 6AR MNRKING & EXTEND ��. �a1C-207 / ' � PROPOSED POLY PREFORM (GROUND-IN) LANE LINES TO 6ACK OF CROSSWHLK �� . ��. �" �� ORFWN BY: �� rnarvn� / DESIGNER: MPM ' ��'�� / COTTAGE GROVE �ING AND 3TRPING PLAN FILE N0. CZ NPM $o � � uNDER � M HINTON AVENUE RECLAMAiION „e,ss Ac CHECKED BY: c ae c ay PE SEH S � o-s 9 MINNEt7VTA SAP �BO �}y N0. BY DPTE REVISIONS pq �� 3 �q5qp2 �-ren��om � � �� o�a�� ----__�� o�a�� ----__�� ----__�� o�a0�� o�a�� ----__�� o�a�� osaa�� ----__�� ----__�� osaa��0�� osaa�� a0�� o�a�� osaa�� ----__�� o�am�� a�� o�a�� a�� 0�� osaa�� o�a�� SALVAGE AND INSTALL SIGN TYPE C POSTS MTG PANEL SIGN TOTAL NO. KNEE LEN HT � SIZE PANEL LEGEND NO. QUANT. & BRACES � �FT�� IN TYPE QUFWT. �FT.) �� ) G206 I 1 I 1-U ADOPT-A-ROAD v�ErROrRnNSireussroP (s� �IiV DOG LEASH RE�UIREMENTS (6) v�ErRO rRnNSir eussroP sroP (a) VO MOTORIZED VEHICLES (8) (9) WATCH FOR TRAFFIC S& I SIGN PANELS TYPE SPECIAL (SNS) POSTS SIGN NO. QUFWT. NO. &TYPE LEN. (FT.) PFW EL LEGEND ]Otl� S[S 5201 1 1-O 11 H�imm� Ave S TOTAL 1 � ORFWN BY: �� DESIGNER: MPM N CHECKED BY:`cnA NPM,. � SAWAGE SIGN TYPE C (3) rorn� QuaNrin TOTAL 22 SALVAGE SIGN TYPE C (5) TOTAL QUANTITY rorn� � PAVEMENT MARKING TABULATION ITEM UNIT TOTAL QUANT. PAVEMENTMESSAGE(LEFTARROW)POLVPREFORM-GROUNDIN EACH 4 PAVEMENTMESSAGE(RIGHTARROW)POLVPREFORIVlGROUNDIN EACH 2 PAVEMENT MESSAGE (RIGHT-THRU ARROW) POLV PREFORM-GROUND IN EACH 2 4"SOLIDLINEWHITE-POLVPREFORM(GROUNDIN) LINFT ]50 12"SOLIDLINEWHITE-POLVPREFORM(GROUNDIN) LINFT 200 24"SDLIDLINEWHITE-POLVPREFORM(GROUNDIN) LINFT 50 4" BROKEN LINE WHITE-POLV PREFORM (GROUND IN) LIN FT 1]20 4"DOTTEDLINEWHITE-POLVPREFORM(GROUNDIN) LINFT 136 4"DOUBLESOLIDLINEVELLOW-POLVPREFORM(GROUNDIN) LINFT 4825 CROSSWALK MARKINGPOLV PREFORM (GROUND IN) S� FT 828 DELINEATORS n,PE TOTAL LOCATON QUANT. X413 2 BELOW SIGN G15, ON POST NEARESTTO ROADWAV (10) GENERALNOTES: 1. POSTSLENGTHSAREAPPROXIMATEANDINCLUDEEMBEDMENT,BUTDONOTINCLUDEADDITIONALLENGTHRE�UIREDFORSPLICE. 2. SEE MNDOT STANDARD S GNS MANUAL FOR PUNCHING W DE AND DETAILED DRAW INGS OF TVPE C S GNS. 3. SEE MNDOT TRAFFIC ENGINEERI NG MANUAL (TEM) FIGURES 6 3A- C FOR STRUCTURAL DEfAILS. SPEqFIC NOlES: (1) MOUNTI NG HEI GHT IS MINIMUM. SEE MNDOT TRAFFI C ENGINEERI NG MANUAL (TEM) FIGURE 61 FOR TVPICAL MOUNTI NG. (2) MOUNT ON LIGHT POLE. (3) SIGNS NOT TO BE RE-USED UNDER THIS CONTRACT. SALVAGE S GNS TO THE CIiV OF W TTAGE GROVE. (4) BLACKONVELLOW-GREEN. (5) SIGNS NOT TO BE RE-USED UNDER THIS CONTRACT. SALVAGE S GNS TO W ASHI NGTON COUNTV. (6) MOUNT BELOW SIGN C-0. (]) MOUNT BELOW SIGN C5. (8) SALVAGE AND INSTALL EXISTING CLEARANCE MARKERS (INCIDENTAL). (9) MOUNTBACK-TO-BACK. (10) 9" HIGH X 6" WIDE, WHITE ON BLACK. (11) SALVAGE AND INSTALL EXISTING CVLI NDER DELINEATORS ON POST NEAREST TO ROADWAV (ING DENTAL). �°� �"� , � M��E� �°�° �� ,� , � COTTAGE GROVE, � s�iNC ,aNO s�aiPiNC Taeu�n,laN � �C2 � FINTON AVENUE RECLAMATION FILE N0. MINNESOTA 1e oa oa n�3� �,�` „o �` �as9az SEH " SAP 180 101-04 � i ' i' I' , I'' I ABANDONED DIRECT BURIED CABLES. PROVIDE 2" NIAC TO I....I� . RECONNECT AND COUPLE TO EXISiING 2' CONDUIT STUB �,� I ��.. OUTS FROM CONCRETE BASES; PULL (2)�4, (1)�6 GND I� �� I I � ��. THROIJGH CONDIJIT FROM POLE HANDHOLES AND TERIAINATE ��.. IN EACH POLE HANDHOLE TO NEW SPLICE BLOCKS AND .. I�' ......... ......... ��. FUSE HOLDERS. I N i �. � � I ABANDONED DIRECT BURIED CABLES. L-1,3 S I � I ..... �_.....1.3 � — — -- — .: O � � ' _ _ _ _ � ' �``-_- - - -- -- O� �-------- --------_----' - - - _ ' ,, , � ', �.-.-.`-. -.-.-.-.-.-: ° _._- � 0+ 0 . t+00 � ....... :+00.:. ........ ::::. 3+00 .�.�... O� 4i00 ... 5+00 � .::: ......... . .. ...... ........ ... . ...9i ' �— � � --� � —� — � � HINTON AVE. S. �t.a—�+oo '; ° _��_ ,ao > — _ _ _ _ _ a [n �_� 3 � _ � � I ~ Q . �. � � � : . � . ... � _ _ _ _ _ _ — — — —.— _ _ _ _._ — _. _ _' _ .— _ —..._._. � _ _ _ . ;_ _ � — — —'. . . ..— — —. . . . . . ��. . . . . .� . . �' .. . .. �.—.—.�._.� . . :�.. . . . --- �.. --- � �.�� .. — :_ —... _. — — — i: �. . --- -- —�.. f .::. .. ... .... . — i( .. PROVIDE 2" NMC TO RECONNECT AND COUPLE TO EXISTING 2" CONDUIT ST116 OUTS FROM CONCRETE 6ASES; PULL I < (2)p4, (1)p6 GND THROUGH CONDUIT FROM POLE �.... HANDHOLES AND TERMINATE IN EACH POLE HANDHOLE TO NEW SPLICE BLOCKS AND FUSE HOLDERS. DISCONNECT AND REMOVE EXISTING 120/240V iPH, 3W SERVICE CABINET. COORDINATE THE DISCONNECTION AND I I`� REMOVAL OF EXISTING SERVICE WITH UiILITY. � ? NOTES LE G E N D ��.. • RRF6 SYSTEIA (SEE SIGNAL PLANS) ��.. 1. IJNLESS OTHERWISE NOTED ALL CONDUIT SHALL 9E Y NMC SCHEDULE J{. EXISTING LIGHTING UNIT 40. 'X` ��. 2. PROVIDE 2" CAPPE� CON�l11T STU6 AS INDICATED. �C LIGHTING UNIT ��. 7. LIGHTING UNITS SHALL BE SET BACK AS DIRECTED BY THE ENGINEER. —' — UNDERGROUND WIRING IN CONDUIT � 4. 11NLESS OTHERWISE NOTED ALL CONDUCTORS SHALL 6E COPPER, NPE --- EXISTING CIRCUR DIRECT 6URIED CABLE PROVIDE 2" NMC TO RECONNECT AND COUPLE TO xHHW-2, (2)�6, (i)�je GND. ---- EXISTING CIRCUIT IN UNDERGROUND CONDUIT EXISTING 2" CONDl11T STU6S OUTS FROIA CONCRETE BASE; PULL (2)p4, (1)p8 GND THROUGH CONDUIi 5. COORDINATE SERVICE CONNECTION TO EXISTING TRANSFORMERS WITH - pqD MOUMED SERVICE CABINET FROM POLE HANDHOLES AND TERMINATE IN EACH . ""' ."""" AT """'� POLE HANDHOLE TO NEW SPLICE BLOCKS AND FUSE ��.. {{ * � EXISTING SERVICE CABINET TO BE REMOVED HOLDERS ��. 6. ALL CONDUIT ROADWAY CROSSINGS SHALL BE DIRECTIONALLY DRILLED. � O7 SALVAGE EXISTING POST TOP Ll11AINAIRE, PROVIDE NEW NPE 1 LED 'y� z5 OHIA GRDUND : WMIWIRE AS SCHEDULED. ♦ iD' GROUND ROD �� . ABANDONED DIRECT BURIED CABLES. Og SALVAGE EXISTING POST TOP LUTAINAIRE. SALVAGE LIGHiING POLE AND O HANDHOLE . POLE COLLAR FOR REUSE IN NEW LOCATION. � . � ABANDONED DIRECT BURIED CABLES LIGHTING UNIT NUAABER O9 INSTALL SALVAGED LIGHTING POLE AND POLE COLLAR IN LOCATION L-1,3 LIGHTING CIRCUIi NUTABERS 1 — __ __..._ �� I. SHOWN. PRWIDE NEW IYPE 1 LED LUTAINAIRE MOUNTED TO EXISiING � O L 1 3 POLE. F CONDUIT STUB O �� L-1,3�1 ;, �0 SALVAGE EXISTING SERVICE CABINET AND REMOVE CABINET BASE. OT ENERGY PROVI�ER TRANSFORIAER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ ~ _ _ �� PROVIDE A NEW CONCRETE BASE AND SERVICE CABINET AS SHOWN IN — — — — — — — — — —' —' —' —' � ' —' --� � — � — � — --- - _—_ _ _ = ��(. DETAILS. COORDINATE REIAOVAL AND INSTALLATION OF NEW SERVICE g KEYED NOTE �� .. �.�. � �k4 � WITH UTILITY. EXTEND ALL EXISTING LIGHTING CIRCUITS TO NEW SERVICE O ......... ......... ... ��. ......... ......... ... .. . .. ... .. CA6INET. 0o iwoo n+oo .... O9 .. i2+a� .... : ........ ......... .. : —� i — ��a+oo L' 3 __� � _�3+00_ —� OO � 11 RRFB SYSTEM HANDHOLE REFER TO SIGI�WL DRAWINGS. � HINTON AVE. S L-1,3 — — — — — — - �� _ — —`—.—.—.—.—.—.—.-.—.—.—. � �Z �` -- --- --- ---� ��--- --- �-- =�o�e ,s .ee� ORFWN BY: DNC rnarvn� 1 �y DESIGNER: �� c�NEEr+ uNOEa *HE �nw� ar �HE sn�E or uiNNESOrn // CO�AGE GROVE� LK�I"R�NG PLAN FILE N0. G 1 CHECKED BY: �EB mes u P[ J P 10 MINNESOTA ��N AVENUE RECLAMATION "a'ss N0. BY DPTE REVISIONS —�— �— e 8543 �EH WWW � NoTES: 1. IJNLESS OTHERWISE NOTED ALL CONDIJIT SHALL BE 2" NMC SCHEDULE 4D. 2. PROVIDE 2" CAPPED CONDUR STl1B AS INDICATED. 3. LIGHTING IJNIiS SHALL BE SET BACK AS DIRECTED 6Y THE ENGINEER. 4. UNLESS OTHERWISE NOTED ALL CONDUCTORS SHALL BE COPPER, IYPE XHHW-2, (2)�fi, (1)�8 GND. 5. COORDINATE SERVICE CONNECTION TO EXISTING TRANSFORMERS WRH wwwww www..www q7 �wwww O 7 SALVAGE EXISTING POST TOP LUMINAIRE, PRWIDE NEW IYPE 1 LED LUTAINAIRE AS SCHEDULED. O B SALVAGE EXISTING POST TOP LUMINAIRE. SALVAGE LIGHTING POLE AND POLE COLLAR FOR REUSE IN NEW LOCATION. O 9 INSTALL SALVAGED LIGHTING POLE AND POLE COLLAR IN LOCATION SHOWN. PROVIDE NEW NPE 1 LED LUMINAIRE IAOUNTED TO EXISTING POLE. 10 SALVAGE EXISTING SERVICE CABINET AND REMOVE CABINET BASE. PROVIDE A NEW CONCRETE BASE AND SERVICE CABINET AS SHOWN IN DETAILS. COORDINATE REMOVAL AND INSTALLATION OF NEW SERVICE WITH UTILITY. E%TEND ALL EXISTING LIGHTING CIRCUITS TO NEW SERVICE 6. ALL CONDUIT ROADWAY CROSSINGS SHALL BE DIRECTIONALLY DRILLED. CABINET. PROVIDE 2" NMC TO RECONNECT AND COUPLE TO EXISTING 2' 11 RRFB SYSTEIA HANDHOLE REFER TO SIGNAL DRAWINGS. CONDUIT STUB OUTS FROIA CONCRETE BASES; PULL (2)q4, (1)p6 GN� THROl1GH CONDUIT FROIA POLE HANDHOLES AN� iER1AINATE IN EACH POLE HANDHOLE TO NEW SPLICE 6L�CK5 AND FUSE HOLDERS. MAKE CONNECTION i0 BASE AS REQUIRED i0 ENTER POLE BASE. PROVIDE EXPOSED RSC CONDUIT AND DRILL POLE IF SPARE CONDUIT DOES NOT EXIST TO ENTER BASE. I��.... .........�_ ..... I �O Z w L 1.3 ......... L-1.3 � _ _ �Oj .... � — — —.....— — .— ..._...._ � —. — , _ �_ �. .. . .. .. .... _. --- _�;��_ . . . ... ..... . F — . ----_-- .. _--- . —_— .. —_ —..—�- --_---_--:;—_--__—�— �.— .. , . ,.. .. .. .. .. .. . — —._---..----�-->.___�—_ .—.�.—.—.��,_.�._ .. . . . �._.��_.�.—. ia+oo ......... ......... is+oo..... ..... ._e+oo ....... �., n+oo..... ......... ..... ......... ..... ......... �. .. ......... ......... .... .... .. ...... ... ,� —� �8+00 19+0a 20+00 � 2"I+00 2:�iJ(l 23+Oa � —� 1.3 � L 1.3 � � —� — —t —� � � � HIN70N AVE. S. ��.a O � 4 Tr — — — — — ' — ' - . - . — . — .�.�— . — . — ... . — . _ . — . _ .'— . — . — . — . `. . . . .J .... 9 . .. . .. .. �.�. :. - — � — — — — —'�.—'—'—'—'— — � — — — � �'—� . — — �. .. .. .. .. � �.. .. .. . .�� . . ��. . . �. .. . . . . :` . — — — — — --- --- - - �-- - O � \\ A6ANDONED DIRECT BURIED CA6LES PROVIDE 2" NMC i0 I g r � � � \ RECONNECT AND COUPLE TO EXISTING 2" CONDUIT STUB OUTS � � ' � . \ FROM CONCRETE BASES, PULL (2)�y4, (i)NB GND THROUGH I' 2" NAAC, 4�,y6, 2µ8 GND THROUGH� CONDUIT FROM POLE HANDHOLES AND TERMINATE IN EACH POLE CONDUIT FROM HANDHOLE TO PROVI IE HANDHOLE IN PLACE HANDHOLE TO NEW SPLICE BLOCKS AND FUSE HOLDERS. SERVICE CABINET � OF LIGHTING UNIT BASE. S �' � r � � / \ / ��.. W ��. REMOVE EXISTING CONDIJCTORS FROM 2" NIAC AND PULL a (2)p4, (1)�8 GND THROUGH CONDUIT FROM POLE ��.. � HAN�HOLES AND TERMINATE IN EACH POLE HANDHOLE TO . NEW SPLICE BLOCKS AND FUSE HOLDERS � � a ' z ' L 1,3 O � L-1,3 � — ......... � O— — — _ .. z O� .... ......... �..... .�� S ....... ....-... .... ......-. ......... _ _ _'_' `_ __ _� _ — __ __: __ 2�+00 �� ........ 24+00 ........ ... 25+00 ...... .... .... . ... ... 26+00 2� i 00 28+00 � — —� .4 ~ � — --�— �2.4 � — HINTON AVE. S. - — — — — — — — — — — �.—.—.—'.—.—.`: — � —.—.-.—.—.—. � ' ' I I I I I I � I � � I �!.: ..... ......... . _ � ' .... � — — — I�� I 1� ,O I I ` 12D/240V 1PH, 3W SERVICE CA6INET "A° �� EXISTING UTILITY SERVICE POLE OR TRANSFORMER PROVIDE 2" NIAC CONDUIT (3)p7/0 USE-2 s=oie �s �ee� SERVICE CONDUCTORS �WN BY: DNC rnarvn� J/ '�IGNER: D�C ��EER ��ER , �E �^� �f , �E �.^ �F M��E� J� COTTAGE GROVE LIGH7ING PLAN FILE N0. E : CKED BY: �Ea mes u PE SEH �"" �� MINNESOTA HINTON AVENUE RECLAMATION 16 � ,a E a dke. . nrci�ii rrnu N0. BY D�TE REVISIONS oo�e —�— �— �� No 8943 �� N�TES: 1. UNLE55 OTHERWISE NOTED ALL CONDUIT SHALL BE 2" NMC SCHEDULE 4D. 2. PROVI�E 2" CAPPED CONDUIT STUB AS INDICATE�. 3. LIGHTING UNIiS SHALL BE SET BACK AS DIRECTED BY THE ENGINEER. 4. UNLESS OTHERWISE NOTED ALL CONDUCTORS SHALL BE COPPER, TYPE XHHW 2, (2)/�6, (1)�8 GND. 5. COORDINATE SER'VICE CONNECTIDN TO EXISTING TRANSFORMERS WI1H sstss sstrssst q7 tsstt , 6. ALL CONDUIT ROADWAY CROSSINGS SHALL BE DIRECiIONALLY DRILLED. . . ` ........ �.. — - .��.12��240V iPH, 3W SERVICE Z \ - ....... ... CABINET "B .�.. 74TH S EXISTING UTILITY SERVICE POLE � ... �p . OR TRANSFORMER PROVIDE 2" NMC CONDUIT (3)#3�0 USE-2 �aa raai � � ::'�SERVICE CONDUCTORS \ i� _ `\\..:: ��:1 i � ABANDONED DIRECT BURIED CABLES. PROVIDE � � ��2" NMC FROM SERVICE CABINET TO CONCRETE �� \,�, BASE AND COUPLE TO EXISTING 2" CONDUIT �\ ABANDONED DIRECT BURIED CABLES. PROVIDE "S�C � .. SiUB OUTS FROA� CONCRETE BASE; PULL .\ 2" NMC FROM SERVICE CABINET TO CONCRETE /\ �� (2)�6, (1)�8 GND THROUGH CONDUIT FROM �� BASE AND COUPLE TO EXISTING 2 CONDUIT POLE HANDHOLES AND TERMINATE M EACH SiUB OUTS FROM CONCRETE BASE; PULL POLE HANDHOLE TO SPLICE BLOCKS AND FUSE \�:� ...� �, l�l�n f�1ua r.un nannlc i nun 's aun HOLDERS. .. ..\� ..... ,�� \ CONDUIT FROM POLE HANDHOLES yVV \'�� '�� TERAAINATE IN EACH POLE HANDHOLE i0 �—� \. SPLICE BLOCKS AND FUSE HOLDERS. ��> I � � � 2" NMC CONDUIT 2$6, 1�f6 GND FRDM RRFB `:�..� POLE TERMINATE M SERVICE CABINET "A" ;3 � � ABANDONED DIRECT BURIED CABLES. PR�VIDE 2 NMC 70 I RECONNECT AND COUPLE TO EXISTING 2" CONDUIT STUB \\ EXISTING CONDUCTORS IN NMC CONDUIT SHALL REMAIN AND REMOVE EXISTING CONDUCi0R5 FROM 2" NMC AND PULL OUTS FROM CONCRETE BASES; PULL (2)$4, (1)�B GND \ � I'' CONNECTED TO NEW POLE RISER WIRE, SPLICE BLOCKS AND (2)�4, (1)NB GND THROl1GH CONDUIT FROM POLE CIRCUITS 1 AND 3, AND (2)N6, (1)�{8 GND CIRCUITS 2 AN� I.1 FUSE HOL�ERS. HAN�HOLES AN� TERA�INATE IN EACH P�LE HANDHOLE TO 4 THROUGH C�N�UIT FRDA� POLE HANDHOLES AN� 1 � NEW SPLICE BLOCKS AND FUSE HOLDERS. TERMINATE IN EACH POLE HANDHOLE TO NEW SPLICE.�� I 1 2' NMC CONDUIT AND COUPLE TO EXISTING 2" BLOCKS AND FUSE HOLDERS �� _ �'-� CONDUIT STUB OUTS FROM CONCREiE BASE; PULL I � I I I (2)�4. (�)N8 GND CIRCUITS 1 AND 3, AND (2)�f6, (1)�B GN� CIRCUITS 2 AND 4, THROUGH CONDUIT �O � r FROM POLE TO HANDHOLE AND TERMINATE IN POLE � O O7 .� HANDHOLE TO NEW SPLICE BLOCKS AND FUSE e L -2 � 4 HOLDERS .. .. �}(. .. . � . . ... ..�L 14 � �.y -� �-. '1F .. _ __ _... .. . . . �. . .- . . . . ... .. .. ' .. .. .. ... . .. ��. � :. _ � _ _ _ _ � _ _ _ _ _ _ — - _ _ — _ _ _ � - . _ _ �.�. .... .. .. .. . .. . . L 1.3 : .. .. — —� .. .. �. ... . .. 28+00 29+00 30+00 � 3�+00 .. .. 32+�� . .. .. 33+00 34+00 ...... �� 35+00 .. .... 36+00 � � —� — t —� —�— — -�-- —� Z z,a HINTON AVE.' S. � , � �— e.a — � �— —� —— — — — — — — — — — — — — � — — — — — — — - — — — — —_ — — — — 7 = — _ _ _ _ _ _ — _ _ _ _ — _ _ -- - -- -�----� _�_ ,. , , � ,� � � 2" NMC CONDUIT 2�f6, 1#6 GND FROM RRFB � � POLE TERMINATE M SERVICE CABINET "A" � � I / EXISTING CONDUCTORS IN NMC CONDUIT SHALL REMAIN AND CONNECIED TO NEW POLE RISER WIRE, SPLICE BLOCKS AND FUSE HOLDERS. O 7 SALVAGE EXISTING POST i0P Ll11AINAIRE, PROVIDE NEW TYPE 1 LED LUMINAIRE AS SCHEDULED. O B SALVAGE EXISTING POST i0P LUMINAIRE. SALVAGE LIGHTING POLE AND POLE COLLAR FOR REUSE IN NEW LOCATION. O 9 INSTALL SALVAGE� LIGHTING POLE AND POLE COLLAR M LOCATI�N SHOWN. PROVIDE NEW NPE 1 LED LUMINAIRE MOUNTED TO EXISTING POLE. 10 SALVAGE EXISTING SERVICE CABINET AND REMOVE CABINET BASE. PROVIDE A NEW CONCRETE BASE AND SERVICE CABINET AS SHOWN IN DETAILS. COORDINATE REMOVAL AND INSTALLATION OF NEW SERVICE WITH UTILITY. EXTEND ALL EXISTING LIGHTING CIRCUITS TO NEW SERVICE CABINET. 11 RRFB SYSTEM HANDHOLE REFER i� SIGNAL DRAWINGS. -2,4 —_ --_—_ _ _�-...- 3� .. _--- l� —.. —.. _—�..._ _ � _— _ _ ..... 3�+00 ......... �� 38+00 .......... ........ �9+00 ......... ......... . ...... ..�...�. ......... ....... i _ ao+ao ai+oo � y�„ L_24� � —�— — �— —� —� — —� — i � . ... � HINTON AVE 5. � 4 —� — --� ..= __�.'_ _ .._ _..- � — � _ _ - _ _ _ — _ — � _ _ . 2 NMC CONDUII 2$8, 1#8 GND FROM RRFB � �� P�LE TERMINATE IN SERVICE CABINEi "A" ��. I �, oanwni ev: onc : Df51GNfR: DAC �. cr+ecueo ev, � COTTAGE GROVE, mP6 U `` SEH �wre"'°°`°m 'o-519 MINNE aOTA oa�e —/ / u� Nd ke. 8943 LEGEND � RRFB SYSTEM (SEE SIGNAL PLANS) � EXISTING LIGHTING UNIT � LIGHTING UNIT — � — UNDERGROUND WIRING IN CONDUIT --- EXISTING CIRCUIT �IRECT Bl1RIED CABLE ---- EXISTING CIRCUIT IN UNDERGROUND CONDUIT � PAD AAOUNTED SERVICE CABINET � EXISTING SERVICE CABINEf TO BE REMOVED �il� 25 OHM GRDUND � 10' GROUND ROD � HANDHOLE � LIGHTING UNIT NUMBER L-1,3 LIGHTING CIRCUIT NUMBERS F CONDUIT STUB � ENERGY PROVIDER TRANSFORMER O g KEYED NOiE LIGFi11NG FLAN I ri�E No. E`.3 HINTON AVENUE RECLAMATION 1 BJ 95 46 , , / �z , �--- ii ii � =�ae ,s �ee EXISTING CONDIJCTORS IN NIAC CONDUIT N � SHALL REAAAIN AND CONNECTED TO NEW � EXISTING CONDl1CTORS IN NIAC CONDUIT �� SHALL REMAIN AND CONNECTED TO NEW POLE RISER WIRE, SPLICE BLOCKS AND N��. I FuSE HOLDERS. . POLE RISER WIRE, SPLICE BLOCKS AND � �b�� 90y �� = FUSE HOLDERS. .9�� /�,� —910 ' � � � �� { (( � 915 �� i � . ��. �'� If 912 ... .....�' .. 1 ` .. 9 .. . . . . 1 ` . . D .. . �.�� 1 . — .. . . . � L 24 90 9�8 � � ip^ `;� ' L-2.4 I �. ��. ... ....— — ..— � .... ..— ......... ......— ......... � � — — L 2.4 ... ...... � � �-2,q ��. _____ — .. .. -- ... . .�. . .. — .. — . — — — — _ ... .. .. � .. ______�__ ..�4 __`__�_ � . . . , . . .. .. .. . . .. .3f --__�—__.�__ __�—..�: ` __—__—_._—__—_�...---��..__—.. a2.^o � _�a+oo _ �� 4 ..... y .....0 ��` — a�+coHINTON 9 E. S...... a�+oo _ _�e.00 O7 �..... ... aei oo �... .,, ,,, �� .... :, � a3+oo O7 ... . � �, � z 4 45+00 7 6 So+oo ' 7' 5i+oo � � � � O L�2.4 —� _ r �_— _ — ._\� `YL '�9 /'��...'_'_'-'_'_'._'_'_' _ ` � _ _ �.� . � ... .. '1� .. _ — _ _ — _ _ _ — — — � ... . ... --- , _ �__�._._<�._._. ;o �--_ _ _ _� -�cE-;---__—_-__- -- — - �, � --- � + o� _ � N��. �� . ��. . � �. �. ��. ��. . . .. . . .. ��. .... . .... .... �. ��.. I ��. ��. ' Nores: LE GE N D �. ��. 1. 11NLESS OTHERWISE NOTED ALL CONDl11T SHALL BE 2" NMC SCHEDULE 9 RRF6 SYSTEIA (SEE SIGNAL PLANS) 4D. v 7�C EXISTING LIGHTING UNIT ��. 2. PROVIDE 2" CAPPED CONDUIT SiUB AS INDICATED. � ��. LIGHTING UNIT EXISTING CONDUCTORS IN NMC CONDUIT I . ��. 3. LIGHTING IJNRS SHALL 6E SET BACK AS DIRECTED 6Y THE ENGINEER. UNDERGROUND WIRING IN CONDUI7 SHALL REIAAIN AN� CONNECTED TO NEW �.�� I �. ��.. —' — POLE RISER WIRE, SPLICE BLOCKS AND FUSE �� 4. UNLE55 OTHERWISE NOTED ALL CONDUC10R5 SHALL BE COPPER, NPE HOLDERS ..��. XHHW-2, (2)�6, (1)�6 GND. --- EXISTING CIRCUR DIRECT BURIED CABLE � 5. COORDINATE SERVICE CONNECTION TO EXISTING TRANSFORMERS WITH ---- EXISTING CIRCUR IN UNDERGROUND CONDUIi ww�wwww wwwwwww.. q7 www�www, - L-2,4 PAD MOUNTED SERVICE CABINET 4 � �.. 6. ALL CONDUR ROADWAY CROSSINGS SH4LL BE DIRECTIONALLY DRILLED. � EXISTING SERVICE CABINET TO BE REMOVED ��— � �� J �. ��.. O7 SALVAGE EXISTING POST TOP LUTAINAIRE, PROVIDE NEW NPE 1 LED �II� 25 OHIA GROUND � .. �� .. �'�� . LUTAINAIRE AS SCHEDULED. '----------- ----- �. F 1D' GROUND ROD � �� O8 SALVAGE EXISTING POST TOP LUAAINAIRE. SALVAGE LIGHTING POLE AND �� ........ ..'� � ��. POLE COLLAR FOR REUSE IN NEW LOCAiIDN. O HANDHOLE si..oa . s �� 7 ,- . ___ __�_� _� _loa �� -- 54+0o O9 INSTALL SALVAGED LIGHTING POLE AND POLE COLLAR IN LOCA710N � LIGHTING UNIT NUTABER '. L-2,4 � � SHOWN. PROVIDE NEW TYPE 1 LED LUMINAIRE AAOUNTED i0 EXISTING � HINTON AVE. S. ��. � ��. POLE. L-1,} LIGHTING CIRCUIT NUTABERS �—.— --.—� �� .. iD SALVAGE EXISTING SERVICE CABINEi AND REIAOVE CABINET BASE. F CON�l11T STU6 —.�� PROVIDE A NEW CONCREiE 6ASE AND SERVICE CABINET AS SHOWN IN 0 ENERGY PROVIDER TRANSFORIAER �\� . DETAILS. COORDINATE REMOVAL AND INSiALLATION OF NEW SERVICE .. ��. '� �` �.� .. WITH UTILITY. EXTEND ALL EXISTING LIGHiING CIRCUITS TO NEW SERVICE O KEYED NOTE ' � � CABINET. � — — — � � � � � � I ( �� 11 RRF9 SYSTEM HANDHOLE REFER TO SIGNAL DRAWINGS. _ � . . � _ _ I I.. . .. I .: � ��. I i ORFWN BY: DNC rnarvn� 1 DESIGNER: �� c�NEEr+ uNOEa *HE �nw� ar �HE sn�E or uiNNESOrn // CO�AGE GROVE� LK�I"R�NG PLAN FILE N0. E4 CHECKED BY: �EB mes u P[ J P 10 MINNESOTA ��N AVENUE RECLAMATION "a'ss N0. BY DPTE REVISIONS —�— �— e 8543 �EH WWW � ', I ORFWN BY: DNC '. DESIGNER: DPC � CHECKED BY: JEB ABANDONED DIRECT BURIED CABLES. PROVIDE 2" NMC TO RECONNECT AND COl1PLE TO EXISTING 2" CONDl11T STIJB OUTS FROM CONCRETE 9ASE5; PULL (2)�4, (1)�6 GND THROUGH CONDUIT FROIA POLE HANDHOLES AND TERMINATE IN EACH POLE HANDHOLE TO SPLICE 6LOCKS AND FIJSE HOLDERS. _ _�_—_....._—_ .._�_--_�...:_—� .:.. --_:.:�� F00 103+00 ��. �04+p0 ��. ��. � � — — �_--__ I �_—___._.. ��. �06�00 �� 10�+ I � NOTES: 1. UNLE55 OTHERWISE NOTED ALL CONDUIT SHALL BE 2" NMC SCHEDULE 4D. 2. PROVIDE 2 CAPPED CONDUIT STUB AS INDICATED. 3. LIGHTING IJNIiS SHALL BE SET BACK AS DIRECTED 6Y THE ENGINEER. 4. UNLE55 OTHERWISE NOTED ALL CONDUCTORS SHALL BE COPPER, IYPE XHHW-2, (2)�6, (1)�6 GND. 5. COORDINATE SERVICE CONNECTION TO EXISTING TRANSFORMERS WITH ssrss sssrsss� q7 rssss , 6. ALL CONDUIT ROADWAY CROSSINGS SHALL 6E DIRECTIONALLY DRILLED. O 7 SALVAGE EXISTING POST TOP LUMINAIRE, PROVIDE NEW IYPE 1 LED LUTAINAIRE AS SCHEDULED. O 8 SALVAGE EXISTING POST TOP LUMINAIRE. SALVAGE LIGHTING POLE AND POLE CDLLAR FOR REIJSE IN NEW LOCATION. O 9 INSTALL SALVAGED LIGHTING POLE AND POLE COLLAR IN LOCATION SHOWN. PROVIDE NEW NPE 1 LED LUMINAIRE IAOIJNTED TO EXISTING POLE. 1� SALVAGE EXISTING SERVICE CABINET AND REMOVE CABINET BASE. PROVIDE A NEW CONCRETE 6ASE AN� SERVICE CABINET AS SHOWN IN DETAILS. COORDINATE REMOVAL AND INSTALLATION OF NEW SERVICE WITH UiILITY. EXTEND ALL EXISTING LIGHTING CIRCUITS TO NEW SERVICE CABINE7. 11 RRF6 SYSTEIA HANDHOLE REFER TD SIGNAL DRAWINGS. N LEGEND � RRFB SYSTEM (SEE SIGNAL PLANS) # EXISTING LIGHTING UNIT J�C LIGHTING UNIT — � — UN�ERGROl1ND WIRING IN CON�l11T --- EXISTING CIRCUIT DIRECT BURIED CABLE ---- EXISTING CIRCUIT IN 11NDERGROUND CONDl11T � PAD IAOUNTED SERVICE CA6INET � EXISTING SERVICE CABINEf TO BE REIAOVED �il� 25 OHM GROUND � 10' GROUND ROD O HANDHOLE � LIGHTING UNR NUTABER L-1,3 LIGHTING CIRCUIT NUMBERS F CONDUIT ST116 0* ENERGY PRWIDER TRANSFORMER O g KEYED NOTE EN�NEEa �NOER .�E�°�"�a�,�E nA,E o� me= ��u PE�� rom ,�s,96 � COTTAGE GROVE, � ��mNC P�a,N � F��E uo. � E5 MINNESOTA ��N AVENUE RECLAMATION "a'ss oa,e —%% �� o "`a9a3 SEH w 4s ABANDONED DIRECT BURIED CABLES. PROVIDE 2" NAAC TO A6ANDONED DIRECT BURIED CA6LES. PROVIDE 2" NMC TO �� RECONNECT AND COUPLE TO EXISTING 2" CONDUIT ST116 RECONNECT AND COUPLE TO EXISTING 2" CONDUIT STUB OUiS �� OUTS FROM CONCREiE BASES; PULL (2)�4, (1)p8 GND THROUGH CONDUIT FROM POLE HANDHOLES AND TERMINATE � I FROIA CONCRETE 6ASES; PULL (2)�4, (1)�6 GND THROIJGH ��. IN EACH POLE HANDHOLE TO SPLICE BLOCKS AN� FUSE CONDIJIT FROM POLE HANDHOLES AND TERIAINATE IN EACH POLE ��. HOLDERS. HANDHOLE TO SPLICE BLOCKS AND FUSE HOLDERS ��. HEMINGWAY AVE. a+00 202+00 203+p0 204+00 205+00��. 206+00 � 20�+00 208+00 208+25 � _ �------------------ --�----------- ---`=-----.�---------�.� - - - � i I � i � i �� i N � � __ . � � ��. I ��. . N I .... ... .. . _ NOTES: LEGEND 1. UNLESS OTHERWISE NOTED ALL CONDUR SHALL 6E 2" NIAC SCHEDl1LE � RRF6 SYSTEM (SEE SIGNAL PLANS) 40. � EXISTING LIGHTING UNIT 2. PROVIDE 2' CAPPED CONDIJIT STU6 AS INDICATED. � LIGHTING UNIT 3. LIGHTING UNITS SHALL BE SEf BACK AS DIRECTED BY THE ENGINEER. — � — UNDERGROUND WIRING IN CONDUIT I 4. UNLESS OTHERWISE NOTED ALL CONDUCTORS SHALL 6E COPPER, iYPE XHHW-2, (2)�6, (1)�B GND. --- EXISTING CIRCUIi DIRECT BURIED CABLE � 5. COORDINATE CONNECTION TO EXISTING TRANSFDRIAERS WITH ---- EXISTING CIRCUIi IN UNDERGROUND CONDUIT {***�** *�{ ***** AT ****��*� � PAD MOUNTED SERVICE CABINET A6ANDONED DIRECT Bl1RIED CA6LES. PROVIDE 2" NMC TO RECONNECT 6. ALL CONDUIT ROADWAY CROSSINGS SHALL BE DIRECTIONALLY DRILLED. AND COUPLE TO EXISTING 2 CONDUIT STUB OUTS FROM CONCRETE �� EXISTING SERVICE CA6INET TO 6E REMOVED BASES; PULL (2)p4, (i)�8 GND THROUGH CONDUIT FROIA POLE O7 SALVAGE EXISTING POST TOP LUMINAIRE, PROVIDE NEW IYPE 1 LED ,�� 25 OHIA GROUND HANDHOLES AND TERAAINATE IN EACH POLE HANDHOLE TO SPLICE LUMINAIRE AS SCHEDIJLED. BLOCKS AND FUSE HOLDERS. ♦ 1D' GROUND R0� OB SALVAGE EXISTING POST TOP LUMINAIRE. SALVAGE LIGHTING POLE AND HEMINGWAY AVE. S. POLE COLLAR FOR REUSE IN NEW LOCATION. O HANDHOLE ,)(. O9 INSTALL SALVAGED LIGHIING POLE AND POLE COLLAR IN LOCATION LIGHTING UNIT NUM6ER '}f --- SHOWN. PROVIDE NEW NPE 1 LED LUAAINAIRE MOUNTED TO EXISTING � POLE. L-1,7 LIGHTING CIRCUIT NUTA6ERS � 10 SALVAGE EXISTING SERVICE CABINET AND REMOVE CA6INET BASE. F CONDUIT STUB PROVIDE A NEW CONCRETE BASE AND SERVICE CABINET AS SHOWN IN 0 ENERGY PROVIDER TRANSFORIAER DETAILS. COORDINATE REMOVAL AND INSTALLATION OF NEW SERVICE WITH UTILITY. EXTEND ALL EXISTING LIGHTING CIRCUITS TO NEW SERVICE O KEYED NOTE CABINET. I 11 RRFB SYSTEM HANDHOLE REFER TO SIGNAL DRAWINGS. �z ORFWN BY: D�C ssarvn� 1 Q DESIGNER: �� c�NEEr+ uNOEa *HE �nw� ar �HE sn�E or uiNNESOrn // CO�AGE GROVE� LK�I"ITING PLAN FILE N0. EV CHECKED BY: �EB mes u P[ J P 10 MINNESOTA ��N AVENUE RECLAMATION "a'ss N0. BY DPTE REVISIONS —�— �— e 8543 �EH WWW � UTILIN METER - 2D0 AMP 3-�3/0 AWG 120/24DV UTILIT' SOURCE 6Y CONiRACTOR ', I ORFWN BY: DNC '. DESIGNER: DPC � CHECKED BY: JEB PHOTOCELL TERMINAL BLOCK PANEL MAIN z4 SPACES BREAKER MINIIAUM tOD/2P L2 L1 TEST SWITCH OFF� LIGHTING 15A AUTO CONTACTOR TEST 3DA/tOP 30A/2P BREAKERS C L1 LIGHTING L2 CIRCUITS 1,3 �� 1 LIGHTING �z J CIRCUITS 2,4 �� EXISTING LIGHTING CIRCUITS L2 (VERIFY NUMBER IN FIELD) �� EXISTING LIGHTING CIRCIJITS L2 (VERIFY NUMBER IN FIELD) �� 1 LIGHTING �z J SPARE i5A/iP 6REAKER �� RRFB SYSTEM IN CABINET "B" _ SPARE IN CABINET "A' TYPICAL SERVICE CABINET "A" AND "B" SCHEMATIC (4� 5�6 X 18 ANCHOR RODS W/ 4" IAIN. FULL THREAD HOi DIP GALVANIZED, B" MIN. THREADED END 30 GROIJND ROD 4' 1 --�2� SERVICE CONDUIT BRANCH CIRCUIT CONDUITS, TYP CAPPED CONDUIT 36" X 30" STUB NOT TO SCALE EQUIPMENT PAD DETAILS (SERVICE CABINET FOUNDATION) � LEFT SIDE VIEW O METER SOCKET FRONT VIEW DANGER HIGH VOLTHGE 6D" � 3 p01NT LATCH W/ LOCKING PROVISIONS ��4�� Z4�� 24 T 18 I 18x RIGHT SIDE VIEW O WINDOW FOR PHOTO CONTROL, SIDE AND REAR � STAINLE55 STEEL HINGES INTERIOR COMPONENTS e 12D/240V, 1 PHASE, 3 WIRE HAND-OFF-AUTO � SWITCH IAOUNTED ON HINGED DEADFRONT e 0 INTERIOR COMPONENTS MOUNTED ON 6ACK PANEL BEHIND HINGED DEAD FRONT SERVICE CABINET NOTES ia° io" ir 1 A PROVIDE IAETER SOCKET PER IJTILIIY COMPANY REQIJIREIAENTS. B. CIRCUIT BREAKERS SHALL BE 120/240 VOLT AC, 6DHZ AND SHALL BE CLEARLY IAARKED WITH THE "ON' AND 'OFF" POSITIONS AND IDEMIFIED WITH THE L�AD HASE LAYOUT WHICH IT IS CARRYING. NDT TO SCaLE C. SHORT CIRCUIT RATING - 22,000 AIC SYMMETRICAL. D. 3-POSITION SELECTOR SWITCH ALLEN 6RADLEY �800T-J2A. CABINET CONSTRUCTION E. CIRCIJIT CONTACTORS SHALL HAVE A 24� VOLT RATING, WITH 120 VOLT COIL. -NEMA 3R -INTERIOR COIAPONENTS MOl1NTED ON BACK PANEL F. PROVIDE PANEL WITH DIMENSIONS AS REQUIRED TO FIT EQUIPIAEM PROPOSED. 9EHIND DEAD FRONT -1/B" ANODIZED ALUMINUM (DURANODIC �314) G. PROVIDE A 25-OHM GROUND AT CABINET AS PER NEC. -NEOPRENE GASKETE� DODRS -STAINLESS STEEL HARDWARE H. 60TH PHOTOELECTRIC CONTROL AND RS SOCKEf SHALL BE 3 TERIAINAL, -ETL LISTED IN ACCORDANCE WITH ULSDBA POLARIZED, TWIST-LOCK IYPE. IT SHALL BE EOUIPPED WITH A AAOVRO IYPE LIGHTNING ARRESTER. I. CABINEf SHALL BE IAANUFACTURED BY POVOLNY SPECIALTIES INC. 651.452.7135. J. COORDINATE **•** SERVICE CONNECTION(S) WITH •***' AT *•***'••**. SERVICE CA8INET DETAILS EN�NEEa �NOER .�E�°�"�a�,�E nA,E o� me= ��u PE�� rom ,�s,96 � COTTAGE GROVE, � ��mNC P�a,N � F��E uo. � E7 MINNESOTA ��N AVENUE RECLAMATION "a'ss oa,e —%% �� o "`a9a3 SEH w 4s � � N m 2 ' � O i I 0 a a � 0 � in O � v I I I POLE DETAIL ',IDRFWN BY: DNC '. DESIGNER: ONC � CHECKED BY: JEB O.D. LIGHT POLE SHAFT FA6RICATED FROM fi0fi3-T4 ALUMINIJM TUBE (LIGHT POLE ASSEMBLY IS HEAT TREATED TO T6 CONDIiIDN AFTER WELDING) O.D. x .125" WALL ST ALUMINUM HANDHDLE '.E "HANDHOLE DETAIL" CAST ALUTAINUTA ANCHOR BASE W/ SPIJN ALUMINUM COLLAR (SEE "DETAIL A' & "DETAIL B") (4) 3/4"-10 x 17" LG. FULLY GALVANIZED ANCHOR 60LTS (IAIN. YIELD STRENGTH 55 K51) � 9 1 /4" EQUIPMENT SCHEDULE SYAABOL DESCRIPTION LAMP S�IJRCE AAOIJNTING OPTICS MANUFACTIJRER & SERIES � LIGHTING UNIT IYPE 1 70 WATT EXISTING POLE �ypE III HOLOPHANE POSi TOP - JL LED LUMINAIRE ON EXISTING 40DOK AND CONCRETE LUTAINAIRE: XXXX �� ROUND ALUMINUM POLE BASE POLE - POLE: EXISTING LIGHTING UNIT IYPE 2 70 WATT 15'-6" POLE ON 1YPE III HOLOPHANE POSi TOP - y. LED LUMINAIRE ON ROIJND 40DOK CONCRETE BASE WIAINAIRE: XXXX T!' ALUAAINUM POLE HOLOPHANE - POLE: 150830504T4 60LT CIRCLE PER 24" DIA. CONCRETE BASE W/ POLE AAANUFACTURER 2" FOUNDATION EXPOSURE ANCHOR BOLT BY POLE SUPPLIER 6RIJSH /'�>tit•� Wq5HER5 PER SURFACES. MNDOT MIX 3Y43. =\ � Q Q ti� 5/8" 0 COPPER COATED � GROUND ROD WITH CLAMP & �6 BARE COPPER WIRE, SEE PLAN ��. e � FOR GROUND ROD LOCATIONS r�� _ (4) 1" DIA. x 1 15�16" LG. 6 il�i6" BOLT SLOTS 5 5/i6" 9 1/2" DIA. IAAX. 60LT CIRCLE NOTE: NUT COVERS NOT SHOWN + 7 1/2 DIA. MIN. BOLT CIRCLE SEE "HANDHOLE DETAIL" SECTION B—B . i �4 BARS, fi'-�' LONG TOTAL = 4 BARS � 6 I I 2'-0" m- POLE BASE DETAIL EN��NEEa �NOER,�E =.A.E o� me= �� PE�� =e��rom ,o-s,96 � COTTAGE GROVE, � ��mNC P�o,N � F��E uo. � E8 MINNESOTA HINTON AVENUE RECLAMATION 110J95 oo,e —%% �� o "`a9a3 SEH w 4s REUISED SYSTEM NDiES: 1) LOCATION OF NEW LOOP DETECTORS & PEOESiRIAN PUSH BUTTON STAiIONS SHALL BE DETERMINED IN 1NE FIELD BY THE ENGINEER. 2) & SNPLACE. A SEPARATE PAY ITEM HAS BEEN INCLUDE� FOR ADJUSTING EXISTING HANDHOLES 1, 7. AND 9 TO FINISHEO SURROUNDING GRADE, SNOULD ANY OF THESE HANDHOLES BE IMPACTED BY NEW PEDESTRIAN CURB RAMP/SIDEWALK WORK. SEE SPECIAL PROVISIONS & STATEMENT OF ESTIMATEO �UANTITIES. 3) NEW LOOP DETECTORS �4-7, D4-2, AND 04-3 SHAL BE FURNISHED AND INSTALLED BY CONTRACTOR IN NON-METALLIC CONDUIT (SEE SPECIAL PROVISIONS). CONIRACTOR SHALI REMOVE INPLACE SPLICE K�TS IN HANDHOLES 1& 2A (FOR INPLACE LOOP DEiECTORS �4-t, D4-2, AND D4-3), AND SHALL FURNISH AND INSTALL NEW SPLICE KITS IN TrIE1R PLACE. 4) ALL ITEMS OP 1H15 SIGNAL SYSTEM ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE, EXCEPT WHERE BOXED IN OR DENOTED WITH �. 5) ALL CABLES, CONDUCTORS, CONDUIT, & HANDHOLES ARE INPLACE AND SHALL BE REUSED & MAINTAWED INPLACE EXCEPT AS OTHERWISE NOTED ON PLANS. 6) CONTRACTOR SHALL MAINTAIN OPERATION OF THIS SIGNAL SYSTEM AT ALL i1MES, UNLESS OTrIERWISE APPROVED BY ENGINEER TO BE TURNED OFF. 7) CONTRACTOR SHALL COOR�INATE ALL SIGNAL INSTALLATION WORK `M7H HINTON AVENUE WORK TO BE COMPLEiED BY OTHERS AS PART OF THE � COMPLETE PROJECT. 2"N.M.C. INPLACE WIT}i $1a nN PULL WIRE - (FOR FUNRE INiERCONNECT B7 OTrIERS) PVC LOOP DETECTORS NUMBER SIZE (FT.) LOCAiION STA'NS D2-1 6x6 220� INPLACE D2-2 6x6 220' INPLACE D4-1 2-6x6 120' F& I � D4-2 2-6xfi 5' & 20' f& i D4-3 2-6x6 -5� & 5' F& I DS-1 6xi2 50' INPLACE D5-2 2-Bxe 5' & 25' INPLACE D6-1 6x6 220' INPLACE D6-2 6x6 220' INPLACE � � LOCAiION = OISTANCE FROM STOP BAR OR CROSSWALK TO FRONT OF DETECTOR. 3 � I � �, � H.H.2A To H.H.3: �� 1 1/4" N.M.C. I (ABANDONEO) � I I �. � 8) F& I= IiEMS TO BE FURNISHED AND INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT. 9) AL� VEHIIXILAR SIGNAL FACES ARE INPLACE & SHALL BE REUSED, MAINTAINED, AN� MADE OPERATIONAL AS SHOWN (ALI. LEO). 10 CON1R C O - A T R SHALL REUSE EXISTING "McCAIN ONE ) SECTION PEDESIRIAN SIGNAL HOUSINGS AN� VISORS, SHALL SALVAGE ExISTING "HAND/WALKING PERSON LENSES, AND SHALL FURNISH & INSTALL NEW LED COUNTDOWN TIMER "HAND/WALKING PERSON INDICATIONS IN THEIR PLACE. SEE SPECIAL PROVISIONS FOR FURTHER INFORMATION. 11) SEE DETAILS FOR FURTHER INFORMATION REGARDING NEW PEDESTRIAN PUSH BUTTON STAl10NS TO BE FURNISHED AN� INSTALLED BY CONiRACTOR (WI1H NEW APS PEDESTRIAN PUSH BUTTONS). c:i - �--�_'--------------------- p. �� ' i ii li ? � 'ii i: f N ' F&I � i D4-1 t ?i �a-� �t 2A �-� j� i ° v � �i � ii � 'i ii I 'I I: ii �. I ji '� i� � jE i'r. ��ei. - � � :� � ii� il i� � �j i � ��. � �! � ii I II d 1 i � ii � 2 �:.� 0 �1 i� � } I it � i, D � .�v H.H.h TO H.H.9: �- - 3"N.M.C. ' 3-12 $12 1-3 c $12 2-3/ #20 a-z/�qia _ z-t/�g7o (�uM)= � �c CABINET TO SO .-- �_ c � H.H.4 TO H.H.4P I� . '(f6 _ 80}h S{feet South 3"R.S.C. — �`46 EW — . — (35 mph) - � 2-2/�gia . I 1 ' I :� .�—�^�^_...,- - . . � . .... _ ...._ . . � . � .. .. .. .. . :. ..�.. - AA NI _ 1�1 I_ 2 _ 0 — 1 - ` I � a x j — EQUIPMENT PAD FOUNDAiION CONTROLLER AND CABINET SIGNAL SERVICE CABINET BATTERY BACK-UP CABINET-MOUNTED ON NORTH SIDE OF CONTROLLER CABINET SERViCE CABINET TO WEST: 2"N.M 3- �� SERVICE CABINET TO CONIROLLER CABINET: INPLACE CONDUIT 2-1/ i-1/ Br.Gr. SER�ACE CA6INET TO H.H.9: 2"N.M.0 4-1/c//10 (LUM) CONTftOLLER CABINET TO H.H.1: 3"N.M.C. 1-12/ #12 F & I - 2-2/c$14 3-3/c//12 5-2/c/j14 ' CONTROLLER CABINET To H.H.9: 3"N.M.C. �-, j �#,z 2-3 c#12 3-3/c//20 4_2 � �4 /# C INPLACE -� (MAINTAM �� INPLACE) I I ' . H.H.i TO H.H.2: i H.H.2 TO H.H.2A: � i t/4" N.M.C. t-2/c$14 ��t� ecaia �o t�=� !V O F& I APS PUSH 6UTTON STATION (SEE DETAILS) 1-APS PUSH BUTTON & SIG (RT ARROW) (PB6-1) E%TEND INTO H.H.t: 2" CON�UIT . 1-2/c#14 ]� F& I APS PUSH BUTTON STATION (SEE DETAILS) t-APS PUSH 9UTTON & SIG (LT ARROW) (PB6-2) E%TENO INTO H.H.7: 2 CONDUIT I _ 1 2/c/f14 �,�= H.H.i TO H.H.7: � ' 3"N,M.C. .-. - /� �-iz/�A�z F & i -i-s/�qia '/ ) 3-3/c/k12 H.H.7 TO H.H.B: ' .'. �A z-2��#�' _ 1 7/4" N.M.C. � . 2-2 c 14 '. � �- ' _ _ _ _ _ _ _ - - _ _ _ _ _ - _ _ _ _ _ - � � B � �� I ��.� �� M.H.6A TO H.H.7: _ . _ _ _ Dfi-1 - �I 3"R.S.C. ,� i o\ i-s/��/iz D6-2 I . .\ � . ... _. ., -2 z-3 � 1+160 V I` GOO J-_ 1 fl2�5EVP f-__.J�-__—_I—_�__---I-----} +---+--- -=--- - - -- ---' +----I---- D2-2 - �- - — - . . <-t g — . 2-z .. � . � — 80th Street South — — � — �__ — — _ _ � w 6_3 Z mP h\ . D2 - � � . � � ' ' I . H i . z-t 4-z � " � ............................................... - � ......._... ... ' .. . . . . .. ... . . . _.. .. .... . _ ..... . . ...... .. — — -- _. . . ._,_.. �� . .... . , .. ...... . __ � � ' ' , . .... . .. . �. ----- -- — ----- — — _ --�� `' � O �• SIGNAL HEAD PHASING . . ... .. ... � . . ..... . . _ _ .......'. . . ... . .. . _.. ....... _.. ...._.__ .;_..,...._. . . . .. . . .. .._ ... . . .. .... :. . . , _ 2 3 21 4-1 _. . ....... , ....... . . . . � H H.4 To H.H.5 U � .� � � R R �. 3"N.M.C, , � • ' ' 3-t�c#12 - ' . . . ' ' . H.H.S TO H H.6: 1-3 c�y12 . � � _ , , , ...-.. _ 1 1/4" N.M.C. , .. . ..2_3��Zp .._ . .._..... .._... ' _ . .. ..... . ...... .. .... .. .. . .. . .... .. Y Y ...:... . ......._ i ;'. .1 �� .,. ..� .. . . ..<�A� G G 2-2/c#�4 p_Z��q ... �r 1 . � . � . . . - 2-1/c�/10 (LUM) ' . . .' � . CONTROLLER PHASING, PEDESTRIAN � � � - � � INDICATIONS AND PUSH BUTTONS INPLACE PEDESTAL FOUNOAiION . 05 G � 05 � . OO (MAINTAIN 10' PEDESTAI POLE AN�,BASE � • O INPLACE P115H BUTTON Hinton nvenua INPLACE) NPE 2A (SALVAGE) - OO 05 N4 ,� O SIGNAL SYSTEM OPEftATI0N5: R9-3 SIGN PANEL-FACING POLE 1 INPLACE pEDESTRIAN PUSH BUTTON STATION (ftEPAIR INPLACE LED SIGNAL FACES "NO RIGHT NRN ON RE� WHEN (REMOVE)I & REPAVE IMPAC'fED CONCREiE MEDIAN) q�L SIGNAL IN�ICATIONS P (Ci)�1 �� ¢P(C2)Z -SIGNAL SYSTEM FLASH MODE IS ALL RED. PEOESTRIANS ARE PRESENY' SIGN INPLACE PULL BACK EXISTING 7-3/c$12 CABLE TO SIGNA� FACE ARE 12". PANEL-NORTH SIDE OF POLE H.H.6A, TAPE ENDS, COIL IN HANDHOLE, OO P6-Z P �B1)� OO ONE WAY EW DETECTOR AN� LIGHT- � AND LABEL "SPARE CABLE" R Y G Y G P .-NORMAL OPERAPON IS 4 PHASE, WITH q70P PEDESTAL POLE 44 . � pq_7 c� � PHASE 5 BEING AN EASTBOUND PROTECTEO/ EXiENDE� INTO H.H.5: () ABANDON 1 7/4'� R.S.C.�(CAP END IN 2-1, 2-2 O O O - � PERMISSIVE LEFT TURN PHASE AND ALSO HANDHOLE 6A) p_3, 2-4 O O O b C _�5,za C 3"N.M.C. 4-i O O O�'� P4 q sourHeouNO Prto�c�o/aeRMissive � t-tz/�#�z SEE NEXT SHEET FOR REMAINDER j m2b � eam straet OVERLAP RIGHT NRN PHASE. �_ � �u,�,�.18Q-1�.-DO4 4-2 O O O � Lamta ped � 3 _�Hic�E sicNn� PHnsES 2 aNO s oPERaTe , OF POLE NOTES (POLES 1 3� rJ� CffY PROJE�7 NO. 2012-007 6-1, 6-2, 6-3 O O O push buHo�s O P84-3 O ON RECALL. - a eM1Own. gz � � -- - un wns rA� � er pc oR uuom �.rc REVISE SIGNAL SYSTEM S,�f � �RAWN 6Y: JMG nHO cMN Sm qo sSioNn� FIIS N0. � CorrAG� G�OVE, � DESIGNER: �� `� //� j � �; IM'ERSECTION LAYOUT s� na�ss � w MINNESOTA gOTH STHEEf AT HINTON AVENUE �� CHECKEO BY: CES o� " �ohn M. Gray, P,E .userin«om �o-sis �ESIGN TEAM Na. BY DAIE RENSIONS �ote: 4 �»�� 3 Llc. No. 2245� ' � REVISE SIGNAL SYSTEM—GENERAL POLE NOTES APs AWF BL BVBLK BLK 8LK/R 8LK/WH c.o. CH. SW. CLR 02 i ca.9.i oEc DWK EQ.G EvP Fai FL FYP FYLA G G/8LK GLA CRN GR. RD. GRA GTA HH HPs IMC IND wP INS. GR. JB �Eo �HT LIJM NEU NMC 0 0/BLK PI-I (e.g.) PB PB2-I (e.g.l PEc PED PVC RED R&S R/BLK RLA Rsc s a i SOP SPR ST LH7 STA sw SWD TDW wH WH/8LK WH/R WLK YEL YLp YRA pccESSie�E PEOESTRiaN sicNA� ADVANCED WARNING FLASHER BLIIE BLl1E WITH BLACK iRACER BLACK BLACK WITH RE� TRACER BLACK WITH WHITE TRACER COl1N1 DOWN CHECK SWITCH CLEAR oETECTaR cPHASE z, No. ii oECREEs �ON'1 WALK EOl11PMENT GROUN� EMERGENCY VEHICLE PRE FURNISH AND INSTALL FLASH/FLASHING FLASHING YELLOW ARROW FLASHING YELLOW LEFT ARROW GREEN GREEN WITH BLACK TRACER GREEN LEFT ARROW GREEN INDICATION GROl1ND ROD GREEN RIGHT ARROW GREEN THRIJ ARROW HANOHa�E HIGH PRESSURE SODIUM INTERMEDIATE METAL CON�UIT INDICATION iNP�ACe INSULATED GROUND JUNCTION BOX ucH7 eMil7iNC oiooE ucH7 LIJMINAIRE NEUTRAL NONMETALLIC CON�IJIT ORANGE ORANGE WITH BLACK TRACER PEDESTRIAN INDICATION (PHASE I, N0. I) PUSH BUTiON PIJSH BIJT70N IPHASE 2, N0. Il PHalae�ec7Ric ce�� PEDESTRIAN Po�vvwr� cH�oRioe �caNOwn RED INDICA710N REMOVE AN� SALVAGE RE� WITH BLACK 7RACER REO �EFT pRRaw Ricio sTEE� coNOUiT sA�vACE ANO wsTA�� SOURCE OF POWER SPpRE STREE7 LIGHT STA710N swilcH SWITCHED 1e�ePHaNe oROP wiRe wHiTE WHITE WITH BLQCK TRACER WHITE WITH RED TRACER WALK YELLOW INDICATION YELLOW LEF7 pRROW YELLOW RIGHT pRROW I �RFWN BY: JNG DESIGNER: JMG CHECKED BY: CES � $ � ��\ , // / FO � � � � �/ �/ �/ HANDHOLE E0. G CONNECTION EVP CONFIRMATORY LIGHT EVP DETECTOR EVP �ETECTOR & CONFIRMATDRY LIGHT FIBER DP71C VpIJL7 LIJMINAIRE N0. SIGNAL BASE N0. SIGNAL FACE NO✓FLASHER FACE N0. SPLICE VIDEO DETEC110N MICROWAVE DETECTION SONIC DETEC110N FOR PLANS AND UTILITIES SYMBOLS SEE TECHNICAL MANl1AL � iNP�ncE P9a Po�E FouNOn�ioN (MAINTAIN TYPE P90-A-25-D30-9 (DAVIT AT 355°) iNP�ncE) wMwaiRe-zso w r+PS w/cr+K swilcr+ (iao�) oNE wnv sicNA�-ovERHEAo TYPE 10B-POLE MOUNTED 2�0' R9-3 SIGN PANEL-FACING POLE 2 STREET NAME SIGNS-POLE MOUNTED 180° "NO RIGNT TURN ON RED WNEN PEDESTRIANS ARE PRESENT" SIGN PANEL-POLE MOUNTED 180' TYPE D SIGN PANEL-OVERNEAD ONE WAY EW �ETECTOR AN� LIGHT (06) EXTENDED INTO H.N,9: 3'N.M C 1-12/cy12 1-3/c�20 2-1/c�'10 (LUM) iNa�nce "r+nNO/wn�KiNC PERSON° �ENS (�envE (sn�vnce)� r+ousiNC/visoR iNP�ncE) 1-PEDESIRIAN PUSN BUTTON AT 180' INPLACE PE�ESTRIAN INSTRlIC110N STICKER (ReMOVe)I scN n1 ,ao° F & I 1-COUNTDOWN TIMER "NAND/WALKING PERSON' LED LENS QNSTALL IN EXISTING PEDESTRIAN SIGNAL NOUSING) PLUG NOLE WHERE PUSN BUTTON USED TO BE 0 TABULATION OF SIGNAL QUANTITIES TOTAL ITEM NO ITEM UNI7 ESTIMATE� QUANTITY 25Fi5.602 ADJUST HANDHOLE EACN 3 2565.602 PEDESIRIAN PUSH BUTTON STATION EACH 1 2565.616 REVISE SIGNAL SVSTEM SVSTEM 1 2585.616 PEDESIRIAN CROSSWALK FLASHER SYSTEM SYSTEM 1 STANDARD PLATES - SIGNAL SYSTEMS 7HE FOLLOWING STAN�AR� PLATES, APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION, sHa�� APP�v oN 1His PRO�ec1 PLATE N0. DESCRIPTION ► 8110 E TRAFFIC SIGNAL BRi CKETING (POLE MOIJNTEDI ► elll E TRAFFIC SIGNAL BRACKETING (PEDESIAL MOUNTE�) (3 SHEETS) ► 8112 G PEDESTAL FOUNDATION (1RAFFIC CONTROL SIGNAL51 ► 8114 A PVC HANDHOLE/PULLBOX WO VEHICLE LOA�I (2 SHEET51 ► eizz F PeoeslA� a Peoesln� easE �FaR 1RAFFic coN1RO� sicNA�s suPPORn ► 8132 B PREFORME� RIGID PVC CONDUIT LOOP DETECTOR �E1AIL5 �3 SHEET51 ►= STANDARD PLATE APPLIES TO THIS PROJECI. cll NEW PEDESTAL POLE FOUNDATIONS SHALL BE CONSTRUCIED TO BE 5-FOOT �EPTH eELOW GROUND LINE FOR PE�ESIRIAN CROSSWALK FLASHER SYSTEM WOT 36-INCHES AS CALLED FOR ON STANDARD PLATE 8112 Gl. � O (MA NTAEN TYP�E P1�00-A U S 9(DAVIT AT 355') iNP�nce) wMwniRe w nPS w/cHK swiTCH (nT ieo�) 2-ONE WAY SIGNALS-OVERNEAD (0', 18' FROM END OF MAST ARM) TVPE 20B-POLE MOUNTED 2�0° Rio sicN PnNe� 10 z TYPE D SIGN PANEL-OVERHEAD ONE WAY EW �EIECTOF AN� LIGHT (02,5) EhTENDED INTO N.N.S: 3 N,M,C, 2-�2/cy�2 �-3/�yt 2 1-3/cy20 2-1/cy10 (LUM) iNP�ACe "nnNO/wA�KiNC PeRSON° �eNS (�eAVe �sA��A�E>I �a�s�N��soR �NP�A�E� 1-PEDESIRIAN PUSH BUTTON AT 2�0' INPLACE PE�ESTRIAN INSTFUCTION STICKER (REMOVe>1 sicN n1 z�o� F & I 1-COUNTOOWN TIMER "HANO�WALKING PERSON" �EO �ENS (wsrn�� iN exisliNC PeoeslRinN sicNn� nousiNC) 1-APS PUSH BUTTON & SIGN (LT ARROW) (PB4-3) AT 2�0' O iNP�nce Peoesln� vouNOnliaN O (MAINTAIN 10' PEDESTAL POLE AND BASE iNP�nce) 1vPE �o "NO RIGNT TURN ON RED WNEN PEDESIRIANS ARE PRESENT" SIGN PANEL-EAST SIDE OF POLE Eh1ENDED INTO N.N.�: 2"N.M.C. 1-12/c�12 2-3 /c}�12 INPLACE 2-"HAND/WALKING PERSON" LENSES �sA��A�E�l «EA� �o�s�N�s,�saRS �NP�A�E> 2-PEDESTRIAN PUSN BUTTONS INPLACE 2-PEDESTRIAN INSTRUCTION STICKER (ReMOVe)I sicNS (NOR1r+/wES1 sioes oF Po�e) F & I 2-COUNTpOWN TIMER "HAN��WALKING PERSON" LE� LENSES (INSTALL IN EXiS�iNG PEOESTRiAN SiGNAL HoUSiNGS) i-nPS PusH eurroN & sicN (R1 nRROw) (Pea-�)-wesl sioE oF Po�E PLUG NOLE WNERE PUSH BUTTON USED 10 ee (NOR1H sioe ov Po�e) S.A.P.180-101-004 CfTY FROJECT NO. 2012-001 ER ^ "�� M��E�� °�' �� ,� , � � COTTAGE GROVE, � Revise sicNa� svsreM � � g� _ FILE N0. � � FEUE3TRIAN CROSSWALK FLASHER SYSTEM �ia�ss ' SEH 5� MINNESOTA a , e ai,�i,s �,� �„ `� �zzan UETAILS AND NOTES 46 PEDESTRIAN PUSH BUTTON STATION ANDDIZEDC Lf1AMl R CA� � PUSH BIJTiON PREFORAAED JOINT FILLER BETWEEN SIDEWALK OR CONCRETE AREAS NND CONCRETE FDl1N�ATIDN � 3' REFLECTIVE SHEETING DRILL 25/69' HOLES 12) FOR BLIND iHRENDED INSERi ACCESSIBLE PE�ESTRIAN PUSH BUTTON UNIT DRILL 3/9" HOLE FOR WIRES 3' REFLECTIVE SHEETING 9" TRNDE SIZE DINMElER NLIJMINUM SHNFT ISCHEDl1LE 9D ALUMINUM) SHALL BE SPUN FINISHED SHALL HAVE ANODIC CDATING AS PER MIL-A-8625C FOR TYPE II, CLNSS I CONiING. -NOTCHED I/16' DEPTH NROUND POLE, I.5" i0 2'ABOVE THE THREADS PRIOR i0 NNODIZING. r NDIAINAL 9' NATIONAL PIPE THREADS IN.P.TJ / NS REDUIRED NT END OF PIPE. NPPLY ANTI / CDIAPDIJN� PRIDR TD ASSEIA6LY. LNNDING OR I/2' ROUNDED RNDIUS SIDEWALK I NREA UNPAVED � GREA OR GRDl1N� LINE :.�.1 �.: '�. � APPROX. 2 . 1• ;,�. � 4"FEAANLE THRENDED R.S.C. COl1PLING 160TH ENDS) FLIJSH WITH CONCRETE ' _ SURFACE � 9" R.S.C. THREA�E� AT TOP �� CONCRETE WIiHIN 4' R.S.C. \� RIGID PVC CDNDUIT SWEEP �"'� � .'..� .. � . L 2• P�� __ CONCRETE MIX ' IB" 3A32 OR EOUAL DIAMETER NOTES: - PLNCEMENT AND ORIENTATION OF THE P115H BUTTON STNTION IS CRITICNL. AAOl1NT THE Bl1Ti0N 50 THAT THE FACE IS PARALLEL WITH iHE ASSOCIATED CROSSWALK. SCREW IN PDST TO A TIGHTENED POSITION BEFORE IAOUNTING ACCESSIBLE PEDESTRIAN PUSH BUTTON UNIT i0 THE PDST. - BLIND THRENDED INSERTS IRIVET NUT) AAUST BE INSERTED IJSING AAANl1FNCiURERS SPECIFIC INSTALLATION TOOL. ND OTHER MEiHOD DF INSTALLATION IS ACCEPTABLE. - BLIND THREADED INSERTS SHALL BE ZINC PLATED STEEL WITH I/9 - 20 11NC THREADS. INSERT SHALL - BE SIlITGBLE FOR 11SE ON G MOl1NTING Sl1RFGCE WALL THICKNESS OF 337'. APPROVE� BLIN� THRENDED INSERTS CAN BE FOUND ON THE AAN/DOT OUNLIFIED PRODl1CT5 LIST. - IADl1NTING BDLTS SHALL BE I/9 - 20 STAINLE55 STEEL. APPLY BRUSH ON ANTI SEIZE CDIAPOUND TD BOLTS PRIOR TO ASSEMBLY. - APPLY N BEN� OF 100% SILICONE SENLNNi ALONG THE TOP OF THE PLISH 8L1TT�N L1NIT WHERE li COMES IN CONTACT WITH THE 9' POST. - - THE REFLECTIVE SHEETING SHALL 8E WHITE AT INTERSECTION CORNERS AN� SHALL BE YELLOW WHEN 115E� IN CENTER ME�IANS. SEE MN/�OT SIGNING OIJGLIFIED PRO�l1CT5 LIST IOPL) FOR NPPROVED SIGN SHEEiING. - ANTI-SEIZE CDIAPOl1N� IAl15T BE 11SE� ON THE IADl1NTING BDLTS WHEN THE PEDESTRIAN SIGN IS MOIJNTE�. lO THE CONCRETE FOl1NDNTION SHALL BE CASi INPLACE NND CONSTRUCTED FLIJSH WITH 1HE SURROUN�ING SIDEWNLK. 6' CROSSWALK A^ c� J 3 ao T c'i � 0 N f D x GUIDELINES FOR LOCATING APS PUSH Bl1TTON5: - THIS IS A GENERAL DETAIL INTEWFD TO SHOW THE REOUIREMENTS OF APS PUSH 6UTTON LOCATION. FOR PROJECT SPECIFIC DETAILS RECARDINC PEDESTRIAN RAMP LAYOUT, SEE THE PEDESTRIAN CURB RAMP AND SIDEWALK DETAILS. - 9UTTONS SHALL BE WITHIN 5' OF THE OUTSIDE EDGE OF THE CROSSWALK. - THE FACE OF THE BUTTON SHALL BE PARALLEL WITH THE CROSSWALK. - A MIN. 4'X4' LANDING AREA SHALL BE PROVIDED ADJACENT TO EACH BUTTON. - BUTTONS SHALL BE WITHIN 10' OF THE BACK OF CURB OR EDCE OF ROADWAY. - BUTTONS SHALL BE AT LEAST 10' APART. 5' MAX 8' WALK lO 9'X9' MINIAAUM LANDING NREA NDJNCENT i0 PUSH BIJTTON. 12% SLOPE AAAX.) O2 RNAAP - SLOPE IS% PREFERRED B% MNX). O3 CURB TAPER SECTIDN Ai I:10 110%) IHEIGHT OF Cl1RB IS TAPERED TO 0'). O4 DETECTABLE WARNING SIJRFpCE ITRl1NCAiE� DOMES) - RNDIUS SECTIONS WHERE SPECIFIED. O5 �ISTANCE FROM THE BNCK OF CIJRB TO PUSH BUTTON STATIDN. TYPICAL APS PEDESTRIAN PUSH BUTTON LOCATION saP iso-ioi-ooa crrv F�ecT No. zoi2-oot oenwu ev: �uc o„", „ ma°« � REVISE SIGNAL SYSTEM jS3 . DESIGNER: �M� ER ��/�" ar � M �� E �"` COTTAGE GROVE FILE N0. CHECKED BY: CES 51 /YI � � E � �o-s�9 AFS PUSH BUTTON UETAILS ti0]95 , „«,,,., .,.,. No. ar onle rsevisious a � e . aini�s �,� Na � zzan SEH �`"`°�"""°m MINNEJ�TA gp7ry STREET AT HINTON AVENUE 46 zo 3�� ' O EpUIPMENT PAD FOUNDATION �� PVC LOOP DETECTORS e a ieet - NOTES: ii �f C CONTROLLER AND CABINET 1) ALL HANOHOLES ARE PVC HAN�HOLES WITH METAL FRAMES NUMBER SIZE (FT.) LOCATION - � I j� :i SIGNAL SERVICE CABINET ,- ANO CoVERS, EXCEPT THAT HANDHOLES 3 ANO 8 HAVE D2-1 6x6 220' � , �� , BATTERY BACK-UP CABINET-MOUNTE� CONCRETE COVERS. �� • 'ii D2-2 6x6 pp0' �� } ON NORhI SIDE OF CONiF20LLER CABINET �T � � �; SERVICE CABMET TO WEST: 2) EACH SIGNAI FACE HAS 6ACKGROUND SHIELD. D4-1 6x6 120' ' �� ;i . �� . 2"N.M.C. , , 3) ALL VEHICULAR SIGNAL INDICAnONS ARE LED. D4-2 2-6x6 5' & 25' I �� q 3-1/c//6 .. . �4-3 2-6x6 -5' & 5' H.H.2A TO H.H.3: _�� 'f � �; SERYiCE CABINET TO CONTROLLER CABINET: � � 1 1/4" N.M.C. I�� INPLACE CONDUIT 4 ALL PEDESTRIAN INOICATIONS ARE ONE-SECTON DS-1 6x12 50' , ( ;� N !� Z-�/c/J6 ' ) (ABANDONED) "NAN�/WALKING PERSON" INDICATIONS (LEO HAND). �5-2 2-6x6 5' & 25' „ � �' I�� f �-��c/J6 Br.Gr. D6-1 6x6 ppd' � � d'� r i SERYiCE CABINET TO H.H.9: D6-2 6x6 220' I �: �• d E ii 2"N.M LOCAiION = DISTANCE FROM STOP BAR ii ¢,�,� i� 4-7/ $10 (LUM) 2A� ;�--� �I � , � CONiROLLER CABINET TO H.H.1: O PEDESTAL FOUNDAlION OR CROSSWALK TO FRONT OF DETECTOR. -' � 5 10' PEDESTAL POLE AND BASE � c 3"N.M.C. . � il z ii �_�p��#�.2 TYPE 1D 3-3/c#12 Z-PED`cSTRIAN PUSH BUTTONS & SIGNS P90 POLE FOUNDATION I �� , �� ' g_Z��4 "NO RIGHT TURN ON RED WHEN - O TYPE P90-A-25-�30-9 (�AVIT AT 355') �- PEDESTRIANS ARE PRESENT" SIGN � CONTROLLER CABINET TO H.H.9: LUMINAIRE-250 W HPS W/CHK SWITCH (180') . I '� il �, PANEL-EAST SIDE OF POLE ONE WAY SIGNAL-oVERHEAD I �' � . �� . .4 'N. Z .C. 1z ' E%iENDED INTO H.H.7: T1PE 10B-POLE MOUNTED 270' � I# 2"N.M.C. i-PEDES7RIAN PUSH BUTTON & SIGN � I �j � j� 3-3/c� o �-�Z/ #iz . ' R9-3 SIGN PANCL-FACING POLE 2 ��: i; - 4 _ z ��#� q 2-3/c/j12 STREET NAME SIGNS-POLE MOt1NTE0 180' � � i � ' '� - ' "NO RIGHT NRN oN RED WHEN PEDESiRIANS �*�-�--� .•' H.H.1 To H.H.2: ti� / �'I, � H.H.2 TO H.H.2A: ARE PRESENT" SIGN PANEL-POLE MOUNTED 780' ' � U /,, �• � ��q^ N.M.C. ' ' ' ' TYPE D SIGN PANEI-OVERHEAD � � I jj� 1 �. ;' �-p�c//14 '� pEDESTRIAN PUSH BUTTON STATION (4"R.S.C.) ONE WAY E� DETECTOR AND LIGHT (06) �\ � �I I �� . ' � ' 1-PEDESTRIAN PUSH 6UTTON & SIGN EXTEN�ED INTO H.H.9: ' ' ' 3"N.M.C. . � f� � �I _ � EXTENDED INTO H.H.6A: ,I � 'i - 1 1/4"R.S.C. 1-1 zr N� H.H.4 TO H.H.9:� �� H.H.9 TO H.H.7: - I 11 - 1-3/c#12 � 3°N.M.C. 2 M li 3"N.M.C. ._... - - � � � s-iz S�z l i �!; � �� iI i-tz/�Niz ; � � 2-7/c]�70 (LUM) 1-3�#12 I i p i �, . 3-3/cj�i2 . . - H.H.7 TO H.H.8: ' � . Z' # tl ' 2-'2/�$� � � 4-2/ 14 O .I , 1 1/4c N.M.C. c � 2"N.M.C. INPLACE W1TN k10 1Vd PULL N�RE Z-7/c�10 (LUM) � �', : • ,i� ' � �' ' . . ..� z/ #t4 .. (FOR FUNRE INIERCONNECT B7 DiHERS) _ `� � i `. � � -"- � . � , , � ... . . . . S , :� � � . , � �.. --..... _ .............. . _... : -`: -- ,. r ;� y ° -- ----- ------------ — - - - �� ; --- s � _,_:_ ----------- ---- -- ' r �s � SERVICE CABINET TO SOP: ?-9 � ' '2`N.M.C. �H.H.4 TO H.H4A� '� \ : Q HH.6A To H.H.7: — _ — DB-1 _ � 80{h Sfl'eef SoufYl 3"R.S.C. , A6 EVP �' . � �3"R.ScC �p D6-2 s-i/�qs — 2-2��pia � �, 0 �-'/ R�z � — � - (35 mph) ' . _ ' � �� - e-z � . .\\ -� � � - �'- i . ' � '.�.`. . _ _........_.._....._...._._.;......._.... I . � � ...........:.:� • _� . ... . . ...... . - . _ � . � . . . . 's .. . . . . .:::.. . . ....... . . . .. .�. . . .. .. �.. . . .. . . � . ... _.., � �..:.. .. . .. � 4A _. � O � b� i Y-3 . _ ps I o5-2 ; � �-� �nn � � -��69 � �i�-��9 - -�� +160 I 20� 1 ---F . -I --F----+ 1+120 �2=z i-----I - - -=1 �- - � -_'-f-- mz.5 Ev�-�----f---- I - -f-- - - —}- . �-� g _ .2'2 - . — SOth Street South — — — �.. 'o' � '_ _ a L �__ -- — .— 6-3 Z � (35 mph) � _ N ^ � v � 4-2 . . , ��. n , . . 2-1 . - . .... v DZ-1 _ _ _ ........ _ _ �_ _ � _ ................................. _ _........ _ SIGNAL HEAD PhiA51NG � .. . . _ _ ,.: � --- --- -- — — ---- —� -- � � � 6 ` . . ._.... , .... . 2-3 2-4 4-1 .. . , W �. ... . � O.. _... ...... 5 3 _ , _.. . �:. h . .. ....... ... .. .... .... .... . � ' '. H.H.4 TO H.H 5.. O � . � �. a � . 3 N.M.G . � ' _ , i b I ' 3 i�c�/12 � � � . I . . ' . ' . a H.H.5 TO H N.6: 1 3 c�12 . . .. . �� 1 1/4" N.MC. ' 2-3/c#20 '____. . _ ._..._ .._.... . � . . -' . . .. r .. . . . . . .. .. .. . .. . . .. .. , � .. .. ... ..... � �;. :.;.. .....�_ - ' � � �. ..- , ..,. R R . �A�^ m2 Y Y 04 __— — � 2-2/c#14 .�.-- 2-2 /cfl 14 .. 4 . � .. � . G G ' , '- 2-1Ic$10 (LUM) ' CONTROLLER PHASING, PEDESTftIAN - � pEOESTAL FoUNDAnON �� I P100 POLE FOUNDAiION ps m5 INDICATIONS AND PUSH BUTTONS O 10' PEDESTAL POLE AND BASE 3 O 7YPE P100-A-35-D30- (DAYiT AT 355') G G � . N � zA . LUMINAIRE-250 W HPS W/CHK SWiTCH (AT iB0') � Himm� Avenue R9-3 SIGN PANEL-FACING POLE 1 2-ONE WAY SIGNALS-OVERNEAD (0', 18' FROM END OF MAST ARM) ° NO RIGHT NRN ON REO WHEN 7ypE 2oB-POLE MOUNTED 270' INPLACE LED SIGNAL FACES - 05 m4 � SIGNAL SYSTEM OPERA�ONS: PE�ESTRIANS ARE PRESENT" SIGN � � �-PEDESTRIAN PUSN BUTTON & SIGN � ALL SIGNAL IN�ICAiIONS ��, pa¢ � PANEL-NORhi SIDE DF POLE R70-12 SIGN PANEL-ADJACENT TO 2-3 ARE 12". 07 -SIGNAL SYSTEM h7A5H MODE SHALL 6E ONE WAY EVP DETECTOR AND LIGHT- SIGNAL FACE Ps- Pas-z ALL RED. TPE D SIGN PANEL-OVERHEA� PB6-1 ATOP PEDESTAI POLE (04) ONE WAY EVP �ETECTOR AN� LIGHT (02,5) R Y G Y G i Ps-1 -NORMAL OPERATION IS 4 PHASE, Vf�TH E%TENDED WTO H.H.5: EXTENDED INTO H.H.5: � 2-�, 2-2 p p O -- I � pq-� �546 PHASE 5 B[ING AN EASTBOl/ND PROTECTED/ 3 ' 3"N.M.C. - 2_3, 2-4 O O O'C C`� ' PERMISSIVE LEFT NRN PHASE AND ALSO 1-72 c#12 NOTE� `iiilS �LAN SHEET IS BEIfdG PROVIDED Z-12 c#12 aBa-z 4-1 O O O��J - 05,2� fO 4 A SOl1THB0UN0 PROiECTEO/PERMISSNE �_3��0 1-3�//12 I 0z�' P¢3 eoth straet OVERLAP RIGHT TURN PHASE. �R INF'ORMATIONAL PURPOSES ONLY. �-3/ - S.A.R'. 990_1�y_op� 4-p � O O O -VEHICLE SIGNAL PHASES 2 AN� fi SHALL 2-i/c#10 (LUM) �� P�� 9 .t�+�_�� 6-1, 6-2, 6-3 O O O' i OO � FB4-a OO OPERATE ON RECALL - . �I �MC i x�+ ccAnn �xn� TMr aua was aawaam��r pE�goNm Mr INPLACE SIGNAL SYSTEM $$5 � ORAWN BY: oia[c�slu oN M' M'o'IxaT i nu n ouLV uc q FlLE N0. � oESienea: wax H Ex rMe uws or �xe s�n� a uinxrsarn. � ptionc: s9 cz000 oa ��GE eiROV�� Fp�q INFORMATION OPILY na�ss JMG s v NiFa _—_ 41 CES dohn M. Groy, P.E sT. FAUL MN 55110-5136 < cHecKeo er: �'�' 3 3 ��oT� SOTH STAEE(' AT HINTON AVENUE �� / �«��.� .�.�, N0. 6Y �AiE _ _ _ _ _ _ kEN510N5 Date: � 4 �� c, No. 224�� "`"w"`eM1inecom PeoESrRinN cROSSwa�K F�asr+eR svs1EM No7ES FIELD WIRING DIAGRAM 1) LOCA710N OF FOl1NDATIONS AND NANDNOLES SNALL BE DETERMINED FLASHER CA6INET IN FIELD BY ENGINEER PRIOR TO INSTALLATION BY THE CONTRACTOR. 2) ALL TRAFFIC CONTROL MOBILIZATION, AND WORK RELATED TO THE R RRFB 1 INSIALLA710N OF TNE PEDESTRIAN CROSSWALK FLASNER SYSTEM � BLK R SPR BLK AS SHOWN IN THE PLANS SHALL BE CONSIOEFEO INCI�ENTAL O RRFB 1 WH NPR RRFB 3) RESTOFA710N SHALL BE CONSIDEFED INCIDENTAL. 1 BLK 2 B � K PB—POLE � 4) NEW HANDNOLES SNALL BE PVC NANDNOLES WITN METAL FRAMES 4 5 BLK pUSN BUTTON Z WN PUSH BUTiON WH NEIJ TO PB AND COVERS PER MNDO1 STANDARD PLATE N0. 8114. WH TO PB 3 G GROUN� 5) PEDESTRIAN CROSSWALK FLASHER SYSTEM SHALL BE BOTH TIME 3 GROUND OF DAY ACIIVATED (VIA CONTRACTOR FURNISNED TIME CLOCK IN 6 GROUN� R RFFB 2 H.H.2 4-6 6 BLK R CABINET) AND PUSH BUTTON ACTIVATED. �_ 4 SPR 6) SEE DETAILS FOR FURTHER INFORMATION REGARDING MOUNTING 4 6 B� WH SPR OF ALL FLASNER POLE MATERIALS AND ELECTRICAL EOUIPMENI. NEU �) CONIRACTOR SNALL PROVIDE SOFTWARE AND PERSONNEL TO 5 BLK pB—POLE 2 TRAIN GTY STAFF IN TNE SET—UP AND MAINTENANCE OF THE � NEU COMPLEIE SYSTEM AND TIME CLOCK PROGRAMMING. H � N �� 4 6 �ISCONNECT CABINET GROUND 6 G a) co�oR FoR Nm-ie nNO Nns-�mpR sicN PnNe�s sr+n�� eE 8 � BLACK ON YELLOW—GREEN, FIJLLY REFLECTORIZED. PIJSN S.O.P. 8 - BLK BLK BUTTON SIGNS SNALL BE BLACK ON WNITE. FULLY REFLECTORIZED. FLASNER WF{ � � WF{ FLASNER 9) ALL NEW SIGN PANELS SNALL BE FABRICATED USING DG3 SERVICE G G SERVICE SHEETING. SEE SPECIAL PROVISIONS. 10) CONTRACTOR SNALL COORDINATE POWER CABLE INSTALLATION g� INPUT WITN STREET LIGNTING SYSTEM INSTALLATION WORK IN ORDER TO POWER PROVIDE FOR POWER TO PEDESTRIAN CROSSWALK FLASHER SYSTEM, �= SOUFCE OF POWER CABLE (TO BE F& I AS PAF7 OF LIGHTING SYSTEM PAY ITEMS F�ASHER Po�E nETAi� FRONT s»E BACK s»E � ORNAMENTAL POLE CAP i�� nm-�s sicN (3s". 3s") / \ V� _ W �� RECTANGULAR RAPID F�nsr+iNC eencoN (RRFe) 0 o C— � F�nsr+wc eEncoN SYSTEM CABINE7 Q I � � W16—�mpR SIGN (30" x 24") � (APPROX. DIMENSIONS: I 29" H x 12 W x 6" D) l � 1 2 � POLE MOUNTED SERVICE � PEDESTRIAN CROSSWALK FLASHER SYSTEM 61GNS) � � oiscoNNECT eox POSTS MT � PANELS PUSN BUTTON — N0. OIIANTITY & HT• S�ZE CODE ppNEL LEGEND FOR IFT) ND. WARNING TYPE �� IIN.) � Q ++ — ' AND SIGN U F�FISHER 2 I � 30"x24" WI6-�mpR �OWN pRROW (RIGH71 14 F007 (MIN) TRAFFIC 2 IQ 10.5 36"x36" WII-I5 BIKE/PE�ES7RIAN CROSSING CROSS �/ITH — � z SIGNAL STANDARD z p a iz�xie• _ PusH eu11oN FaR wpRNiNC F�asHeR CAUT]ON cROSS wi1H cAUriaN 6 31.00 SF TOTAL OUANTITIES � J TRAFFIC SIGNAL PEDESTAL BASE � 1� = SIGN MOUNTED ON PEDESTAL POLE � r 2" CONDUIT WITH MODIFIED PEDESTAL � �. ° �FLASNER SVSTEM CABLES . -> , FOUNDATION (5' MIN , � ° . — � ° . �EPTH) .• . . .` , ' S.A.P.180-101-004 CfTY FROJECT NO. 2012-001 oRnwu Bv: �uG ss�aN« � FEUE.>iRIAN CROSSWALK FLASHER SYSTEM DESIGNER: �M� R* ar � r+innESOrn. / COTTAGE GROVE UETAILS FILE N0. SS7 CHECKED BY: CES A E SEH � �o-s19 MINNESOTA ti0]95 No. ar onle rsevisious ain�is � �� zzan ""'-�" ""°m HINTON AVENUE (SOUTH OF 747H SiREET) 46 O F & I MODIFIED PEDESTAL FOUNDATION (WITN 5/8" x 15 GROUND ROD DRIVEN INTO SURROUNDING GROUND) ia' (mr�) PeoES1n� Po�E ONC�uoes ense) WIND COLLAR FOR PEDESTAL POLE 1—LED RECTANGULAR RAPID FLASNING BEACON AND PEDESTAL POLE MOUNIEO 6RACKETING (MOUNT BETWEEN TYPE C SIGNS—FAGNG ONCOMING TRAFFIC) W11-15 (3Fi" x 36") AND W16—�mPR (30" x 24") SIGN PANELS—FAGNG ONCOMING TRAFFIC 1—PEDESTRIAN PUSN BUTTON AND SIGN—MOUNT oN NoR1H (cROSSwn�K) sioe oF Po�e EXTEND FROM PEDESTAL BASE INTO N.N.2 2 CONDUI7 1-4/cy14 1-2/cy14 1—� �c}�6 (GF�) / N.H.1 TO N.N.2: F & I 2" CONDUI7 I;-z;��;4 1-1�c�6 (GRD) 2 .... .... ..... .. .... ...... ... ❑ �j ��. � ... .. .. .... ... ...... ..... .... .... I� ;..�.�.: � >+00 41+00 � 42+00 II � _�____�_ __ ___ _I ___ _�_ M �� HINTON AVENUE SOUTH � � (35 mph) �i�i � � �; 2' CONDUIT (70 BE F& I s /� AS PART OF LIGHTING / SYSTEM PAY ITEMS) POWER CABLES FROM SOP (TO BE F& I AS PART OF LIGHTING SYS�EM PAY ITEMS] LEGEND OF SYMBOLS SIGN BASE N0. SIGN PEDES7AL RECTANGULAR RAPID FLASHING BEACON HANDHOLE CONDUIT ', I �RFWN BY: JNG '. DESIGNER: JMG � CHECKED BY: CES 0 9 � 9 � � i � i I � 11.�.... ...... ......... 1, I I G:i � � I� .. ...... ... .. ... �... �P BUR—�� . .. 43+00 44+00 45+00 - -r— --r — —�----�----�-- , 46+00 _ I_—_ —_I— �� '� ,� F& I MODIFIED PEDESTAL FOUNDATION WITR 5/8'x f5'�R6lJrV� 1 O ROD DRIVEN INTO SURROUNDING GROUND) ia' (m��) PEOes1n� Po�E (wauoes ensE) �nNO m��AR voR Peoes�A� Pa�e �. '� 1—LED RECTANGULAR RAPID FLASNING BEACON AND '�� PE�ESTAL POLE MOUNTEO BRACKETING (MOUNT F& I T STUB OU1 2" CONDUIT 6EIWEEN TYPE C SIGNS—FACING ONCOMING TRAFFIC) 1 FROM H.N.� TO SOUTH W11-15 (36" x 36") AND Wi6—�mPR (30" x 24") (CONNECT TO LIGHTING SIGN PANELS—FACING ONCOMING TRAFFIC SYSTEM CON�UIT—TO 1—PE�ESTRIAN PUSH BIJTTON ANO SIGN—MOUNT oN souTr+ (cROSSwn�K) sioE oF Po�E ALLOW FOR SOP CABLES FLASNING BEACON SVSTEM CABINET (WITN TIME CLOCK AND = TO BE RUN INTO SYSTEM) PUSH BUTTON ACTIVATION EOUIPMENT. AND LOCK/LOCKING i � ~ MECHANISM—MOUNT BEHIND W16—�mpR SIGN (TO OPEFATE � COMPLETE PEDESTRIAN CROSSWALK FLASHER SYSTEM) ��. � POLE MOUNTED SERVICE DISCONNECT CABINET—MOUNT BELOW ��. � FLASNING BEACON SYSIEM CABINET ON PEDESTAL POLE ��.. � EXIEND INTO FLASHING BEACON SYSTEM CABINET: ��. W 2" CONDUIT OPENING IN PEDESTAL POLE � ��. W 2-4/c�14 � ��. � 2-2/c�14 ��. � 2-1/cy6 (GFD) ��. � BETWEEN FLASNER CABINET AND DISCONNECT CABINET: � _ CONDUIT OPENING IN PEDESTAL POLE i �� 3-1 /c}�6 i ��. � ABBREVIATIONS Ex1ENO FROM PEOESTn� ensE iNTO r+r+.�: , � z" coNOw1 ��. F& I FURNISH AND INSTALL �-a/�y�a '. �-z /cN� a ��.. GRD GROUND t-�/cH6 (GRD) � '�. 2" CONDUIT i ��. POWER CABLES (TO BE F& I AS PART OF LIGNTING i�� SYSTEM PAY ITEMS) PRO�noe n�� o1r+ER wrERNn� cne�ES nNO coNOUC1oRS '� S.A.P.180-101-004 NEeoEO FROM F�nsr+ER cnewEr nNO oiscoNNEC1 CfTY FROJECT NO. 2012-001 CABINET TO OPERAIE COMPLETE SYSTEM / COTTAGE GROVE NEUE^uiRIAN CROSSWALK FLASHER iYSTEM SSH i "�` , M �� E �� A rn°"P` J_ INTERSEC110N LAYOUT FILE N0. �� s19 MINNESOTA 1e e. a/��/�3 u� Na ��an SEH """"�°�°"°� HINTON AVENUE (SOUTH OF 747H SiREET) 46