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2.0 - Utility & Street Planmoo L ROOT WHITE OAK J 1000 WHITE OAK Lry C �I - 3981 STRATFORD ROG 3961 STRATFORO R0G \ / 6850 SIR,-BLVD C 5 BM THIN: P 9�6.a 9M.217 J`K 9Ta/STRATFORD LANE _ _ s-w 971.E - CI 8 978A q,�9, 616V.501 / V T.P S.nd 1-1. \ / / 9a6 W FB BE I W BFB 9 GF9675 3 TINID IF MAY' OF WO., -ceaz: - L3-Bi W>OIT >^ ? (.,1.3 BFI LAKE MINNEWASHTA ---- ID #: OHWL:944.44.5 L off' ; ` '/#/i;; `zs°F� O . mm0 � m m m m w$ WHITE OA I7 F REMOI� EXISTING SERVICE / PROPO D CDS2CREATION TO SEWER MAIN $REINSTALL +/- 2,235 IS 77:7 SAWCUT &MILL AREA 39eo WHGE CAN Ut -/- 1,695 SF \ 3960 WHILE OAK UN 1. CUL-DE-SAC TO BE CONSTRUCTED TO MEET CITY STANDARD CUL-DE-SAC DESIGN (CITY DETAIL PLATE # 5205) 2. SAWCUT & MILL STREET TO CENTERLINE AS SHOWN. 3. FULL STREET SECTION TO BE INSTALLED (CITY DETAIL PLAT # 5200 ) 2"-MNDOT2360SPWEA240C TACK COAT 2"-MNDOT2360SPNWB330C 12. CLASS 5 AGGREGATE BASE 24" MNODT 3149.2B SELECT GRANULAR BORROW 1. PROPOSED LOTS TO UTILIZE EXISTING SEWER $ WATER SERVICES, EXISTING SERVICE ELEVATIONS ARE TO BE FIELD VERIFIED 2. WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE STATIONING IS CALCULATED FROM THE DOWN STREAM MANHOLES. 3. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES FILTRATION BASIN NOTES: 1. Excavation of (he basin shall Be tlug 2.0' below (he fiRishetl foal gratle after the site has REII tl foal stabilization (Final stabilir d shall be as SIA.Bd by the NPDES permit) 2. The filtration basin RRBtlia will Be installetl aker(he site has reachetl final stabilization. Finalstabilizationshallb .d finetlbylhe NPDESW-it. 3. To prevent soil compaction, heavy equipment shall not be allowed within the basins aanytime. 4. The bokom of the filtretion basin shall be filled a minimum Bf 12" poor to placing the MINI soil. 5. Relatively light equipment with tracks shall Bebe uI to excavate B filiI basins C Immafiately upon completion of greding the filtretion basin,silt fence shall be installed per the plan to establish Pedmaer Control. 7. The filtration soil within the basins will be 2.0'tleep With a6"tlmintile at the base Gf NBfilhationmetlia. E. Maximum 45- bend allowed In ereintile 9. Install cleanouts et.11 pipe Bntls 10. Cleanout Dsem shall be left 2fiabwe gONJI 11. Draintile shall be 3 hole, 120" perforation PSI NO sock. BEDDED IN COARSE FILTER AGGREGATE (SPEC MNDOT 3149.2)-SEE DETAIL TYPICAL FILTRATION BASIN DETAIL 20--------------------------------------------------------------1- ------------------------------------------1 •outlet S20 HWL See tletell 15r - - -- - - -- ------------­-10 NWL- TOP F metlia-r Ian 10 L RAw EL aN Ltenemmnu:tla _ t L ___L L ___ j 10 8 PVESCH 40IPerEF1Dm n01e SR n ro lie I'netl ,,1on a to matenal BEDDED IN COARSE FIBTER AGGREGATE (SPEC MNDOT 3149 2)-SEB DETAIL i Filter MINX(2.0'.eplh): I II II II I _4See sp'pcific basi�mix bell III II II II l 0+00 J 0+10 L 0+20 J 0+30 Y 0+40 0+50 0+60 0+70 0+8 ___- 0+g0`_--_J 0 y 0 4. THE CITY OF CHANHASSEN CURRENT "STANDARD SPECIFICATIONS AND DETAIL PLATES' SHALL GOVERN. 'FILTRATION BASIN MIX 5. THE CONTRACTOR SHALL CONTACT THE SEWER AND WATER DIVISION AT THE CITY AT LEAST 48 HOURS PRIOR TO ANY PUBLIC SEWER/WATERMAIN CONNECTION, (952}227-1300. Mix D =A -MN stolmwater ManuaO Bioretention Soil Mix D soil shall be a mixture of coarse santl, compost antl topsoil in propoNws which meet Ne fdlowing: silt plus clay (combined): 25 W 40 percent, by drywaght 6. ALL FES INLET AND OUTLETS SHALL BE MARKED WITH WITNESS POSTS, TO BE FURNISHED BY b. total santl: 60lo 75 percent, by Iky weight THE CITY. total coarse and medium santl: minimum of 55 Percent of total sand, by dry weght J. fine grovel less than 5 millimeters: up to 12 percent by Ikyweight(calculaletl separalelyfrom sarltllsilV day total) 7. LOT 2 SEWER SERVICE WILL NEED TO BE REMOVED TO THE MAINLINE AND REINSTALLED a organic matter conlent2to5percenl,percentlossonignitionbydryweight; MnDOT GNSde 2 compost(See Spedfiratien 3690) is-Rnentletl. MEETING CITY STANDARDS CITY DETAIL PLATE f. W.ratetl hydraulic conducfivity:Ito 4 inches per hour ASTM F1815.Note thatalthough this infiltafon refs is generallyappli.Ne a85 pemeMcompactim, ( ) Stantlartl Proctor ASTM D968, this is an infiltration rate stantland antl R.D. compaction stantlartl. Therefore, this infiltration rate may be meta IGWer levels of compaction. 990 980 970 960 950 3+00 4PIT VARIAILE DRU DES TOP 6' OF POST RIHNTEI BLUE BOX AND C CE RE m- - STRECT p E WIRE CURBH t qa sTANOPIPE D AGGEss Box Do NOT IN RISER ROD II D PEURP -, II RII E-1. G ANODE Ro OR PEX PIPE 20..... PSIII I xI -IGNITION WATER AIN- cGEK -MIN saEB TMIcx AND Bz'SQ IN. 2 CAP/PLDUPPER G OR BECOGPIDDOVERRgNPEgI.C-L TO CURB STOP, IF PW'TIC SERVICE USE END 4. CRIPORPIPON CCXR 10 BE OF GPHEQUICK COMPRESSION TYPE AM STATED IN 1E111N 1,11 GE THE RMAIN SPECIFICATIONS EREQUIRE USE OF STAINLESS U L STEEL SADDLES ALL MAINS 6 SADDLE 372 oR APPROVED EQUAL As PER sernory z la of THE 0 TYPICAL WATER SERVICE REVrSED:2 24 1 ENGINEERING I)EPARTIMENT I EN OO 1005 ..ABLE PIL VARMBLE HEAVY METAL - TEE POST ACCESS Box E BEND o-- ovER P ° T m s ry c Sod- P�iPE, n ELOPE Va• PeR Foo QGROVE IN "RoumDlNe GNESDIDE Ro uz PIPE mnmE-TER GRAVITY MAIN Mm AR KER PLUGGED x cAs stD NalowTNs crvory cnsKETED11 I. Pass To s•Al- FINISHED GRAOE ANG 1. ANYR REQUIRED CLEAN"' NOT BE LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY. I NUIR BCODING (MNOOT OR COURSE FILTER AGO-ATEHM DOT TRALL IS PRESENT IN THO BLVD THE MAY BE EXTENDED INTO WITH ATHEI SIDEWALK THE DBUEASEMENTON SERVICE WURE ENGINEERS APPROVAL. TYPICAL SANITARY SEWER SERVICE © (LESS THAN 16' DEEP) RE9IEED.2-2a 1 ENGINEERING DEPARTMENT I PLATE NO.: 2001 CB3 ---- -- - TC: 9776 -------- ---- -------- STMH2 -- •----------------- BLD 4 6 TC 975.0 DIA: 00" BLD 40 --------IDIA: 480 --'.- \ , G FES1 _ INV: 970.0 z zz 2+00 1+00 0+00 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE SHALL DETERMINE THE EXACT AGREES TO BE FULLY RESPONSIBLE FOR ANY ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. WATERVIEW 1 INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN EW SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA. W o N SATHRE-BERGQUIST, INC. cRECI�D INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST,INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE ',�^ ��J ,S, /v/� m ....., m 1400025TH AVE N#120 PLYMOUTH, MN. 55447 (952)47fi-6000 HANHA EN, RSM DATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. ROBERTS.MOLSTAD, P.E. Cry P P`' P M I N N E SOTA 06-14-24 Dale: 06/14/24 Lic. No. 990 980 970 960 950 -0+50 (= oWN) R GE(=ENOTEA"i-11 ow STING ATALL LOW PG ANDGRATE N'FAT IIR FOR -CONCRE � LA � 4 BEATED HHAVE 'IT EGGL OF NAMNEIR aEQGALN a s ry WN MINE -MANHOLE STEPS METER sale PLAN UNL I O0 1HW V OR IRCER E ERT CCO DANCE WITOHLL TAILAPUGR TEFl100 SECTIONNOTES smE AND GUTsmE THE STRucnIRE. aeQUIEO, A 11 lmuMEsu11 DFPTH NE 4- sHA T BE CvnsTITI-D BELGW THE LOWEST TH 4. ALL DRARITIUE INETAL��ONS E'ALL BE IN AC TRACER WIRE ACCESS BOXES TO BE LOCATED 2 5C R,��ANNC E IN I THI D E ]I I C Al UTNE IG I I I E2 RIEI�1,4� LA.1 I I I AT E I BE CARD EAS N En _ CABLE TYPICAL 4' DIAMETER__ CATCH CATCH BASIN MANHOLE 0 EN 3102 REouR N[N1s' PLAN R PR P EGu RED NI P.e 2i 1.3a cUL, TO v CLI14'to (Gee nIb w PP m aoo Ba7 T land P L­ under FES Granular Filer SECTIONS A NPRAl el SECTIOs B-B Geate nleeme�c * For outlet velocities less than 10 Ft/Sec. Outlet velocities eeding 10 Ft/Sec shall obtain prior approval by the CIfIOF RIP RAP DETAIL UBNIIIhWGII HE HIM ENGINEERING DEPARTMENT -" 3107 (6-Rv 50 25 0 25 50 1100 �-� ® ® _® 0 LJ _ -�-� �� SCALE IN FEET FILE NO. UTILITY & STREET PLAN 9745-166 WATERVIEW 2 WOODDALE BUILDERS 9