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Home My WebLink About2022-01-24 PACKET 06.4.STAFF REPORT CASE: PP2022-007 ITEM: 6.4 PUBLIC MEETING DATE: 1/24/22 TENTATIVE COUNCIL REVIEW DATE: 2/2/22 APPLICATION APPLICANT: M/I Homes REQUEST: A preliminary plat to replat a portion of Woodward Ponds 2nd Addition that will eliminate two townhome models in their development and rearrange their locations to allow for more of their popular townhome models. SITE DATA LOCATION: Generally located north of Military Road and a quarter mile west of CSAH 19 (Keats Avenue) ZONING: R-5, Medium Density Residential, with a PUD, Planned Unit Development GUIDED LAND USE: Medium Density Residential LAND USE OF ADJACENT PROPERTIES: CURRENT GUIDED NORTH: Open Space Parks/Open Space EAST: Residential Medium Density Residential SOUTH: Residential Low Density Residential WEST: Agricultural Parks/Open Space SIZE: 5.44 Acres DENSITY: 8.0 units per acre RECOMMENDATION Approval, subject to the conditions stipulated in this staff report. Cottage Grove and Prosperity Meet COTTAGE GROVE PLANNING DIVISION here Pride Planning Staff Contact: Emily Schmitz, Senior Planner; 651-458-2874; eschmitz(o-)_cottagegrovemn.gov Application Accepted:. 12/29/2021 60-Day Review Deadline: 2/27/2022 City of Cottage Grove Planning Division • 12800 Ravine Parkway South • Cottage Grove, MN 55016 Planning Staff Report Woodward Ponds 3rd Addition Planning Case No. PP2022-007 January 24, 2022 Proposal Donnay Homes and M/1 Homes are requesting approval of a preliminary plat on 5.44 acres of land currently platted as Woodward Ponds 2nd Addition. The proposed plat is to be called Wood- ward Ponds 3rd Addition and will adjust the existing townhome unit lot lines of 44 of the existing platted lots. The proposed Woodward Ponds 3rd Addition plat will not create additional lots. ABTA S75 s 77 111 ♦ �._ _ ,.Al g y4Y.w WE S � i, ST ST, Location Map Review Schedule Application Received: December 29, 2022 Application Accepted: December 29, 2022 Planning Commission Meeting: January 24, 2022 Tentative City Council Meeting: February 2, 2022 60-Day Review Deadline: February 28, 2022 Background The Woodward Ponds preliminary plat (28.84 acres, 164 units) was reviewed and approved at the January 15, 2020, City Council Meeting (Resolution 2020-007). The 1st Addition final plat of the Woodward Ponds development was reviewed and approved at the May 6, 2020, City Council meeting (Resolution 2020-065) and included 48 lots for townhomes. The Woodward Ponds 2nd Addition final plat was reviewed and approved at the March 17, 2021 Council meeting with 116 lots for townhomes (Resolution 2021-033). Planning Staff Report —Woodward Ponds Case No. PP2022-007 January 20, 2022 Page 2 of 4 Donnay Homes sold the Woodward Ponds 1 st Addition lots to M/I Homes along with several lots in the Woodward Ponds 2nd Addition. Since that time, M/I Homes has found certain slab -on -grade townhome products to be selling better than their product with a basement; therefore, they have proposed to adjust the lot lines of 44 existing lots to accommodate the additional length needed to support the slab -on -grade product. The site plan below indicates the proposed lots which will have adjusted lot lines: -7J Woodward Ponds 3rd Addition Preliminary Plat Planning Considerations Land Use and Zoning The property was rezoned as part of the preliminary plat process in 2020; therefore, no zoning amendments are being requested. The current zoning of the property is R-5, Medium Density Residential. The proposed adjusted lots meet the minimum standards as approved. Zoning Development Standards The development performance standards of the requested zoning district classifications are detailed below and would remain the same for the Woodward Ponds 3rd Addition. Planning Staff Report —Woodward Ponds Case No. PP2022-007 January 20, 2022 Page 3 of 4 Lot Development Performance Standards Standard Proposed Zoning R-5 Woodward Ponds R-51PUD Minimum Lot Area _ 2,705 Avg sf (four and tri-plex) 1,600 Avg sf row townhomes Minimum lot width 60 feet 40-24 feet Minimum side yard setback House 7.5 feet 7.5 feet Minimum front yard setback 30 feet 20 feet Minimum rear yard setback 35 feet 30 feet Corner lot setback 20 feet 20 feet Maximum Principal structure height 35 feet 35 feet Maximum lot coverage Impervious Surfaces 40 percent 40 percent Utilities The submitted 3rd Addition street and utility plans do not propose adjustment of any of the utilities that were approved and installed with the 2nd Addition. The City's Engineering team has reviewed the submitted plans and have no additional review comments to be addressed. Easement Vacation The common lot area of Woodward Ponds 2nd Addition (Lot 37, Block 2, Woodward Ponds 2nd Addition) was required to be platted with a drainage and utility (D&U) easement to allow for City access to public utilities within the lot. Given the proposed adjusted lot lines, the existing D&U easement is required to be vacated prior to platting the new 3rd Addition lots and a new D&U easement dedicated over the new common lot (Lot 31, Block 2, Woodward Ponds 3rd Addition). ,« 372 'QUTL^-/' 3 A11.0? 21, �� h Easement Vacation Area Planning Staff Report —Woodward Ponds Case No. PP2022-007 January 20, 2022 Page 4 of 4 Area Charges and Development Fees All area charges and related development fees for this project were paid as part of the Woodward Ponds 2nd Addition final plat. No additional area charges or development fees are required as part of the proposed 3rd Addition. Public Hearing Notices Public hearing notices were mailed to 80 property owners who are within 500 feet of the proposed subdivision and published in The St Paul Pioneer Press on January 12, 2022. Recommendation That the Planning Commission recommend that the City Council approve the preliminary plat for a residential subdivision to be called Woodward Ponds 3rd Addition, which will consist of 44 at- tached unit lots for multi -family townhomes. Approval of the preliminary plat is subject to the following conditions: General Development 1. The developer and builders must comply with all City ordinances and policies except as may be modified by agreement of the developer and City staff. 2. The Developer must abide by the conditions stipulated in Resolution 2020-007, which ap- proved the Woodward Ponds preliminary plat, and Resolution 2021-033, which approved the Woodward Ponds 2nd Addition final plat. 3. A drainage and utility easement shall be platted over all of Lot 37, Block 2 of Woodward Ponds 3rd Addition and as noted on a few townhome lots within Block 2. 4. The final plat must be recorded with the Washington County Recorder's Office before any building permits can be issued. Prepared by: Emily Schmitz Senior Planner Attarhmantc- - Preliminary Plat —Civil Drawings Dated 11 /30/2021 142 a 8g ....... aLa z 31 2 » y M�10', T \ h� e»14 — / A� n:315 �'/ \ \ e» 16 / 4 �17_ 22 TT �v A i \ \ \ tih by 2� A, rye 2-sPSN' _� 20 \ \IT 20` \ \ \ 2127 222 E, 20 \ �V9 s. a°' �° l� \ v �F 23o - \V vv _ 25a24 T, 26 A -T// / v v 27a j -- �� A 28,, 29 , »Tu 30 - \ ?29 y Itti `, 1 LL1 \ \ PI$NEERenginemng SECTION 3, TWP. 27, RGE. 21 LOCATION MAP NOT TO SCALE TOTAL GROSS AREA 5.44 ACRES TOTAL LOT AREA 5.44 ACRES NUMBER OF LOTS 44 TOTAL OUTLOT AREA D ACRES TOTAL RIGHT OF WAY AREA O ACRES GROSS DENSITY (EXCLUDES DUTLOTS) 6.09 LOTS/ACRE NET DENSITY (EXCLUDES OUTLOTS & R/W) B.OB LOTS/ACRE TOP NET MARK .W. TOP NUT HYDRANT IN N WAD. OF RAVINE PARKWAY A[ JOLIET ATE. S 15D FEET WEST OF JOLIET AVE. S.EL=9t5.55 I JU. Know what's below, Call before you dig. PISNEEReneneeiing WOODWARD PONDS 2ND & 3RD ADDITION FINAL UTILITY & STREET CONSTRUCTION PLAN COTTAGE GROVE, MINNESOTA SHEETINDEX 1.10. COVER SHEET 1.20. LEGEND 1.30. DEMOLITION PLAN 2.10-2.1 I. EROSION CONTROL PLAN 2.20. BASIN SEEDING PLAN 3.11-3.14. SANITARY SEWER & WATERMAIN PLAN 4.10. STORM SEWER SCHEDULE 4.11-4.15. STORM SEWER CONSTRUCTION PLAN 5.11-5.14. STREET CONSTRUCTION PLAN 5.20. INTERSECTION DETAIL 6.10-6.11. SIGN & LIGHTING PLAN 7.10-7.24. DETAILS E1-E3. SITE ELECTRICAL PLAN BENCH MARK (BM DISCI IN BRIDGE VIAL-AyBENCH MARK SE CORNER OF CR18 BRIDGE TOP NUT HYDRANT IN N.W. 482865 OVER 1494) RAVINE ET FEVJOLIET AVE5. 150 FEET WEST HORIZONTAL DATUM: NAD83 OF JOLIET AVE. S. VERTICAL DATDM:NAVD88 EL=915.552_xu�..i i�onnv„Ftis ��u LEGEND UTILITY LINES EXISTING PROPOSED FUTURE DESCRIPTION O • ® SANITARY MANHOLE — — --- > —) )— > > SANITARY SEWER (SANITARY & WATERMAIN PLANS) SE ER (STORM SEWER PLANS) A FM FM R HYDRANTAIN i0. N 69SAFE VALID D n i'P ® REDUCER CURB STOP -- --- -- ---I WATERMAIN (SANITARY & WATERMAIN PLANS) WATERMAN (STORM SEWER PLANS) —I I— ® BASIN ® ® ® BEEHIVE O ® OO STORM MANHOLE p ® p FLARED END SECTION ® ® ® CONTROL STRUCTURE » 11 » » STORM SEWER (SANITARY & WATERMAIN PLANS) » » STORM SEWER (STORM SEWER PLANS) ---------------------- ------- ----- e e 9 e Petro R'RR —FETE PETF CULVERT PERFORATED DR AIN TILE SOLID DRAIN TILE SERVICE CAS NG UNDERGROUND ELECTRIC LINE UNDERGROUND GASRPIPELINELINE UNDERGROUND PETROLEUM PIPELINE UNDE_OUND UNDERGROUND TELEVI V TAN LINES VERHEAD uTIUTY LINES —DT DT— e e 9 9 Petro CTET e e 9 9 Petro SITE LINES E S NG PROPOSEO DESCRIPTION —LISTRURE SURMOUNTABLE CURB & GUTTER "TTE RIBBON STYLECURBB&&GUTTER R EDGE OF BITUMINOUS YELLOW PAVEMENT STRIPING (SINGLE/DOUBLE) WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) CENTERLINE 2CONTOUR LINE 10' CONTOUR LINE — ---��— — —� _____________________ --- —= --- r ►� --- —= --- BASIN OUTLET LINE WAT R LINE BASIN ITIGH E PROPOSEDSPOTELEVATION ER FLOW ---------- /WWYWV\ IF — - - — --- ___---- ___--- ___ /WWYWY\ — /WWYWY\ DRAINAGE FLOWOPARROW DELINEATED PROPOSEDWETLAND LINE WETLAND BUFFER TREE LINE BOUNDARY FEMA FLOODPLAIN RETAINING WALL FENCE (BARRED WIRE) FENCE (CHAIN LINK) ---------------------- K & E xl K B F[xl K B T T T W FENCE(WOOD' CONSERVATON A IGN WETLANDBUFFERSIGN TYPE II BARRICADE �q 7 LIGHT POLE 4TT +� — + STREET SIGNS — PEDESTRIAN RAMP SURVEY LINES EXISTING PROPOSED FUTURE DESCRIPTION — — ----------- ----- BOUNDARY RIGHT OF WAY OT LINE LOSE MEET SET BACK LINE SECTION LINE RESTRICTED ACCESS ----------- HATCH PATTERNS GRAVEL SURFACE WETLAND BITUMINOUS SURFACE WETLAND UPLAND BUFFER CONCRETE SURFACE WETLAND MITIGATION RIP RAP PERMANENT TURF RESTORATION SELECT BACKFILL MATERIAL PERMANENT WET BASIN SEEDING EROSION CONTROL BLANKET iliiIiiIiiIi ilii'I UPLAND/NATURAL AREA SEEDING NDOT CATEGORI PER PLAN PISNEEReneneering A CTION 8 LL O HAND FILE O DR 111. O AS THE DLE PH R HEAR ITT L T' PLE 0 TlAYEFER BSI lEllPUllE O T ]IRNIAMAND NARK M NL V.NTRDL POINT TA' DATE IDLE 8 T SONSEBVATIaN DEAL SDNIFE Q R SHRUB /UFREE BUSH EROSION & SEDIMENT CONTROL ROCK CONSTRUCTION ENTRANCE INSTALL BEFORE START OF GRADING PERIMETER EROSION CONTROL FENCE. INSTALL BEFORE START OF GRADING SECONDARY EROSION CONTROL FENCE. ....... TO BE INSTALLED 48 HOURS AFTER COMPLETION OF GRADING. EROSION CONTROL AT BACK OF CURB. TO BE INSTALLED AFTER COMPLETION AT OUR A CONSTRUCTION —PED RIP MANENT —)) DSSI TER AFTER NERAPONETO A R'THIN " HOURS WATER STABILIZED EMERGENCY OVERFLOW (F—AMAT—SEE SHEET 23) MND OT CAT 3 EROSION CONTROL BLANKET. INSTALL WITHIN T DAYS OF GRADING O BE I TO NSTABIS LLEDE BEER RE OF ON GRADING GRADING BEGINS, O CATCH UBASIN INLET PROTECTION TO BE INSTALLED AFTER 1ST LIFT OF IT MINOUS ®� CATCH INSTIALLED WITH CATCH N BASIN IRA E STRAW BIG ROLLS. INSTALL WITHIN T DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST ® ROCK DITCH CHECK. INSTALL WITHIN T DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST —T TREE FENCE ABBREVIATIONS A ALGEBRAIC DTFERENCE B—B BACK TO BACK BV BUTTERFLY VALVE BOC BACK OF CURB BEE BASE FLOOD ELEVATION BMP ENT PRACTICE BE CB CATCHBASIN CBMH CATCHBASIN MANHOLE IMP CORRUGATED METAL PIPE OCLEAUT S CU R BN ST COP DT DRAINTELERON PIPE EL/ELEV ELEVATION EOF EMERGENCY OVERFLOW EX EXISTING FES FLARED END SECTION CE ACE To A AIN GB GRADEFl BREAK GND GROUND GV GATE VALVE HP HIGH POINT HID HYDRANT HWL HIGH WATER LEVEL INV INVERT K CURVE COEFFICIENT L LENGTH OWEST FLOOR LO LOWEST OPENING LP LIQUID PETROLEUM LP LOW POINT MH MANHOLE PC `0 OF CURVATURE profwTERSECTINuevA.uRE I POINT G A PROPERTY LINE PRC POINT OF REVERSE CURVATURE PVT C POINT OF TANGENCYPVC 'O CURVATURE POLYVINYL PE PVPOINT OF VERTICAL "T CALEINPTERSECTION R RADIUS R RAMBLER RCP SSWR REINFRICH 7ORCED CONCRETE PIPE STARO'S STATION SEWER STRM STORM SEWER SWPPP STORM WATER POLLUTION PROTECTION PLAN TNH TOP NOT HYDRANT AL WM WATER MAIN WO WALKOUT LOT INFORMATION uULIT 290 ' E LE VATIDN UND O BLACK ND. LEREAT —LAT NI ELEVAT (IF REDOREER c tt ' LD OR SPU ELE vnnoN LpMLLEN UT N SWO—SIDE WALKOUT a PUT GPRAGE SBE FINISHED ELEVATID D STREET 4 5 6 I 7 11 8 19 110 I 11 11 12 13 14 15 16 17 18 19 SAWCUT 25 LF REMOVE BARRICADE OF BITCIA I . OF 755 SyDOF BIT i oE_0� REMOVE BARRICADE T \ POE F OVE310 P BIT \ \ REMOVE BARRICADE .. OF 50 BY OF BIT_ TRAIL� / REM' OF 53 51 REMOVE & DI OF 0 \ OF BIT \ ng NEER >geI_ 11213 REMOV, & DIS OF SY 01 REMOVE BARRICADE REMOVE & DISPOSE OF 700 Sy OF BIT. REMOVE BARRICA �.----------7 I I 3 I 4 17 5 / 6 7 12 SFAWCDT 60 LF OBI \ \ 14 JOB 5 ® ' 2 16 ' 3 OFBT.\LF\\ �\ DEMOLITION PLAN -�� 4 — — — — -- s 1-- 7 1 Ti 0 I I I REMOVE 160'-12' HDPE TEMP. CULVERT RAVINE PARK WA% LLC \VOODWARD PONDS AND &3RD_ 0 25 50 HIS GRAPHICSC ALE FEET " BENCH MARK OP NUT HYDRANT IN N.W. QUAD, OF RAVINE PARKWAY & LOTET AVE E 15 50 FEET WEST EL 9155 AV 20 U i i 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 � 2 65TH STR T-SOUTH LEGEND MNDOT CAT 3 EROS ON CONTROL BLANKET IN RIGHT OF P WAY TO RE INSTALLED AFTER / 2 2OMPLETON DF S EWALK cIN TION MN DOT CAT 3 EROSON CONTROL BLANKET. 3rd 3 11 12 ,� 14,� i MALL WITHN T oAvs of GRADING �( COMPLET ON. 3 3 15 i TO GBE RASN INLET TER 1ST 1 z/Z 7 01 %¢ 1 4 TO RE DIINOUIo AFTER 1sr LIFT - 1 CA CH BASIN O 31 ! f ®A oTee NSS ALLEDD WITH onm oN 2 D:a � O 10 r 3 � aASN CRATE. C'�:�� DUMPED RP RAP PERMANENT ENERGY 6 aFiEaAcoNNEciTonLiLTo n sueHnce waTER. \`�s 2 / RO-K NSTR1LTON E NTRANCE 13 NSTALL BEFORE START OFGRnoINS \ ��N\ 2 V� 6 14 �,�• 9 j "� RIO ROLL \S ��S10 NOTE: PROVIDE NLET PROTECTION FOR LOW �, ao NT uA i0 THE CONST UCTION SITE OON JOLIET AGE S AND JOCELYN AGE S. 11 12� / V eIo POLL216 A / 015 . Y 2 _ - 21 23 22; �� 4 5 Q 1 20, _ �A 4 24 / 8 27 V A S�B, 6 I y 29 L 2 .° o ze so 100 GRAPHIC SCALE IN FEET \ a \ ✓ R O 5 /� a \RIO OLL\ / -� ` o SEE SHEET 2.11 BENCH DARK TOP NUT HYDRANT IN N.W. "ADHOTEL AGEF S. 'RACE 'A""' FEET WEST PIONEER,, OF JGLIET AVE,s. EL=915.55 e 6 "' "i ..r„o. ml RA\INE PARK WM LLC \VOODWARD PONDS 2ND &3RD ADDITION F PG� nw u.R�s .nI,sx - �aE� .:�,a,.a„o _ �. EROSION CONTROL PLAN 2 Y s 0 38 iJ a 20 oV V L \ 15,� ` 615 '- / 2 16 21 Y 2� 23 22 �0�� / 4 ® '21, ,Y / 5 Q 22 T - 2 19 - / -C �� / 6 ` 23--------------- Y \SSo 25.. o° > 9—__—__� 26 �CI LEGEND �� 1 J / I� N c NTTRAOL oOAFTE PER COMPLET ON OF SDEWALK CONS"1RUCTIONR MNDOT CAT EROSION CONTROL BLANKET. \ 29 A I Jx + 2 I INSTALL WTHN T DAYS OF GRADING 30 3 1 CA CH BASIN CASI oTBE NSTALLEDEAFTERTi sl AFT OF BTUM NOUS. r 5 �q�,C� CAT 0 BE CH IBASHINLET PROTECTION NSTALLED WITH CATCH \� To � l s\s \ 0 i1 - 6 OUTLOE B 23 I GRATE. SDMPED RIP RAP PERMANENT ENERGY ��8 v C .� �� oISSIPATER.INSTALL WITHIN24 HOURS AFTER CONNECTOR o A SURFACE WATER / \ .: 4 "1" 1 / `�� IINSTALL ROCK CONSTRUCTION ENTRANCE BEFORE START OF GRADING 5 \ 20d 12 � 2nd �'�� i BO ROLL 7 13 •a� NOTE PROVIDE INLET PROTECTION FOR LOW PONT CBS AND CBS UPSTREAM of LOW -- � 8 ,i�`4 9� :�� 9 15 POINT UP TO THE CONSTRUCTON SITE ON LOLET AVE s AND LocELYN AVE S. 1 D 11 1�� V 4 �I V A � 15y F,.T 17 a vT,G V °, 22 \ 23 ,. V A r24-, \ �� A v V A ��C TEHP snc No \ \ b CONSTRUCTED END \ 9\ p o\ BLANKET AT PROPERTY o ze so ioo GRAPHIC SCALE IN FEET \ \ \ \ BENCH DARK PI$NEER>,g TOP NUT HYDRANT A N.W. 'UADHOTEL AVEF 5. ^150 FEET WEST EL_OF LOLIET A� B. F --lk", I, "All e G "' - '",. PG� �aE� H—"R� "i ..r„o. .:�,a,.a,�o ml , �. �. EROSION CONTROL PLAN RA\INE PARK WM LLC _T,A� ROF�T- NNAs�, Asnho WOODWARD PONDS2ND&3RD ADDITION carrAaE crzovE eTLUNesorA ll 38 � F 1= .1- svnec ",,,,A — — — 11-1 10 are 1-1,111D, ND —A � ON BAENS AND POND FABOVE NWL BE SEEDED W ` SEED M S 33 1 . .. IAL IN AINI ILANI Fll IIIE I—ISAIE1 IANAIEM— DEIALE PIONEERenenee7ing 12 11 SEE 3RD AS D 3RD 3RD 3RD 3RD 3RD 3RD 3RD SEE 3RD 3RD 3RD 3RD 3RD 3RD 3RD 3RD 2ND 2ND 2ND SAN TARY SEWER NOTE4 1. ALL PVC PIPE UNDER 18OF BURY SHALL BE SCR 35 UNLESS OTHERWISE NOTED. ALL PVC PIPE BETWEEN 18-28' OF BURY J @@@ SHALL BE SDR 26 UNLESS OTHERWISE NOTED. 1 ALL AN NOTES' 1 ALL WATERMAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE. 2. WATERMAIN SHALL HAVE A MINIMUM OF TS FEET OF COVER SERVICE NOTES' ALL SANITARY SEWER SERVICES SHALL BE 4" PVC SCHEDULE 40 UNLESS OTHERWISE NOTED. 2. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN STREAM MANHOLES. �9 3. ALL WATER SERVICES FOR TOWNHOMES SHALL BE 1" COPPER TYPE "K" W/ 7.5' MINIMUM COVER, 4. SANITARY SEWER INVERTS ARE SHOWN AT THE CURB STOP. 5. CURB 57OPS SHALL BE LOCATED AT THE RIGHT-OF-WAY. CURB STOPS SHALL BE LOCATED 1' BEYOND R.O.W. WHEN SIDEWALK PRESENT. SEE PLATE SER-1 FOR DETAILS 6. SERVICE TAILS SHALL BE EXTENDED TO PROPERTY LINE FROM $ s CURB BOX. ` R �4 T. A CURB BOX PLACED IN A DRIVEWAY MUST ADHERE TO CITY �I 4 TC ^1' DETAIL PLATE SER-11. CASTING FOR CURB BOX REQUIRED FOR 1 <' q ^ 3RD ADD. -BLOCK 1 LOTS 3.6,8, 3RD ADD. -BLOCK 2 L075 3.6 NOTE' -`�v� j' 3 XMH-6 C../ CONNECT TO EXISTING 8"ART/ WATERMA N W/8' GV. /�, � CONTRACTOR ONTRRCOR " EX 2 / \ FIELD fLfVAT V *jMN 12 1 / & ON.ON / 30� � v. oA�T R o SALVA GE B v ✓ DELIVERTo V I ON LIFANT WORKS, 7 8 \ a -2 "'BEND SUL ON F(TVPJ n o ��V 6-� 5 4 ° �� ✓ \ 3rd H DRAN ; \ EX MNX 11 B'GV 0 25 60 100 �\ IN D ELEV 93.9J, 2 NOTE: S A:2 0.9 CONNf CT TO fX TING B'DIP * SAN SERVICE WYE PREVIOUSLY INSTALLED `\ �� \, 1 /1 WATERMAIN CONTRACTOR TO 8 'k'BEND FIELD VERIFY LOCATION GRAPHIC SCALE IN FEET & ELEVATION. ** SAN SERVICE WYE & RISER PREVIOUSLY INSTALLED. *** INSTALLED . \ \�\ \ \�� / V'� \�\ BENCH MARK SAN &WATER SERVICES �A \ CONTRACTOR TO SALVAGE HYDRATN �B A OP NUT HYDRANT IN N.W. \ & DELIVER 10 PUBLIC WORKS. y`� \ QUAD. OF RAVINE PARKWAY & /"'\ OF LET JOLIETEAV 11 FEET WEST JOCELYN AVENUE SOUTH EL-915.55 :3 SELIVAP WE N ATE 3 925m 925 920 - 920 915 FOISTING 915 PROPOSED SERVICE TABLE SERV DOWN RI SG LOC CS EL INV STREAM STA IT MIT (FT( ADD. * BLK 1 LOT 1 913.1 903.1 1 0+85 9.0 ADD. * BLK 1 LOT 2 913.8 903.8 12 0+23 T.5 ADO. * BLK 1 LOT 3 913.T 903.T 12 0+29 8.0 ADO. BLK 1 LOT 4 914.3 904.3 12 0+89 8.0 ADD.* ADD. BLK 1 LOT 6 914.0 904.0 12 2+54 8.0 ADD. ^ BLK 1 LOT 8 914.0 904.0 12 2+20 T.0 ADD. BLK 1 LOT 9 913.T 903.T 13 0+25 6.5 ADD. BLK 1 LOT 10 913.T 903.T 13 0+T1 8.0 ADD. ** BLK 1 LOT 11 914.0 904.0 14 O+OT S 5 ADD. BLK 1 LOT 12 914.1 9041 14 0+13 6.5 D ADD 11 ADD. ** BLK 2 LOT 3 91},q 903.4 12 0+06 8.5 ADD... BLK 2 LOT 4 913.8 903.8 12 0+45 7.5 ADD. " BLK 2 LOT 5 9142 9042 12 0+95 8.0 ADD. `* BLK 2 LOT 6 914.3 904.3 12 1+01 8.0 ADD. " BLK 2 LOT 9142 9042 12 1+83 T.5 ADD. ** BLK 2 LOT 8 914.1 9041 12 1+89 7.5 ADD.11 ADD,"' B ADD.*** BLK 2 LOT o 9146 9➢4 14 0+T1 35 ADD*** BLK 2 LOT 12 914.7 904.E 14 0+T8 3.5 z 3rd 31 ... _ .. .. .. :. :...... ....GROUND .. .. ... PRAYED .... 910 .T.A IN 910 I II < STRM II Ek B` II - II 01 X. INC II 8" DIP CL52 WM 905 _� r _.. - I_. _.. _. I u ECLszwrP+_._.. _ 905 - n--- III_- q 900 _ 11 _ 1111 : d r _- _ III 1 l\ _ _ _ _ _ 900 DE AL CAT-1 it 895 .. III --- - - - II 895 _ - ___ r PVC SDR 26 --- EX. 112' - - - _ ____ 0.45 - 0 PVC SDR 26 EX 235 - g' pVC -. -. ___ SDR 26 890 @ 0.45% NO ECT TO EX TNG e DP _ = WA ERMAN. coN RncioR To @ 0.459 y`�� I.I _ = 890 -- - - -- - - - --FIELD VERIFY LOCATION -- & ELEVATION. -NOTE:.JOCELYN .STREET. RISERS NSTALLED IN EX. 119 FIRST ADDITION -- - - 8' PVC SDR 26 211. 885 B85 PISNEEReneneeiing S'oo 5+50 5+00 4+5C 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+50 -1+00 RII, "Al a b 1 -. ;" .( � ^ "�°^ A �°' SANITARY SEWER & WATERMAIN RA\ INE PARK WAS, LLC 9 WOODWARD PONDS AND &3RD ADDITION 3.11 F 38 A ,1l ^^. E* �.,. .: a,.a,�^ R , �° CONSTRUCTION o f��'��9�o: V_gzp �J J � NDTE' LOTS 2-16 BLOCK 5. LOWER SAN ^�. g' SERVICE BELOW STORM SEWER IN o SANITARY SEWER NOTES' -BUT-21 ORDER TO AVDD X-ING CONFECT. 1, ALL PVC PIPE UNDER 18' OF BURY SHALL BE SEE 35 UNLESS _ 3 4s e MR 3z -� D II w56.82 ✓rRISER ` SE OTHERWISE NOTED. ALL PVC PIPE BETWEEN 18-28 OF BURY J �'P ��{. SHALL BE SDR 26 UNLESS OTHERWISE NOTED. S�( "` 1 $ / a WATERMAN NOTES' �GJ / ° W END ADO 2ND ADD"' 1. ALL WATERMAIN SHALL BE DIP CLASS 52 WRAPPED IN t�i MH 22A POLYETHYLENE. AAH 16 H� C B, 16 2ND ADD. 2ND ADD, 2. WATERMAIN SHALL HAVE A MINIMUM OF 7.5 FEET OF COVER « L q _ � <j 21JD ADD. AND A °f SERVICE NOTES' 9 , 3RD ADD, END ADD ALL SANITARY SEWER SERVICES SHALL BE 4" PVC SCHEDULE 40 UNLESS OTHERWISE NOTED. - G 10 �,{ _ ;�2 3RD ADD. 2ND ADD. 2. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN ° i J I STREAM MANHOLES. {{��o _ �T', ''§O?, Rye .2 3RD ADD_ AND ADD_ 3. ALL WATER SERVICES FOR TOWNHOMES SHALL BE 1" COPPER a '1 Y »i "A�-O �sn}� �^ �112•, $Po "-�� 3RD ADD. 2ND ADD. TYPE "K W/ T.5 MINIMUM COVER. \/ (/j , B-11/BENDi� P\ / T. ..� �. AND ADD. 4. SANITARY SEWER INVERTS ARE SHOWN AT THE CURB STOP. M }RD ADD 5. CURB STOPS SHALL BE LOCATED AT THE RIGHT-OF-WAY. CURB H % O 14 ly AND ADD. STOPS SHALL BE LOCATED r BEY R.o.W. WHEN SIDEWALK 6 < 2nd 15 L � 13 anl R NS vP '' 1, PRESENT. SEE PLATE SER-1 FOR DETAILS _ Noie A, o +� AT (T ) 3RD ADD. AND ADD. 6. SERVICE TAILS SHALL BE EXTENDED TO PROPERTY LINE FROM CONNECT TO E%ST NG 8 DP / vJ. CURB BOX, r WATERMAN. CONTRACTOR 0 dO ' { 3RD ADD. T. A CURB BOX PLACED IN A DRIVEWAY MUST ADHERE TO CITY FIELD VER FY LOCAT ON 1D 2ND ADD. F' 3RD ADD. DETAIL PLATE SER-11. CASTING FOR CURB BOX REQUIRED FOR & ELEVAT OIV, nY 2ND ADD. �3 3RD ADD. -BLOCK 2 LOTS 16,19,20,22 YDRANT `c,'�t O� W 3RD ADD. 2ND ADD, 8 X6'TEE W/6'GV, �� (D FOR AO 2ND ADD, IP cLsz � 12 .9�� GND. ELEV=920.T O ea 3 3RD ADD. z � Id 23 � AND ADD. 8'-HOLBEND M 5e 55 3RD ADD, AND ADD. 2 e 13 % 3RD ADD, 4 14 SAN SERVICE WYE PREVIOUSLY INSTALLED. 15ao a'o, J 5rd SAN seremcE wYE w RISER PREVIOUSLY INSTALLED 6 SAN & WATER SERVICES INSTALLED. b 31 o z5 SD loG IT 2 N� T 2>� � 11 8'-4"BEND 9'lLl ` - GRAPHIC SCALE IN FEET .. 8'-1'I 'BEND �D 24( ", 17 A 23 BENCH MARK 8 45'BEND TOP NUT HYDRAE N N.W. Q2 JQUAD,OLIT OF RAVINE PARKWAY r " JOOLLO AVF110 . � 20 3rd JDL ET AVc. S. ODY AVENUE SOUTH EL 915.55 EET WEST ... .. .. +NOTE:: FOR LOTS 2-16. BLOCK 2 DROP... .. ... .... SAN7APY SERVCES BELOW STORM SEWER MAN LOWER WATER SERVICES 24 BELOW TO CROSS CONFLICTSSTORM 'SEWER MAIN'. AND INSULATE 935 935 930 930 925 _ 925 z \ �m / Sxlsnmc / - - GROUND \ - 920 - - - / - - - - - - - - 920 PROPOSED GRADE II : NOTE:: - 915 _.... .ill CONNECT T05xIS EG aDP _._ Mw' 915 WATERMAN: CONT ACTOR TO FIELD VERIFY LOG ION - - - II & ELEVATION. 8` DIP CL52 WM 910 Fx , Old 1.. 910 _.. _.. _ - R 905 _.. _. II _.. _.a9.. _ _.. 905 8'. PVC2SDR 35 8 PMVCO'SDR 35 845 8= PVC SDR 35 G 0.40E 409 91' 8' ®0.409 35 @ 0.40E 900 A" PVC SEE 3.30E 21 900 NOTEI'EX 51SANITARY SEWER CDNNECT TO STNG 8 PVC GOD 26 CONTRACTOR TO FIELD 895 ®s.00/ ELEVATIOlOvcnnoN 895 0+00 0+50 _..__.1+00 1+50 2+00 2+50 3+DO 3+50 4+00 4+50 5+00 5+50 6+00 PISNEEReginee,*rg 22 11a as .( PG� ,"I ^ ro' SANITARY SEWER &WATERMAIN RA\ we PART WA1, LLC "�°^ 9 WOODWARD PON DS'1ND&3RD ADDITION 3.12 aIA>sx A CONSTRUCTION F 38 SERVICE TABLE LOCV CS EL INV. DOWN STREAM MH STA HEIGHT FT) BLK 2 LDT 13 919.8 909.8 21 D+33 5,0 BLK 2 LOT 14 920.4 910.4 21 D+82 4.0 BLK 2 LDT 15 920.5 910.5 22 0+06 4.0 BLK 2 LOT 10 921 0 911 0 22A 0+36 0 BLK 2 LDT 11 920E 910E 22A 0+46 4.0 BLK 2 LDT 12 920.2 910.2 23 D+23 N/A BLK 2 LDT 13 g19.} 909 23 T5 N/A BLK 2 LDT 14 919'I 909.1 23 1+20 N/A BLK 2 LOT 15 9191 909.1 23 'I+46 N/A BLK 2 LOT 16 919.2 909.2 23 1+64 N/A BLK 2 LDT 1T 919.8 909.8 23 2+00 N/A BLK 2 LDT 18 920.0 9100 24 0+06 N/A BLK 2 LOT 19 920.0 910.0 24 0+'12 N/A BLK 2 LOT 20 9201 9101 24 0+'18 N/A BLK 2 LOT 21 920.1 910.1 24 0+31 N/A BLK 2 LOT 22 920.1 910.1 24 0+39 N/A SERVICE TABLE LEOC CS EL INV DOWN STREAM STA 3 23 2nd 23 24 25 26 2% 1 TARP SEWER NOTES' 1. ALL PVC PIPE UNDER 18OF BURY SHALL BE SEA 35 UNLESS R OTHERWISE NOTED. ALL SS PIPE BETWEEN 18'-28' OF BURY SHALL BE SEA 26 UNLESS OTHERWISE NOTED. WATERMAIN NOTES 1, ALL WATERMAIN SHALL BE DIP CLASS 52 WRAPPED IN ADD ADD, POLYETHYLENE. 2. WATERMAIN SHALL HAVE A MINIMUM OF 7.5 FEET OF COVER ADD ADD. �_ SERVICE NOTES' 1. ALL SANITARY SEWER SERVICES SHALL BE 4" PVC SCHEDULE 4G 3RD All UNLESS OTHERWISE NOTED. END ADD. 2. SANITARY SEWER SERVICE WYEX ARE STATIONED FROM DOWN STREAM MANHOLES ADD ADD. 3. ALL WATER SERVICES FOR TOWNHOMES SHALL BE 1" COPPER TYPE "K" W/ 7-5' MINIMUM COVER. 3RD ADD, 4. SANITARY SEWER INVERTS ARE SHOWN AT THE CURB STOP. 5. CURB STOPS SHALL BE LOCATED AT THE RIGHT-OF-WAY, CURB 3RD ADD, STOPS SHALL BE LOCATED 1' BEYOND RO.W WHEN SIDEWALK �j PRESENT. SEE PLATE SER-1 FOR DETAILS 3RD ADD, 6 SERVICE TAILS SHALL BE EXTENDED TO PROPERTY LINE FROM SERVICE TABLE LORC DOWN EIGHT AS EL INV STREAM STA H (FT) BLK 2 LOT 23 920.0 910.0 25 0+06 N/A 4 919.8 909.8 25 0+22 N/A BLK 2 LOT 25 919.4 909.4 25 0+31 N/A BLK 2 LOT 28 919.2 909.2 25 0+T1 N/A BLK 2 LOT 2T 9195 9095 25 3B N/A BLK 2 LOT 28 919.9 909.9 25 1+6T N/A BLK 2 LOT 29 920.0 910.0 25 +T3 N/A BLK 2 LOT 30 9206.910.6 25 2+21 N/A CURB Box. 30 T. A CURB BOX PLACED IN A DRIVEWAY MUST ADHERE TO CITY DETAIL PLATE SER-11. CASTING FOR CURB BOX REQUIRED FOR ARE ADD. -BLOCK 2 LOTS 26,27 4RO -26 NsuLALION (TYP)�T� -Lj_-`LH oRIIF 1 29 30 �1 I' ; -AI- n e xs EE w/e cvT` a cv _ I2'eFv 2 } 4 5 's 6 g _ zND. AODITIaN _ 22� H DRAN R F 14 s D P cLs2 1 C> uT g,ANHOLE sue$ A.6+ 12xz caos2 2x6 TEE W/6cv 10 �1 l2 4 < FUT MANHOLE l0 2 6DP1231 LT v: GND. ELEV 9335 U L]' U TEMP HYDRANT m�ro 0SIA"14 T` 2 x6 DIP CL5 R w/6 cv �o �"0 2nd �1�' s �$ a za 6-6 DP CL52 BENCH MARK IRRIGATION ON sERv cE No B w/6 cv l9 '� a2D ^ 12 x6'TEE cND. ELEv. 9256 TOP NUT HYDRANTN N w K CORE STOP ® Row 210 6 DP CL52 Li 22 % PLUG 8' OPENING 5 A 8 20 0 26�0 QUAD. OF RAVNE PARKWAY & Too i.s' TYPE K SERVICE BEYOND Row 25 9243 L]' » _,R ELocATE S' BEHIND BIT. EDGE JO ET ARE FEET WEST �- SEE DETAIL SER-13 <C- NO S A: 4+58.4 IF TEMP SAC INSTALLED. OF JDL ET S SEE SHEET 3,14 - JODY AVENUE SOUTH L - \ GRAPHIC SCALE IN FEET EL 915.T AVEAR ... .. .. LOWER WATER SERVICES 24' BELOW ... .. ... .. ... .... STORM SEWER MAIN AND INSULATE 935 �wz ^� ma 935 930 930 0 ExISTINc - - Rm== ¢ 925! 925 i A PROARAB 920 _ _ v / _ _ 75 MIN ARAB DIP -.._ z CL52WM 920 >'< COVER 915 +z" CIP Cisz wu 915 8. DIP C152 WM TO 91.0. _.. MAINTAIN .24'.SEPARATION .:.._ _.. _._ -39 INSULATE PER RETAIL WA7=3. 384 - 0" PVC SDR 35 @ 0:40% 8' PiVG 001. 35 364 - B' PVC SDR Y� W 0.40% 90rj 286' - 8" PVC SDR 35 RE C.409 FILL 8" PVC '. SDR 35 @:1.00% - 905 900 _ _ 900 _.895_ _ _. _ _. _. _ _. _ _ _ _.. _. _. _.... 895 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+0U 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 I T+00 PI$NEEReneneeiing a a ,"I ^ �" SANITARY SEWER &WATERMAIN RA\ we PART WA1, LLC "�°^ 9 \VOODWARD PONDS AND &3RD ADDITION 3,13 RIR>sx A .:1 R T CONSTRUCTION F 38 SERVICE TABLE SERVICE TABLE SERVICE TABLE SEENDOWN LOC LOL IS EL INV STREAM STA PER HEIGHT (FT) SERV LUC CS EL ITV DOWN STREAM IT STA PER HEIGHT (FT) SERV LOC CS EL ITV DOWN STREAM MIT STA HEIGHT (FT) BLK 4 LOT 1 9224 9124 E6 0+66 N/A BLK 4 LOT 9 9E28 112.8 26 2+81 N/A BLK 5 LOT 6 123.4 913.4 26 1+T6 N/A BLK 4 LOT 2 922.5 9125 E6 0+81 N/A BLK 4 LOT 10 922.T 912.T 28 2+99 N/A BLK s LOT T 123.1 913.1 26 2+11 N/A BLK 4 LOT 3 9228 9128 26 1+06 N/A BLK 4 LOT 11 922.T 912.T 26 3+51 N/A BLK s LOT 8 923.0 913.0 26 2+41 N/A BLK 4 LOT 4 923.3 9133 26 1+48 N/A BLK 4 LOT 12 922.T 912.T 2T 0+06 N/A BLK 5 LOT 9 122.1 912T 26 2+8E N/A BLK 4 LOT 5 923.4 9134 26 1+54 N/A BLK 4 LOT 13 9231 913 2T D+48 N/A BLK 5 LOT 10 922.T 912T 26 2+94 N/A BLK 4 LOT 6 923.3 913.3 26 E+19 N/A BLK 4 LOT 14 9231 913.1 2T 0+54 N/A BLK 5 LOT 11 922.6 9126 26 3+ET N/A BLK 4 LOT T 923.2 913.2 26 2+E5 N/A BLK 4 LOT 15 923.5 913.5 2T 0+96 N/A BLK 5 LOT 12 922.6 9126 26 3+46 N/A BLK 4 LOT 8 9229 9129 26 2+68 N/A BLK 4 LOT 18 923.5 913.5 2T 1+02 N/A BLK 5 LOT 13 923.5 913.5 2T +13 N/A END ADDITION -J _ OBLK 2nd � n n _ - - _ 1,1711 a28 5H-26 BLK 4 LOT 1T 924.0 914.0 2T 1+56 N/A BLK 5 LOT 14 923.5 9135 2T +19 N/A N/A N/A BLK 4 LOT 19 924.3 914.3 2T 2+OS N/A BLK 5 LOT 16 123.9 913.9 27 1+68 N/A BLK 4 LOT 20 924.4 914.4 2T 2+21 N/A BLK 5 LOi iT 124.2 914.2 27 2+11 N/A 4 LOT 21 924.T 914.T 2T 2+84 N/A BLK 5 LOT 18 124.3 9143 27 2111 N/A BLK 4 LOT 22 924.T 914.T 2T 2+TO N/A BLK 5 LOT 19 924.8 914.8 27 2+81 N/A N/A N/A BLK 5 LOT 2 922.4 912.4 26 O+TB N/A BLK 5 LOT 20 925.2 915.2 2T 3+29 N/A BLK 5 LOT 3 923.0 913.0 26 1+21 N/A BLK 5 LOT E2 92s.3 915.3 2T 3+36 N/A BLK 5 LOT 4 923.1 913.1 26 1+2T N/A BLK 5 LOT 23 925.8 915.8 2T 3+T2 N/A BLK 5 LOT 5 9234 913.4 26 +TO N/A BLK 5 LOT 24 925.6 915.6 2T 3+TT N/A Q 2J o, \ t o �FT\ O 23' "a H-ExMH-s a \\/ 24 25 \\\IP / �A \ a NOTE\ CONNECT TO EXSTNG 12DP WATERMA'N0� FIELD VEF& ELEVATON, NOTE' REMOVE & SALVAGE HYDRANT- & DELIVER TO PUBLIC WORKS. 23 TV 12 DID EC.T�INo�EO�NSTIAN��TOR TO 26 TEFFIELD VERIFY LOCATION WA 2& ELEVATION 12 �27 29 30 . 0Bg T 6 0^END ADD `�0'xpx7 \ 2ND ADD. 2ND ADD. ^9 END ADD. 0 2ND ADD MH 44 END ADD xxx 2ND ADD" SERVICE TABLE SERV. LOC. IS EL INV DOWN STREAM IT STA RISER HEIGHT N/A BLK 3 LOT 18 9218 911 8 26 0+58 N/A ELK 3 LOT 19 9219 9111.9 26 0+76 N/A BLK 3 LOT 20 921.8 91L8 43 2+8T N/A ELK 3 LOT 21 921.g 911.8 43 2+T3 N/A N/A MH-26F 9\ 2 SAN SERVICE WYE PREVIOUSLY INSTALLED 6^ (S\ 4 � SAN SERVICE WYE & RISER PREVIOUSLY INSTALLED. SAN & WATER SERVICES INSTALLEDCE 4=.,q A' T�'{ SANITARY SEWER NOTES 1. ALL PVC PIPE UNDER 1EOF BURY SHALL BE SDI 35 UNLESS OTHERWISE NOTED. ALL PVC PIPE BETWEEN IB —28' OF BURY SHALL BE SDR 26 UNLESS OTHERWISE NOTED. WATERMAN NOTES _ ALL WATERMAIN SHALL BE DIP CLASS 52 WRAPPED IN ➢gc POLYETHYLENE. 2. WATERMAIN SHALL HAVE A MINIMUM OF 7.5 FEET OF COVER I1, Af NOTES LL SANITARY SEWER SERVICES SHALL BE 4" PVC SCHEDULE 40 { F> -.?� J UNLESS OTHERWISE NOTED. 2. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN STREAM MANHOLES V 3. ALL WATER SERVICES FOR TOWNHOMES SHALL BE 1" COPPER 0 26 60 100 TYPE'A W/75 MINIMUM COVER \LOB 9\\ o \\r\\,D ��j \ ErcA DR VDEWAYiUMUS PROPERTY SHALL ED BENCH MARK ADHERE TO CI FROM 6. ACSERVICE BOX OP NUT HYDRANT BPBOT%ESPLEARCED BE IN N.W. / EWR QUAD, OF RAVINE TSIL -11 JOLIET AVE A PARKWAY & 110 FEET WEST JOLIET AVENUE SOUTH EL-915.55 AVE, s. 935 3 N 935 930 930 925 \cRoumo _ _ _ _ _ 925 920 _.. _. :PROPOSED: GRADE- :.. .. 75' MIN.: _.. _.. _ - lii _ 920 915 Q '.cx. ii' - 12 DP CL52 WM COVER S1RIvl x—ING II STRM n x-INS _.. :. _ II II II. 915 LIP cLsrz WM 910 TOWER WATERMAIN To ..MAINTAIN 2-0".SEPARADIN 910 INSULATE PER DETAIL WAT—T : 905 : -NOTE: � 30 � :CONNECT TV EXISTING 12"DIP g" pVC SDR 35 TERM TO RX b:531... F ELD v " LOCATION EX. 93 g` PVC SDR 35 C 0.539 NOTE CONNECT TO ECISTING 12"DIP _ __ _ EX. 3"I4 =. g pVC SDR 35 ®045.°e ----� 9D5 900 & ELEVATION. WATERMAIN. CONTRACTOR TO VERIFY LOCATION ELEOPTION NOTE CONNECT TO 9DO 895 -1+00 SANTARY CONTRACTOR TO FIELD VERIFY LOCATION & : ON 895 PIONEEReWneenng —0+50 0+00 0+50 1+00 1+5C 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 ` R1A>sx a a -. ;" .( PG� ,"I ^ "�.°^ �" SANITARY SEWER &WATERMAIN RA\ we PART WA1, LLC � WOODWARD PONDS'TND&3RD ADDITION 3.14 F 38 A,e�,�L. 1:,t. ��. ,1l^^. Ex >v,.� .:�,a,.a,�x o,,° T CONSTRUCTION STRUCTURE TABLE NEENAH CITY DETAIL STRUCTU NAME RE TYPE STRUCTURE CASTING OR PLATE g NOTES CIA 6'X 24" 60DI0. — 515 CBMH 48 DIA R-4342 STO-9 2 516 CBMH 48 DIA R-4342 STD-9 2 51T CBMH 48 DIA R-4342 STD-9 2 521 STMH 48 DIA R-1642 STD-1 522 CBMH 4B' DI0. R-306T V STD-5 E23 CBMH 4B' DIA R-308T V STD—E STORM SEWER NOTES 324 CB 36'X24" R-308T V STD—T1 1, DRAIN TILE CONNECTIONS TO BE MADE AS DIRECTED BY THE 525 CBMH 4B' DIA R-4342 STD-9 2 ENGINEER. 538 CBMH 60' DIA R-308T V STD-5 2, DRAINTILE CONNECTIONS TO BE CORE —DRILLED 53T CBMH 60' DIA R-308T V STD-5 3. SEE SHEET 4.10 FOR STRUCTURE 54DTAL.LDE SCHEDULE. 538 CBMH 60' DIA R-308T VB STD-5 4. ALL STORM PIPE SHALL BE RCP UNLESS OTHERWISE NOTED. 540 STMH 60' DIA R-1642 STC-1 GH STMH 60' DIA R-1642 STC-1 OPENING 542 CBMH 60' DIA R-306T VB STC-5I HE543 CBMH 60' DIA R-306T V STC-5 Tervooreo oe�uL so-1s 544 STMH 60' DIA R-1642 STC-2 =� - ' III 'T 545 CBMH 4B' DIA R-306T V STC-5 n� C Ell s 9 546 CBMH 60' DIA R-306T VB STC-5 uTL 54T CB 36'X24" R-350"I TB STO—T 611 CB11 X24R-350"I TB STO—T PALLs9 oc 621 CD R-350"I TB S FO ENINc 631 CBMH R-306T V STO-5 632 CB 36 X24 R-306T V STO—T 633 CBMH R-306T V STO-5 PDND OUTLET CONTROL STRUCTURE ocs—zoQ .(NOT TO SCALE) 48' DI0. — — 48' DIA — — 48' DI0. — — 654 CBMH 48 DIA R-4342 STO-9 2 661 CB RE X24" R-306T VB STD—T 6T1 CB 38 X24" R-306T V STD—T STRUCTURE TABLE NOTES WATER TIGHT STRUCTURE A STRUCTURE SHALL LAOS AN NTE"AL EASE B_ H 11ASI—SEAT WATERSTOP GROUT RING OR APPROVED EQUAL. C PIPE JOINTS WITHIN 10 OF WATERMAIN WILL BE TONGUE AND GROOVE WITH A HAMIL70N KENT SUPERSEAL GASKET OR APPROVED EQUAL MEETING ASTM-443. AL L D HAMILT'ITONDKENT SUPWILLERSEALN'UE GASKETDORROOVEAPPROVEDWTH EQUAL MEETING ASTM-443. 2. OFF STREET CATCH BASINS WITH CONCRETE STOOL GRATE FRAME PER CITY DETAIL STD-9. 3, 57RUCTURE WITH SUMP PER CITY DETAIL 510-6, PI$NEEReneneeiing e, aaL n° '� L� :. ',� - mI RA\ INE PARK WM LLC ,'. "�°^ �T WOODWARD PON DS'TND&3RD ADDKTKON 4.10 n1n,�.x ",^,1,.' .:�3a,.a„ _ ". STORM SEWER SCHEDULE F38 J 27 STORM SEWER NOTES' t DRAIN TILE CONNECTIONS TO RE ,-� 3rd 4 MADE AS DIRECTED BY THE ENGINEER, 16 b 26 2 DRNNTILE CONNECTIONS TO BE 1 31 CORE -DRILLED 5, SCHEDULE SHE T 4.10 FOR sTgucTuge 17 24 a. ALL STORM PIPE SHALL RCP uNLEsS oTHERwISE NOTED 1D 1 23 �� A ';! 9 B rr 2 21 2� 3 d✓✓✓ EX CBMH-513 7 t� \ //4 J w\ G 12 �_, C( "CBMN 51IF r' 4EAT �« % 2 BUT WE EX CBMH 512 NOTE: REMOVE EhS N G ROLL-OVER aB2oo 523 CASTING AND REPLACE WE R-3067 AD CBMH 5 PEN MATH C ES RD —' _� A AT NG IOTATOP �� Ivy \a \rIJ 3r �" R 26�o A . e4oT D � __ � ° �`aasaxlc BenDB 1e >"Bmm V'- Q BENCH MARK OP NUT HYDRANT IN N.W. QUAD. OF RAVINE PARKWAY & \ / FEET WEST JOCELYN AVENUE SOUTH JOCELYN AV ENUE SOUTH OF LET Av NOTE: CONNECT DRAINTILE TO EXISTING CATCNBASINS z w? zr3i�z - - - - 930 �m �.��" w_ w •� w 930 925 - -- 925 IV R R�> 3 920 - 920 zo gym= - - - o o ERNc z z GROOUUND mzz - mzz _ PROPOSED P' 915 _ �cRADE 915 / PROPOSED GRADE. - PROPOSED- - GRADE = 910 910 ili ii _ EA, No G1-5�2z97 _.. -..- 11z RCP CL5 GRouNc EXIST ND 905 IEt, I z 905 64 182120 15"RP L5 @ 04% 183 15" RCP CL5 ® 0.34% _ R3P CLS "® 11 007. 15' RCP CL5 5 RCP'. CL5 O 0359 3 00409 @035% x 900 900 I. 36" RCP CL3- NOTE NOTE. CONNECT TO EX SING CONNECT TO EXISTING M EWER. STORM SEWER ' z CONTRACSTOR TO FIELD CONTRACTOR TO FIELD 895 33 VERIFY LOCATION & IRFY LOCATION & 895 ELEVATION. .. ELEVATION: 890 890 PISNEERengineeiing -. ml RA\ INE PART \VA1', LTCFECT'AI "�.°^ � WOODWARD PONDS IND&3RD ADDITION 4.11 STORM SEWER CONSTRUCTION T38 STORM SEWER NOTES' 1. DRAIN TILE CONNECTIONS TO BE MADE AS DIRECTED BY THE 12' ENGINEER. I CONNECTIONS TO BE C RE —DRILLED G 5 i 2 3SEESHE. SEE SHEET 4.10 FOR STRUCTURE' 7 \SCHEDULE. i. \� a. ALL STORM PIPE SHALL BE RCP HTfpq�� CBMH-536 1 6 l� UNLESS OTHERWISE NOTED. TJ ro ti v, w o 1 2'Nd'° 23 Ln � 1 i � 12 � BMH 538 254 / 2 5�2515540 13 � 1 14:1 2_ 2 O 1 %CE o821 CB-611 ,-� 3rd '` '5 0 25 60 100 1 31 26 ,j GRAPHIC SCALE IN FEET ,�2H 24 BENCH MARK 7 TOP NUT HYDRANT IN N.W. QUAD, OF RAVINE PARKWAY &T 110 FEET JODY AVENUE SOUTH EL-91555 AVE, s. w w= 940 NM 5 94D 935 935 og 930 m 930 N 925 m E-T NG 925 -. _-. zzz. EAICINc caouND.. _.. _. _. _- _..- AROUND� PPOPDSED 2m� GRADE E—TINY-T GROUND : PRDPOSED PROPOSED 920 / 'FDADE GRADE 920 915 _.. a _ _. _.. _.. w _. _ _._ 915 NaTE. 5 �Q�I CONNECT TGN'. EXIST NG - - - - - - 2§' _ pg - STORM SEWER. : : 12" RCP CLS : : : 12" RCP CL5 CONTRACTOR TO FIELD - @ 2:001 W 200% 910 i t E�wn o cAr oN 910 as Ta 3 102' 33" RCP CL3 33' RCP CL3 33' POP C 3 142' C 0 5D% 0 507. 9D5 33- RCP CL3 @ 0509 9D5 i66 33'. RCP CL3 - @. 0.60% V RCP CL} @ 0.60% ¢� _ 900. 9DO PIONEEReneneei ing e aaL - ml RA\ INE PARK WM LTC "�°^ �� WOODWARDPONDS'TND & 3RDADDKTION 4.12 ISOC'EHE CH "All _,,,A 1P�,�„E. .:�,a,.a„ _ �� STORM SEWER CONSTRUCTION Y38 14 1 5 � \ \ \ i. DRAIN TILE coNNEcnoNs To RE MADE AS DIRECTED RY THE a13; I 16 ' ' 6 \ \ T ENGINEER, 2. DRAINTILE CONNECTIONS TO BE CORE -DRILLED I t 0 SEE SHEET 4.TO FOR STRUCTURE SCHEDULE. f 14, 27, o 7 E � a. NNEESS OTHPRWIVEHN07ED RCP 151" 0 8 C IT' gT g9iss SET : , e AY T 2nd 23 + 19� - 10 - 57OR. Dcs -zoo VOL 4 �T3 AC'FT \ \ T CRMH-542 1 1 g f H 4 K ��+ID EASEMEN, 23 - —N�M1L EEs-104 e 5�4sT � spy 9 160 — STMH 544 2E -" UASEME--- ry _ a � - CBMN 543 �. _ I �' nnH-s4s 'd9 2nd -- - "- � EASEMENT' J --—---- r w c ♦00.6 � � 2� 3 I ---- CBMH 546 12 zo s' '� CBMN 103 20 �27 28 29 CB-sTi D V iVU U ,3.00 CR 0 , 0 26 60 100 13 16 171 7 18,- - aanaxic SCALE _ ro _ IX 25 SEE sNEET 4.15 BENCH MARK TOP NUT HYDRANT N N.W. QUAD. OF RAVINE PARKWAY & IET FEET WEST IRS A110 JODY AENUE V SOUTH EL55 IET AA E E 940 940 935 3 N 935 930 m_ AA IN _ - 930 a o z zz' o EEm--- m PROPOSED S mEPIETINA z GRORQ UND 4z m zz S - 925 o m �/ � _ _ _ GRADE m z : �i m z - _- 1.5.^. F 925 EXISTING GROUND /, ... PROPOSEN : GRAPE W( _ 16.0 C Y� 920 PROPOSED GRADE �` PROPDI -CL.]II TIE RAP w(cE RE LASTL3NJOT E%TILE JOINTS 920 E%ISTING� EXISTIN GROUND 28 RO 915 12W 2,'P oo°e sLs _ N I-VI.IIND29 _ _ --24C OOP C 3 29 2�RC3�L5 RCP _ S 5 145 - - Ls" RCP cL3 w oso 1S 910 _.. _. .fie. zs 2- RCP CL3 _.®.n,o"e 24'®RCPONCL3 3z ansN zao 91 D 153 D RCP C 33 RCP CL3 - @ D.TD% 0509 %-ING 900. 900 PISNEEReneneering nw u.xz�.nin,�x e n 6 °e �/ �� .m� •. n�•..�.�.<.� "i _. ml STORM SEWER CONSTRUCTION RA\ INE PART \VA1', LTC P - orPw ENoxTii \VOODWARD PONDS zND &3RD ADDITLON 4.13 P 38 STORM SEWER NOTES' 1. DRAIN TILE CONNECTIONS TO RE MADE AS DIRECTED RY THE ENGRAINEER 2. CORE —DRILLED CONNECTIONS TO BE CORES DRILLED 3. SEE SHEET 4.10 FOR STRUCTURE ALL STOYEDUP E. 4, ALL STORM PIPE SHALL RCP uNLEsS oTHERwISE NOTEDD . JOLIET AVENUE SOUTH 0 25 5I HIS GRAPHIC SCALE IN FEET BENCH MARK TOP NUT HYDRANT IN N.W. QUAD, OF RAVINE PARKWAY & OF LET IET AK S EL-915.55 940 940 935 3_ 935 IF 930 �, 3 - 930 925 EDISTNc ..GROUND �� -- IF m - o > > m z z z.. 925 PR :OPOSED -GRADE EGIST NG CROFND - E%STNG " 920 - GROUND - : 920 - PROPOSED..PROPOSED GRADE 915 _iz'. RCP as O 2.00°e 12" RCP CLS 0 1.00°e I. '.. ( RCP qOCR _ 915 910 548't2 15 RCP CLS 5 RCP CLS 05pppa 15' RCP as _ c�oao� T6 15" RCP CL5 s� o°eo7� ®oso9 - 910 _ — 905 905 900 PISNEEReneneering 900 STORM SEWER NOTES' 1. DRAIN TILE CONNECTIONS TO RE MADE AS DIRECTED RY THE ENGRAINEER 2. CORE —DRILLED CONNECTIONS TO BE CEE S DRILLED 3. SEE SHEET 4.10 FOR STRUCTURE ALL STOTEDUP E. 4, ALL STORM PIPE SHALL RCP uNLEss oTHERwISE NQTED. R 25 5I HIS GRAPHIC SCALE IN FEET BENCH MARK TOP NUT HYDRANT IN N.W. QUAD, OF RAVINE PARKWAY & OF LET IET EL-915 AK S 940 94D 935 935 930 930 925 _.. m m'=='= �m ETNc xs _..\_.. _.. _._ZcaoDND _.. o A _.. _ — EA SYING - GROUND 925 PROPOSED 920 ...PROPOSED GRADE. GRADE 920 915 54 12' RCP CL5 -12' RCP 7. W D, 45% @ 2.0U9 915 910 .. P �s� o.ao�`s:910 151 RCP 5 15 W 0407. L5 15@ UG407. _.905. _... _.. _._.. _. _ _._. _._ _._ _.. _._.. _.. _._.. _._. _._ _.. _._.. _. _. _._. 905 900. 900 PIONEEReneneei ing e n 6 °e �/ ��"i _. ml RA\ INE PART \VA1', LLC `kr nw u.xU.nln,�x .m•. n1 •. ....<. � STORM SEWER CONSTRUCTION 9 - 11LN INo LII WOODWARD PONDS AND &3RD ADDITLON 4 1 1 11 P, NW \ 3 MATCH e m 14• 1 • 'aAT, nd 17 2 >24 +3.s9 IS SOIL 6�1COxCREfE \ o` �� 02 9 1 23 B. IX mRDIro 3rd Rs� NuuaE (3, C)� 9 21 22 �P isuE PKR.SWxD cau B ® 2 aruRE RU [svwEA33u 7s. cauRSEn )\ 12 1:os_a 7 /a � 8"QASSSAWREWIE BABE (VIRGIN) T IXuvanox EER (,E NEC6URY, 1r'Inm� \ 5 ENGIN TNIaxEs aEQuwm)'1�0� q 1C S H 1,as° NO ES: T i 3 . WOF D128 NRB IS 0.03 BELOW DEBI(N <LGMDE. OS° 1e225s 2. R.O.W. TD BE B31' ABOVE DESIGN CID EL— \ AT 2 yYA04 q ✓ 28 F—F TYPICAL STREET SECTION 9 \teE se oTe E raiaL s'EnicN M,Ts1 �� B 1223 LIGHTING PLAN FORINGS 5' CONCRETE \mac ' FOR SIDEWALK & TRAIL SECTIONS, SEE PLATE S7R-9 ON PAGE ? 15. SIDEWALK c �IT j NOSscNAGE MARKINGS CURB LEGEND 04_7 = FOR SIT RI M00N�EABLEIDCFEE q GUTTER UNE ELEVATION AA7 " TOR E— CURB 08.15 T.O. = G T ERD E ELEVggA --- 4 4s5T (TIP OIUTMGUTTER)LEDCORB 08462 T:O. G T ERLINE ELEVATION (TIP OUT CLIFF __Z°'ass, = BITUMW00S ELEVATION ♦ BITUMINOUS ELEVATION STREET CONSTRUCTION NOTES 1. FINAL WEAR COURSE TO BE FUTURE CONSTRUCTION. 2. BITUMINOUS WEDGE TO BE INSTALLED PER CITY DETAIL S7R-25 3. THE PEDESTRIAN RAMPS WILL AD (TIP) 11.92 INSTALL CONCRETE RED RAMP REQUIRE FLARES PER MnDOT \ 4 6 SEERDETAIL ST _ w12.. PEDESTRIAN RAMP PLAN SHEETS eouAevneo az exisRNc TRaL. d 3 CURVE TABLE V DD EA CH H PADU TANGENT PC PT 240 BEGIN SURMOUNTABLE CUR I� OCg0.5U1 END B618 CURB & GUTTER y ��A �� ' MATCH 'IF BENCH MARK ��OP NUT HYDRANT IN N.W. �D OunD. of RAVINE 1 PARKWAY & JOLIET AVE 50 FEET WEST GaAnR1D SCARE TN Teem E�_gisas AVE. S JOCELYN AVENUE SOUTH . 930 m m 93D LOW AT STA: 9+07J7 HIGH PT. ST.A: 2+55.a4 LOW AT ELEV:-913.23 - HIGH AT ELEV: W4.04 925 PVI ETA: 4114,92 Pm ETA: z+so.00 925 - - - -PV LEI 913:01 PVL ELEA 9425 - - - - - - - - K 5714 K: LOU:0000 LVC 10000 920 920 900 _ _ 900 895 r a�, e gym__ B95 890 a m B90 PIONEEReneneei ing 5+00 4+50 4+00 3+50 3+00 2+50 21DS 1+50 1+00 0+50 0+00 -GT50 -1+00 12 n1u u.N��.n1n,Sx e .m� •. n1 •..�.�.<.� C°'^N^= " n - mI r.1. STREET CONSTRUCTION RA\ INE PARK WM LLC P - orVLN LNox11 WOODWARD PONDS AND &3RD ADDITION II Ts 38 N yW 0 M m I A a b � / \ 0 � CURB LEGEND s La• L• r � 4- \ �'�, D.oza -� oe 15 e. a 5 \ L � Fo'RTsuRMo N�EnaALE°c Solt �cs�wsxaeiE 6 a 1 ��GT 3 .a'' L u urea a au 7 NNNe GUTTER MµGiro 8, A� 20.81 2t20 2 GUTTERLNE ELEVATION 1a 20g15 0° FOR B618 CURB H e 5 CONCRETE 16 i.ee g1. a R9E MIXNRE(3, C) 1.9 % ° Gg SIDEWALK g'6 �� <q�� Q OB 5T 0 NSD 95 WEARING CW UTTERL NE [s ocl svEau ccuRSE naruaE (3 Cl O 4i4s. FOR UTM UTTER urea J AT oN (TIP AT GUTTER)� 9"NPE EP 9.5 WFARrtJG 8. 4 1D 00 22 8 L FWFA33W] s ansss AWREWIE RUE WINE.) N 11 21 Pa� eeae os 32 o cur ERL E ELEVATION I'n W�OJ 2C28 - q+4s,.sTT FOR 8 URa �n(u r�aRr lz�inm� - nnTnH,A 12 20 H� e_"o (TP oui cFTTE�To IaxEss REQU-)N a' s 20.41 S Tx 'TE.E D (("P) 19 ti M ° 111- ' �o aes = elTUMwous ELEVATION vE _ 3 18 H-26 2092 NOTES: IRECIED U 13 s14oe L C <W 20132E + ♦ - BITUMINOUS ELEVATION I. OPOE D128 TH' O.03 BELOW CID EL QGMDE. g O\ R.O.W. TO RE 9.3r neovE DEswea EuvAnoN. T15 14 OO 4ToJa� 2nd VALLEY GUTTER 5 19.44 0 a ~ � 15 SEE DETAIL STR-16g"9R T2T STREET CONSTRUCTION NOTES iD 24Y.2 T�$ FINAL WEAR COURSE TO RE FUTURE 28 F F TYPICAL STREET SECTION 6, T34ss 11111. Hsi zQs' FINAL SION. 2. BTDM NODS WEDGE TO 6 INSTALLED 6F. PER CITY DETAIL s N R ' FOR SIDEWALK & TRAIL SECTIONS, SEE PLATE S7R-9 ON PAGE 715, cp 12 18zz o9 18,95 T. e 9 3. SIDEWALK PEDESTRIAN RAMPS WILL 3 s 20 Ne �i4 ee REQUIRE FLARES PER MIDOT 3 18, g1 � M8gI.0 "R 4 30P PEDESTRIAN RAMP PLAN SHEETS 1G T.o. 'ate 3os 23 ' 2 T.D. N 29 Q 1 48AAETa yeA 28 14 0 0. a 2.2 1 2 O 30 27 o 3rd t I 12 31 16 9.o zTo° 9.os T�o� 26 q C�1-sis 25 ® / /l o zbER �o 1' N 15 4D4a 119a33 19i35 1+so 41 CURVE TABLE 1 11 sa, CURVE DELTA LENGTH RADIUS TANGENT PC PT OC 17 19.33 U� R ,1929 24' / / GRAPHIC SCALE IN FEET C3 8528''1' 39z o9 3Oe 059 o+s000 4+2209 \ 1D s0Ae 19.58 19.38 eoc 23 °�° / i BENCH MARK 14 114'392T` 23013 115.00 17S 13 4+22. SO AT5222 \ T 1 N R 1940 ° ' / /�} TOP NUT HYDRANT IN N.W. +s D +ie a ° ! of I ARE f/HOT C5 4'04'O7' 568.10 8000.00 284.17 6+5222 12+2032 /� 19 o NT.a o�w. o 3� / QUAD OF RAVINE 90 FEE WAWES /�� 9 a JODY AVENUE SOUTH EL-915.55 940 m e 94D PM STA 1+00 00 PVI 57A ELE 2- 99 - - - P E - PS ELE 5919 50 PVISTA 4+2243 PV ST�,4. 6+5987- PN ELE7 919.76 PM ELEV: 920.99- PVI ELEV: 91854 PN ELE V: G19.50 PVI ELEV: 918.68 LVC: 90.00 LVC: 90.00 LVC 90.00 LVC 90.00 LVC: 90.00 935 HIGH PT: STA: 2148KG OW PT, STA 4+38 FIE HIGH PT STA 5+503 OW PT. 'STA s+47 9 935 HIGH PT ELEV. 920 �6 MLOW OF ELEV 91B.77'-" -'m HIGH. PT_ELEV 919.E LOW PT ELEV:-9188iQ - - - - - - - - - 930 sm ° am 930 4w 925 - - ExSTNa 925 . GROUND :.. .- 920 C T59920 -OT5%. GRADE 905 900 -17 17 9D0 Imw_.. _.._. _._. _._. _._... Q+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 G'Do 6+50 7+00 7+50 8+00 8+50 9+00 PIONEEReWneenng e aaL n" Z L� "� - mI RA\ INE PARK WM LLC nw u.Nu�.nln,sx e .m� •. n1•".�.� <.� C°'"^N^= �� STREET CONSTRUCTION P - oAPaN LNox111 WOODWARD PONDS AND &3RD ADDITLON 5.11 1P 38 a a CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT PC PT - �IJ 2 a 11-I 8 1 C3 65'2851" 392,09 343.08 220.59 0130.00 4,22.09 16 iI 20 1 ' 9 t� \ C4 115 '1 23C 115. GO 179.33 4122.09 6, 5222 O o I 19 I �I 10 0 CS CAP 0756810 8000.00 284.17 6152.22 12+2032 2nd 3V111 _ — ® L 23 23 20s6 L _ 32 — ry Z b ACo554�20.41 2E46 be r - 1 a,19.7� 8 Q 20.61 _ u m 22C sT i °jse o2 3 Ss CONCRETE On J_I _________ TEMP SAC TO I 4 DEWALKCONSTRUCTED ALAER CREEP NI 8' 9 l,2yq ss M mN 'S C 6 N CONSTRUCTEDSIMUTAINIOU51 7 8 9 10 vALLEv GUTTER WITH woo.WARD PONI TAIL �= SEE DESTR-16 H� a " 21.a7 112 13 14 15 CURB LEGEND 0OR EABE°8_7 FSUOUNILCUR. 0E.32 GUTTERLNE ELEVATION FOR B615 CURB 08,15 T.O. GUTTERLINE ELEVATION 4 s (TI + FOP OR SURMOUNTGUTTA UT ER. LE CURB — 08.32 T0GUTTERLINE ELEVATION wash EVUE CURB (TIPTO OUTOIUT GUTTER) �07, 2 BITUMINOUS ELEVATION ♦ 4 = BITUMINOUS ELEVATION 2 .402 16 296 18 19 20 21 22 STREET CONSTRUCTION NOTES: 1. FINAL WEAR COURSE TO BE FUTURE CON 7RUCTON, BE 25 26a 27 28 29 2076;0 _ zo.921 z,::es3 JODY AVENU °..SO H Po o.7s�y° .Pzz.Da,TH W a zzSZ To.... G .Y.. 2s.�z za.6a,PEl.0. TT 3 5IDECIT WEQUIILE EDESTRAON6MPS WILL �-- 3D 6Vr2l r— z°o - 2. BIDE WALK IL SIAN RAMPS WILL PE MP FT1ai�t03�5� 30 sa 87} _ DES -AN RA (0 2 4 5 6 7 E22 % oe T —n _ 22oes0 0 24.79 1.2s% ®8 H 21 227,68 vso1L� su05 . CONCRETE 2nOd i7 6 9 1 ,,,11R0 a A oo.O. z3.o1MIT 4IH I a ,EF E m— , 14 15 , Rs a cuTTER (vleclu).nsE ® 13 16 17 18 zq.46 SEE DET PAD R-37 19 20 21 2s.ea c COURSE MIXTURE M. GT N� 2 25 A 22 23 24 LS WEFRIN _ '° IsawEp3aocl-sPECWL — _ -°� SEE INTERSECTION DETAIL o LOTSHEE FOR PARKING0 25 50 PAN 1. EnRIUG COURSE MIXTURE (3, C) _o LOT ELEVATIONS BSPnE33IAIs 0- GIASSSFCGREG..TE BASE (VIRGINI GRAPHIC SCALE IN FEET 0 ER(FGNECE SARI 1I INIIN.A oHICKNESS REQUIRED) y THE BENCH MARK ' FOR SIDEWALK & TRAIL SECTIONS, SEE PLATE S7R-9 ON PAGE 7,15, TOP NUT HYDRANT IN N.W. 28 F—F TYPICAL STREET SECTION QUAD, DV RA3N90 AKWASGF& JODY AVENUE SOUTH EL-915:55 AYE. S. 940 940 PAT STA PVI S1 PVI A 5,33,14 AS ELEV 923.28 PVI ELEA 922®06 PVI ELEV 924.74 K: CC- K: 59.66 '. K: 181.76 LVC'. 90.00 LVC 90.00 LVG 90.00 935 IIGH PT. STA: 10128.8 OW PT. STA: 111785 - 935 ... .. .. NIGH PT. ELEV: 92E0fi LOW PT ELEV 922:2,3... .. .p ..p .... 930 _ 930 aw aw ExSTNO aw aw GROUND 925 - - - - - _- - - 925 920 129N-�- :� - i--. � �— / '.PROPOSED 920 ..GRADE 915 _ 915 910 910 905 905 900 900 8,00 8,50 9,00 9,50 10,00 10,50 11,00 11,50 12,00 12,50 13,00 13,50 14,00 14,50 15,00 15,50 16,00 PIONEERenglneenng E n as °e �/ ��"i -. mI RA\ INE PART \VA1' LTCWEE'VEED, u�� nw u.R�, .nln,sx .m� •. nI•. °.�.�.<. � C°' r.�o. ^N^= r.1. STREET CONSTRUCTION P - oAHEN LNOR 11 WOODWARDPONDS oND &3RD ADDITION 513 IF 38 sEE SHEET s 12 E s0 sEE sHEE LEFT CURB LEGEND Te IS UE e>e. 12 , <q 202R 3 T q 46 GUTTERL NE ELEVATNTABLE ON ,T°� FOR suRMoucurea �E s:U is is 1 T 2n - W ®0� GUTTERL NE ELEVAT ON MA FOR B67e cuRB 14 25 - A T �OB 5 .0 c ♦ eG � 1c T FOR GUT GU TER ORB ,a 0 va.4za6 15� 26 (TP our cuTTER��E c Ta 0 TF sO "' a} 2nd 8.12 16 QVU P sTn 3.sa TO s+ee mti q2 _ - 08465TT.0. ELEVATION UTTERL NE LE 6'929 27 e os0 ry �2428 FOR B618 CURB oa2e ree az 0u 6, q,e2 H (UP OUT GUTTER) 23 s 22 28 zo,g0 4 2osi``a PAVEMENT secT ON 5° °L me2 ELEVATION _�>.a65, BITUMINOUS ELEv a E�vxiER„E aasE rNHGro ,ENags°( N'a 0�>soe 2 -3r�d 30 20,9sK a s e2 3 ♦ =BITUMINOUS ELEvnnUN ev HE EN —El El (�ry NNE. AS z'u N. VINE1SHE 11 1 PENIRDol W� d ALLov OGT SER T ° '% s coNCRETE 4 g ET SDEWALK STREET CONSTRUCTION NOTES 36' F-F TYPICAL STREET SECTION (JOLIET AVEEETS) 8 AL WEAR couesE To BE FUTURE ..ac+E sEcr Ux p� sL o sg , 0 2 20 9.24 T. / f \ \ G 2182 CONSTRUCT ON. 2. BTUM NODS WEDGE TO BE INSTALLED ,Tosz4 T o V W �/ NOTE E SGN & z 06 OR �O ' PER CITY DETAIL STR 26 PIT 11-F-F 11fF 895 0. Po LIGHT NG PLAN FOR A 0 1 Of- M 3. SIDEWALK PEDESTRIAN RAMPS WILL 19.q 6 D. CROSS WALK MARK NGS h 20,92 REQUIRE FLARES PER MnDOT 26� O� V�� AN SGNAGE. -"�' ��//A ?N C PEDESTRIAN RAMP PLAN SHEETS ESICN C GRADE e P V v c 21 7 as —SE ITT 1121 ITT27 A L s _ 4 5 28 2nd INSTALL CONCRETE RED RAMP & LANDING TQ MATCH "BEATa 29 H— 1 CPR BOULEVARD & EGA7INV TRAIL 6 GURSANO GUTTER Fd s 2 &`° 5 a 3D _ \ ED e.s wEAreINc couresE MaTu RE11 C) - � � _ ��o �z,T IsvwEaR URS,-sPEGP SEE SHEET s13 V° 2H2G \ \ CURVE TABLE PF $P e.6 wEARIN6 COURSE nnIxTURE (3, O) &�h \CURVE DELTA LENSIH RADIUS TANGENT T eSPWEN330I o SS DIRECTEGD BY TIEEENGINGEEre GREG4TE BACK ILL 001 9 O'49 IF NECESSARY, 12°MIN, THICKNESS REQUIRED) FOR 51DEWALK & TRAIL SECTIONS, SEE PLATE 57R-9 ON PAGE 7.15, "III!EIIIIIIIII� BENCH MARK T GRAPHIC SCALE IN FEET OP NUT HYDRANT IN N.W.QUAD. OF RAVINE PARKWAY & TYPICAL PRIVATE STREET SECTION FEET110 WEST JOHANSEN AVENUE SOUTH JOLIET AVENUE SOUTH EL-915.55 AYE. S. 940 m m P 94D PVI STA: 5+0989 PVI STA:'0+0000 LAI STA' 3+31.12 6 PVI ELEER 923.00 PVI ELEV: 919,95 K N LE 72.518.5 K: 44.19 K: 89.99 '. 90:00 CC15000 935 LOW PT STA 5+01.14 HIGH PTSTA 0+343a Low P 51A3+39.51 = 935 ... .. .. ....P LOW PT'ELEV 918.6�, .. a HIGH EL 922.50.. o .. .. ...LOW P'ELEv.-92O'.2(y .... m$ 930 930 EDSTwG aw aw aw aw aw x sTNG 925 _ GROUND ; 925 920 920 29A 2137 Q14%... - PPOI OSED7 GRADE PROPOSED GRADE o Q 905 10 900 9D0 wWwWw 1+00 6+50 6+00 5+50 5+00 AT OF -1+00 -D+50 0+00 0+50 1+00 1+50 2+00 2+50 3+OD 3+50 PIONEEReneneei ing E aaL n° '� L� -mI RA\ INE PARK WA1' LLC nw u.reC�.nln,sx e .m� •. n�•°°.�.�.<. � C°' IILII �� STREET CONSTRUCTION P - oAVEN LNQu11 WOODWARD PONDS AND &3RD ADDITION B. 14 1F 38 JOHANSEN AVENUE SOUTH &JODY AV ENUE SOUTH JOLIET AVENUE SOUTH & JODY AVENUE SOUTH PIONEERew-veering 9A \F H � 893 a \9, 19 tT JOHANSEN AVENUE SOUTH &JODY AVENUE SOUTH 9L� N('F 222� 22\ `UOG , 35 r R 22.40 t, JODY AVENUE SOUTH OFF-STREET PARKING CURB LEGEND O4_7 =FOR SURNE AB MOUNTLE CURB �7 FORS R-ECUBBVATION 408.fin T.O. = G T EU E E—gA CURE --- — (TIP OIUTMGUTTER)LEU 08.R32 i:0. = G T ERLINE ELEVATION -- (TIP OUT GUTER) BITUMINOUS ELEVA„DN ♦ BITUMINOUS ELEVATION BENCH MARK I OP NUT HYDRANT IN N.W. QUAD, OF RAVINE PARKWAY & DOLE AV AVE 5 150 FEET WESTT EL-9155 - //�` 20 T 5 I 4 5 6 7 8 9 10 )) 12 13 14 15 16 17 18 19 s 2 3 2 10 STREET 5 / 2�d 2 3 2 / 3rd 11 2 2o�d 3 3 �. I LT STREET LIGHT (rvP7 10 15 4 4 5 31 Q 10 ��- L 4 B 3rd 5 5 6 7 12 T LIGHT (TrP> � HEEB 87 16 � EEE 9 10 �\ 4 17 NOTE: NX NG \ 3 12 SIGN ON STREET LIGHT \ 3 ' \ 2 p STREET LIGHT (TVP) 1 4 p�� 14 STREET LIGHT (TVP) ot 14 �/ 5 \ _ 20 15 2 v 1 0 / \TETEL s 21 2nd 16 i �,Cr / 3 - r WIDE SOLD WHITE 23 22 �� / 4 STRIPE (TYP) 20 - �< 3 PH EE STREET LIGHT (LOP) � 26 `� 10 A 9\ 27 s I I V A W� 28 s\ 29 2 a � 4 5 K� s �,� PI$NEEReW.neenng 0 e n H °e / �"i -. ml RA\ INE PART \VA1', LLC IS a �� SIGN AND LIGHTING PLAN SIG(N`AAGEI�LEGEND 1 S Or 3fi'x3fi 2 III 5 PEDESTRIAN 246=1 BP GROSSNG M 2 30 =30" 4 BOTH SDES 12"—" GE STREET" 5 PARK/OPEN SPACE SIGN SEE SNEET 610 14 `C'� 15 20 15 16 / j/ 2 sl cNnce LEGEND 21 2od 16 / ,� / 3 —__— —__ 23 22 of / 4 ® 1 11 A-- 1 �� RI-1 5 ----- ---T 3fi'x3fi 22 20 e 2 v �E 23 1E� g / i s `-- -- 24 17 JO� PeoesTR AN rza—JE P 2rj / 9 -- --� 3 CROSSNG SO=2 30 'STREET LIGHT (TYP) I 1 9� 26 �� 10 1 \ 9\ 27 s I I I I 4 NO �1AIMEs 12 E" 28 29 2 1 5 PARK/OPEN 1 2 SPACE scN 30 3 4 1 STOP 1. STOP SGNS AND POSTS 2 STeeerL NAME GO TRACTOR AND POSTS s 7008E NSTALLED BY COTTAGE PUBLc woRl<s BY FEN STREET AOORess scNs OUTLOT B } BY LENNAR 7L 23 a. PARKING scNs To BE INSTALLED 2 S� 8 C�V By CONTRACTOR NOTE INSTALL R—ING A 3 SIGN ON STREET LIGHT 3 / \.STREET LIGHT (TYP) s 9Bd 2nd s STREERELOCT FlHTSTND 12 STREET TTAR' Mono - 13 T. RED RAMP. 6 \ o\ Y WIDE SOLID WHITE STRIPE (TYP) 5 Y 17 18 21 2 ti V A s 2nd 13 S], A �� A 25 14 - 22 15 S V A E 7 V A STREET LIGHT (TYR)� . 19A V A 20v� 21 \� 22 A-- 23 aA A A s ALL TYPE IF Ipi BARRICADESSAC INSTALLED. \ \ v \o\0 0 26 60 100 \ \ v\ \ \\ GRAPHICSCADE IN FEET BENCH DARK \ v\ 1 TOP NUT HYDRANT IN N.W. JOLIET IAPET EF S. P5oP FEET WEAT& PI$NEEReneneering OF TOLAVE. S. EL=915ET 22 1)w.� .r„o. RA\INE PART \VA1'LLC \V00DWARD P0NDS 2ND &3RD ADDITION ` nw u.x..,, . nln,�.x _,,.e . m_ ,a,.a„o _ •. T.. rol SIGN AND LIGHTING PLAN oT 38 w is>3� 6.] COMPACTED BACKFlLL ULIRB 12" D GRANORROW MNDOT SPEC. 3199.2.B.1 MOD. 6' MIN. ** DIA+29' MIN. DIA OITSIDE DIAMETER OF PIPE **-BEDDING DW3 WIDE. LOOSELY PLACED / UNCOMPACTED MATERIAL. PVC PIPE FOUNDATION & BEDDING IN GOOD SOILS STANDARD DETAILS Cottage plpE FOUNDATION ®BEDDING Grove MEHIOD FOR PVC COTTAGE GROVE, MINNESOTA BED-1 2" X 9" HORIZONTAL WOODEN LATH SHALL BE MEMBERS CONTINUOUS NWIFD SECURELY TO THE AROUND TOP AND BOTTOM. POST MEMBER TO SECURE FASTENED TO EACH POST FILTER FABRIC. USING 2-20D COMMON NAILS 2" X 4- X 2.5' LONG MONOFlIAMENF GEOTE%IILE WOOD POSTS, FABRIC AS PER MNDOT TABLE e REQ D. ]004-1(MAO ZINC SDCCD). FLAP AT BOTTOM OF AID FABRIC FI AP RURY UNDER ROCK TO PREVENT UNDERWASHING 11/2- WASHED ROCK 1. DEEP XI WIDE NOTES: CONTRACTOR SHALL CONSTRUCT SILT BOX TO AROUND THE INLET R OF STRICTURE. RE WITH S TMINIP BO TO CLEARANCE TO EDGESOFSFRUCNRE. BUBO TO BE RACED ON AN EVEN SURFACE b" BELOW STRUCTEXTEND VF OPENING. TOP E XILT NG TO EXPEND IB" MINIMUM ABOVE EXISTING GRADE. STANDARD DETAILS 4. cam. INLET PROTECTOR SILT BOX '+wnleeeN bNw FOR CAT01 BASIN COTTAGE GROVE, MINNESOTA ERO-7 PISNEEReneneering mmin COMPACTED BACKFlLL _ 0.5 DIA GRANUWiM4TE— MNDOT SPEC. 319B. .1 �L-Ill-IL--III L-T DW24BFT ** '"= BEDDING DW3 WIDE. NOT LESS THAN 3' CIA— MIN. LOOSELY PLACED / UNCOMPACFED MATERIAL INSTALLATION TYPE 1 DIA = OUTSIDE DIAMETER OF PIPE --- COMPACTEDBACKFTLL CIA GRANULAR SPEC. MATERIAL OOT SP fHll II** III_ MNEC. 3199.2.8.1 DW29 BUT "= BEDDING DI WIDE. NOT LE4 THAN 3 DIA+29" MIN. LOOSELY PLACED / UNCOMPACFED MATERIAL. INSTALLATION TYPE 2 CIA = OUTSIDE DIAMETER OF PIPE I' I�CIA - COMPACTED BAKIN. ��11I'_NI'. _F DW2•IB ** "'= BEDDING DUI/3 WIDE. NOT LESS THAN 3" OIA+29" MIN. LOOSELY PLACED / UNCOMPACTED NATNE TRENCH MATERIAL. INSTALLATION TYPE 3 DIA = OUTSIDE DIAMETER OF PIPE STANDARD DETAILS Cottage ME FOUNDATION B BEDDING Grove METHODS FOR RCP &DIP COTTAGE GROVE, MINNESOTA BEo-z PLAN O -9 O GG8C6. OO O PROPOSED CURB f - DIRECTION OF SURFACE ROW 6-12" MINIMUM DEPTH 11/2" WASHED GRAVEL FILTER A�GSGE fGATE FF M'Illa-alelfillill 01, c STEEL J - PLATE STANDARD DETAILS U COStage INLET PROTECTION ROCK \V\—fps G[OVe FILTER FOR CATCH BASIN +*me**^dp1�mNm COTTAGE GROVE, MINNESOTA ERO-8 COMPACTED RACKFlLL 0.5 DIA. IMPROVED PIPE T n—TI'I—ii—I17—ITT'— COARSE FlLTER FOUNDATION V AGGR.. — PAY DEPTH CIA—, MIN. SPEC. 3149.2.11 MOD. INCREMENTS(TYP) CIA = OUTSIDE DIAMETER OF PIPE 0.CK & DIP PIPE COMPARED BACKFlLL I - �0 1 ILL_ J -1=1 IMPROVED PIPE COARSE FlLTER FOUNDATION V ' AGGR. MNWT PA V DEPTH L OIA+2�4"MIN. J - SPEC. 3149.2.H MCC. INCREMENTS(TYP) DIA = OUTSIDE DIAMETER OF PIPE PVC PB�E STANDARD DETAIL$ Ate _ GOiBge IMPROVED , Fg1NDATTFU FOR \V\—fA— Grove ROD, DIP, PVC PIPE TRENCH �Fm °tiw.�F'"wNw COTTAGE GROVE, MINNESOTA BED-3 1:!E)UMNG CURB OVERFLOW6HALF OF THE CURB BOX HEIGHT ODODDDDDD NOTE: USE WIMCO ROAD DRAIN CG-23 OR CG329DV (DEPENDING ON CASTING TYPE) HIGH FLOW INLET PROTECTION CURB AND GUTTER MODELS, OR CRY APPROVED EQUAL. OERECTOR PLATE OVERFLAW IS HALF T THE CURB BOX HEIGHT OF M-TER ASEEM P OFFlLTER ASSEMBLY 1 FLAIM ASSES BLY 1` 6' (IN{.PPD ID. AT LOW POINT HIGH -FLOW FABRIC STANDARD DETAILS Cottage MITI BROTECFON CATCH G[OVe BASIN INSERT COTTAGE GROVE, MINNESOTA ERO-9 ' USE GPANULAR BORROW WHEN TOP OF PIPE IS WITHIN 3 FEET OF SUBORADE. IF GREATER THAN 3 FEET, USE SUITABLE EXISTING ONSITE 69CKMLL u PIPE [R— SAND CUSHION MNDOT - EFEC. 3149.2.B.1 MOD. STANDARD DETAILS l� / /� COiIBge NAN C, RCP D DIP PIPE BEDDING IN ROCK COTTAGE GROVE, MINNESOTA BED4 WOODEN LATH SHALL BE WAILED SECURELY TO THE 2" X T HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. POST MEMBER TO SECURE FASTENED TO EACH POST FILTER FABRIC. USING 2-20D COMMON NAILS Y' X I" X 2.5' LONG MONOFIIAMENT GEOTEXFILE WORD PUT' S• FA&UC AS PER MNDOT TABLE e REQ'D. 380E-1(MACHINE SLICED). ADDITIOFLN. 8-10" OF FABRIC FLAP AT BOTTOM OF BOX O B-10" FA FIAT BURY UNDER ROCK TO PREVENT UNDERWASHING I I/2' WASHED ROCK t' DEEP X I'.— NOTES AROUND THE INIET STRUCTURE WITH 6' MINN CLEARANCE TO EWES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6- BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18' MINIMUM ABOVE EXISTING GRADE. STANDARD DETAILS COttflge INLET PROTECTION SILT BOX \` GM FOR BEEHRIE CASTING COTTAGE GROVE, MINNESOTA 910 NOTES: (D BET.FOR CURB STOP AND BOX THAT FALL WITHIN BITUMINOUS OR CONCRETE. Q *EXIQID OlRO STOP 1' BEYOND R/W WHEN SIDEWALK IS PRESENT. 4 RIW DRAINAGE B UTILITY ARTPBLE (SEE PIA VARINBLE (SEE PLAN) 7 4"X4"XB' WOOD FENCE POST EASEMENT 10' 15' PLACE STAMP IN 4'ABOVE f,0.A0E� CURB STOP AND BOX NEW CONCRETE STATIONARY ROD i a SEGMENTAL MANHOLE BLOCK N q CORPORATION STOP Ill^Clay, SANITARY i APPROVED PLUS SEWER WATER SERVICE ATE D OF COPPER WATER TYPE', COPPER MAIN 45° BEND WITH PVC —ER SERVICE 3' PVC SCHEDULE 40 RISER SCHEDULE 40 MIN. 3' - 6" DIA. PEREORATED SLOPE-1/4' HR. f, ft E)US E POLYETHYLENE SUPPORT FOR CORPORATION AND SLEEVE (INCIDE-1.) GOOSENECK SHALL CONSIST OF A WOOD 2"x2'MARKER TO MINIMUM 0.5 C.Y. OF AGGREGATE BE CONTINUOUS FROM 6" EQUAL TO MN/DOT 3l BELOW SERVICE TO 12 (MOD.) THROUGHLY COMPACTED ABOVE THE GROUND �COTTAGEGROVE, ILS CottageATER SERVICE GIOVe NNESOTA SEI PIONEERew-peen-ng ®®®® Q MACHINE CORED HOLE WITH CASTIRON SADDLE WITH STAIN— STEEL BA DSARounDTHERPE. THE SADDLE TO BE COMPLETELY ENCASED IN CONCRETE �+�TE SEWTR Pam/ CONCRETE SANITARY OR STORM SEWER CONNECTIONS E TOBEAT2 O'CLOCKKO0 O'CLOCK POSITION. 1 EACH INITH PV I- RFORA ES SADDLE. P GREATER THAN EHOL ADD WITH PVC 1' REQUIRES SADDLE. 9ED COMPLETELY [N �— TYPE "M'COPPI CONCRETE. 1 P C SEWER SERVICE SANITARY SEWER) WA ER MAIN SUPPORT FOR CORPO—N AND GOOSENECK SHALL CONSIST OF MINIMUM 0.5 C.Y. OF AGGREGATE EQUAL TO MN/DOT 3149.2.11, (MOD.) THROUGHLY COMPAC ED WATER AND PVC SANITARY SEWER STANDARD DETAILS / /-- Cottage pR1ypTEINNECRONSTO \x� Glove PUeIICUTILm" COTTAGE GROVE, MINNESOTA 4j"T �•^^dPiN � SER-2 PRECAST INVERT MUST BE 1/2 DIAMETER OF THE PIPE AND BENCHES SLOPED I 2" TOWARD THE INVERT. 1 1 MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION OF CONE 15 FAO NG DOWNSTREAM. PLAN CASTING AND ADJUSTMENT SAS SPECIAEO PER DETAIL PLATE STR-21, MANHOLE STEPS I6"MAX ON CENTER. VAR�L2 12 * DETERMINED BV PIPE SIZE PIPESHALLBECUTTOBE2"-4"INSIDE MANHOLE WALLAND HAVEA WATER VAg1TIGHT SEAL, SEE SPECIFlCATION, 1 ALL BOB HOUSES SHALL BE MORTARED SECTION ON I NSIDE AND OUTSIDE. STANDARDDETAILSMAILS Cottage SANITARY SEWER MANHOLE G[DVe COTTAGE GROVE, MINNE50TA SAN-1 CONTRACTOR TO PROWDE THE FOLLOWING DIMENSIONS: OO CURB STOP TO SANITPRY SEWER PIPE (PERPENDIOIWi TO COPPER). ® SANITARY SEWER PIPE TO COPPER WATER LINE(PERPENDICUTAR TO COPPER ALONG SANITARY SEWER MAIN) OR CORPORATION STOP TO SANITARY SEWER SERVICE LINE (PERPENDICULAR TO COPPER WATER LINE). Q EXTEND CURB STOP V BEYOND RAY WHEN SIDEWALK IS PRESENT. 1" CURB STOP ®Box 1"COPPER INT. HOUSE] (ryPl)HEHS i iWATER MAIN I SANITARY SEWER OUSE W E R.O.W. 4- PVC, SCH. Q Do, uTT— EASEMENT SANITARY SERVICE TO HOUSE BY OTHERS (TYP.) SANITARY SEWER MAIN LINE 5' (EYE.) 1- ED. STOP ®BOX �1" COPPER INTO HOUSE BY OTHERS (TYP.) R.O.W. o' unLm� EASEMENT IINGLE SANITARY SEWER HOUSE WATER MAIN 4" PVC, S40 SANITARY SERVICE TO HOUSEE BY OTHERS (TYP.) CURB ®GUITEPI STANDARD DETAILS r _ CO. LOCATING REQUIREMENTS FOR SINGLE FAMILY HOUSES COTTAGE GROVE, MINNESOTA SER-5 PRECAST INVERT MUSE BE 1/2 DIAMETER OF THE PIPE AND BENCHES SLOPED 2' TOWARD THE INVERT. MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION PLAN CASTING AND ADJUSTMENT RINGS AS SPECIFIED. PER DETAIL PLATE STR-23. � 27' VARIES 3V. 48" MANHOLE STEPS I6"MAX ON CENTER. VARIES 12 24 VARIES* *DETERMINED BY PIPE SIZE PIPE SHALL BE CUTTO BE 2"4" INSIDE MANHOLE WALLAND HAVE A WATER VARIES TIGHT SEAL. SEE SPECIFICATION. 1 ALL DOG HOUSES SHALL BE MORTARED ON INSIDE AND OUTSIDE. SECTION STANDARD DETAILS Cottage SANITARY SEWER GIY)V¢ JUNCTION MANHOLE COTTAGE GROVE, MINNESOTA SAN�2 /� STANDARD DETAILS U Cottage SERVICE RISER Glove �•^^jPi`� COTTAGE GROVE, MINNESOTA SER-9 HUB WTDI THREADED P/C RUG - DO NOT GLUE, LID AND CASTING AS �FlNISH GRADE SPE FlED DE ONE PIECE PVC C-Ct T RISER VARIES VARIES PVC LONG SWEEP LONG NRN BEND TEE WYE ENCASE PVC BEND IN CONCRETE / MIN. V3 QI. VDS. / ENS R,C WYE IN CONCRETE L MIN. 1/3 M. YDS. END OF LINE CLEANOUT IN LINE CLEANOUT STANDARD DETAILS Grove a PVC SERVICE LINE CLEANOUiS �^°^I+•°n0 COTTAGE GROVE, MINNESOTA SER-ID - MORTAR BOTTOM OF MANHOLE TO 1/2 DIAMETER AT PIPE AND SLOPE MORTAR 2" TOWARD INVERT. 1 MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION OF CONE 15 FACING DOWNSTREAM. PLAN a MANHOLE STEPS lfiON CENTER. VDETERMINED BY PIPE SIZE PIPE SHALL BE CLUED BE 2"A" INSIDE VAMANHOLEWALL.DOGHOUSES SHALL BE MORTAREDBOTH IN51DE AND OUTSIDE OF MANHOLE. IACE2BEADSOf RAMNEKOREQUAL, SECTION BETWEEN BOTTOM STAB AND BARREL SECTION /�� STANDARD DETAILS �%� (��CDUVOSTORM SEWER MANHOLE \�® GroveMa••^4�wRr COTTAGE GROVE, MINNESOTA ST0�1 PISNEEReneneering MORTAR BOTTOM OF MANHOLETO V2 DIAMETER AT PIPE AND SLOPE MORTAR 2" TOWARD INVERT. MANHOLESTEPS5HALLBEPIACED SO THAT OFFSET VERTICAL PORTION OF CONE 15 FACING DOWNSTREAM. PLAN CASTING AND ADIT RINGS AS SPECIFIED. PER DETAILPLATE STR-23, 27" VARIES 1B.. " MANHOLE STEPS I6"MAX ON CENTER. "DETERMINED VAJE 2" VARIES" BY PIPE SIZE PIPE SHALL BE CUTTO BE 2"4" INSIDE /ARIES MORTARED MANHOLEWALL. 1 INVERT DOGHOUSES SHALL BE MORTARED BOTH INSIDE AND OUTSIDE OF MANHOLE. 3" PLACE 20FADS OF RAMNEK OR EQUAL, SECTION BETWEEN BOTTOM SLAR AND BARREL SECTION //�� STANDARD DETAILS SOTA ( (_ _Cottage STANDASTORM RD W Grove JUNCTION MANHOLE M«e ma••^°P-qr COTTAGE GROVE, MINNIE FINISH GRACE LID AND CASTING AS SPECIFlED. VAR E WC CIEANOUT fj EXISTING BTHUMINOUS/ OD AND CASTING AS SPECfFIGO CONCRETE SURFACE CURB STOP AND BOX WATER SERVICE STANDARD DETAILS Tom_ GOtt2ge \` CASIIIPROTECTIO N AT CURBT NGCp511G PROTECTION AT CURB BOX ^•�••^d°�IP� COTTAGE GROVE, MINNESOTA SER-11 vi TAR BOTTOM OF MANHOLE TO IAMETER AT PIPE AND SLOPE TAR 2"TOWARD INVERT, PLAN CASTING AND ADJUSTMENT RINGS AS SPECIFIED. PER DETAIL PLATE STE-23. /� TOP OF BARRELSECTION BELOW TOP / SIABTOHAVE FLATTOP EDGESEALED WITH 2 BEADS OF RAMNEK OR EQUAL. VARIES If 22�� 4' MANHOLE STEPS 16" MA%ON CENTER. VARIES �' • DETERMINED BY PI PE SIZE VARIES PIPE SHALL BE CUTTO BE 2"-4" INSIDE MANHOLE WALL. ILL DOGHOUSES SHALL BE MORTARED BOTH INSIDE AND OUTSIDE OF MANHOLE. 3" PLACE 2 BEADS OF RAMNEK OR SECTION EQUAL BETWEEN BOTTOM SLAB AND BARREL SECTION. ///••�� STANDARD DETAILS �CottBge Glove EWERJUNCTION MANHOLE WITHREINFORCEDTOP SLAB I ^••w••^p°p COTTAGE GROVE, MINNESOTA STON3 WORK BY CITY WORK BY PRIVATE CONTRACTOR PROPERTY LINE OR METBALL POSTT VARIABLE -BLE SEE PLAN SEE RAN g S ."AM". CONCRETE CURB& GUTTER DIP O WATER SERVICE 9` DIP PLUG TAPPED WATER MAIN B TY 4" TEE W/1'-1.5. CORPORATION STOP 4• GV &BOX CottageL��ESOTA Grove SER-12 24"%36"SLAB OPENING FOR CASTINGSPEQHED DIMENSION FROM BACK OF CURB TO CE AE MH PVIN FROM BACK OF CURB 5'DIA. MH 3" IN FROM BACK OF CURB 6' DIA. MH - 3" BEHIND BACK OF CURB I' DIA. MH -9" BEHIND BACK OF CURB B' DIA. MH -15` BEHIND BACK OF CURB PLAN CASTING AND ADIUSTMENT NNG5 AS SPECIFIED. PER DETAIL PLATE STR-23. TOP OF BARREL SECTION BELOW TOP SLAB TO HAVE fIATTOP EDGE SEALED VARIES WITH I LEADS OF RAMNEK OR EQUAL. 1V-24" VARIES MANHOLE STEPS I6"MAX ON CENTER. VARIES MORTpq BOTTOM VQ P DOGHOUSES SHALL BE MORTAR. OTH INSIDE AND OUTSIDE Of MANHOLE. 3" EQUAL BETWEEN BOTTOM SLAB SECTION AND BARREL SECTION. STANDARD DETAILS CATCH Cottage BASIN MANHOLE Give `•�•^^jp1�N COTTAGE GROVE, MINNESOTA 5T0-B 24"%36" SLAB OPENING FOR CASTING SPECIFIED MORTAR BOTTOM OF MANHOLE TO 1/2 DIAMETER AT PIPE AND SLOPE MORTAR 2" TOWARD INVERT. ® DIMENSION FROM BACK OF CURB TO CENTER OF PIPE: 1 4'DIA. MH-9"IN FROM BACK OF CURB 5'OIq. MH-3"IN FROM BACK OF CURB NOTE. VANE GRATE SHOWN 6 Olq. MH -3" BEHIND BACK OF CURB ]'OIA. MH-9"BEHIND BACK OF CURB 8'DIA. MH-15"BEHIND RACK OF CURB � FACE OF CURB 2'-0" ' � 4.)5" PIAN 4.26" ANCHOR CLI PLAN DIRERION OF FLOW 6„ CASTING AS SPECIFIED. TOP VIEW -GRATE FRAME VARIES 12" -24" G45TING AND ADIUSTMEM RINGS PS SPECIFIED. PER DETAIL PLATE ST423. TOP OF BARREL SECTION BELOW TOP SLAB TO HAVEFLATTOPEWESEALED WITH 2 BEADS OF RAMNEK OR EQUAL. PLAN CONCRETE STOOL GRATE FRAME AS SPECIFIED. 42' 33.5" Ap1USTING RINGS AS SPECIFIEp. � � TIE LAST 3 PIPE %31NI5. USE 2 T[E BOLT FASTENERS P.1 DIM. INSTALL AT fi0° FROM TOD OR BOTTOM VARIES MANHOLE STEPS I6"MAX ON CENTER. �TDP OF RARRFI SECTION RFIDW TOP OUTSIDE OF PIPE. VARIES DOGHOUSES SHALL BE MORTARED BOTH CASTING AND ADJUSTMEM RINGS AS SPECIFIED. PER DETAIL PLATE STP-23. 29 8^ _ STAB TO HAVE FIAT TOP EDGESEAIFD I WITH 2 BEADS OF RAMNEK OR EQUAL. 2ARI$4 1�2]^� MANHOLE STEPS I6"MAX ON CENTER. VARIES STORM SEWER SHALL BE RCP. ALAI ONIE�fRICI�B Ell TRASHGUg0.D SILNG 5� BARS 'H' BOLTS '-18" 3/4"0 3'i" S/e' 48"-]2' 1U9"0 6 Qp' p%p INSIDE AND OUTSIDE OF MANHOLE. O MORTAR BOTTOM PRECOSi 3"MORTAR INVERT VARIES PIPE SHALL BE CUT TO BE 2"-4- INSIDE ft<P MANHOLE WALL PISNEEReneneeiing ".r„o" ml RA\INE PART \VA1', LLC \VODDWARD PONDS 2ND &3RD ADDITLON DETAILS of 7 13 38 DOGHOUSE S SHALL BE 4^- DOGHOUSES SHALL BE MORTARED BOTH `AU SO THAT BENCH NW. t22 tage gipgpp AT FLARED END SECTION � / COttBg¢ pyC PERFORATED PIPE PROVIDE 4- 1/2" SS ANCHOR BOLTS FIAT STEEL RATS @4"O.C. NO RERPENDIN Wt SUPPORT BARS ALLOWED FOR STRIK'NRES LESS THAN OUTER RING 84'DIA. HOT -DIPPED GALVAN® GRATE IN 2 SECTIONS WITH HEAW DU Y HBJGES ABLE TO SUPPORT 250 LB.S/SF AND BE ABLE TO REMOVE ONE SECTION FOR ACCESS TO STEPS BY REMOVING NUR LOW HIGH SIDE FROM TWO ANCH R BOLTS. SUBMIT SIDE SHOP DRAWINGS TO ENGINEER FOR R_ PWOR TO FABRICATION. MANHOLE STEPS SHALL BE RACED SO THAT LOCATION R PERPENDICULAR TO THE BARS. MANHOLE STEPS, NEENAH R19811 OR EQUAL, 16" ON CENTER. ALUMINUM STEPS APPROVED GRATE DETAIL DIAMETER TOP OF STRUCTURE SLOPE D 48" 01A 9' OR t8" >48" D1A 12" OR 29" SEE STORM SEWER SCHEDULE FOR SPECIFIC V /�SI'RUCNRE. NO BLOCK STRUCTURES ARE ALLOWED. 12M"-2�4" ALL JOINTS IN MANHOLE TO 5" HAVE RUBBER GASKETS. PIPE SHALL BE OUT TO BE 2"4" INSIDE MANHOLE WALL. 3" MINIMUM DOGHOUSES MUST BE MORTARED BOTH INSIDE AND OUTSIDE. PLACE 2 BEADS OF RAMNEK OR 3"".� I� EQUAL, BEPNffN BOTTOM GRW I. INVERT SLAB AND BARREL SECTION. STANDARD DETAILS Cottage STANDARD OVERFLOW STRUCTURE Grove '"^•"^p°� COTTAGE GROVE, MINNESOTA STO 18 NOTES: 1. SHAPE OF BACK OF BLUFFNESS MAY BUTTRESS DIMENSIONS VARY AS LONG AS POURED AGAINST RPE 11112° BEND 95° BEND 90° BEND FIRM UNDLSTURGED EARTH. SIZE B1 Dl 1 2 D2 B3 D3 2. DIMENSION Cl,C2,C3 SHOULD BE 6 LARGE ENOUGH TO MAKE ANGLE B G. 2'-0' EQUAL TO OR LARGER THAN 45°. 12' 1'-10" 1'-l0" 3'4" 9'-9" 2'-6" 3. DIMENSION AI,AZA35HOUIDBE 16' 3'-0" 2'-0' 3'-10" 3'-0" 6'-Z" 3'-6' AS LARGE AS POSSIBLE WITHWT INTERFERING WITH M] BOLTS. 2T 3'_6" 2'-8" 5' 6' 3'4" 8'-9" 9' 0" 4. 45'MINIMUM. 29" 9'-4" 3'1' 6'-lP3'-10" 9'-8" 5F-W 5. PLACE POLYETHYLENE BETWEEN 3T T-3" S4" 174" 6',0" CONCRETE & PIPE . e -SEE NOTE B -SEE NOTE B A b MEGALUGS FIR) PLAN 90° BENDS PLAN 45° BENDS VAR W DISTUNBED E a-SEECONCRETE SHALLBE IN CONTACTWITH THIS AQUADRANT OF PIPENDNUCoE SECTION A -A PLAN 221/2° BENDS STANDARD DETAILS COttag¢ CONCRETE THRUST BLOCIONG Glove ^•^�^•°"jPB� COTTAGE GROVE, MINNESOTA WAT-6 PIONEERew-neen-ng HYDRANT FLAG AS SPECIFIED. BOTTOM FLANGE OF HYDRANT TO BE ABOVE GRW ND A S' MINIMUM DISTANCE OF 1. 4 — — — 3 BAIXFlLLTO BE TAMPED COARSE RLiEa AGGREGATE PER MNOOT SPIN 3I. MEGALl1G5 (TYP.) COVER WITH MINIMUM 4 MIL THICKNES o POLYETMYLENE. CONCRETE THRUST BLOCK TIE ALL FITTINGS WITH MIN. OF S.CONCRETE LO BCK PROVIDE CONDUCTNITY STRAP TWO, RE T, 3/4' DIAM. GAUWND RODS&MEGAGS (TYP.). MINIMUM """4"W WIDE FIAT COPPER STRIP. COttag¢ STANDARD DETAILS U G[OVe HYDRANT DETAIL °'°^"•'"°H°+w'4'^m COTTAGE GROVE, MINNESOTA WAT of INSULATION , OWTRUC .NO rMECH. CO /-� BAIXFILL TIE RODS MEGALUGS 95° BEND 3/q„ GALV 45° BEND TIE RODS PRO CONDUCITVITYSTRAP(TYP.) MIN. 1/16"JO/4" WIDE FLAT COPPER STRIP STANDARD DETAILS U COttag¢ WATER MAIN OFFSET Glove rm•M�A^°'"`��N"R COTTAGE GROVE, MINNESOTA WAT-7 �@ DROPLID GRADE p4e011 TOP TO BELOW GRADE. BE la R GRADE. 80%TO BESEITO u PROVIDE 12" OF ADJUSTMENT. Tov 1.5' MINIMUM COX- REQUIRED OVER TOP OF WATER MAIN, EXTENSION GATE VALVEADAP OC-N"STE WITH PRGAS—INCOATING, t/2" RUBBER GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VP1VE ADAPTER. COARSE FlLTER AGGREGATE BOTTOM FE0. RWIMINIM T 149.2.H. COVER WITH MINIMUM 4 MIL. THICKNESS POLYETHYLENE. MEGAWGS(TYR) PROVIDE CONIXILTNITY STRAP MR). MINIMUM 1/16"XB/4" WIDE FAT BASE COPPER STRIP. L 8" CONC. ROCK STANDARD DETAILS F Grove¢ GATE VALVE AND BOX Mt BVSTPLIATION 6ry«e me•.w°'e1°'�N COTTAGE GROVE, MINNESOTA WAT-g 9" X 4' WOOD MARKER GRADE PROPERTY LINE 7.5' MINIMUM COVER TAP CORPORATION S' STOP IN REQUIRED OVER TOP OF WATER MAIN. THE CENTER OF PLUG INSTALL 1" CORPORATION, ALL JOINTS IN THE WATER CURB STOP AND STAND WITH V COPPER RG TAIL TO 24" ABOVE GRADE. LATERAL STUB SHALL BE RESTRAINED TO THE TEE. PROVIDE CONDUCITVITY COARSE FILTER AGGREGATE STPAP(TYP.). MINIMUM PER MNDOT SPEC. 3149.2.H. 1116"X3/4" WIDE RAT COPPER STRIP. COVER WITH MINIMUM 4 MLL. THICKNESS POLYETHYLENE. TIE RODS 8" CONC. TYPICAL' THE ALL FITTINGS WITH MIN. OF TWO, 3/4' CORPORATION STO DIAM. GAL .EO RO[58 MEGALWS. CURB STOP STANDARD DETAILS Grove¢ D[P SERNCE OR DEAD END LINE '•^T^•°n0 COTTAGE GROVE, MINNESOTA WAT-8 DROP LID GRADE Rwn AD]USf TOP TO 1/2" BELOW u GRADE. BOXTONESETTO PROVIDE 12" OF ADJUSTMENT. TOP 7.5' MINIMUM COVER NEQJIRED OVERTOP OF WATER MAIN, EXTENSION COARSE FILTER AGGREGATE PER MNDOT SPIN. .H. COVER WITH MINIMUM MUM 44 MIL PROVIDE CONDUCRVIiY THICKNESS POMMY -ENE. SDWP (TP.J. MINIMUM BUTERFLY VALVE 1/IUM/4" WIUE MAT (12' OR LARGER) COPPER STRIP. BOTTOM ND W MEGALUGS(TYP.) BLOCK STANDARD DETAILS Grove ¢ BUTTERFLY VALVE AND BOX amrv�Ap ✓Tat GROVE, ON COTTAGE GROVEOVE,, MIN WAT4 DESIGN OR IXISTING GRADE a¢ I I MINIMUM 4" SAND FILL MINIMUM SMtOFOAM = SANDFlLL � INSULATION RIGID 40 D R MINIMUM UM 40 ESRATING VARIES PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTH—ISE SPECIFIED. COVEROVERRPE-A WIDTH OF INSULATING BOARD -B 2' 11' 3' 9' 9' T 5' 5' b' 3' STANDARD DETAILS INSULATION DETAIL U +nm••."+"°•°`A"N.0 COTTAGE GROVE, MINNESOTA VygT-g RESIDENTIAL (2V FFl RAW E RAN GRAVEL MRGIN 1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (3, C) [SPWEA330C]-SPECIAL 2.T TYPE SP 9.5 WEARING COURSE MU TORE (3, C) [SPWEA330C) S' CUSS 5 AGGREGATE BASE (VIRGIN) SUBGRADE CROWATION AND AGGREGATE BACRFILL AS DIRECTED BY THE ENGINEER (IF NECESSARY, 12"MIN. THIMCS5 REQUIRED) NOTES: 1. TOP OF 11 CURB 111,13 BELOW DESIGN CL GRADE. 2. R.O.W. TO BE 0.31' ABOVE DESIGN CL ELEVATION. STANDARD DETAILS-._-.._. Grove a rMI AL WBDC STREET SECTION RESIDwTIAL (28'f-F) *^•^�^•°"p°� COTTAGE GROVE, MINNESOTA STR-1 FACE OF CURB fi" I AMCE RIFE VARIABLE R "a SLOPE 31'C V2"R PER FT \ �1 MNOOT 8418 MOD FACE OF CURB R� R DI 1 -1 VARIA01. VARIABLE 3" SLOPE 31C U2"R Pw FT 14 MNDOT E61B MOD 8' 18, 1/2'R FACE OF CURB v < SLOPE 3/4� 1/2'R PER F SUNMOUNTMI F 1t4 D-412 MOD L . SURMOUNTABLE �19 _MOD l u ur u^ NOTE: 1. PEACE MCUMS"STAMP PER STI1-13 ON FACE OF CURB WHERE AND GLITTER CROSSES A WATER OR SANITARY SEWER SERVICE. STANDARD DETAIL$ COTIage CURB AND GUTTER Grove gym°•.•+^°'"•��N..c COTTAGE GROVE, MINNESOTA STR-10 . 1 Wl N nr,ICewneenng 4 gE(.� MUM 22F/FIGN CEGRADE4•'/FT—.024'/FT12' MNDOT U412 OR N18 CURB AND GUIIER 1.55 WEARING COURSE MIXTURE (3, C) [SPSPECIAL2.0.5 WEARING COURSE MIXTURE (3, C) [SP8"VEL BASE MRGIN)AVATION AND AGGREGATE BACKFILL AS DIRECTED BY THE ENGINEER. (IF NECESSARY, 12" MIN. THICKNESS REQUIRED) STANDARD DETAILS Grove�e TYPICAL PRIVATE STREET s6rnory uaeAN 'hry«e ma•.wrya1P'•°'Nae COTTAGE GROVE, MINNESOTA STR-3 NOTES: 1. ALL NEW AND EXISTING WATER PND SEWER SERVICE LOCATIONS SHAH BE MARKED IN CURB AS SHOWN. STAMPING OF SERVICE LOCATIONS SHALL BE CONSIDERED INCIDENTAL TO THE PRICE OF CURB. 2. CONCRETE CURB PANELS WITH WS AND VS NOT PLACED BY SPECIFIED STAMP WILL NOT BE ACCEPTED. STAMP'S' IN THE FACE OF THE CURB IN LINE WITH CLEAN.UT LOCATION STAMP "WIN THE FACE OF COM IN PERPENDICULAR TO THE OM CURENE. PwPENOICUWt TO CURBUNE. W S B4-18 Bfi-18 W 5 SURMOUNTABLE S" 5" STAMP Nf''AMP DEFAIL DETAIL 1/2"lam q. 4.. �11" U2"L�-f,• lr � R,• r STANDARD DETAILS COIIage WATER AND SEW P IN COKE GCOVe LOCATION STAMP IN CURB �""•^"•°"p41�vN� COTTAGE GROVE, MINNESOTA STR-11 MINIMUM 5' WIDE MINIMUM T WIDE SHOULOER� B. SHOULDER SEEM. SErnCN O.S TE 50�gN 1.50% Vi,.Spv- 1` STAPU iV 3" TYPE SP 9.S WEARING COURSE MIXNRE (2,C) (SPWEA230C) 6" CLASS 5 AGGREGATE BASE (VIRGIN) IXCAVATION AND ADDITIONAL,. DDITIONAL AGGREGATE BACRFILL (AS DIRECTED BY THE ENGINEER) BITUMINOUS TRAIL MINIMUM 5' WI MINIMUM 2' WIDE SHOULDER s• SHWLDER NOTE: Bs' ALL CONCRETE SIDEWALK ]OINTS SHALL BE TOOLED PMA 1.50 % t� 1V;3 l b" TYPE 3F52A CONCRETE 9" CLSS 5 AGGREGATE BASE (WRGIN) EXCAVATION AND ADDITIONAL AGGREGATE BACKFILL Ab LINE, EPf THE wGINEER) CONCRETE SIDEWALK STANDARD DETAILS Grove a CONTYPICRETE IMIN0UR SECTIONS CONCRETE SIDEN/AU(SErnONs 1j*•me•.w°i°'°'"°'Nae COTTAGE GROVE, MINNESOTA STR_q TCATCH BASIN AT P.G. OR P.T. B618 CURB �\ V &GUIIER \\ n s' 10' SO MWNTABIE TRANSTIION CU.IT ETEETER �\ CATCH BASIN IN RADIUS B618 CURB & GIJIIER 10 SURMOUNTAB F MIS CURB & GUTTER 1u' L 6" 1 e M.H.D.-ITEM' .H.D.6618 CONE. C & G SURMOUNABLE C & G SECTION A -A STANDARD DETAILS Ate_ COII8g8 LONOtETE Q1RB AND GUTTER 1V\—fA— Grove TRANSITION 1 �"•^�^•°"iF� COTTAGE GROVE, MINNESOTA STR-12 NOTE: }p SURMWM I-ECURB&GUITERTOBEFORMED " INTO A B618 TYPE AT CATCHEA.AN CATCHBASIN FRAME AND LOVER AS SPECIFIED "qy ON / S 4 OW NOTE: 1. CATCHBASIN ESIGIL BE DEPRESSED BELOW DN GUTLTER GRADE, 2.4"MAXIMUM CURB INLET OPENING Qbq^L��2� SURMOUNTABLE CONCRETE ISOMETRIC CURB & GUTTER R R 10' MIN. TRANSITION �- 10 MIN. TRANSITION -{F TOPE 1" & CURB DESIGN GUTTER LINE GRACE SECTION A -A FRAME & CASTING STANDARD DETAIS Cottage sURMOUNTABIE CURB AND GUTTER GLOVE CONSTRUCTION AT CATCHBASIN COTTAGE GROVE, MINNESOTA STR-13 z CATCHB-14 FRAME AND Rp� COVER AS SPECIFIED Y O��SPP/ 4 oN ZQFR NOTES: eT 1. CATCHBANK TO BE DEPRESSED I" y 'TOM BELOW DESIGN GUTTER LINE GRADE Fk 2. q" MAXIMUM CURB INLET OPENING 4gf0 No BULB CONC. CURB GUTTER ISOMETRIC O FRAME&CASNNG O f0'MIN, TPANSITION � 10'MIN. TRANSITION O TOP OF CURB III j� - DESIGN GUTTER LINE GRADE SECrION A -A STANDARD DETAILS B618 CURB AND GUTTER CONSTRUCTION AT CATCHBASIN �'"•�•^`p°""�tl�" COTTAGE GROVE, MINNESOTA STNE1 NEENAH R-3067-VB CATCH BASIN FRAME AND GMTE. SHALL BE FURNISHED WITH CURB INLET BOX AND 3" DIA FRONT FACE AND 4" MAX OPENING. HIGH DENSITY POLYETHYLENE (HOPE) ADIUSTMENT RINGS. MIN HEIGHT 3", MAX HEIGHT 12". CATCH BASIN STRURU RE 'I "WITH TOP SLAB OR 2' X 3' BOX. . NON -WOVEN FILTER FABRIC NEENAH RI642B MANHOLE FRAME AND COVER. SHALL BE FURNISHED WITH 2CONCEAL EDPICHOLES L STOR - STAMPED "SANITARY SEWER" STORM SEWER'. - HIGH DENSITYPDLYETHYLENE (HOPE) ADJUSTMENT RINGS. MIN HEIGHT 3", MAX HEIGHT I2". MANHOLESTRUCTURE WITH TOP SLAB OR CONE SECTION. �///�••�•��Y�� STANDARDDETAIIS CDttage CATCHBASINAND MANHOLE Grove ADJUSTMENT �''«•ma•'^°"`�NNm COTTAGE GROVE, MINNESOTA STR-23 PISNEERew-peen-ng MEASUREMENT FOR BASIS OF PAYMENT BY SQUARE YARD A A VARIES INTEGRAL CAST EXPANSION UOINT FLOWUNE/ 36" 36" —�{ I/2" PER FT. N0.4 REBAR(TY)) �/ •�_ 2" 3" 4" MIN. AGGREGATE BASE SECTION A TH RU CONCRETE GUTTER M STANDARD DETAILS Cottage CONCRETE VALLEY GUTTER Grove *ma.•A"'°p1""°" COTTAGE GROVE, MINNESOTA 5TR-16 NOR— B61R CONCRETE CURB AND GUTTER EXPANS[O ]OIM .—H GUTTER AS NI TO�ION C ELIMLNATE TAPERS IN V, MANHOLE aMG AS CONTRARORSNALLTHOROUGHLY SFECFIED CLEAN THE MANHOLE LID AND CASTING TO ASSURE A WATERTIGHT SEAL ANSION E 10IM 2-#90.EHARS - NOTE: EACH SIDE OF PAYMENT FOR THETRANSITION AROUND CASTING SANITARY MANHOLE WILL BE INCIDENTAL TO THE BID UNR PRICE FOR B618 CURB LOCATION OF TRANSUTON M VARLABIE EXPANSION ]OBJT STANDARD DETAILS Cottage MPNHOLE CASDNG IN 3618 G[OVe CURB AND GUTTER �''+•ma•.b°i°'P`A"Nac COTTAGE GROVE, MINNESOTA T STR-24 Ro CONCRETE CURB o AND GUTTER M � �Gy �SG�$ SECTION fi" CONCRETE PAVEMENT a `� 4" CRASS 5 ONCDI—L TO APRON) spy ry S S our 4�GR Sg� Lqq _ CONCRETE PAVEMENT TO MATCH BACK OF 1iI'C _ CONCRETE CURB AT THIS POINT NOTE: ISOMETRIC CONTROL]OINTS IN CONCRETE CURB NOT TO EXCEED 10- SPACING THROUGH DRIVEWAY SECOON. //�/�(�_ STANDARD DETAILS CONCRETE )DEN AY APRON RESIDENTIFL "°^m•°ndPN COTTAGE GROVE, MINNESOTA STR-18 STANDARD DETAILS P U Cottage STRUCTUREMENOUS OR CONCRETE) ATCH Grove (BITUMINOUS OR CONCRETE) °'••^a•'"a•�"•°"^"^* COTTAGE GROVE, MINNESOTA STR-25 EXLSTIHG DRIVEWAY REPLACE CURB —GE EXISDNGSDEWAUK DF PRESENT) 'REMOVE E%6TING DRIVEWAY TO SIDEWALK (IF PRESENT) CONIRACDON ]DINT REMOVE EX6TTNG DRIVEWAY EXISTING CONCRETE SURFACE AND CONCRETE CURE CURB &GUTTER - - BUCK OF CURB EXSTING OITUMINOS SURFACE MINMUM: 6" CONCRETE DRVEWAY AND 4" AGGREGATE BASE OR 3• BDUMINOIIS PAVEMENT (PLACED IN TWO LIFTS) AND V AGGREGATE BASE CONCRETE CURB & GUTTER - REPLACE ITIIMINO SSURRF FELT DfPAN90N 301UNG OR NTA� SECTION (CONCRETE DRIVEWAY ONLY) STANDARD DETAILS G=' CONCRETE CURB REMACEMENT AT •mo-•M•�MAtlmn DRIVEWAY LOCATION COTTAGE GROVE, MINNIE STR_2p BITUMINOUS WEDGE, TO BE INSTALLED n"TO z^ABOVE / SEED AND MULCH q^ i .MIN �AMI"� yZl R CONCRETE CURB & GUTTER 2 TYPE SP 9.5 WEARING COURSE MIXNRE I3,C) [SPWEA330C7 TYPE SP 9.5 NON WEARING COURSE MIXTURE (2,B) SPN WA332OB1 STANDARD DETAILS T (� CO1rBgg CONCRETE CURB PROTECTION U \x� G[OVe BITUMINOUS WEDGE •�••"pP"•'•AV COTTAGE GROVE, MINNESOTA SIRE 2p 20' 60' 20' J 0 20' T TYPE 10 / 5 HAMMERHEAD UR BNANCX TYPE NOTE: 20' (I) MATCH EXISTING STREET WIDTH. CUL-DFSAC STANDARD DETAILS Cottage —TURNAROUND Grove 'h"«. m°•.wryef°'"aNr COTTAGE GROVE, MINNESOTA STR-27 M FUTURE C� ROAD EXTENSION 1- NOTES: I. SIGN SIZE SHALL BE 2. LETTERS TO BE BLACK ON A WHITE BACKGROUND. 3. THE SIGN IS TO BE MOUNTED ON THE PERMANENT BARRICADES. 4. THE TEXT HEIGHT SHALL BE 4" \`\i-fwf /yam FUTURE ROAD STANDARD DETAILS U ' T� _ GOttBge EXTENSION 9GN Grove '•^�°•'"°rmwla Noe COTTAGE GROVE, MINNESOTA STR-31 PISNEEReneneering HYDRANT] - - J L - - g S' STI B1ACE5[GANE, el6' � z � H STOP SIGN NIOPERTY CN [ f [ /yam STANDARD DETAILS Cottage NP[CAL DT LOCAnoNs Grove �r';21.11 °'+a<rn°•w+^°wM�""R COTTAGE GROVE, MINNESOTA 1/2'X6" GALVANZED ROLES WITH OJT WASHERS �(CARWAGE F. OR SQ-) I yi 1' EX. GROUN T� NOMINAL B STEEL CHANNEL.- - STANDARD WEIGHT OF 3 LDS/FT NO ES: 1. THE BITUMINOUS OF THE BARRICADE SHALL BE CENT FROM THE END OF THE BITUMINOUS ROAD WITH THE BAR BAI CENTERED ON THE ROADWAY FACING THE FLOW OF TRAFFIC. BARRICADES SHALL BE PLACED WITH MAXIMUM 6' SRAND SHALL SPAN ENTRE ROADWAY WIDTH. 2. ONLY ONE'END OF ROAD OAD M MARKER" REQUIRED PER STREET. STANDARD DETAILS I-.7-,�_.---. ' Tom_ GOttBge PERMANENT BARRICADE 11°^"'"""" 1`\i-fwf Grove A"•�e rn°•."Aryai°`�N"e COTTAGE GROVE, MINNESOTA � STR-32 4 6, Ideal Ave. S. 2'A FIRST LETTER UPPERCASE LOWER CASE LLTTERS 4.5" SUFFIX & NUMBERS SPLIT 3" & 2- PUBLIC - THROUGH STREET LInward Court FIRST LETTER UPPERCASE 6 LOWER CASE LETTERS 4.5" PUBLIC - CUL-DE-SAC 1. ALL STREET SIGNS SMALL BE 3M DIAMOND GRADE 00 DOUSE -FACED EXTRUDED BLADES. 2. FIRST LETTER OF SUFFIX SHALL BE UPPERCASE WITH ALL REMAINING LETTERS TO BE LOWERCASE 3. ADDRESS NUMBERS FOR STREET NAME BLADES WILL BE PROVIDED AT A LATER DATE. 4. STREET SIGN POSTS SHALL BE 12 FEET LONG, 4 FEET DRI INTO THE GROUND. 5. SIGN POSTS FOR STREET NAME BLADES SHALL BE ROUND TUBULAR ALUMINUM OR HOT DIPPED GALVANIZED STEEL, OUTSIDE DIAMETER 2-3/81NCHES, WALL THICKNESS 0.108 INCHES. 6. ALL PUBLIC STEET NAME BLADES BHALL BE "GREEN" IN IX IFTTERING ON ALL STREET NAME BLADES SHALL BE HIGH INTENSITY, "WHITE' IN COLOR. STANDARDDETASI-.-.._..---. Grove a STREET NAME BLADE SIGNS PUBLIC STREETS A^«. m°•.w°iM°'"°'Nr COTTAGE GROVE, MINNESOTA STR-29 10'DRAINAGE&UTILfTYEASfMENT CROSSING H H- RIGHT-OF-WAY LINE L CENTER OF 5' MA% WIDTH TRENCH FOR UN, TELEPHONE ELECTRIC & GAS (NOTE: ALL UTILITIES IN SAME TRENCH) -CURB&GUTTER(TYP) C,ry "r CDN.- STREETCENTERLINE mP) - SINGLECONDUIT TYPICAL PRIVATE CROSSING ITYP) II UTILITY PLACEMENT_ PLAN VIEW 4" OR 6" NOTE: ABOVE GROUND UTILITY BOX" SHALL PVCSCH40 BE LOCATED TO ALLOW FOR 3.0' CLEAR CONDUIT (TYP) ZONE FOR SIDEWALKS AND TMILS-E%FINISH CONDUIT GRADE fl VARIABLES\ 23'I 5'STEEL MINIMUM I\b1 FENCE POST Z' 4' DEPTH VARIES 12"SEPARATION 4"WCSCHEDULE4O (YPI TPER EACH CONDUIT (TYP) PVC END CAPS LOGATON CITY CONDUIT (FUTURE USE) TRENCH CROSS SECTION CROSS SECTION AT CONDUIT CROSSING STANDARD DETAILS r (--Cottage PRIVATE UTILITY CONDUIT CROSSING �.X� Grove 4''+e m°••^p°"�HNr COTTAGE GROVE, MINNESOTA �Izl 4" � nso 6° Lamar Ave p FIRST LETTER UPPER LOWER CASE LETTERS 4.5" PSRIVATE NTHROUGH�STREET 6" Lamar Ct pAS E FIRST LETTER UPPER CASE 6"��2" LOWERCASE LEnER54.5" SUFFIX & NUMBERS SPLIT 3" & 2" PRIVATE - CUL-DE-SAC STANDARD CONSTRUCDON NOTES FOR STREET NAME SIGNS 1. ALL STREET SIGNS SHALL BE 3M DIAMOND GRADE DEG DOUBLE-FACED DORUDED BLADES. 2. FIRST LETTER OF SUFFI%SHALL BE UPPERCASE WITH ALL REMAINING LETTERS TO BE LOWERCASE 3. ADDRESS NUMBERS FOR STREET NAME BLADES WILL BE PROVIDED AT A LATER DATE. 4.STREET SIGN POSES SHALL BE 12 FEET LONG, 4 FEET DRIVEN INTOTHEGROUND. 5. SIGN POSTS FOR STREET NAME BIADES SHALL BE ROUND TUBULAR ALUMINUM OR HOT DIPPED GALVANIZED STEEL, OI E DIAMET 112-3/81NC ES, WALL THICKNESS (LIN INCHES. 6. ALL PUBLIC SLEET NAME BLADES SHALL BE' —EN" IN COLOR. UETTERD rvG ON ALL STREET NAME elADF55HALL eE HIGH INTENSITY, "WHRE" IN COLOR. STANDARD DETAILS Grove a STREET NAME BIADE SIGNS PRIVATE STREETS 44ne m°•.w°i°'�`"NaR COTTAGE GROVE, MINNESOTA STR-30 EQUALSHALF WIDTH OF STREET OFEN OUT TRENCH � (TYPICAL) _2- - - - - MILL AND OVERLAY - - - - - - If AREA (TPICAL) - — - CIX4CRETE CURB (TVMCAL) RIGHT-01WAY LINE NOTE: 1. REMOVE AND REPLACE STREET SECTION 2' WIDE EKIEAN GDEPTHEXCAVATION.1 2. MATCH IXISRNG DEPTH OF MATERIALS. /yam GOGEttve&ge ^•^H°••nimH� STANDARD DETAILS BITUMINOUS REMOVAL LIMITS COTTAGE GROVE, MINNESOTA S R-35 _, IL1I TOOLED CONTRACTION ]DIM NOTE: CONCRETE CURB 6�� IRR[GATIW CON WITTRENCH SEPARATE FROM ALL PRVATE UTILITIES. A &GUTTE0. a _ A L MISED MEDIAN «. •• LLL CONCRETE CURB VARIABLE NELSASGNIEDORAS SHOWN SIGN ON THE LEGEND. ONTHE PLANS OR STREET SIGNS 12 TEIESPPA ga. G4LVANI2ED SIGN POST ;� x3'x 12 ga NTFRTORS FFVF 6" 6" & GUTRR PLAN 3'-4"M"CURB, TOPOF TYPICAL IRRIGATION DESIGN STREET MEDIAN GNADE SURFACE MOUNT ANCHOR BASE CONDUIT CROSSING GRADE y 6 SECTION A -A NARROW NOSE _ —6. • NGCONCRETE PIlW VIEW A� MNDOT6418 MOp TE RAISED MEDIAN 0618 MOD CONCTTER CURB&GUTTER O CURB CURB & GU1lER NOTE: CONCRETE PPD SURFACE SHALL HAVE BROOMED FINISH 2 C � 21.3' EXISTING VARIES I FINISH GRADE 49� � 3' . 5' STEEL FENCE POST -•125' — CONTROL101NTS . % CONTROL JOINTS VARIABLE EXPANSION JOINT — CONTROLJOINT MINIMUM A 9'DEPTH PLAN CONCRETE _ _ 6" 6'CONORETF 4" GRAVEL BASE TYPICAL WCT[LE IRON (DIP) 51)' TOP A MISED END DESIGN STREET MEDIAN EXTEND CONWRl'J TYPICAL GRADE D P CONDUR ND OF R/W �E%PANSION IOINT CROSS SECTON TRETKN CROSS SECTION 6 SECTION A -A ATCONWIFCROS.SING WIDE NOSE ON 21' RADIUS RAISED MEDIAN // /�_ STANDARD DETAILS / STANDARD DETAILS , \— — COtt�¢ DIP IRRIGATION CONDUIT CROSSING ` (— — COttB�¢ V fA G[OVe W G[OV¢ CONCRETE APPROACH NOSE DETAILS Cottage Grove STANDARD DETAILS TYPICALTRAFFICSIGN INSTALLATION MEDIAN /�\ STANDARD DETAILS (M C tlB CONCRETE HYDRANT PAD , Grove °ry•2 COTTAGE GROVE, MINNESOTA y�R-;E ^^p1 COTTAGE GROVE, MINNESOTA STR-37`°° JF °id COTTAGE GROVE, MINNESOTA STR-38"'M11°""° COTTAGE GROVE, MINNESOTA STR-39 0.125'- 1 1 1 1 o; PA K Reo LOCATION OF MONUMENT- L LH MA%IMUMV-TFROM 0.5' PROPERTY CORNER RYPI SPEGFICATIONS: 0.15' 1. LETTERING 'PARK" "OPEN NOTES: Q 1. 1. M SIGN PANEL: 1.1. FOR SANITARY- WHITE •NURATED ON RING: OR SPACE" INDICATED ON PLAN 4'S • LETTERING ENGRAVED INTO POST, 1/4"DEPTH UE Q LETTERS ON GREEN HIP SHEETING VVIWHIiEBORDER' •LLTTERSTO BE ARIALFOM, WHITE, 0.35'TALL, 0.10' SPACING BETWEEN LETTERS, 8' 1.2. SW FOR STORM SEWER -WHITE O LETTERS ON GREEN HIP SHEETING WITH WHITE BORDER. 0.30'SPACING BETWEEN LOGO AND LETTERING _ _ _ _ START 0.5'FflOM TOP OF POST I�l' 2- POST MATERIALS � � i 1.1. GV FOR WATER MAIN - WHITE O LETTERS ON BLUE HIP SHEETING •ED SODA RECOMOSITE POST WITH ROUNOEp 1� EDGESANDCORNERS �� 3.5' I� •TOREST AEEN ll 3. POI A N W[DI WHITE BORDER 2. U-CHANNELG4IVAMZEDPOST, MINIMUM 3 LE/ Fi 6' 6" LONG. -ACED TH LE LETTERING FACING PRIVATE J1_ i� • PROPERTY I� FRONT SIDE O / 3. REQUIRED FOR STRUCTURES E—EED IN NON-MATMAINEDAREPSAS DIRECTED BY ENGINEER. STANDARD DETAILS ( GroVee CITY MO NU VENT POST STANDARD DETAIL$ G[OVe¢ STRUCTURE MARKER SIGN C.lCA EGROVE,MINNESOTA STR-40 • •^4^a"`�NM COTTAGE GROVE, MINNESOTA SIR41 PISNEEReneneering PG� DETAILS RA\INE PARK WA1LLC WOODWARD PONDS2ND&3RD ADDITION JE /.18 38 A © STRAIGHTFORMSMAYBEUSED3"WALK 08%-107. FLAOREFLOAREQ8%-10%FLARE BACKOFCURBFpii FLOWLINEpiipiiFRONTOFGUTTERNON-WALKABLE AFORWALKABLEDIAGONAL SURFACE PERPENDICULAR NLY BE USED AFTER ALL FAN�O URBRAMP TYPES HAVE BEEN AFED AND DEEMED IMPRACTICAL 0 NOTES: �� rO FLA LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR) CHANGES p" DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, 0 3" AND IF THE APPROACHING WALK IS INVERSE GRADE GREATER THAN 2%. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK OF CURB, WITH 6' FROM THE BACK OF CURB BEING TE PREFERRED DISTANCE, ONLY NON -WALKABLE OR S NON -WALKABLE OR APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE' IS OVER 5.0%. WALKABLE SURFACE O O WALKABLE SURFACE SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE FLARE FLARE WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/9" DEEP O OO pii pii O © © VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES I (F� ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. (EXCEPT AS STATED IN© BELOW. A TIERED PERPENDICULAR TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISIONS - PROSECUTION OF WORK (AOA). C- T 2 3 MODIFIED FANQ !OP O4 CUHB SHALL MAICH PROPOSED AWACWI WALK PIONEEReneneei irlg e 6 "° "i ..r.,o. ro' RA\KNE PARK WA1. LLC WOODWARD PONDS 2ND&3RD ADDITION PG� . �.:. DETAILS of s � 7.19 38 GRADE. PAR]. PIONEER >ge�,� PG� ..r„o. ro' DETAILS RA\INE PART \VA1', LLC \VOODWARD PONDS 2ND &3RD ADDITION 7.�0 38 ten, rsu� NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR) CHANGES DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, WALKABLE AND S THE APPROACHING WALK IS INVERSE GRADE. SURFACE INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK QI OF CURB, WITH 6' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY F APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. B SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE Q RAMP WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%. © CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. l/4" DEEP VISUAL 2' MAX JOINTS SHALL BE USED AT THE TOP GRADE BREAK OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. O 0 ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. _ ^ B% TO SO% SLOPE THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. m TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE AOA SPECIAL PROVISION (PROSECUTION OF WORK). O" O TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. B SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. B � WHEN THE BOULEVARD IS 4' WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SURFACEKABLE ALL RAMP TYPES SHOULD HAVE A MINIMUM 3' LONG RAMP LENGTH. �>Mty 4' MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS O. r-yG O SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL. DETECTABLE '4 TO p.2 WARNING LOVER ENTIRE WIDTH OF SHARED -USE PATH ANO THE ENTIRE PAR WIDTH OF Q3 BACK OF CURB THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/PATH WIDTH. ARC FLOW LINE DIRECTIONAL RAMP WALKABLE FLARE LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. 4 F99Fo o" s' MAX � C THE BACK INOTES T® MPLACEMENT. OF CURB. Q FRONT OF GUTTER SEE & ©EFOR INfORMATIOLN REGARDING RECTANGULAR DETECTABLE( WARNING 01 MATCH FULL CURB HEIGHT. COMBINED DIRECTIONAL Q 02 3" HIGH CURB WHEN USING A 3' LONG RAMP 4" NIGH CURB WHEN USING A 4' LONG RAMP, Q3 3" MINIMUM CURB HEIGHT 15.5' MIN. DISTANCE REQUIRED BETWEEN WALKABLE FRONT OF GUTTER INSET A O O BACK OF CURB/ 1,4" FLOW LINE EDGE OF WALK I 1/4" 1 24" 1 8-12" 1 PERPENDICULAR 1NSL1 B VAR. PE RAMP 6" CONCRETE WALK PROJECTED BACK OF CURB/ PRINT IFGUTTERFLOW LINE I/4 EDGEIFWALK J- 24" 8-121, 11 INSET B OUTFLOW GUTTER OB 20' MAX. RECOMMENDED TO NOT AFFECT PARKING HOLD TANGENT 5' PAST OUTSIDE ZERO 1:3 MIN. TAPER (DOWNSTREAM SIDE'S INSET A FRONT OF GUTTER q0 Qj BACK OF CURB/ FLOW LINE EDGE OF WALK I 2 3/ 7 1/4" 29" 8-12'e NON PERPENDICULAR Q DESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL 1/4" MIN. TO 1/2" MAX. INSET A 1:3 MIN. TAPER 1:5 PREFERRED TAPER I UPSTREAM SIDE' _0 TANGENT 5' ST OUTSIDE ZERO SMALL RADIUS 2'-10' TYPICAL LARGE RADIUS 20'-40' TYPICAL ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT)u DIRECTION OF TRAFFIC MAIN STREET PISNEEReneneering INSET A FRONT OF GUTTER 40 07 BdCK OF CURB/ FLOW LINE EDGE OF WALK 1/4 04 0 3/ Z 1/4" 24" c 8-12" FOR CURB MACHINE PLACEMENT AROUND RADIUS (REGARDLESS OF RAMP TYPE) MILL VERTICAL O & (a) EXISTINGEXISTING BIT. 2" BITUMINOUS PAVEMENT MILL & PATCH 29"MIN 0 2 F� OPTIONAL SILL CURB WHEN SIDEWALK IS AT BACK OF CURB CONCRETE SILL TO BE USED ONLY WHEN SPECIFIED IN THE PLAN. SAWCUT BIT. PAVEMENT OB & 4O EXISTING BIT. REMOVE & REPLACE PAVEMENT BIT. PAVEMENT 24 IN. i SAWCUT SAWCUT BIT. VARIABLE DEPTH CONCRETE PAVEMENT PAVEMENT CONCRETE BASE EXISTING EXISTING BIT, 2" BIT. PATCH CONCRETE PAVEMENT PAVEMENT O & O 4 6F 46 ONLY ALLOWED PER ENGINEER'S APPROVAL PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER FOR USE ON CURB RAMP RETROFITS SMALL RADIUS 2'-10' TYPICAL COMBINED DIRECTIONAL (COMPOUND RADIUS) 1 NOTES: POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PAR' AT A 2% MAXIMUM. NO PONDING SHALL BE PRESENT IN THE PAR. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH. Q FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: PERPENDICULAR, TIERED PERPENDICULAR, PARALLEL, AND DIAGONAL RAMPS. 02 FOR USE AT CURB RAMPS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: FANS & DEPRESSED CORNERS. 03 BEGIN GUTTER SLOPE TRANSITION 10' OUTSIDE OF ALL CURB RAMPS. 09 THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN I/4". Q5 ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY. © VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REQUIREMENTS. QT TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. 08 SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE HIGH POINT OR SUPER ELEVATED ROADWAY SEGMENTS. 09 DRILL AND GROUT NO. 4 EPDXY -COATED IS" LONG TIE BARS AT 30" CENTER TO CENTER INTO EXISTING CONCRETE PAVEMENT V MINIMUM FROM ALL JOINTS. ® HELPS PROVIDE TWO SEPARATE RAMPS, REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. 11 CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS, USUALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE ON -STREET PARKING IS AVAILABLE. CURB EXTENSIONS SHOULD BE CONSIDERED FOR APB INTERSECTIONS WHERE SPACE IS LIMITED. PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET. © PLACE BOND BREAKER BETWEEN WALK AND TOP OF SILL. © 1/2" PREFORMED JOINT FILLER PER MNDOT SPEC. 3702. ® DIMENSION TO BE SAME AS SIDEWALK THICKNESS. 4" MIN. PLACE DETECTABLE FACE OF CURB/PRUJECTEO WARNINGS ENTIRE FACE OF CURB WALK/PATH WIDTH LANDING ggDW MATCH INPLACE / O CURB HEIGHT MATCH INPLACE WALKABLE WALKABLE CVRg CURB HEIGHT DETECTABLE FLARE FLARE CURB WARNINGS RAMP �R9 BACK OF WALKABLE WALKABLE rgPFR SURFACE 8-10'/. a-10% SURFACE 1 ONCRETE m ONCRET O 2 FLARE FLARE © Q NEAREST CORg O RAIL T 2 1 2 gPER TAPER CURB � CROSSING 3" MINIMUM CURB HEIGHT 4" PREFERRED q' 8.5 PAVED FLARES (MEASURED AT FRONT FACE OF 08NEERewneering ..r„o. ro' RA\INE PART \VA1', LLC \VOODWARD PONDS 2ND &3RD ADDITION PG� DETAILS �F ten, rsu� 2�2 38 CURB) AND :3 EXISTING _ _„1/2" R. WALK �: BiYIG :�YRry4lry.�v 1" R. !i/ VARIABLE HEIGHT H 6" 2 w V CURB ADJACENT TO LANDSCAPE CURB WITHIN SIDEWALK LIMITS 1 EXISTING '1/2" R. WALK � 1" R. n ly'y9i'INpryiJl,q iO VARIABLE HEIGHT H 6" w z V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS 1/2 R. \\\\1C\ . V CURB INTERSECTION V CURB ADJACENT TO BUILDING OR BARRIER CONCRETE CURB DESIGN V CURB HEIGHT H CURB WIDTH W 6" 4" ma 4' MIN. LANDING 4' MIN. LANDING DISTANCE FROM APS PUSH B BUTTON TO EDGE OF SIDEWALK 6" WIDE MUST NOT EXCEED 10 INCHES V-CURB 6" WIDE V-CURB DISTANCE FROM APS PUSH BUTTON TO EDGE OF SIDEWALK MUST NOT EXCEED SO INCHES A 1:2 L2 6" WIDE V-CURB G" WIDE V-CURB 4" PUSH DUTTON STATION POLE 'a.WIDE BY 18" LONG, 30" X 30" SQUARE 4" PEDESTAL POLE B PEDESTAL FOUNDATION (LINE UP CENTER OF POLE (MUST BE FLUSH WITH Aj PLAN VIEW MIN. 12" THICK CONCRETE. MODIFY THE PUSH BUTTON ARE FD�INALLOW A WITH THE BACK OF V-CURB) THE SURROUNDING WALK) PLAN VIEW APS PUSH BUTTON MOUNTING SPACERS (SADDLE ADAPTORS) APS PUSH BU MOUNTING SPA (SADDLE ADAF 18" WIDE CONCRETE MATCH HEIGHT ADJACENT 6" WIDE V-CI SECTION B-B SECIION A -A SIGNAL PEDESTAL & PUSH BUTTON (V-CURB) PUSH BUTTON STATION (V-CURB) PISNEEReneneering SEMI -DIRECTIONAL RAMP (3,4,9) 3' DOME SETBACK, 4' LONG RAMP AND PUSH BUTTON 9' FROM THE BACK OF CURB PRIMARILY USED FOR APB APPLICATIONS WHERE THE PAR DOES NOT CONTINUE PAST THE PUSH BUTTON (DEAD-END SIDEWALK) sz O 4sz (VAR.) 6.0' )VAR.) INSET A TRANSITION PANEL OO OO NOTES: A WALKABLE FLARE IS AN 8-10% CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS ADJACENT TO A WALKABLE SURFACE. OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A PUSH BUTTON TRAVERSES THE FLARE. ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT-OF-WAY ALLOWS, USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP OF SIDEWALK ELEVATIONS. © END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. Q2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. Q3 EDGE BETWEEN NEW V CURB AND INPLACE STRUCTURE SHALL BE SEALED AND BONG BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V-CURB. Q4 THE MAX. RATE OF CROSS SLOPE TRANSITIONING IS V LINEAR FOOT OF SIDEWALK PER HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 6' OR THE RUNNING SLOPE IS GREATER THAN 5%. DOUBLE THE CALCULATED TRANSITION LENGTH. QS TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP, OR IF NEEDED, LANDING ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). © EXISTING CROSS SLOPE GREATER THAN 2.0%. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO B.37. OR FLATTER ARE ALLOWED. IT T INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.O% MINIMUM AND B.37. MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.11. ®LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PAR . QT TRANSITION PANEL(S) - TO BE USED FOR TRANSITIONING THE CROSS -SLOPE OF A RAMP TO THE EXISTING WALK CROSS -SLOPE. RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK. SEE THIS SHEET FOR ADDITIONAL INFORMATION. O O 2 PLAN VIEW 12" NIN. 2 NON -CONCRETE NON -CONCRETE EXISTING 36" SIDEWALK EXISTING BOULEVARD 80ULEVARD SIDEWALK NAx, REPLACEMENT SIDEWALK LANDING 1.0% MIN. 2 5.0% MAX. LANDING LANDING O F@_ 2 SAW CONCRETE SIDEWALK FULL DEPTH ON EXISTING JOINT (INCIDENTAL( PROFILE VIEW i/2 2 � L AB CONCRETE CONCRETE BL G BOULEVARD BOULEVARD 6" A A q" SIDWALK (TYPICAL) 0 0 OPTIONAL SIDEWALK REINFORCEMENT EDGE OF THROUGH LANE SIDEWALK REINFORCEMENT TO BE USED ONLY WHEN SPECIFIED IN THE PLAN. I.0% MIN. 5.0% Max. EXPANSION MATERIAL PLACEMENT FOR OPTIONAL CURB LINE REINFORCEMENT O q D CONCRETE AND BITUMINOUS ROADWAYS PLACEMENT ON BITUMINOUS ROADWAYS 1.0% MIN. 5.0% MAX. 36" MAX. SAWCUi -D PAREXISTING CURB a POOR OF THROUGH LANE [ AND GUTTER l2" PEDESTRIAN RAMP PEDESTRIAN RAMP 2' 3" MIN. 3" MIN. UP TO 2.0% 2.0% MAX. OR UP UP TO 2.0% 2.0% MAX. OR UP UP TO 2.0% CHANGE TO 4% CHANGE CHANGE TO 4% CHANGE CHANCE SAWCUT T CA FLOW LINE PROFILE "TABLE" - TWIN PERPENDICULARS I r FOR USE ON CURB RAMP RETROFITS B EAG r/z1 CURB AND GUTTER PRoposeD cues PEDESTRIAN RAMP ANo GurrER REINFORCEMENT O UP TO 2.0% 2.0% MAX. OR UP UP TO cHANCE TO 4% CHANGE cgagcE OPTIONAL CURB LINE REINFORCEMENT DETAILS Oz O9 FLOW LINE PROFILE "TABLE" - FAN LANDING 1.0% MIN. 36" MAX. 5.0% MAX. PEDESTRIAN RAMP PEDESTRIAN RAMP LANDING 1.0% MIN. l.0% MIN. 1.0% MIN. 1.0% MIN. 1.07MIN. 5.0% MAX. 1.5% PREFERRED 5.0% MAX. 1.5% PREFERRED 5.0% MAX. LANDING 36" MAX. FLOW LINE PROFILE RAISE - TWIN PERPENDICULARS PEDESTRIAN RAMP 12" \� 36" MAX 1.0% MIN. 1.0% MIN. 1.0% MIN. 36 36" 5.0% MAX. 1.5% PREFERRED 5.0% MAX. MAX. MA%. 36" MA%. L2" 2 12 FLOW LINE PROFILE RAISE - FAN 312 12" CURB LINE AND ROAD CROSSING ADJUSTMENTS SEPARATE LANDING � POUR REINFORCEMENT "TABLING" OF CROSSWALKS MEANS MAIIJTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK, NOTES: IS REQUIRED WHEN A ROADWAY IS IN A STOP OR YIELD CONDITION AND THE PROJECT SCOPE ALLOWS. © TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE RECONSTRUCTION PROJECTS: ON FULL PAVEMENT REPLACEMENT PROJECTS (RU NNING SLOPE GREATER THAN 2%) SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. "TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY POURED INITIAL LANDINGS. Q DRILL AND GROUT N0. q 12" LONG REINFORCEMENT BARS AT 36" MAXIMUM CENTER MILL & OVERLAY PROJECTS: "TABLING" OF FLOW LINES. IN FRONT OF THE PEDESTRIAN RAMP, TO CENTER (EPDXY COATED). BARS TO BE ADJUSTED TO MATCH RAMP GRADE. IS REQUIRED WHEN THE EXISTING FLOW LINE IS GREATER THAN 2%. WARPING OF THE BITUMINOUS PAVEMENT CAN NOT EXTEND INTO THE THROUGH LANE. TABLE THE FLOW LINE TO 2% OR AS O3 DRILL AND GROUT 2 - N0. 4 X 12" LONG REINFORCEMENT BARS (EPDXY COATED(. MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; REINFORCEMENT REQUIRED FOR ALL CONSTRUCTION JOINTS WITHIN RADIUS. 111.0% MIN- CROSS-SI DPF Of THE ROAD q THIS OPTIONAL CURB LINE REINFORCEMENT DETAIL SHOOED ONLY BE 2l 5.0% MA%. CROSS -SLOPE OF THE ROAD O 3) TABLE" FLOW LINE UP TO 4% CHANGE FROM EXISTING SLOPE IN FRONT OF PEDESTRIAN RAMP USED ON BITUMINOUS ROADWAYS WHEN SPECIFIED IN THE PLAN. 41 UP TO 2% CHANCE IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CURB RAMP O 1/2 IN. PREFORMED JOINT FILLER MATERIAL PER MNDOT SPEC. 3702. STAND-ALONE ADA RETROFITS: FOLLOW MILL & OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT WARPING IS GONE WITH BITUMINOUS PATCHING ON BITUMINOUS ROADWAYS AND FULL -DEPTH APRON REPLACEMENT ON CONCRETE ROADWAYS. EIpp� REVISED; +AWW REVISION: RAISING OF CURB LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED AREAS. RAISE THE CURB LINES ENOUGH TO PEDESTRIAN CURB RAMP DETAILS ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA: / /.�/ APPR VEO: J�ANNUp ^ ARY 23.�2017 11 1.0% MIN. AND 5.0% MAXIMUM CROSS -SLOPE OF THE ROAD � /I pgovm: EITHER OF PEDESTRIAN RAMP) TO MAINTAIN POSITIVE � \F\'C UKn 37 5 0% RECOMMENDED MAX. FLOWLINESIDE PIONEEReneneei ing 12 11e 66 "i ..r„o. mi RAVINE PARINVA1 LLC WOODWARD PONDS IND&3RD ADDITION PG� nw u.Ns .n:n>zc< e,e1-I. 1'. , �:E� . 1I,IIa,:o, . .:. DETAILS I� ten, -311 2�4 38 DRAINAGE