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2010-03-08_MEADOWVIEW_ROAD_STREET_IMPROVEMENT rIll El - _ ®. - .vf■ i • w - - w - -a - w.. ..'m-w w .a w PROJECT fn � 1 c� -• j —CORR/PRIGS .._.._PAY REG — CONSULT PROP/1NUE — CONSTR LEGAL/EASE ...PERMITS 2010 STREET, DRAINAGE & UTILITY BID/DOCS FEES/COST IMPROVEMENTS LAKE PROJECT PROJECT N LOCATION CITY PROJECTS 10 -01 & 10 -02 T117N, R23W � TKDA PROJ. NO. 14536.000 PROJECT 10-02 SECTIONS 32, 33- I , \\ \, -B`D` DRAWING INDEX ` 0 C IR. I . \ <. -J f ..M R D EDGEWOOD GIR� RD. • (� SHEET DESCRIPTION 1 U �� DOE CIR. � S °� ��. ___� J ',, o s < , AMLEE RD. GENERAL �'�: RD. C NOBLE er EN NELSINE i 5 � , 1 TITLE SHEET / IS LA N� O \ RD . _ GLEN R.. W p =,-- -� 2 LEGEND & ESTIMATED QUANTITIES L D R OSE o DR. _ D w . / ; - DR. m � � H• DING t °�0 3 TYPICAL SECTIONS PINE / AV STAR CIR. 1 /— Y Nry 4 -7 DETAILS i : 011, L rn SMRHTOwN R_ =� �J CGI o � KATHLEEN BRYNMAWR 3 CV. g 8 STORM SEWER CONSTRUCTION CHART C . PL p RD. w MRH[OWNG w w a E CHO MCL,yIN s 9 RIGHT -OF -WAY & EASEMENTS a BRIG p ON y °�? �' \ o,�` ta' Z Ro . -v‘°. 10 EROSION CONTROL / C ° ; j' � e v RIDGE POINT 2�. i WH eoj °� A y e a s aAW B ERRY °s MANN '3e o C; a° 11 EXISTING CONDITIONS &REMOVALS aRl° � � PROJECT 10 01 aR. ` w Q ��O� v PAR II) p q� � ? 12 PROPOSED STREET ALIGNMENTS O N RD.4 0 f ow sT ° f o o • r GAL 13 DRAINTILE IMPROVEMENTS � � T BOULDER ■•• BLU E of. a� wO i F ¢ �� DcE cIR: (((��\~' c _ .. \ BEVERLY a 0 o ° � - -- 14 INTERSECTION GRADES , ( \\ , p m U � P a 'IW S " MURRAY ;\ oR' F > DR �u m g ti g .5 15 SANITARY SEWER IMPROVEMENTS r 0 w \ i AVE. IL <50 OAK 0 O JOR. Y, O. • OAK LEAF TR, N WILTSEY �, ° p D ,, 0 � R E RIB, a. W . ST. �— NG. , j' WILD ROSE LANE TRUNK HWY G9 g 16 STREET & STORM SEWER IMPROVEMENTS 17 -18 CROSS SECTIONS MEADOWVIEW ROAD 19 STREET & STORM SEWER IMPROVEMENTS CITY OF SHOREWOOD 20 -21 CROSS SECTIONS NELSINE DRIVE < °. 22 STREET & STORM SEWER IMPROVEMENTS ts� 23 CROSS SECTIONS 5' ALTERNATE NO.1 24 WILD ROSE LANE DITCH GRADING Ht . T THIS PLAN SET CONTAINS 24 SHEETS 1 i a I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED s BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA F.An,. — I3 CARA L. GEHEREN EXISTING UTILITY LOCATIONS DATE 3/8/2010 LIC. NO. 41616 THE CONTRACTOR SHALL VERIFY ALL EXISTING UNDERGROUND UTILITY LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. ALL INPLACE UTILITIES MAY NOT BE SHOWN ON THIS PLAN & THOSE THAT ARE 5p SHOWN, MAY NOT BE SHOWN IN THE EXACT LOCATIONS. S TIN RFFFREM TK 6 Z THE 2005 EDITION EDITION Of F THE HE MINNESOTA DEPARTMENT OF E THE SUBSURFACE UTILITY INFORMATION IN THIS PLANSET TRANSPORTATION "STANDARD SPECIFICATIONS FOR HIGHWAY o `„ IS UTILITY QUALITY LEVELS "C" & "D" AS DEFINED IN ASCE CONSTRUCTION ", DIVISIONS II & III, AND ALL AMENDMENTS x xp CUOCURTACE U ID"TME D F ATA THE DEPICTION OF EXISTING UTILTEES SPECIFICATIONS FOR C 3AN TARP SEWER, STORM DRAIN S, ED ENGINEERING • ARCHITECTURE • PLANNING g 5 AND WATERMAIN INSTALLATIONS" AS PROPOSED BY THE CITY ■ s. - - - ITEM ITEM ITEM - NO. ITEM UNIT QUANTITY NO. ITEM UNIT QUANTITY NO ITEM UNIT QUANTITY LEGEND MEADOWVIEW NEIGHBORHOOD - FULL RECONSTRUCTION NELSINE DRIVE - RECLAMATION ALTERNATE NO. 1 - WILD ROSE LANE DITCH GRADING EXISTING CONDITIONS AND REMOVALS DIVISION 1 - GENERAL DIVISION 1 - GENERAL DIVISION 1 -WILD ROSE LANE DITCH GRADING 1 MOBILIZATION LS 1 1 MOBILIZATION LS 1 1 SEEDING AC 0.11 ` -- EXIST. RIGHT -OF -WAY 2 TRAFFIC CONTROL LS 1 2 TRAFFIC CONTROL LS 1 2 WOOD FIBER BLANKET SY 543 EXIST. PROPERTY LINE 3 SILT FENCE LF 604 3 SILT FENCE LF 413 3 TOPSOIL BORROW CY 60 EXIST. EASEMENT 4 REMOVE TREE INCLUDING STUMP (OVER 4 ") EA 31 4 REMOVE TREE INCLUDING STUMP (OVER 4') EA 6 4 RELOCATE CONIFER EA 8 - - - - 9.6155&- - - EXIST. CONC. CURB AND GUTTER 5 CLEAR AND GRUB AC 0.17 5 CLEAR AND GRUB AC 0.10 5 DITCH GRADING _ LF 244 -- — - ccIlic - Qoa - - - EXIST. CURB (TYPE AS NOTED) 6 EXPLORATORY DIGGING HR 8 6 EXPLORATORY DIGGING HR 4 DEDUCT ALTERNATE NO. 2- MEADOWVIEW NEIGHBORHOOD - SUBSTITUTE - EXIST. EDGE OF BIT. SURFACE 7 INLET PROTECTION EA 20 7 INLET PROTECTION EA 5 EXIST. EDGE OF CONC. SURFACE 8 SEEDING AC 0.20 8 SEEDING AC 0.16 CP PIPE FOR RC PIPE EXIST. EDGE OF GRAVEL 9 WOOD FIBER BLANKET SY 496 9 WOOD FIBER BLANKET SY 498 DIVISION 1 - STORM SEWER ,d E EXIST. POWER POLE, GUY 10 SODDING SY 3661 10 SODDING SY 655 1 SUBSTITUTE 12" CP PIPE FOR 12" RCP STORM SEWER PIPE LF 166 y.� ° EXIST. LIGHT POLE, HAND HOLE 11 TOPSOIL BORROW CY 514 11 TOPSOIL BORROW CY 73 2 SUBSTITUTE 15" CP PIPE FOR 15" RCP STORM SEWER PIPE LF 530 m 3 SUBSTITUTE 18" CP PPE FOR 18' RCP STORM SEWER PIPE LF 345 ]( 12 Q 12 EXIST. TREE DIVISION 2 - SANITARY SEWER DIVISION 2 - SANITARY SEWER 4 SUBSTITUTE 21" CP PIPE FOR 21" RCP STORM SEWER PIPE IF 276 — "- "— •�'- "— EXIST. CHAIN LINK FENCE 1 ADJUST MANHOLE EA 3 1 ADJUST MANHOLE EA 2 5 SUBSTITUTE 30" CP PIPE FOR 30" RCP STORM SEWER PIPE LF 155 — • 9— " -8- " — EXIST. WOOD FENCE 2 RECONSTRUCT MANHOLE WITH 1' BARREL SECTION EA 1 6 SUBSTITUTE 12" CP FES FOR 12" RCP FES EA 2 L.,,,..4 EXIST. BUILDING DIVISION 3 - STORM SEWER 7 SUBSTITUTE 30" CP FES FOR 30" RCP FES EA 1 4 i 4 EXIST. SANITARY SEWER & SERVICE DIVISION 3 - STORM SEWER 1 17' RCP CL. 5 STORM SEWER PIPE LF 22 8 SUBSTITUTE CATCH BASIN, TYPE 404 FOR NYLOPLAST PART 3030AGR W/ H-20 GRATE EA 9 — E — — «f EXIST. STORM SEWER (12 " -36") 1 REMOVE EXISTING STORM SEWER (ALL TYPES & SIZES) LF 148 2 15" RCP CL. 5 STORM SEWER PIPE LF 164 DEDUCT ALTERNATE NO. 3 - NELSINE DRIVE - SUBSTITUTE CP PIPE FOR RC O EXIST. MANHOLE 2 REMOVE DUSTING STORM SEWER CATCH BASIN EA 1 3 18" RCP CL 5 STORM SEWER PIPE LF 38 PIPE O 6 EXIST. CATCH BASIN 3 12" RCP CL. 5 STORM SEWER PIPE LF 166 4 15" HDPE, DR 17 DIPS INSTALLED BY HOD LF 210 — A, W, EXIST. WATERMAIN 4 15" RCP CL. 5 STORM SEWER PIPE LF 530 5 18" RCP FES WITH TRASH GUARD EA 1 DIVISION 1 - STORM SEWER EXIST. HYDRANT, GATE VALVE 5 18" RCP CL. 5 STORM SEWER PIPE LF 345 6 CATCH BASIN, TYPE 402 EA 1 1 SUBSTITUTE 12" CP PIPE FOR 12" RCP STORM SEWER PIPE LF 22 — 0 C — EXIST. GAS MAIN 6 21" RCP CL. 5 STORM SEWER PIPE LF 276 7 CATCH BASIN, TYPE 404 W/ NEENAH R- 3067 -C CASTING EA 3 2 SUBSTITUTE 15" CP PIPE FOR 15" RCP STORM SEWER PIPE LF 164 — E E — EXIST. BURIED ELECTRIC 7 30" RCP CL. 3 STORM SEWER PIPE LF 155 8 48" DIAMETER MANHOLE, TYPE 406 WI SUMP & NEENAH R-3067-C CASTING EA 1 3 SUBSTITUTE 18" CP PIPE FOR 18" RCP STORM SEWER PIPE LF 38 AI EXIST. ELECTRIC BOX 8 12" RCP FES WITH TRASH GUARD EA 2 9 48" DIAMETER MANHOLE, TYPE 409 EA 1 4 SUBSTITUTE 18" CP FES FOR 1W RCP FES EA 1 — EXIST. BURIED TELEPHONE 9 30" RCP FES WITH TRASH GUARD EA 1 10 48" DIAMETER STORM SEWER MANHOLE EXTRA DEPTH ( >10' DEPTH) LF 4 SUBSTITUTE CATCH BASIN, TYPE 404 FOR NYLOPLAST PART 3030AGR W/ 3299CGR T T ® EXIST. TELEPHONE 10 CATCH BASIN, TYPE 402 EA 6 11 CL. 3 RIPRAP W/ GEOTEXITLE FILTER FABRIC CY 10 5 GRATE EA 3 PEDESTAL 11 CATCH BASIN, TYPE 404 EA 9 '��'7 ; " REMOVE CONC. SURFACE 12 48" DIAMETER MANHOLE, TYPE 408 (0' -10' DEPTH) EA 3 DIVISION 4 - STREETS & RESTORATION r , iffi// lifi / � 14 48" DIAMETER MANHOLE, TYPE 409 WI SUMP EA 1 SALVAGE SA 8 ('/ REMOVE BIT. 2 . PAVEMENT 14 48" DIAMETER MANHOLE, TYPE 409 EA 1 2 REMOVE MOVE DISPOSE & DISPOSE OF EXIST. BITUMINOUS PAVEMENT, DRIVEWAYS SY 97 %% % % % % % % % % % %%v. RECLAIM BITUMINOUS SURFACE 15 CL. 3 RIPRAP W/ GEOTEXTILE FILTER FABRIC CY 10 3 RECLAIM EX BIT. AND BASE MATERIALS, 12-INCH DEPTH SY 1366 REMOVE GRAVEL SURFACE 4 COMMON EXCAVATION (P) CY 595 DIVISION 4 - STREETS & RESTORATION 5 SUBGRADE PREPARATION OF RECLAIMED SURFACE RS 4.65 `\` CLEAR & GRUB 1 SALVAGE & REINSTALL POST 8 SIGN EA 8 6 CL.5 AGGREGATE BASE, 100% CRUSHED STONE AGG. TN 380 2 SALVAGE MAILBOX EA 20 7 4" PERFORATED PVC EDGE DRAIN W /BACKFILL & WRAP, RECLAIMED STREET LF 804 ci REMOVE TREE 3 REMOVE & DISPOSE OF EXIST. BITUMINOUS PAVEMENT, STREETS SY 3323 8 DRAINTILE CLEANOUT (INCL. PIPE, FITTINGS, & CAP) EA 6 4 REMOVE & DISPOSE OF EAST. BITUMINOUS PAVEMENT, DRIVEWAYS SY 413 9 SPNWB2308 BITUMINOUS NON WEARING COURSE, STREETS TN 169 — 4— — —4— REMOVE SANITARY SEWER PIPE O REMOVE SANITARY SEWER MANHOLE 5 COMMON EXCAVATION (P) CY 5627 10 SPWEB240B BITUMINOUS WEARING COURSE, STREETS TN 169 8 SUBGRADE PREPARATION RS 13.36 11 SPWEB240B BITUMINOUS WEARING COURSE, DRIVEWAYS TN 18 — <— — —<— REMOVE STORM SEWER PIPE 7 SELECT GRANULAR BORROW (CV), SPEC 3149.28 (P) CY 2969 12 BITUMINOUS MATERIAL FOR TACK COAT GA 71 ® $ O REMOVE CATCH BASIN, MANHOLE 8 CL.5 AGGREGATE BASE, 100% CRUSHED STONE AGG. TN 2168 13 ADJUST VALVE BOX EA 1 REMOVE GATE VALVE & BOX 9 4" PERFORATED PVC EDGE DRAIN W /BACKFILL & WRAP _ LF 2541 14 INSTALL SALVAGED MAILBOX EA 8 10 DRAINTILE CLEANOUT (INCL. PIPE, FITTINGS, & CAP) EA 18 11 SURMOUNTABLE CONCRETE CURB & GUTTER LF 2635 12 SPNWB230B BITUMINOUS NON - WEARING COURSE, STREETS TN 426 13 SPWEB2408 BITUMINOUS WEARING COURSE, STREETS TN 426 14 SPWEB240B BITUMINOUS WEARING COURSE, DRIVEWAYS TN 74 15 BITUMINOUS MATERIAL FOR TACK COAT GA 179 16 INSTALL SALVAGED MAILBOX EA 20 PROPOSED CONSTRUCTION 17 GEOTEXI1LE FOR ROAD STABILIZATION; MnDOT TYPE V SY 4156 PROPERTY LINE 18 DITCH GRADING LF 60 ' CURB & GUTTER CURB (TYPE AS NOTED) ,Sy471RXar4H. CONC. DRIVEWAY CONC. SIDEWALK(PED. RAMP AS NOTED) --(-- — STORM SEWER O MANHOLE ® • CATCH BASIN G ADJUST /REBUILD MANHOLE (AS NOTED) . ; ::.: :N. BITUMINOUS DRIVE L7177t .= )•;:::.= Mrr^?{ BITUMINOUS SURFACING 0 y??'-M=7. %'mss==" BITUMINOUS OVERLAY OF RECLAIMED SURFACE GRAVEL DRIVEWAY PROPOSED EASEMENT - SILT FENCE Co FLARED END SECTION FLARED END SECTION WITH RIP -RAP :O:O ;∎NSSSSY4 6" TOPSOIL & SOD 1• :•:•:•:•:•:•:•:•:• :• :•1 6" TOPSOIL & SEED ® GATE VALVE & BOX I g i a_ 1 R I i PROJECT NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 2010 STREET, DRAINAGE & UTILITY • DESIGNED DRAWN II \ i CLG MOB I AM A DULY LICENSED PROFESSIONAL ENGINEER *rill . �♦ - a ° i i i • UN. 'THEWSOFTHESTATEOF MINNESOTA ESTIMATED QUANTITIES 0 CHECKED �_ ��1 - •v - , +:.. .._, , , rtiAu4R:nul! ARIMIMIFSRIIIC 11411014„0 f t „ , , • ;` renalrsn6:ur,eH,iluner.■ nrme ��.Ima��n.r..1 R A W VARIES R/W R/W VARIES R/W r IL 13.33' 13.33' (BACK OF CURB) (BACK OF CURB) VARIES 11' 11' VARIES SURMOUNTABLE "S" I I - PROFILE q 4 "TOPSOIL I 6 , CURB & GUTTER 6 " 2.0% MIN 2.096, MAX 4:1 ' 2.0% MIN 2.0 %, MAX 4:1 _- _ _ MIN 2.0% �� " " " • TO COVER THE TOP OF THE COARSE FILTER AGG. MAX 4:1 ��.� .r_. e .... • . -... GEOTEXTILE FABRIC ( MnDOT 3733,TYPE 1) io � 6 4" TOPSOIL & SOD COARSE FILTER AGGREGATE 4" TOPSOIL & SOD 6 , ( MnDOT SPEC. 3149.2H) 4" PVC PERFORATED EDGE COARSE FILTER AGGREGATE 1'--.-J } DRAIN WITH HOLES AT 8 ( MnDOT SPEC. 3149.2H) 4 PVC PERFORATED EDGE AND 4 O'CLOCK MNDOT DRAIN WITH HOLES AT 8 SPEC 3245. TYPE 1 GEOTEXTILE - 2"-SPWEB240B BITUMINOUS WEARING COURSE ( MnDOT 2360) AND 4 O'CLOCK MNDOT SOCK ( MnDOT SPEC. 3733) SPEC 3245. TYPE 1 GEOTEXTILE 2 "- SPWEB240B BIT. WEARING COURSE ( MnDOT 2360) — BITUMINOUS TACK COAT ( MnDOT 2357) SOCK (MnDOT SPEC. 3733) BITUMINOUS TACK COAT ( MnDOT 2357) GEOTEXTILE FABRIC (MnDOT 3733,TYPE 1) 2 "- SPNWB230B BITUMINOUS NON- WEARING COURSE (MnDOT 2360) 2 "- SPNWB230B BITUMINOUS NON - WEARING COURSE (MnDOT 2360) - 12" RECLAIMED DEPTH 8" CLASS 5 AGGREGATE BASE (100% CRUSHED ROCK) 24" SELECT GRANULAR MATERIAL (MnDOT 3149.2B) GEOTEXTILE FABRIC (MnDOT 3733, TYPE V) NOTE: SUBGRADE TO BE ILSILD AND APPROVED ACCORDING TO CITY STANDARDS TYPICAL SECTION TYPICAL SECTION NELSINE STREET MEADOWVIEW ROAD & WILD ROSE LANE I E 3 I R 1 9 1 I • PROJECT NO. SVMEORUNDERMYNSED PROFESSIO EN ISIONANDT G I THAT ►® Yi 2010 STREETS, DRAINAGE & UTILITY TYPICAL SECTION 14536.000 Il t I AM A DULY LICE UN • - THE _ WS OF THE STATE OF MINNESOTA � • a CHECKED �. I 31 it rzrwwnr n R.1I111Jr:1OTA RECORD NO AIM MACHINED BEARING SURFACE Taped ADJ BE7WFE1! IIMIHOLE GISTNC i NSW"' GRASSY AREA �� y! {A � � : I ze " —� v. Aggregate rvzl; /�J /i +CJ��/ I. I 36-1/2• I MADE - 4'MICK LESS THAN 5' 1, , BaBase ' I �` I CICUM Bat IISfA -. no Y ti 1 24" g• A•. Courw Alter Aa9mYafa 3/4 i'. � ` MnDOT 3149 \ \� \� I L .g a aerpa � M " I I . 9eaGM 13733. Type 1) 2• m. BITUMINOUS _ Bic a• ■ 4" THICK LESS THAN V TRENCH DETNI IABaED OR "STORM SEWER" SE u• 24• .� � ��____�� 43" I I I I24 i I I g" enrfo�I ' or corrugated g Wall pipe. Meeting M t= 3278 all 03 to ®® / g ►_� NOTE: S CROSSING CONCEALED PICK HOLE I ® ® ® ® ® i ,4.: !_ /� I 1 — '., 8 8 "' N �� , CENTER x 4" THICK 0 OVER PIPE 5 t : __, ,ETAIN d anI 2. ties to be shown on as-baiRe for an I191E STYROFOAM HI-35 � points ll drainON. - UM I T P W a FOR FLAW LT (R- 3067 -LL) PLASTIC FOAM OR APPROVED 3 Openings gs I n et for drairdle to F F UP (11-3087-Le) L- 3(11-3087-Le) B IaG WED EQUAL Y a oo. be fabricated or core drilled. 1 -4 NOTE MANHOLE FRAME NEENAH /R 1842 OR APPROVED EQUAL BRAND TYPICAL MANHOLE FRAME & SOUD UD NEENAH R- 3067 —L CURB INLET INSULATION DETAIL TYPICAL 4" DRAINAGE PIPE FRAME TYPE L GRATE & CURB BOX SurmoSurmountable motable Curb & Gutter to W traraitionsd L. EBIL Into a 8818 type at catch basin. OLt . — CCaatchhbboom 4/R Frame M Grate GEOIEXOLL SOCK � � i PIPE AND OPENING sm ucT RE WALL WITH CEMENT MORTAR. .9 % / /_� V CONNECTION T- SHAPED METAL FINISHED SMOOTH. FENCE POST MARKER PAINTED PINK ON GREEN VI FI / 6 :°° C A badn to bs depressed 2° � oNLONLY) �2 �,■, �� 1115 q below line w design gutter s grads. S� BIT MItr `` `• PAVED SURFACE 48" "SIDRM' µ� i' M o-..‘ Grb or =G t°a ta Canarete N1152ZIE2 t, � �VA V�� i ��/ ` 0/ � i- , i, iC 2 - 4 -80" Long „ I - W 0, - I ' '; +'H'•y Rebars Each way Q •�.IW' STORM SEWER MANHOLE o M ETAL PLUG REMOVABLE E "� NEENAH CASTING R- 1914 -A ah ��LN��yy pF p _ .j) b' Len. Hermitian 5' Min. Transition a DO WHE NOf mow• AING ADJUSTMENT RINGS � `� Top of _ S M E FI BI CREFN AREA) 4S BEND (7YP 4 I*, TO MA I NERFORA TED - P : : � L ' ; , � ' ` — tawb 2 " 6 �� ,�� ' � « ar - PVC NON - PERFORATED PIPE P WYE OR 4>/ BEND I Design gutter One grad s � O - i. • ' L Frame & Casting Urn iI_ SECTION A -A I�IIII AT N TO INCLUDE PVC BEND OF No Scale LQff. STORM SEWER STRUCTURE SAME SIZE AND TYPE AS DRAINPIPE - INCIDENTAL INSTALL CLEANOUTS AT A PROPERTY UNE WHENEVER POSSIBLE. TO CONSTRUCTION I R CONCRETE ENCASED CATCH BASIN CASTING CATCH BASIN CURB SECTION DRAINTILE CLEANOUT DRAIN TILE CONNECTIONS (CASTING USED FOR DRAINT1LE CLEANOUTS IN HARD SURFACES) 9 E IIIM __ I HEREBY CERTIFYTHATTHISPLANWAS PREPARED 2010 STREET, DRAINAGE & UTILITY - r.. •_ , +. Y ► ‘ B74 IM . _ y ry Q S RECORD NO. SHEET NO. CHECKED _ AI ! s � y ■EE 1. L.rr_r w 'ttr^ • rM 'N4^ "i(F • K ^rJrrrJ(. nl I(�RrWOOD 1 I iii 0111=111:1 1 1 -1 .. C klilLi 119*. J. _Aar _/i `i cIe OF STRUCTURE �I. iiia r11.M NEENAH CASTING R -3067V RECESS CArOl DAMN A ' l % / / /, � / I I I A - - _ - -- 0.10 BELOW GURER ��'- 1/2 MORTAR BE GRADE UNE. - RINGS, CASTING BASH. FINISH SMOOTH RINGS 2 MAR. 1.0' NEEWW CASTING R-1642 TYPE 'B' SOLID CURB INLET' FRAME AND ON INSIDE AND ODE MAX. RINGS & 1111.111 4N., 1.0' MAX COVER WITH CONCEALED PICILF10LE5 CURB BOX NEENAMI M TAR)• k MoRTM). WITH F -_ "NFU-SHIELD" SEAL RINGS, CASTING k OR EQQEQUAL •SEA. 3' RADIUS U A NO.R -3067 7 �I OR EQUAL 1 T' MORTAR BETWEEN ( 2 sLAe MANHOLE. E. FINISH FINISH SH 3 -1/2' �� CMER N I 24 • SMOOTH ON INSIDE I. y ORE AND OUISOUTSIDE. lik R ''r` 1 +1 � PLAN _ -- CRATE FRAME. COCOVER k BOX 4 Q �� P LACE 2 STRIPS BINMASTIC �J�l_ NEENAH R- 2860EA OR EQUNAENT. BACK OF CURS .. L - SEAL ON SLAB JOINTS. PRECAST COVER SAAB - - - CENTER STRIICIVRE / • ' 4' DRAIN TILE CONNECTION. �� 2) '.; } +.•: {. • - OF - % i NOTE: WW1 I . INVERT LOCATED ABOVE - ' •":'e �� _n,I _ _ 1 REINFORCING TD fX)NS of CENTER I . -� TOP OF EF'Fl.U 'INFl_SHIEI.D VN 7. - — F. WAF B ' G. CONCRETE EXTENOLNO 3 I 8• WIDE MINIMUM OF 2 -- COLLAR COLLAR 6" CATCH BASIN. EXTERNAL -r- I ADJUSTMENT RINGS METAL PLATE TO BE INSULTED EQUAL. OR , , �, __ ///111! \� ' PRECAST BASE SEAL WRAP. o ON ALL YIACIIVE MYSDEAl5. - MH SUB ° PLATE TO BE REMOVED. 2 ROWS OF BRICK WORK OR 01A 7HN201f54 WHEN mac IS CONNECTED. PRE -CAST CONCRETE RINGS 2 STRIPS '•1 • M1:1= • SFN. ON SUB � _ USE A DOUBLE UNE OF RAM -NECK I m .q ' 84' - 1s JOINTS NO CEMENT ' .. .` GASKET 7i SHALL NOT EXTEND BEYOND ., 2r REINFORCING EQUAL OR LO �?:1ifFO 1 /IE S' STRUCTURE. - GREATER THAN 2Y H.C.P. � PRECAST BASE 33 -1/2 DIA OF OPENING AS REQUIRED 20' DIAMETER PRE - 14 Y DIA. THICKNESS CEMENT MORTAR T CAST OPENING . HEIGHT E N ev 5 F tl EQUALS . /_ ' �:/:'� A.:! + ... VAR. GROUT PPE DIA.G1N.) F'.�iF�tSi f ► 5 .. .. L. . " "• ,. <., ..d SHO � (4' MIN.) I � C VARIABLE .II MATS 8'i�� !a•-., 1 . 12 SECTION A-A CEMENT MORTAR ONLY. MORTAR ONLY. CAST IRON FRAME k GRATE CASTINGS PER SPECIFICA 4> iu + COACT ` < y T DNS. NO WOOD SHALL BE USED FOR ADJUSTING CASTING; c L�y�� gE N��y y R y�� R7NFp a ,, ,.�,,. >.., .- .,,.,��;�.�„� MN. 4' RETE NO WOOD SHALL BE USED FOR ADJUSTING CASTING: CE ASTM � G78 L ,ATION SLiALL IE A }NOTED M TiERSPECIFICATWNSRC° PLASTIC PER CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. 3• --1 l►- T PRECAST REINFORCED CONCRETE BASE SUB & COVER SLAB PER AVE C478, MANHOLE STEPS SMALL BE CAST IRON. ALUMINUM OR STEEL REINFORCED PLASTIC CAST IRON MANHOLE FRAME & COVER AS PER SPEC81CAl1ONS. PRECAST REINFORCED CONCRETE 4AINHOLE NS PER ASTM 0478, PER ASTM 0478 LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. MANHOLE STEPS SHALL BE CAST IRON. ALUMINUM OR STEEL.. REINFORCED PLASTIC OR 8 CONCRETE MANHOLE BLOCK WITH 1/2 MORTARED R. PER ASTM 0478. LOG ION 710N SHALL BE AS NOTED IN THE SPECIFICATIONS. UR FNISH PRECAST CONCRETE MANHOLE SECTIONS WITH 0-RING RING O GASKETS & PRECAST REINFORCED CONCRETE MANHOLE SECTIONS & BASE SUB PER ASTN C47& � L 7 UBBRICANT D10EPT AS OTHERWISE y SP PE E � CI p FI I ED. FURNISH PRECAST MANHOLE SECTIONS WRH O-RING GASKETS * LUBRICANT EXCEPT PRECAST REINFORCED CONCRETE MANHOLE E SECTIONS & BASE SLAB PER AS C4711. ISID�IX WI SIMF S FINISHED SMOOTHW"-L WITH CEMENT MORTAL LL AS TH EN BETWEEN PPE k MH WALL WRH CEMENT MORTAR. FURNISH E S � SE NS WrtN O-RING GASKETS k LUBRICANT EXCEPT AS SECTION A –A INSIDE SURFACE SHALL BE FINISHED SMOOTH. FILL OPENING BETWEEN PIPE & MH WALL WITH CEMENT MORTAR. INSIDE SURFACE SMALL BE FINISHED SMOOTH. STANDARD CATCH BASIN (TYPE 406)S STORM SEWER MANHOLE, TYPE 409 STANDARD CATCH BASIN (TYPE 404) BEEHIVE CATCH BASIN (TYPE 402) 31 24" A Anchor Clip N RIE OR : . PRECAS CONCRETE • RO ED EQUAL ADJUSTING PoN6S ▪ - SHIELD' SEA- L BACK OF W' OR EQUAL. ) 27 " -' 1 �' Te last 3 WW joints. 1/4' STEEL PLATE � `■ Use 2 tie A _ A NOTE 2 -PECE COVER RISER RINGS ME NOT ALLOWED. CURB INLET FRAME AND CURB BOX 12' TO CENTER OF STRUCTURE ` ` 1 'e per joint. Install of NEQNNI NO.R -3067 W/yANE GRATE � `' I 80" from top a bottom L m BIT. WEAR COURSE ADJ. DETAIL AND 3' RADIUS CURB MX 7{ 6'. or pipe. I .. ; I CASIINO EERW 6H. -1642 BACK OF CURB I Po! FLFLOW LINE SWLLL BE 41N. 0.7' ,, 1 \ / AND SWJ.L I SELF NG VARIES SEE CHART - BELOW TOP OF OX7B � I TYPE U 1 A SANITARY SEWER oR STORM PE APPROPRIATE WTIH TWO �� MANHOLE COVER TO BE Mr DIA. Provide 3 anchor dips W fasten ILL J CONCEALED PICK HOLES , L Mt. BASER MI AD NIMUM G RINGS _ 2' J CRETEX TYPE II WITH 24' % 38' Trash Guard to Flared End Section. ADJ. RINGS MD �'' MAX. <3��) ADJ. R►103 .i+. Mt. SEAL ... mums .NO H Hot dip gab/altos after fabrication. ��.4 INSTAL BIIUM RA BINDJUSTI ASTIC WP AT 0 2• - RING WITH al PRECAST CONCRETE OR EQUAL 24• SMOOTH INVERT Anchor BASE TO BE GROUTED TO wr both side. 1 EACH END OF STEEL PLATE MORTAR • 0.2') . NE ADJUSTING RINGS ..., 2 • _ I 10 OUST , ' CONCRETE CATCH BASIN 46 g 2. PIPE OTT -ours To Es ISOMETRIC - TRASH GUARD SIZING LOCATED WHERE REQUIRED Pipe Size Bars 'II Bolts CATCH B1 SIN/ 'PIPE PE 4065 BIT. BASE OR BINDER COURSE ADJ. DETAIL oR �` 1 12" 18" Y," DIA 4" 5/B" APPROVED EQUAL .. 21"-42' 1 DIA 8" 3/4" T WITH SEDIMENT TRAP (ST) � • COVER RISER liA �� 48" -72" 11/4 DIA 12" r s SECTION A -A i?(4i1 M1•HS[l i-9.111 1•111 i ■Trill: ;i -'45M =•104•■ NO WOOD SHALL BE USED FOR ADJUSTING CASTING: CEMENT MORTAR ONLY. NOTES 1 NOTES, 1. PRECAST CONCRETE ADJUSTING BRIGS SNAIL BE BEDDED WITH 1/4' TO I/2' CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATONS. L AS Reinforced Concrete Aprons shall be furnished and installed with Trash Guards. MORTAR. 2. HOPE ADJUSTING RINGS SHAT BE BEDDED WITH SEALANT MANUFACTURED MANHOLE STEPS SHALL BE CAST IRON. ALUMINUM OR STEEL REINFORCED PLASTIC 2. A lengths basalt from apron. App on new shall be tied bade 3 pipe BY UDIECFI INC. OR APPROVED EQUAL AS1M 0470. LOCATOR SHALL BE AS NOTED N THE SPECIFICATIONS. 3. All new Reinforced Concrete Aprons on existing pipe shall be Lind to the first I PRECAST REINFORCED CONCRETE MANHOLE SECTIONS k BASE SLAB PER ASTM C478. pip. adjacent to the apron. FURNISH PRECAST MANHOLE SECTIONS WITH 0-RING GASKETS k LUBRICANT EXCEPT 4. Se MnDOT Standard Plate 31000 AS OTHERWISE D. FILL OPENING BETWEEN ETWEEN PPE & NH WALL WITH CEMENT MORTAR. TYPICAL MANHOLE CASTING ADJUSTMENT INSIDE SURFACE SHALL BE FINISHED SMOOTH. § FOR EXISTING SANITARY SEWER MANHOLE STANDARD CATCH BASIN MANHOLE (406) FLARED END SECTION AND TRASH GUARD A 5 i • - -- IHEREBV CERTIFY THAT THIS PLAN WAS PREPARED _ _ _ 2010 STREET, DRAINAGE & UTILITY PROJM11111111111=T NO. mo =mom i AM A DULY LICENSED PROFESSIONAL ENGINEER -..,._ ,,. PROFESSIONAL . , .y• T- -•. 1 \ a ■ .L. �� r =NM= LAND TW / S OF THE STATE OF MINNESOTA RECORD NO. SHEET NO. i 5 . IMME CHECKED 11 1111111 II 1 1 ° 0 12 xpans n Ei on joit I, 8" 1 7/ �� 3 Top Bituminous 1 1/2 "r I .. I Distance to 'I variable �� is e / / ` 'Y 1 Bituminous Material : e Into ral Caet 't2 N fO . �..•. 3 /4 sl " ope ft • J + e r r TRENDH BOTTO�- ` ?a rre' out Concrete Curb and Gutter OU TE ��" Expansion ♦ .. " CH �02� � 14 joint �A�� 8 „ 18 „ — !® Ies�srs�rrca�ws�naneew I` m + . I A -e.— flow Tip gutter vrr, r 1 tog wri hN Expansion Contraction out I 1 /2 "r Top Bituminous Material m TRENCH DAMS CONSTRUCTED BY CHEMICAL SOUDIFICATION SHALL BE CONSTRUCTED joint joint ■ ; y': n MnDOT 8612 FROM THE BOTTOM OF THE EXCAVATION UP TO THE NORMAL WATER TABLE AND TO a t ,.•., , Concrete Curb and Gutter THE FULL WIDTH OF THE EXCAVATION. THEY SHALL EXTEND A DISTANCE OF 3 ALONG 0 :,•, :•�. R THE PIPE 51_011 �• • r .. • NOTE: ■ BEDDING MATERIAL TO BE PLACED TO THE DIMENSIONS SHOWN SHALL BE GRANULAR r ir For use with Private Driveways, MATERIAL AS DEFINED IN MN /DOT 1103 THE MATERIAL SHALL BE HAND PLACED AND 21_ I 2, - Parking Late, or Medians. DENSELY COMPACTED USING MECHANICAL TOOLS. THE CONTRACTOR SHALL INCLUDE THE COST OF FURNISHING PLACING AND COMPACTING THE MATERIAL IN THE UNIT 1" PRICE BID FOR SEWER PIPE. IN AREAS DESIGNATED THE MATERIAL SHALL BE MADE IMPERVIOUS BY ADDITION OF BENTONITE CLAY IN UEU OF GRANULAR MATERIAL IN 28 "R WHICH CASE THE CLAY SHALL BE PAID FOR ON A CUBIC YARD BASIS ONLY TO THE UNITS OF THE DIMENSIONS SHOWN 12 "R 18" Top Bituminous Material 88 "R 0 THE PIPE CLASS SHOWN Oil THE PLAN AND ON TELE PROPOSAL FORM IS BASED ON • ! • • � 3 11 � 11 iv • WIDE ETA TR L TE WITH CLASS B BEDDING. CLASS B BEDDING AS SHOWN ON THIS 4 • . : SURMOUNTABLE STRICTLY '. DETAIL PLATE AND DEFINED BY THE AMERICAN CONCRETE PIPE A PE ASSOCIATION o . • :?':4. MANUAL SHALL BE STRICTLY COMPLIED WITH. o '1/2 ; i..% ;:; �. . ' Concrete Curb and Gutter BEDDING MATERIAL TO BE PLACED TO THE DIMENSIONS SHOWN SHALL BE MN /DOT iv S BE LACED DENSELY OC MPAACCT TOOLS. TRIAL SECTION A -A 6x6x6 M esh 17 1/2" 1 1 0 1/2" CONTRACTOR SHALL INCLUDE THE COST OF FURNISHING PLACING AND COMPACTING 28" THE MATERIAL IN THE UNIT PRICE BID FOR SEWER PIPE. IN AREAS DESIGNATED, THE MATERIAL SHALL BE MADE IMPERVIOUS BY ADDRTON OF BENTONITE CLAY. 0 ROCK FOUNDATION ASTM D -448, SIZE 167 OR GRANULAR FOUNDATION MN /DOT 3138 CLASS 3 IN DESIGNATED AREAS SHALL BE MADE IMPERVIOUS BY ADDITION OF BENTONITE 4" � ��.. --88 -------� �_��•• CLAY. FOUNDATION MATERIAL SHALL BE PAID BY TONNAGE BASE OR ON WIDTH SHOWN X THE NOTES: !1 1/8 "r DEPTH AND X 1.7 TONS PER CUBIC YARD. 1. 1/2° Preformed joint filler material - MSHTO M213. I Bituminous Bituminous Curb IF THE TRENCH BOTTOM IS LOOSE SAND, THE CONTRACTOR SHALL COMPACT TO 90% MODIFIED PROCTOR DENSITY AT NO ADDR1ONAL COMPENSATION. 2. No Contraction Joints In Cross Gutter. 6 „� j z zyxz x 6” Shoe Formed N PIPE BEDDING AND FOUNDATIONS TYPICAL CONCRETE VALLEY GUTTER TYPICAL CONCRETE CURB & GUTTER - 6' T- SHAPED METAL FENCE POST MARKER PAINTED PINK (IN GREEN AREAS ONLY) BC 1 2° LOWER THAN w. FINAL LIFT CONCRETE OF BIT • . - OR 48° COVER STAMPED II — —1111 PAVED SURFACE "STORM" - -HI I I THREADED REMOVABLE - -I -II Com acted Normal Fill METAL PLUG NEENAH CASTING R- 1914 -A I - I I III - I II — III — III — III - p DO NOT INSTALL CASTING Material, Compacted to /M� WHEN IN GREEN AREA) 0.5Bc 4. 95X of the Standard -- Natural Ground Proctor Density ME PVC NON - PERFORATED PIPE . 4,4 WYE OR 45 BEND NOTE: 11 The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. INSTALL CLEANOUTS AT A PROPERTY LINE WHENEVER POSSIBLE. I TYPICAL PIPE BEDDING CLASSIFICATION C DRAINI1LE CLEANOUT (CASTING USED FOR CLEANOUT IN HARD SURFACES) - B i 1 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED _ 2010 STREET, DRAINAGE & UTILITY PROJECT NO - 11 ONOWNWEE■ BV ME U K UNDtK MV UIKEC.I SUYtKVnixNJ AN IH At : ®. � IMPROVEMENT DETA 14 b3ti .000 1 AMA DULY LICENSED PROFESSIONAL ENGINEER $$ -_- 11.111.111.111 UN• ' THE WS OF THE STATE OF MINNESOTA _ toE11 -'IT F •C.i ".W: I Iot I''I V- •'" VIP /Tr ■ - - - • • • rl ^ _ NO G cir 2k C ETC NOTE: MAINTAIN AND CLEAN OUT DEVICES AS NECESSARY TO ACHIEVE PROPER FLOW OF STORM WATER INTO STORM SYSTEM. POLYESTER SLEEVE ,' FILTER ASSEMBLY 7 — WDM �% (NAX 20 WITCH TO EX6 - ING SAW CUT EDGE ' %/i A (1/2' EXP. JOINT IF CONCRETE) . f� _ �, \ G f : 1 Y ExP. JOINT CONTRACTION Ug Ifr CONCREEE ' CONCRETE r im. ,�` Q ' • : • A E 1 , I JOINT IA 5. • • •� ANEL WIDTH MANHOLE COVER \` • • • • • •� ASSEMBLY �r�f WIMCO RD - OR APPROVED EQUAL FILTER FABRIC ,+44 •� ••• '�� 6" MINIMUM DEPTH . • • • • • • DEFLECTOR PLATE `S 1�� • �� • 1/2' EXP. JOINT A CONC. CURB OVERFLOW O - CENTER OF ��ti/ �' " . • • • • • •• (•) • GunER FILTER ASSEMBLY 1" - 1%2" WASHED RO 4G d! �'• • ' ' X71 OVE RFLOW ® - TOP OF C A L` ti ,�_i�1��W1 CURB • VARIABLE VARIABLE CURB BO �'t `r' 440 1/2' EXP. ii; � 10FILTER ASSEMBLY 1 ' 0 � SECTION A 1° CG-23 HIGH-FLOW NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK PAVEMENT CG 23 HIGH FLOW HIGH -FLOW FABRIC TO STOP MUD MIGRATION THROUGH ROCK. CONCXiETE B INCHES 4 wales WIMCO CG -23 HIGH —FLOW OR APPROVED EQUAL I. 1. BITUMINOUS SHALL BE MnDOT SPWEB2408 WEARING COURSE 2. AGGREGATE BASE SHALL BE MnOOT 3136 CL 3, 100% CRUSHED STONE SEDIMENT CONTROL AROUND STORM SEWER INLET ROCK CONSTRUCTION ENTRANCE RESIDENTIAL DRIVEWAY 2" x 2" WOOD STAKE 4' ON CENTER ENGINEERING FABRIC AS • = a� SPECIFIED (ORANGE) 10629E2116, ' • 1 •,• p " : STORM SEWER PLAN NOTES •"• •� ` 'e.N., -' 1. ALL STORM SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE � �• • � a �'� t • ��= � ��• >•= �t'. A WITH THE CITY OF SHOREWOOD SfTEWORK SPECIFICATIONS AND DETAILS. FABRIC ANCHORAGE TRENCH az •-�' •. �v BACKFILL TRENCH WITH 41;t +�• ) •4� !• li ii, • TAMPED NATURAL SOIL 2. REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS 61 _ •��:Ar;: •��Q��) OF MnDOT SPEC 3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE, SIZE, AND • •t o.li vl STRENGTH CLASS SPECIFIED HEREIN. 4 • 4, � 3. PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONS SHALL CONFORM TO THE RV NOFf BEIEtGS 60 REQUIREMENTS OF ASTM C -477. 0 OP-..v PP W. E . RPM REOUIAED � 12" TO 24" 8 to 12 CY C 2Lk{ it/I L p 1R EC V}." - 27" TO 33• 2 m 2 Cr CLA GRANIA.AR FLIER REQUITED UNDER RP RAP AND 2 1' S 1 ° ` .i _F 4. A -0" TO 1' -4" MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE / 38• TO 4e• 23 m Js CY CLA k, s<• AND uP y vd M appro ez cY •. 44 a4 OD be./ LAYERS of QUA MGM FABRIC OR EQUAL GM TO ALLOW FOR HEIGHT ADJUSTMENT WHENEVER POSSIBLE. RIM ra ° 2.B 5. JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE WITH k 6 2 y RPRAr RUBBER "0" RING JOINTS PROVIDED ON ALL STORM SEWER MANHOLES. � •t�•4 0 ••.• 6. RIP -RAP SHALL BE HAND - PLACED OVER GEOTEXTILE FABRIC AND CONFORM TO "• �" MnDOT SPEC. 3601, CLASS III, OR AS SPECIFIED HEREIN. I Granular Fitter (MIDOT 3801.28) S FCTION A -A G•"•M• FSW Ty"• N 7. THE GEOTEXTILE FABRIC USED UNDER RIP -RAP SHALL EXTEND 3 FT UNDER THE RPRAr APRON. SUPPORT POST ANCHORAGE 8. FURNISH & INSTALL TRASH GUARDS ON ALL FLARED END SECTIONS. IN -SITU SOIL PN•r owOT 3eo1z� SECTION B - Geo•r Type Iv 9. ALL SILT SHALL BE CLEANED OUT FROM THE RIP -RAP AT THE END OF THE PROJECT. SILT FENCE • RIP —RAP DETAIL 1 ■ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 2010 STREET, DRAINAGE & UTILITY PROJECT NO • DESIGNED DRAWN BY A-MA OR L Y I CR SE DIRECT N AND THAT � �� ,1 S CLG MOB I M DU N IPROFESSIONAL c N LICENSED u E NGINEER IMPROVEMENTS DETAILS 14536.000 1 x UN THE` -L�('�WS OF THE STATE OF MINNESOTA 1 CHECKED �`�Q+ L`^ RECORD NO. $ J IM /AIIJI RIIJA AIM arm. IM/ Pi AIJIJIIJA CI -II\I7 T -1AICV i 1 RAIAI AICf1TA - 1 .... ...... ... ... .................... _......._.. ,...- ....,. _ M I MRA110 _ '' 1 'HI-I- I \ INIMIIIMI111■16, 411111111 STORM SEWER CO N S TRUCTION CHART - CONSTRUC PI LENGTH (FEET) DRAINS TO LINE STRUCT. STREET STATION OFFSET MH DESIGN RIM OUTLET 12" 15" 18" 15" 21" 27" 30" LINE STRUCT. SLOPE INVERT REMARKS NO. NO. (NOTE 1) OR TYPE ELEV ELEV RCP RCP RCP HDPE RCP RCP RCP NO. NO. OF ELEV. CB CL. 5 CL. 5 CL. 5 DR17 CL. 3 CL. 3 CL. 3 PIPE (%) 1 16-8 Wild Rose Lane 4 +38.85 13.33' LT. CB 404 969.34 964.84 24.0 1 16 -7 1.00 964.60 2 16-7 Wild Rose Lane 4 +38.85 13.33' RT. CBMH 404 969.34 964.60 305.0 2 16 -5 1.77 959.21 3 16-6 Wild Rose Lane 1 +34.03 13.33' LT. CB 404 963.95 959.45 24.0 3 16 -5 1.00 959.21 4 16 -5 Wild Rose Lane 1 +34.02 13.33 RT. CBMH 404 963.95 959.21 20.0 4 16-4 2.20 958.77 5 16 -1 Wild Rose Lane 0 -5.70 19.78' RT. CB 402 963.42 959.92 73.0 5 16-2 1.05 959.15 6 16 -2 Wild Rose Lane 0 +66.75 21.29' RT. CB 402 962.65 958.37 9.0 6 16 -3 1.50 958.24 7 16-3 Wild Rose Lane 0 +66.96 13.33 RT. CBMH 404 962.74 958.24 47.0 7 16-4 1.50 957.53 8 16-4 Wild Rose Lane 1 +13.84 13.33 RT. CBMH 406 963.46 957.33 300.0 8 19 -1 4.09 945.07 9 19 -2 Meadowuiew Road 12 +35.19 18.07' LT. FES 951.88 36.0 9 19 -3 5.42 949.93 10 19 -3 Meadowview Road 12 +71.21 18.07' LT. FES 949.93 10 11 19-4 Meadowview Road 12 +88.73 19.33' LT. CB 402 949.00 945.50 31.0 11 19 -1 1.39 945.07 12 19 -1 Meadowuiew Road 12 +88.73 13.33' RT. CBMH 406 949.57 945.07 45.0 12 19 -8 3.86 943.33 13 19 -9 Meadowuiew Road 13 +33.63 13.33' LT. CB 404 947.76 943.26 24.0 13 19-8 0.54 943.13 14 19 -5 Meadowuiew Road 13 +00.11 26.94' RT. CB 402 948.36 944.86 12.0 14 19-6 1.00 944.74 15 19-6 Meadowuiew Road 13 +10.19 33.33' RT. CBMH 404 949.24 944.74 24.0 15 19 -7 1.50 944.38 16 19 -7 Meadowuiew Road 13 +33.46 33.02' RT. CBMH 404 949.01 944.38 21.0 16 19-8 1.50 944.07 SEE NOTE 2. 17 19-8 Meadowuiew Road 13 +33.64 11.70' RT. MH 409 948.55 943.13 129.0 17 19-11 3.39 938.76 18 19 -10 Meadowuiew Road 14 +62.64 21.87' RT. CB 402 943.52 940.02 12.0 18 19-11 1.00 939.90 19 19 -11 Meadowuiew Road 14 +62.64 13.33 RT. CMBH 406 943.97 938.76 147.0 19 19-12 3.66 933.38 20 19 -13 Meadowuiew Road 16 +06.47 21.25' RT. CB 402 936.50 933.00 10.0 20 19 -12 1.00 932.90 21 19 -14 Meadowuiew Road 16 +09.74 13.33' LT. CB 404 937.40 933.14 24.0 21 19-12 1.00 932.90 19 -12 SUMP ELEVATION = 928.78. 22 19 -12 Meadomiew Road 16 +10.03 13.33 RT. CBMH 406S(60 ") 937.40 932.78 155.0 22 19-15 0.50 932.00 • 23 19 -15 Meadowuiew Road 17 +42.79 91.28' RT. FES 932.00 23 24 22 -3 Nelsine Dave 23 +31.18 11' LT. CB 404 954.92 950.42 22.0 24 22-4 1.00 950.20 SEE NOTE 3. 25 22 -5 Nelsine Drive 23 +31.24 17.93' RT. CB 402 954.70 951.20 10.0 25 22-4 1.00 951.10 26 22-4 Nelsine Drive 23 +31.16 11' RT. CBMH 404 954.92 950.20 132.0 26 22 -2 0.52 949.51 SEE NOTE 3. 27 22 -2 Nelsine Drive 21 +99.53 11' RT. CBMH 404 954.23 949.51 22.0 27 22 -1 1.00 949.29 SEE NOTE 3. 28 22 -1 Nelsine Drive 21 +98.88 11' LT. CBMH 406S(48 ") 954.23 944.23 210.0 28 22-6 4.49 934.80 22 -1 SUMP ELEVATION = 940.23. SEE NOTE 3. 29 22-6 Nelsine Drive MH 409 938.60 934.60 38.0 29 22 -7 1.00 934.22 N - 141395.16, E - 442792.60 30 22 -7 Nelsine Drive FES 934.22 30 N - 141433.42, E - 442792.52 NOTE: 1. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. DIMENSIONS ARE TO CENTER OF CASTING. 3. DIMENSIONS ARE TO EDGE OF BITUMINOUS. 1 C 1 is 1 s 1 1 , ,..„ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 2010 STREETS, DRAINAGE & UTILITY PROJECT NO I I I KDA ° CLG AJM I AM A DULY LICENSED PROFESSIONAL ENGINEER STORM SEWER 14536.000 x UN THE WS OF THE STATE OF MINNESOTA CONSTRUCTION CHART r RECORD NO. O _ CHECKED n Cx "•^- -- 1 I1 Mk ^1 f .ii - NI 1,.J.NIJA SUQDCEAinnn AAIAIAICCnTA non i __waif le in n1 . 10 n2 1•- _..... v V 7 !:,1-11-1- I5 i I __ __ 6(1114M111V1■1311•••1 •,.. , MEMMOMMEMMEM=MMIIII ,... cl . . _........ ......___.......... _„... ..„•••••••••• _ .... „ f , ...._.......... _..........._..... , 1 .,.......,......._ ......,....._..._......„,...._ . , , . , / : : 1 II . / VALLEYW■ OD LA ! : 1 o' / y, I , __ __ __ -- • __ _ - -- __ A ,, i 1 0 ' • . , 1 - reA , 0 ,40,, „ . / I i • . i - .... - - 7.0 0 . / .,,,.:.: i - _ - _ _ _ _ _ , - - - 7 .. r - e / 1 --- r oz o : • 1 ..- I / .S CS ' • , / , 1 , . , : • : ... • : .• r,„777/7,227,7,7, 72 ", 77, 7/77 l'71•771 77 , 7 7 ; 7 7 :1 : r7/772. . . . r :,.4,, ,„77, „,,, . : . , ,.„ • / • . ,• : 777",,Ml. 7•' 6 , 25500 11 .,” Ist 1 ',-,:,.' 72 .•' ?), I • : • 60 - sie7.77./747/7,z7,7 / • • ; 1 i t 1 ,,,72:777,3 • ' .2/////// /./Z(//7// //74 25580 ;,;,',', r ° , ° , : r ! i 2554 & a :<:: g 1 i - , ., 9772 77 1 1 V 25775 I : : . . , . . / / // -.' .zz.eA - ir . :• r r . ; I %/./stezezA . . . , . , . , L___ ___ ,-.;zi __ : : _____________________ _________, r ,,,,, , , le ,----,_ ._ 4, ". 1 l' .I i I 2 - ___,____ m - m 24 - 1 ''' 25 ):4 g '. - + / „ , ,..,•,.., ___ ____ ....._ ......____ , , ,, , ..,,,, ,........._ _ _....._ • 1/ ,_ _ . . ,,„7„: [ ________1____ . : . • i ci • , 4 . , :1 .• NELSINE DRIVE 1 1! •!: , 25780 / 1 4/2V.42, ////, 4 . . 1 • : V//7 , : . , . : , , , ., , , „.. , . , : . : • . • , ..:„ • . : : , , • r ,„7„,,,, , \ 9 ce 1 1 . . : : . . : • . : • . , : . , . . . • . . ; . ..,,, . • • • . , • . : : . . • 25,55 : : - - —1 ' 1 7 ''. 6, ,.25455" L.7/7_7///4 4.-- it , , •1: 1 __ : . -- - - _ P 4 1 \ r „.„,„ \ t, .,„/„A , N: < i ,r , • .„..?:., 25505 V/iieli///////J 1 ' 0 0 _1 < IC i , L t I • . , . i - ." '*r' ' -- -- . : w , -- — 1 , r ix 2 - 1 UNNYVALE LA S l F77/277777/7717/777 . r : r 1 M W . i . . , I i . . I: I i ' i 1 . . . : , r : L . • , , ,,,,,,,,,,r7, • t , , .••• : • ........_ . , „ r• r/." . . ... ............ • L,,,,„„77.7„2,,, , . : . . : • o' 25785 '0' . . ./.4:&1 ''' 4 . I / 1 : . , ( : . , i . ..• . • .• , . . . -- •'''' . . , . : . : . \ : . • . r 1 I . : . . : .••' : , . r • . . . , ......_„,......,... , . , .i : . . . : , . : ' i r r : I if : I : ?2/./g/ I .• , A r, , . . , . . . •.: ;„, , i . , .,, . : F,....w.,„ ../,„,. 1 ./.2,.../_.,/,./.„ „..„,..„<„,„7„...... PERMANENT . , i I i .• • . r -:•• /77,77/72" 1 • 4,722777 - . k'1 nun EASEMENT 1 ! . 1- T 25780 . i .• P 25680 • , . I ,./ . ;' : . . . . I • I V ''' 25640 • L.41///// : A . , ] : : I 0 25720 . .• , , A : I __) N . . . . . „ . , : : .: , __ J : (---- — .... .........._ f. / / .. / // -- __ . _ _ - A 8 • I - - __ . . .in rn _ 1- - - i _ -1 _ _____I ( - i _______. I I ..___________ ._ . __ 1 ........, _ ,--.- H ft ,....... , ,... WILD ROSE LA -- . 1 I I__ i_ ,_. , . / 7' I , i . . . • . . • . : , i i . . . t : . . .• •• . . : . •, =1,11=1 I . .•: • .• „ • .• • ..„ • r /77 1 : • • : • . r . ,. . : • • ,,, ,,,,,,,,,, , • : . • 2 . , 2 .. , 7//7/7772)2 .. 1 7/1/7/... 1 r. ;75675 7 7%7,7 /V; 25 / 7771 . I L 625 ' 1 ' ... . . .. 0 / 50 100 150 / 1 r ” . , • x: ,,,, 7,,,, ., 25815 9 i . . • .••' . . • V/5785,,,A : 25745 A : ,47/ : /„,25695 / i i 7 , , L z•z&A ' ,•,// , 4.0 5645 i ' 4 / SCALE IN FEET HIN I a 11 MIL 2010 STREET, DRAINAGE & UTILITY IIIIIIIIIII. PROJECT NO. CLG MM I AM A DULY T a , , ' : :wir‘ ', , ' - • .iii r LICENSED PROFESSIONAL. ENGINEER J A . § M UND ' THE • WS OF THE STATE OF MINNESOTA II AI i 1 . 1 1111...1111.1.1111.1111. MIMI CHECKED ' .1 111-' 1-11 MIIIIIIIIIIIIIIIrr7 .,...-...,.1, .....,,, ,...,-- ,..,-..”..- ,,, .”.....-‘1.111111111111110 l! Ilh'IlII " 8 , - ECORD NO. 1 ■7•.3.1“.L.T.C.L . U.if.i■■ ■ I Vt11111,1-1111,111 fl, Y,JI II I LI, 1 •J1 IL- I L711‘.1.11■1,4 ilEPPROMMTMET.'" ' , =E=M MME 0.1199,9111.1111M1111.111YMNI . .. 4 ■■•21.1==.101•11 -- - -- IMIMEMMIMMMUMMI=IMMEMMI=IMINENWP - - , . , • , , — - , - - , . m ‘ , • ' •rAZI; ( . \ ... / ..1 am= • , / \ . . . . . . . . . . . . . . . . . .. \ \ .... . ..... ..... . . . . ...... . . f.y. ■ '' A 9:: INLET CONTROL 1 , : ' ' ''' LEG EN D , 8 i A* • s _ / \ P - - + 1 t - • '. -. 1 '\ . . . . _ _ - _ - _ _„_ f ,., , " _ , 1 y, , : 1.-:- SILT FENCE ,:,, iy; - 1 1 Y :./ CilY OWNED LOT '' - — ---1 , v 4 )i .,, . •,„ , t..A&AA.,.- x , .: 4 TOPSOIL & SOD: VALLE OD LA: ......4 1 ....!:!! Xi . , ' /V.*:*- 4" TOPSOIL & SE -- ______I : : -- -- _ _ .___-_ - --- --7r"--- * ...*:.!-------- ,„■ ::::,..:, / 0 TREE REMOVAL 255 __ _ T - - s . 0 t , :::5:n frO i , 77::'77.:::7.7.,: -- , / "/,‘ -- , , —1 ,,,,, •0,,..: , , . ., , „6..., • ,,, ; • - i • :',-•,- ! , • '' / /*/ / I g • • , , , ..„0„..s,:1,-,- , / . • , . ''''*eo /`' ,,,,-.,:,, . ::: , -7,27,-,w- •' ,. , r , 9,-/ , 722, : : . v,/,/,/,/,,,,,,m7,-,,,,,,, , ' /,. p 1 , : - ':','L 1 r 77,7, /, , I. ,, .,,,, ..,,,,,,,,,, : • ,.6.41 , 4,e,(9,-)277,7,77 4.,, 1 v # Jo 25500 : / 1 "Ilt..: '41/:::: i- 4 / vs , , .. ,- , .../ / y/././x/SA • , . ./,/,,,,,/-4/: ' I 80 .„ ii: ,,. .4 ,/ IL _____,,,,,, ,,r ,_ ,____ ........„0:0;.„2„,,..7..,„,,_,,,Hiii,„_,,,, „..,_____124.,44,:::::„,_____,......,4„,_,,,,:f.",..._t,r„1„:,,.,..„;:,i,,,_i,:tizizzo,„..,,,Ligtilliti,„.....,::::!:.:", / , , , n 7:•••,, ' , . ,r, ,• - , . r.•:,. - / 25775 : i . : I : , .x: : pi '4 , : e, f' .).,,, 4 &./_(.1 ,,M. .,,,,, ' • A ( ', 1 ::' : ,,.? (.. i ',.. • .V... / . ''. 4 40, , ,.04', , ii ,...,, , ! / 4 1 , a, . ' , :-. , li y4 • .,, - 4 ,'/,,,,y . ,, - -,-, ,., t - , . t _t - - (, -' 1 , '" , ',.P,.. , _') J /1N-{ ., , ,, i ,,, - - , . , , 1-- i i f- '''`--" .4 -. ./ , . _ . ......._ , ' '"'' , i- - , , ,r . , „ 1,r, m _, --,..- . 7--=-----wtik ,,,,, -- ,,,, , ..4.,/ , ',.., ,„• '''777/7'; i . 7 44..1::::::: , . 26 t - - -- - l' .4 - Illk „:,.= f I I I I I — k ,, * ... f 1 . .•: ''‘,3• .ig : . : --it'greXP-z "- <1 -'7 10 7.11:017fie • r ,,,,,,,,,,,,,,,,,,,,,,,,, : 4..',. - -, , , - , . ,,,,,?, _,,,,,,i ";.:, ' 6. 4 , .---.• P Th ( 11 \ latli .• 1 , ,m ii : •• Fr/17217 ,.; -- ( a. "'''"--- d ..„ ,„ _ ,,,,,,,,,,,,,, 1 r a„77,72,7.71 .•: . : , „ a, „..,... --- ..„, --i- - I.,— -----1,---,....-;-•_- • _:- , , r7 : r . ,7%, • : , - I ,:;::•, ,,. i,to ',..,:: :::::::,e 1 ,, &„, 25780 7 i 4 1 Vv..,/,,,,,,,////////,,Za 1 . / 4. ./.174 i DRIVE : . r a,77/ 1 \ \ , :zf , . ,,, ---- L,,,,,,,„, i ..,...r,,,././i2., „„zzA NELSINE D a , ) ,,, 44:•::::.::-... t,i , y--- / 1 , \ . • :"...., ,,/ , : , ,. , f /7 K , , \ -- L. -- moo . 1 1 .,,- ■•1'....::::::::, t, ' l''' . k : . : K 25555 : „,,,, I 27,, .„. \ ,, „z/z_ers, 1 _J . __ _________ 25455 , "4-.. , -- __ _ -- k 1 1 . : T wffilI OUND CONCENTR : w a TED RUNOFF OPEN DMRE PADED IMTER AITIONM. SLT FITLGE HLL REMOVE ,,,,,,,,,„ /, -,.., a ' - , ' - , 1 ______ ______ -- - • • Y I . ' , PA .,',"; • • . ,, SHALL CONDUCT °MUTTONS MO SPIELED MIN A • --- AGENCY ig PRACTICES (BM TO CONTROL 11. FISIOVAL THE‘CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TEMPOINRY EROSION CONTROL MEASURES. STRUCTURES AND °DAES ONLY AFTVI _ 7 Sot SLTATON MD EROSION IT r WAYS. THE CONTRACTOR MALL ENGINEER OPPINNAL MI. DEEM STAKES. MD SILTS, ALONG SILT SHALL Ui , , • qiiiir, ..- i - _ n W W COMM VAIN M. CONDITIONS MD COMPLETION DATES RELATIVE TO ALL; SE RESOVIED AND DISPOSED OFF SITE. THE CONTRACTOR SNAIL HAM RISE SILTED '.* ' .• 1 PE ME RMS ISSUED MR WORK TO BE COMPLET ME ED. Et4GINEER NY A ISSUE A STOP WORK ORDER FOR ALL DEVELOPMENT WORK MO MUMS AREAS ALONG THE MICE LIDOTONS 10 PRONDE A SMOOTH MAL WE MW '' SHALL RESTORE ME GROUND SURFACE WM SEED OR SOD, AS TO ''''" ' I UNNYVALE LA ' : . : : 1 w coNsnwonoN Foot TERMINTRIANCE WITH THESE MEASURES. i MATIM /HE FINISHED (MADE TO THE mown )14£14. IP I ''''''' I r i 2. SEQUENCING. AU. SLT FENCE AND OTHER EROSION CONTROL MEASURES SHALL BE 12. mac STORM sots SYSTEM. AT DE COMPLETION OF THE wasK AN I Sa iii iaRE i c . '''.• ; ::.:,...::,:: :m. : /1777//7;77 :77/771771)777.71 , / . ' IN PLACE MD APPROVED BY:ENNE GIER PRIOR TO ANY REMOVILS. EXCAVAIT004 OR mu. WALK THROUGH. 114E consomme sa. STORM sew ar w _ _ ,:,1!',, .::"Al 1 • ' • ' r fr / / 5 / -,,,,, : CONSTRUCTION AND SALL NAINTADED MIL VIABLE TURF OR GROW COVER INS BEEN ESTARUSTIE0 AND ARMOND BY THE ENGINEER. PROTECTION MEASURES AND THOROUGHLY FUJSH DE STORM SEWER STRIDE SEDILIDIT AND DORIS DWI BE COMPLETELY REMOVED AND AT AT THE ,,, INLETS. "T.7.: ''. ' re', 7/77/77, .. OUTLETS, MD oues4s-mew OF EACH OUTLET. R AND UMP GEOTIMILE FABRIC WAY ... : r; LZ, /:///Y. 4 " 4 t : 3. SLT FEIICE 'ME CONTRACTOR SHLL A WAIL MT FEN CE AT TH E LOCATIONS "KARL REQUIRE REPLACELIENT AS DETECTED BY DE ENGINEER TO ODA* KE A U NEN - :;:: / . 1 ?. . ,-, -41 25785 .&,/d/i/../71.‘;;Z.Z‘Zi : ON TH M MIN THE PUNS AND IN MCORDANCE SETH THE CITY STANDARD DETM.S. SILT FENCE DAMS D ER SUMPS SHALL RE RA TO CED IIITERCEPT SLT FR : OM 1 TS CONCRETE AND $OUO WASTES GENERATED BY CONCRETE : , : ,' J::: : ':: ' I I ' t.„,„/, / 1 ,,,„ -, - A GR MEAS. DD SA BE REQUIREb AS DIRECTED 'ME ENGSTER. WASHOUT °FERMI:NS MUST RE CONTOURED IN A LEM-PROCF CONTAINMENT FACTUTY :::'::: - f ... /777,, , OR IMPERIADELE MER. A °DEPICTED CLAY MIER TIAT 00ES NOT ALLOW WASHOUT i fi-: tv, , !,::::. , ,-.1 SYSTEMS PLACED ii :-. / 2 , 4. STOCKPILES. EL STOCKPILE SHALL HAVE SLT FENIX OR SEDAN* TRIPPING ARERE MUDS TO ENTER GROUND WATER TS CONSIDERED AN 'NECROIS S LINER. THE =ID AND SOUD WASTES DM NOT CONTACT 1)4E GROUND, AND TIME MUST NOT RE RULKIFF FROM THE CONCRETE tumour OPERATIONS OR MEM UMW NO SOU) , „ SHALL INSTALL INLET PROTECTION ON ALL WASTES NUST RE OSPOSOD OF PROP IN ERLY AND COMPLIANCE WITH MCA et ::'. :;::. .. ' ....„ „-___- . .- DORM tromuSellEFr=r1CCORDANCE NM 114E-CITY STANDARD DETAILS REGULATIONS. A SRN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INLET PROTECTION SHALL ALSO BE PRCOADED ON NJ. PROPOSED STORM SEWER --""" °MOM CONCRETE-EQUIPROD-OPERATORS iron= PfrOPER FACTUTEE 4.0-t:,;:::::, ,2. ft, : : KOS IMMEDIATELY FOLLOWING CONSTRUCTION OF M BS* E lit :.;,,r5.. : B. ROCK CONSTRUCTION DORMICE A ROCK ENTRANCE SHALL BE CONSTRUCTED AND 1 V , =7% '4 :,:::::;:::': 11 (f44 ' TOMMTAINED TO REDUCE TRACKING OF SET ND DIRT ONTO , , 1 a . C.:I.. .7.g -, , ..4 r d - / 977* L../. 7/1 D Ri f ocpERFoowscE PURUC THE RocK AND GEOTEMBEDEBRepatioomu REPLID LEsmIFABETS PIA scnvED CED UNDERNEATH was IHE aE ASHEO SHALL REmo : oR 70 MAARMN , . , :::::-..:,:::.: i I -,. MO MIELE UNDERCARRME PRIOR 10 LDNING THE STT I / g e A I „ . t 1. . eir.:747, : ' : ,4 [ : 256 / /1 / A 2 I ), 7. STREET SWEEPING ALL STREETS USED FOR MCESS TO THE Silt AND HAUL ROUTES 1 / USED MR CONSTRUCTION EQUIPMENT AM MATERIAL SUPPLIES TAVEL 8E CLEANED / &j/ .p 4 7/774 7/2/ 77. 6 25680 j AT THE OW OF EACH WORKING DAY. THE COY OR ENGINEER MAY ORDER *MORAL ; A t ' ,: ;:: 25750 76 • ...:::: , , ;" ' I ;1/P - ./ . 25 720 ./ . V . SEEMS Of DE STREETS AS DD REQUIRED. 1!( A il 7 '''," i , / : 4..di : 7: : . LiZea..A 8. POSINE DRAINAGE AND PROTECTION. THE CONTRACTOR SHALL MANTAS POSMVE i ,. ,/ : I ,--- '&/./ZJ : . : I . : 1 , 41 1' i` i ys DRAW* 'THROUGHOUT THE SS AT AU. usos. LOW POINTS WITHIN MD ALONG ROADMA ME MPRESSLY PROHIBITED. THE CONTRACTOR MOLL BE RESPONSIBLE ::: : 1 FOR 'MUMMY DITCHES. PIPING OR ODER MEARS TO FACIUTATE PROPER DRAMS 1 0 g g Or i : / :: : / -I 1 DUMPS CONSTRUCTION. TO PROTECT PREVIOUS:4 @RODEO AREAS FROM EROSION, . / 1 • ^ .^:2 11 1 I I I— ',' 1 I , „ ., ,- ' , t- * g ' , ,, - )11 ''' }41 ,1" ; :: - , J- - - '' ' ' ' - -"-- -' a—m—m=1 — /ANO- ; - =11.1=1 ' i . 11— 11ttiMNNO .41 1 WOOD FIRER BLANKET SHALL BE MAWS IMMEDSTELY ON STEEP SLOPES (1:3 OR GREATER) AND 0,413ANIGADITS. PERMANENT MO TRIPOD* PONDS, 8 MD .US AND OVERFLOVS TO PROTECT THE COMPLETED GRADE MD DRUM ; -1-7 — --- , .. ,: , : , il , ;F , ' ,1 . ,, :: 11 : ,,, "'4. , ..:::44-.;.::t y ."'" : '::::::::::=4.::::.C. - ,,,' „:':::-::. :, ..:.'::+7 ...:::::::.:„ I - . it,_11.1REgrmstsat xi mOS so sous MUST STABILIZED N 14 CALENDAR - - • , . .. „ . .. . , Dm AFTER OONSTRUCTION IN NT PORTION OF-D4E SITE34 .AsTaeoRms2 ..... 1 :::•:: 1 14- - : I I ' V' --4tITH I III All II II II 1 11 OR PERMANDITLY CEASED. WHEN A DISCHARGE POST OF DIE PROJECT LIES WITHIN OiR MILE OF AN MARRED RATER AS DEFINED BY 10CA, EXPOSED SOILS MUST RE STNNIJZED IATTNIN 7 MOS AFTER OONSTRUCTION ACTIVIIY IN THAT PERRON OF THE STE HAS TEMPORARILY OR PERMANENTLY CEASED. / f / ' —, "---------, i E: , t . I / ; I : i ti ' - • , 1 I I a '. 10.1AVDDINAGE MO INSPECTION. EROSON COMM MEASURES SHMI BE VAINTAINED / ' THROUGHOUT THE CONSTRUCTION MO UNTIL SATISFACTORY ESTAGUSRENT OF / PERMANENT GROUND COVER IS OBTAINED. SILT FENCE SHALL BE INSPECTED WEEKLY / WITH REPAIRS MADE ON THE SSE DAY OR FOLLOWING DAY OF THE INSPECITON. UNSATISFACTORY COMMONS NOT REPAIRED R CLEANED UP WITHIN 48-HOURS ,,,,, OF NOTIFICOMON SHALL RESULT IN A STOP WORK ORDER, AND/OR SSD WORK SHALL I TH 1 i / 0 i I : i . • P2 1 / 7, ! BE COMPLETED AT CONTRACTOR'S EXPOSE . // SC / ALE IN FEEy P/".... I / / PROJECT NO I 0 . d MIMI= , 111111,11.11101 i HEREBY CERTIFY THAT THiS PLAN WAS PREPARED • • 1■0■11RENS ..., .. I AM A DULY LICENSED PROFESSIONAL ENGINEER 111 111 IP 7-11=11111111.111.11111111M.111111 EKUPINON CON 1 ROL miari " 1■■■■• 2010 STREET DRAINAGE & UTILITY UNA - THE WS OF THE STATE OF MINNESOTA MR ' 1.11 RECORD NO _ f _ MIE _ _____ __ , , i t , -.way ,4-Nip - ••••■••■••4 --4■.._-,....._-_.........,...._........_..... 111..111.1.11111 =iM= =ill it, • 1 . ., sir: _ _ . —.-- - ..I.■..........N■msNNINNNIIIIIIMIO====1111N11111111lMll1=M==IIIIIIIIMIIIIIIIIIIIIIIIIIIMI IN . ■ 1! f,' INIIM0.- =MAIM= - - . IIMINsvalinawasomm.........:-.., , , - ■IMIMMOMMENEMMEMMENEMEMIMIMIMMIMOINIMMAN1NWILWVIVI . IffiiiiMME6, , _ ... . 4- r. . i* CITY OWNED LOT . . . , ‘.1 . / ; I-.• -j, 1 - a,, yc'. .•• , VALLEYW• OD t. ' : : , 1 : :2:,:',.;.:7,;'. • SAWCUT AS DIRECTED I . , BY THE ENGINEER _i _I : . / - ( : -- i ...3 wry- .- . : . ' - ...;', 4 _ - — ' .•_<!.. A '- G G G 6 „ - ' wr,.......,Tr 4.. ,,," 0 - - - - - - i Q 14 ; '.:. r '' ' I '''.. 1... a . '44 ''' , .,,,' fr 1 i ,,., / : ,,,..„ , . .■ ...:.-'' , ,::-' , : . 1. ,, 1.4 I . . . ..• . . . : . -, fr .' ./72-7-2,2777 i , „e -11/41, , , .,, ; ,...0,, 7 , „; . . . . ..„?..,_ „,....„,„/„,77/77/7 : . ,z.„,7,7,, r 777,7/7. ...7.1 . , .., „...„. ,.. , ,,, ,,,;. i ,„ FA-4 : 4? / rvi . 25540 1 ,,,,, , . ,,,,, e, . 1 7 , 6 2,5.. 1 . 4 . , , ,' ,0 ..,-. , .,„„J :, , „3777;7771') • • ,,,,,..,/,..waz, .,• ,/,...- . i ././,/,,,„,,,,A ,....._....._ 25...! . 1 1 w),,,, ,3„.• , . :„ ,-*.i, , : I :.?;7 , , , ./,.A. / ' 7/277-9 , ,t, i i :,,,, 25775 t i i . ; , ,,;,,,,? Jek7 1 if ,. N :' , • j /3 " 1-- 7 ' ; ' . ' ./ 4 .. ,.- 1 i „1 ,;,. 7;„-A . . SAWCUT AS DIRECTED r ! ,--." ----,--- 03 i,..3-c.: , .4..,.0.4i, 4 4,: 1 . BY THE NGINEER i'U - ---- '' 0 ' 4 ' • r7r , ' ' ii.', 0, #,•i •;i: , _ ... ,, • ONCIDEN 2 AL) .• .A: i , ;;,,,,,--- - 1; bli -4 T T i T T r - ° .. '' # '''' r ' ` , .% : P 4 - 1 0 41444.9 ,4 4 .* * 4 . 20 .4 1144iit" . " 4 ""V r '' ' arsprrikV • +, 4 . 4:0,0 ._G, - *:4 1 I • . !••,•_••• .. „.st,3, „„ , ....,...... 04.,...........i.x., ..„.„,4,,,,,x.0,,,, ._,:__-„,,,,,, .. , P J .• 1 ..,, '4 •, .7 - ': l'`:.,:` - T - ...*"." - . ----4, -.:----- I '. ?r ' ' ° - - - / ' - 4, ..r.4. • , - !/ . , ,,, ._..... .._ - -.,..‘„,..±....& ,,, j„ i A ,... : 1 / -1 . i : : 2:77,7-77/72.9 ..............4 1 _ _ ,.)------ ,, ;-,',:----- .-=--' , '..;..t, ,.:,-"-"'"' ' ; ,.•-.-•-..-..moyfif:,, ..,,,.._..... . .72..„/„7,7„.77. • ,p 1 r 49 . , ' ' , : r . : 3 ..-- • I : ',4. \ . --:"''',•\ • P;‘ 4; ..' 25780 1 i / . 0 i i „ff./. er 7A 7..KeZ Al ' : . : vz(///4/77//////, . • . . fr N , . .,1 i ,,' 4/2ezzA 1 . . NELSINE DRIVE . \ ci ,., 4, 7 : 1 . :' , . • : r -/-77.7.47 , 1 re ..; ,,, : 1 — A :// 1 .., . :• i : . : : : . • 0 .. „ : : , ,..„.77..„7,77 /, ,• „ .... . . 1 1 . , 25555 i rl \ ri--/-277-7/771 \ tl it . 0 Li - I , 1 L 7 7, A __ __ _______ _:.• 1 1, 2455 _ _ ro g , • : SAWCUT AS DIRECTED Ce I I k` • Kezezze A ; . • tt -, Ati'v .------ , BY THE ENGINEER : 0 < , :', :•• : 2 t 4 . NOT ES: ' ,./. -A :-',- , ,..., 1 ',:. , : • „ 0 , „ , • , , V1 . 'SUNNYVALE LA . :• . : . • . . • w . . . . 1. : DRIVEWAY REMOVAL LENGTH SHALL BE / i 1 ..,,, i • , 1 : ' : . „ -:, I . . I DETERMINED IN THE FIELD AS DIRECTED . F17 -7/727/77777/71 1 V77,77/77.97-7 : --- ----- ti 1r , , K . : i BY THE ENGINEER . , • , 6 7 77 Z77/77777774 ' : . , 't 1 1 .2/1/2/22/././.4 • ' .•' . , V 25785 0' i . : • .•' 2. : CONTRACTOR SHALL SALVAGE "MAILBO / / /. _ __ '1,0/1 , ,,,... 2/1/12./ - • ; •e- '-z/A ,,, I • . AND MAILBOX POSTS AND REASTALL 1 . . : . • '0, • 4 / . , I DIRECTED BY THE ENGINEER I AS , . : 4„..... ....___.........._ ..... ;•''' SAWCUT AS DIRECTED 110,VIC; • . . i 3. i CONTRACTOR SHALL SALVAGE SIGNS BY THE ENGINEER : (INCIDENTAL): • ,.............................._ „„.........................._ 1 4=-'1.A' / I , -1' I T AS DIRECTED BY THE ENGINEER. 3., . V 'is; , . . : 1r. 4. REMOVE AND DISPOSE OF EXISTING I . STREET BITUMINOUS PAVEMENT OFFSITE / / .„, I-e:', • , 1 .. • ' . ., 17 277, 2 22 7 4 . ' 1 , r ' v././ , ; ' -.'„,,,,, :. . . 17 ,,3-,--, 1 ,W7277,7 - 1 FOR WILD ROSE LANE & MEADOWVIEW RD I r 25780 ,. . ,. =so . I ' .? 1 . ////'' 3/ff" A ': '.-- ii 25840 5. REMOVE AND DISPOSE OF ANY EXCESS RECLAIM ''' ' :I - I ,..I 25720 LAY-211-40 1 I ..,, , 1/ . , . A ' •" /. 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T I IN' TI IMPROVEMENTS PROPOSED STREET 14536.000 ?A : 1.1111MEN I AM A DULY LICENSED PROFESSIONAL ENGINEER UN . ' THE • WS OF 'ME STATE OF MINNESOTA dik mor .1.1.11111111..11.1.1.1. ECOM1111.11=.11/1110. 7. q : MEIN CHECKED _ _ _ . L p . 1■111111111111111111■111 rue tricc„..„.::: • -"----; -- ....;:- — • — _ 2 , . i T GW—GIVSNED-ALAT ___... \ 1 \ , A; NOTE: . 9 DRA1 4.ci NT q lLE Ra S IT HALL D L IIA B IN E s IN cTRFFT_GRADF) .___„...........______________ ........... / en CITY OWNED LOT , , \ , ---AS—DIREFTED—fist— INF FNriNFF.R..... Nr.11IFNTAI ) ... • _........... 1 : i , u , . 1 I 1 I VALLEYWOOD LA .• , : : . : , , -- -- -- -- . : . __ __ -- -- , __ __ -- : 1 - 0 . , • i 1 . -- -- _ _ I 7 k I _ _ _ _ -- _ _ _ - _ _ - - I • ■ : , , • e l p - - i or • . / • , . ,,,,,, .••• : . : • r--77-777//7/77,77; „J., ..,-..1.1W!.4/1 1 '*' . 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' \ � 2:97X.... , . � i `1 RIM WILD ROSE LANE — 1 — I ; ;.. ;fig CsI SNOWS 1INMI CINCI:) N 1 .. 0 N RIM RIM ( pCO r ; INSTALL TIPOUT B618 __ r i _ _ INSTALL TIPOUT 6618 4i14/(511 c -t., CURB & GUTTER FROM - -- &GUTTER FROM RIM rI,) CATCH BASIN TO END CURB O (k �[ CATCH BASIN TO END i ' .b,. RIM • � :: o� fly 1 235 29 2 MEADOWVIEW ROAD Sc WILD ROSE LANE I I I I I MEADOWVIEW ROAD & VALLEYWOOD LANE I I I I 0 20 40 60 0 20 40 80 SCALE IN FEET SCALE IN FEET - I 1 Edna i I I t. I : i 2 I RIM IiPxzf WILD ROSE LANE I .. .... _ ' _.._ _.. _..,,_..,. _. _. - - - __ ... 1:.70X.... i SUNNYVAL.E LANE :............................. ......."�. ".'... • � _ R1 Q N I q I N ! g N ®- -- -- - -- # — t ® . ,µ ....... ;1`I : 111114 ) } I . 1 RIM . 111 /4•I•) 1 i s .... ..... 41 1 • 1 I . ..,.'.' '. RIM % y/ ri f _ i } . f I { 1 1 1 1 1 g g 8 MEADOWVIEW ROAD & SUNNYVALE LANE I I I I I WILD ROSE LANE & EUREKA ROAD 40 60 0 20 40 60 SCALE IN FEET SCALE IN FEET DFWCHD DFEWI I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 2010 STREET, DRAINAGE & UTILITY PROJECT NO BY ME OR UNDER MY DI SUPERVISION AND THAT IMPROVEMENTS INTERSECTION GRADES 14536.000 k CLG MOB I AM A DULY LICENSED PROF PROFESSIONAL ENGINEER UNr THE WS OF THE STATE OF MINNESOTA 6 gig) CHECKED ' �_ — " ' RECORD NO E a — — �n �c .vwcv i� 1.14. WV. • r,Ar•tr i�1 , • , nI:Ir V,11L I'v "-rI�nla�i Au 11 l.L w111VIVGa.. _IIN I ►Wl Ain - - ` x A --- \ _1 . __„......... __..... ..... _ _.......... . - / 8 CITY OWNED LOT - ..., \ .... ________ . . • . ,... ..._....., r. , .....__ , . : • . • . r)--• , : • . • : 11 1 . : : , ,....ii , , 1 : .. 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"ADJUST SANITARY MANHOLE” SHALL INCLUDE: • - 1 F.,..,,,,,, , ;.,.. 4 : A. NEW NEENAH R-1642 CASTING WITH S6_F SEAUNG TYPE LID LABELEO\ ! `• .1‘,////e. •,,,/ /////////////i 4 , „ "SANITARY SO/ER" WITH TWO CONCEALED PICK HOLES : „ 25785 L4.,,,, . , :•• , I ,.,:,/, „. A : . . ! B. TEMPORARY ADJUSTMENT OF THE CASTING FOR BASE COURSE AND \ • li 1 . :• 1 : FINAL ADJUSTMENT OF THE CASTING FOR WEAR COURSE \ •••• No a': ,/, .••• : .••• : . . . C. NEW PRECAST CONCRETE ADJUSTING RINGS \ ; • ; . • i • C. : • . ---- •••• -- •••••••• - -01-1NFL-SHIELW-EXTERNAL.SEAL_WEAR,_ o k ,EQUAL„ ' : ! i • . : , . ; 2. "RECONSTRUCT SANITARY MANHOLE" SHALL INCLUDE THE ITEMS USTED IN NOTE 1 • " . . : : 1 I : • . „•• • , / AS WELL AS: , , ! , . . . , . :•• : ral : : A. NEW CONCRETE 48" DIAMETER 1' BARREL SECTION INSTALLED IN PLACE. • :•' • /4,,,,,,/ :•• \ .•• 1 z • „, F. 77i, . ,{". i .,-77.7 • : :•• Kt/ P : . : : 7,771777 ? ' ' '; : : . 25680 • . .•••: , 25780 1 1 . .•' : 25640 : . • . ! :, ,L , V ://///iY 4 i : : i 25720 LezzlivA : : LD ROSE 1• : • • . I ry 4 : : . . ' . .••• • i . I : ADJUST SANITARY MANHOLE . , , . .••• , 1 : I : j i N / RECONSTRUCT SANITARY MANHOLE :••• . . • • _ _ _.1 : f / lif — 1 ' -,,. , - , _ . , _ _ i - i • • _ _ ! 0 - 1- - e1 - I - -) ______„„........._______„_ „........._ / - _ - _____________„._________ / -I' TA- • r 14 *iv, I i 1 WI LA 1 I 1 1 I :, 1 i ; 1 / / i . : . I ADJUST SAI4ITARY MANHOLE :••• • . • : .•••• . . : : . : 'Ar : : : .••• : . : : ••• • : : 1 : 1 i • • I . .•• . : :•• .••• • • .• . • • iltoi .• .••' .-• • • . • , • . ; i :• I I A ,/ I I .-• • • : . .•• • . :• • .••• . :•• ' a " 1 ri ! ,F,77Z: , S : . /1 ..•' :• '44re' •., - 25745 25715 . /,,,' 25695 : 25 , , K i 1 / SCALE IN FEET // E : • r25785 A . I / I i • • i r . /,, : 1 7 ., 77 ,„. 77 , 1 / / 1 I. DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 2010 STREET, DRAINAGE & UTILITY PROJECT NO BY ME OR UNDER MY DIRECT SUPERMION NsIO THAT CLG AJM I AM A DULY LICENSED PROFESSIONAL ENGINEER TKD S ANITARY SEWER 14536.000 , §i: uN7F.,riz *WS OF THE STATE OF MINNESOTA A IMPROVEMENTS SIMPROVEMENTS 8 pill CHECKED IMPROVEMENTS 4...."--' RECORD NO. CI IOREWOOD mitararnaTA . PRI • P.W.01! I •1 • , ! !MY • K P.P2111•2it I -- — — : ■ .ri . sir ..i - i ........ loon in.n7 I —., 11 IFFTVC1 1S nr 71 nt IT _.,..,....,.. - ._ ....... .... SEE SHE 19 Yy • + C(!ji /llL( r////////// /iii / /// //4 r//////////////////Z1 ; ". ".. }f f 25755 / / /// �� OF CATCH BASINS. E SHEET 4. (INCIDENTAL) • g I f • ..• _ 2 , , r • c 7, : . / ////////// . I $ I� ` 25780 / / / / / / / / //j 25680 e Q I.e. _ / / / / / / / / 25640 j • : /. • I • 25720 % / / / / / / / / //� • • 3 I ;x _ I ----------- ---_. .... ::::: : :::. :., ....... ......... ........... Of .. - �k � - mans' � :'. ...: .. w...M � 4 di fX L r.. Su - -ti -+ pp � j $: • ., N • • • • i I / / / / / / /// ,, „,,,, // %256 % -� `` 25785 % 0., / 25745 % % / ' /. • / i WILD ROSE LANE I I I , I 1 1 SCALE IN FEEL' ri 2 ”) r :� .. � n: rn ao ciro :: .:i « � o; ° R o � .. n ot : : » . . 1< ^ Iri n O'S:: `�. °'a ° : iA iA mom. i�: ° w. ° a ::� :° a:. a ) m. O G co rn� ° m rna, ma m RIM 963.42 RIM 962 65 RIM 963.46 RIM 963.95: RIM 969.34 ' : INV 959.92 INV 959.15 W) 4i INV :958.77(E INV 959.21(N,E,W) INV 964.60(N.W) 958 37 N) g 957.53 W . 0'j 957:33 N ` d RIM 962 74 I to.D000' vC I 990 INx 958 24 . °' ! -- ,0 vc I o P, _ :4 990 P1 - 2 +50 Pt EL := 969.15 n I --. -' 85.4800: VC . -:..-I PI EL = 967.85 AD - 0.83 PI = 1+00 AD ■ -2.10 K - 120.49 EXIS TING CL HI PI EL 963.40: 62 : I $ 8 PROFILE: 980 AD = 2.36 8 N K = 47. g 980 K = 36.25 c L'A) .. +i • . ,} m . . m PROPOSED CL . n m + o, ": ii PROFILE 0. _ • T :Wo ± : II I— • a d: 0. d "' � _ a. - -- -- 970 970 _ _ -- 73LF 15 " RCP, 9 . " I- .d _ - .. CL 5 0 1.05 %: a d o - _ ; �,:5 . ' ®;1:96 ; .. ..? ' s 15^ R CP Cl. � 77 y 960 e i °.� . 305LF- - 1�� 960 2oLF -15 RCP 13 . _ SEE ABOVE 47 -L5" Ref,;., =' Pt" ;,,,,g10% ~ R 964 3 950 ,- cL 0i c 950 . RIM 963.95 . . _� INV 5945 _ � 9LF -15" RCP ^ CL 5.0:.1 50% 1 ( _ .. .. .' to :: ti: K .IY :: ..�� 4 J - ::.: : � :: .:. • 1°) M.) J :. • .:: - .. .. : • :, . : CL. 5 ®LOOK .? -_- DESIGNED DRAWN - ' ' , +• •- - = t : �� CLG Moe II 1 IMPROVEMENTS • From Meadowview Road to Eureka Road 14536.000 < _ - � ` 4.1. . IMPROVEMENTS x n U. any : � � DESCRIPTION . REVISIONS CLIENT NO. N - N - ... .. ... .. .. .. .. ... .. ..ROW.. ... .. .. rr � .. .. ... ROW. � ... ...... ... - _.. . " 970 970 980 980 ... o � . . o 2 + 77 , . 45 - -- - - -- - - 97 96E) 960 97fl .. 0 I ORNEWAY LEFT - 25720 WILD ROSE LANE 4 +54.65 97 Row ' . Row :. 97U 960 4. DR IVEWAY. RIGHT:- 25695 WILD ROSE LANE 960 `_ - -- .:: g '� 2 +50 .. .. ... .. ? .. 960 980 ROW ROW 980 .. .: 970 'ROW co. m 1 ------ - - - - -- -- -- -- -- .. .. . . 1Q ROW' 97U 970 _ T 970 9sa 2 +00 s 6o 4+50,49 96 Q DRIVEWA tEfl - 26680 WILD ROSE':LANE 96U. ymp ROWS W ROWROW' 970 ua 970 980 980' . m a _ — — o� -__ a 960 1 +50 960 970 _ ;m - .T___._, _. 970 4 +24.90 _ 970 ROW ROW 97°.. 960 .Q' DRIVEWAY. RIGH - 25716" WILD R06E LANE 960 a, 0, — , c , ' N _ _ — � •-�= 960 960 970 ' mow W al - - - Row 970 1 +00 MEADOW/1EW RDIAD / ( DRIVEWAY RIGHT - 25785 WILD ROSE LANE .... 970 ..... ..... _.. .. ROW ... .. .. ROW 970 ..... _ .. 960 .... ... : 4+00 960 .. .. .. ... 960 970 ROW --'S, _ - -- - ROW 970 0+ D6.96 950 950 960 3 +50 960 ........ 970 _ 0 970 970 ROW g S ROW _ __ - 97Q M y, 0, m __ -- 960 960. 960 960 • 0 +50 � aRlvEww r�cHr" _ i5ya5 aI�I:D Rosy LANE tt) m 9so - - 960 960 3+00 960 -20 . 0 20 4D 4D -20 : Q 20 4 1 ; . : - -- , : - - -. _ - - - - - __— � C. • I CLG MOB I AM A DULY LICENSED PROFESSIONAL ENGINEER �� T . - • - - . • • T - • . • • 1 - • . • • UN. •• THE WS OF THE STATE OF MINNESOTA •12 - - - . ?...,..�.e, -..... _. .. .... , ... .. . __ ._ ......... _ • 4 • RECORD NO. O RSG tNGiNtthilNla • ARCHITECTURE I tl l UFSt ' F LHNNINI /l Al a�rtil3i8 tV ! I d 3 t� � g f. DATE 3 16 /21 0 LIC NO 01616 � n n� 980 ROW RO 980 . .. .. .. .. .. ... ... .. .. 970 I ... ... ... r 970 ...:. .. : .. 98f} .. .. . R O W .. .. .. h ^ .. .. ... ... .. .. .. .. 980 .. ... ... . DO D.4 c4 OW' 96E} . 96Q. .. 970 970 ... .. .. .. .. ... .. ... .. .. .. .ROW... .. .. .. .. .. .. .. .. .. .. ... R .. .. .. .. .. .. .. ...... .. .. . ROW .. ... .. .. a .. .. .. .. .. ... .. ..ROW.. .. 9.80 °'980 98Q n.. 980" 978 970.. 970 970 7 +30.23 5 +83.27 DRVEWAY RIGHT 25625 WILD ROSE LANE F DRVEWAY RIGHT — 2564S WILD ROSE LANE 960 C^ h p .. .. .. .. .. ... ... .. .. .. .. .. .. .. ... ... .. .. .. .. ...... .760., .. .. .. .. .. ... 980 .. ... n .. .. .. ROW .. 980. .. .. ROW .. .. 980 `q . 7 +15 :75 960 960 970 970 7 +00: 980 RO ROW 980 .. - 980 _ .. ROW M .. RO 980 970 970 970 970 6 +84.57 5+ 47:46 Pc DRVEWAY LEFT - '256 0 WILD ROSE LAME 960 @ DRVEWAY LEFT — 20880 WILD ROSE k 960 980 ROW ROW 980 980 . ROW RO 980 970 .. 970 N 6 +50 970 970 98 R OW ROW E3 � � 980 5 +20.99 960 I DRIVEWA RIGHT - 25675 WILD . ROSE..I,ANE 960 970 970 6+43.72 DRIVEWAY RIGHT 25045 GILD ROSE LANE ro c.1 p .. .. .. 980 .. ROW .. .. ... .. .. ... .. .. ROW 980, .: .. .. .. .. ... .. .. ... .980 .. .. ROW ... .. .. .. RO �$ .. .. .. .. 970 ' 970 5 +00 Pc DRIVEWAY LEFT - 25640 WILD ROSE :LANE 96Q 960 960 960 -40 -20 0 0 40 —40 —20 0 20 40 { npmnupn npswu I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 2010 STREET, DRAINAGE & UTILITY WILD ROSE LANE PROJECT NO CLG MOB SAMADULICSEUIPROI SS 0. I NAI I AM N UK YNIC N ENSD PRFES YNIIVI NGIN IMPROVEMENTS From Meadowview Road to Eureka Koad 14536.000 UN , THEE WS OF THE STATE OF MINNESOTA TKDA MINNESOTA CROSS SECTIONS RFn R "° o a Rs4 DATE 31812010 LIE. Ro. 41616 ENGINEERING • AtiCHi IECI URE 'PLANNING V CH Irr r AI 4 0 ` �nr ne our T LI 1 �. NOTE: PROVIDE 2 -60" LONG #4 REARS ON EACH SIDE I � • • • I ' - OF CATCII DASINS. SEE CIIEE 4. (INCIDENTAL) ' I" ,___________ 1 ,• ,• . f 1 .1 ' :, o N : 25875 al i 0 i v • .,. „ . _ • 5570 k ' "S I ry ^ I i ¢ k I - I 1 ` 1 FROM CATCH BASINS TO NONRTH RADII I 11 ' is ® t SUNNYVALE LN. ,iii I :: Y C a STA. 13 +20.83 z % i ,,,,.. - • ' 17 17 +50 :: ....... -8+88 a Vi u t .. a .-.� -- ..w t .c1 � M p ? yxa. ., . {�y g�'f ' ....__. -... z. �II'Y! M.� •°' ..�.a%a iP ... ` VALLEYWOOD LN. WHIR ' ti:! Z" /0 „.....- ,rT - STIR 16 +42.03 k V r t ,- � £ ' : 43) I ® , I I , 7 \,> GRADE DOWNSTREAM OF ` b t „ x OUTLET TO DRAIN , 6 0 I I G DE DITCH T DRAIN .�; I - V ' ( DIRECTED ? U) B ENGINEER) • m CITY OWNED LOT r I ! 1 1 T i I Ir: z I� I I -_ , • ISEE SHEET 16I MEADOWVIEW ROAD I I I , I D 1 I 0 SCALE IN FEET • '' M. ,o? Nom... ^ .N$. r..01,� OM 0.'M .M , ID .V3 ^.'8 .N 2 M : .. W. . �. O� . -.,,, ' n� 'N m -. "� co 10 `n W. : co m03 0) 0) � W . Ca a m CO .W ` � W .. .. Q1 . a , a, W W `n W � W W �W W m O RIM 963.46 + E)� CL RIM 949.57 RIM 948.55 RIM 943.97 RIM 937.40 INV 932.00 INV 958 PROISTING FILE INV 944.89 INV 94.07E INV :)) INV 933.38 S) 3 .38 957.53 77 W E) Y + 4 943.33 S 938 93990 76(S 93 ..90 E,W) °' w PROPOSEIY 943 13 N N E) 957:33N 0. AD =: l I II K = 37;55 Ii PROFILE I I 928.78 SUMP) • o + , g ioo.0000' vc 960 - '� Y. II °I S 0 : P1 EL i 949.50 - 100.0000' VC -.- 1 64.3600' VC I 960 Ij 1 - : I. d - m AD = 1.13 11 ° PI :1 " 4+50 PI = 15+00 I t - Y it + + I I EL = :937.9 � I = - - °' W 1 � .: � � PI M �- 200 0 o°1. � AD = 3.31 K =88.24. 950 I g 3D0LF: - ^- I I- W o Y k ®50.00 r * K 43m g 950 1 is " RC P a. , m, II I c M. cLS - - : 1 Y ® 4 .15 7. 7. 't - -- a Ti e °i 4g L� � _ a d 940 940 _ s , # - �29t -z �cP a d u R l 3 14 s- 24LF- 12 . e$ YC 21 R C 4 00 P Do � CL:5 ®0:54 9. ® QL 3 930 .. INV' 945,04.. I 94 IM 9.01 ®3 6 6 � ® ri. 930 rn a : 2;1 LF -15J CP, a CL 5 0 1.50% -- RIM 943.52 CL.3 0 0 50% . . . rn INV 940.02 _ 3 6� F j Q 24LF -15 "RCP, ® 8 RIM 949.24 ® I I I j iS RIM 947.7 C . RCP INV: 943.26 920 * S •4y� ::: CL.S ® 1 :509 6 INV 944.74 INV 933.74 920 • Lo ,- I= 1 "2LFr CP, - L5 CULVERT 0,: CL.5 02 "RCP, . CL5 +0 0 509: `� ~ • O ° M M F CL.S 096 o � a .. . o r - P, :, r - ao J Fci �A J n �: n o ro g 2 J o c CLS 1 wL ®: 00% d la . r O � .. I N O N n tn F) M ' r) M M I•) M I• ) 1, : d M '-- N : t0 I r0 M7 � .. ... ^ 10 11 12 13 14 15 16 17 _ • ; 1m. .,; , .1010 S I Ktt 1, UKAINAGt ti U I ILI I Y M • ■ .. , • .. . - ■ - • BY ME OR UNDER MV DIRECT SUPERVISION AND THAT CLG MOB I AM A DULY LICENSED PROFESSIONAL ENGINEER IMPROVEMENTS From Wild Rose Lane to Valleywood Lane 14536.000 Y : UN. THE wsoF THE STATE DF MINNESOTA 4_ STREET & STORM SEWER Vii. I �N:Ix. Via+ =�%, •• --- _ - _ IJdJaQ�171U1a►I1 R B . • RSO DATE 3/8/2010 LIC No. 416 ENGINEERING • ARCHITECTURE • PLANNING ' ,, se: • , ' P .... ..... I cm 'cum) cr o• I �rE - 9 �f �_ r cm ��1 �I to . ...... _ _.. I .. ... .. 960 .. ROW.. ... .. .. .. ... .. ,ROW.. ... 960 . ... ... ... .. : ... .. : ..... .. .. .. ... .. .. ... 950� 9 6 0 Row Row 96 0 .: 12 +00 .. 960 am 96U ROW. . .. .. .. ROW ... ... ''� — " ... .: .. �� .. :. .: :.. "" .. .. 95E} - i 95Q i 950 950 940 940 11 +88.12 t DRIVEWAY RIGHT - 25785 SUNNYVALE LANE ROW .. .. . � 960 960 96f3 . .. ROW . ::. .: .: ... .. .. ROW:::" .:" . ROW ... .. ... .. ... Ln _ 960 m 950 950 950 ----,=- w 1. 95Q 11+63.40 55 m MEA F DRIVEWAY LEFT — '570 DOWVIEW Raw - �"` ^ 960 ROW F ROW 960 94f! 14+00 g 940 N. .... ... .. ... .. .. .. "... .. .: .. .. .. .. .. .. . ROW . . m 1, ... .ROW . . 950 ". 950 950 950 - - 11+50 � . —% ry • 960 ROW RoW -- 960 94Q 13 +5Q 940 950 1 1 + 950 950 -- ROW °' ROW 950 960 .. ROW :: ROW _ 960 .: . : 940 - " .+22 06 . co . ...: :: 13 940 a 7 1 0 +94.24 950 950 960 ROW ROW 960 DRIVEWAY RIGHT 25780 WILD ROSE LANE 970 ROW ROW 970 95Q rn :1-4 - .W 13 +00 960 —___ 960 940 :: 940 10+50 ROW ROW 950 9 60 . � 950 sso .. .. .. : : .. .. .. al 970 97 Q 950._- -�- 950 12 +50:82 10+00 960 9443 1 RIVEWA - Y LEFT 25850 SUNNYVALE LANE -40. -20 0 20 40 -40 -20 0 20 40 � I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED - Is - -- 2010 STREET, DRAINACE & UTILITY MEADOWVIEW ROAD PROJECT NO . CLG MOB I AM A DULY LICENSED PROFESSIONAL ENGINEER . , UN THE LAWS OF THE STATE OF MINNESOTA -1 - OIICOKCD C'(Ovlvr SECTIONS RECORD NO. CACAI I1FMFRFN SHOREWOOD MINNESOTS RSO DATE 3/8/20+0 uC. No. 41616 ENGINEERING • ARCHITECTUR - PLANNING 9 _ Iii . . • • _ . • a • 940 .4- 940 93a 17+50 930 c , g 940 930 17+00 930 940 c" co 94° RI RI 6 0) 930 930 ROW 940 940 16+00 ROW 93() 930 950 ROW oco ..-- v 940 .■•7"__ ----: 940 15+54. 930 t DRIVEWAY LEFT — 25875 ■IALLE1IV000 LANE 930 ROW ROW — — ..._ _ -- — — — — — — — — — 940 940 i 15+00 930 930 8 • si R. I ITII ITV MFArICItALIF i : 1 - MiWaimile- DESIGNED DRAWN IREREHTCERTIFTTF13CTIBTSP17■FIVVAUPRE - . - .. • • in *Aim N..111/. IMPROVEMENTS 6-- : -:-- :-- : : - , .:.::: .•- . I 1 I 1 =Nolo= CLG MOB I AM A DULY LICENSED PROFESSIONAL ENGINEER ' IP ' mileirmirrm - =mil= UN. • THE WS OF THE STATE OF MINNESOTA • IN•1111■1••■ • no. 1v.pf....---- RECORD NO .b=4.4 ■ ■ ■ ■ MilliiifEIMIY M■ runth tr. r n., nr,,LIITcprt inr ni A p, tAlictr. ■ DZI:LIDIZIYI'LilICTIP a . . . I T 111 11110111INIINNIIMIIMINNIIIIII I I ■M ' IIMM iwn .m. RSQ DATE 3/8/2010 Lic ryo 41818 ciluitycnitmu ' rtnL,i 11 1 t..v, 1 ul It_ ' 1 u.mvivitvv, 1111111•1111111MINIIM . ,rillggqiiiirrilillMirli IF Pii.iiiiiiiiiii MIIIIIIM4:14*11'■[•WAMtilato4,11+11'14 L_ ''"Ij: 4, tr,. \-' a \k -- - -1:: - - G --- , / cm( OWNED LOT // I / ,;•:,,x,,,, I ' "• ' , — I 1_ 1 . 1—....... ........ . -- —__ I . „, -.. i , , . , 1 ,„ _ • I 1 1 p,.../.,, . , . , , , . . • . .. „..... ..„„ .... x . , ,,• 1 : ); , erfril---•,-,:', , 1 . 0 1 0,1 ..:yr 0 ,•:,,‘,,,. . fri . . 1 i R .-----_yr 1 w ----- , > - - , - ,,7j, ,:... \,,, — _ v>, - , • + ---";. , 11 _ _. ,, . i 1 _ 4, 7 ,___ 1(. . 7 , ___ __ , / — -- -- ___________I / .1 ! NOTE ALL STRUCTURES FROM 22-1 1 22 \ ,, '', 1 . ,..., . (4) SHALL BE R-3067-C CASTING. .-1 ' ••• ; ., ,,,„\\\\.„..„, I pi . 1 PI ) t ,1 ' i.- • ' C i i ., ! Y , : M. . ('; --r9:4-.: . : ' N 0 — i . — — .----- — — 7:1,■!°#;44'/I''''.1^:4'''''l. / 1. GgSg ' ,\--, \ T I -.',:- , . . 1 6 I ,' 4 . , r 1 , I f", :: ‘1% , '„,, t , I .,,, i ," : , -.. ,., .,,,1*', ` 51 , II. e A , 25540 25500 i , 7/://///////, l...*■ „/,,,g, i 1 1 / //. . 1 A ADJUST SANITARY MANHOLE ---- A " . . ! •, 25580 ' or; :1 i • ', s •,, I : .„, - .••1'..ortSF .*ZizAWWF% , -....0.'‘.''' , . 1 - t 1 I L ADJUST SANITARY MANHOLE 1 i . , •s s • ' : ---,:\ ' ' ..-,s •....,'. ,', \ , ' 0 ••" I ' ,-- --- -- :',.• - A" :. 1 ''-v:.:4'?.-- .... --- 1 I. 1 ' > - 1 ..,. i ,,, ,,,01 A, .. ... . ' - I ,,„, N• I : Os G ,.:! _. ..:: it t.„, : N , • f...-...,-.. ,,,_. • , A ', i 1 ' !:%z;I:";•1,,.‘171,:\'q':-,(7\--,-;-;;;;'-''-‘..\1:,',',t,, \).,,,,..:. ,-;Y: Z s? II, I ; k. ............... _ . ._ ,• , ,.. , , , ,ipigmiiiiiiiiiMa=1- N ...... gaja . _ , ..., , ,,,,,,,, ,„ r '' '' :44 _1\._ - -,-,-, ,,, • , ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 1 , ar;z4sesi;gifiaix,„;1:0,Eipilf. ,,,,,,, r • ---- — - , • -- :- ,,,,, , Igafte:irli== Ftwifosi!s=lissgEF: -14 4 0 --ty ‘ts§s.0 ._. • l v. -------*,.._ - _,- ,, ,,, ,., , ..- I-- - ' " '' --7 'illif : : :- .0 —::- i a /..; I i.s'' • , i i , • ., ..- ' ■■ 14 , ,,,.,,,- , ; • I 4 • ,,,...„, lir iT' 1- I EXCAVATE MATERIAL ON BOTH SIDES OF \ \ -1 , • '''' NELSINE DRIVE TO WIDEN FULL ROAD \ N \ . ,.., „ . ,, , .. ..,,,,...„ 4 il 1 N J ./‘ , ,, , \ .• A ., ' I I • SECTION TO 2V.1 REPLACE WITH SECTION \ SHOWN ON SHEET 3. \ \ —, N 1 g , I I rl • 17 r...9,,,, n i 11.,///z/z, ,,,//1 , — 's 77 ii ' ° NELSINE DRIVE NORTH/SOUTH EASEMENT i I I I I 5. 100 150 SCALE IN FEET . . . ? "8 7 8 ,-). 1 , t.i8 ... 2 co. 2 -I ro ' 0 8 . cc F.°. ,,,,! . ,, - - - . c d cd L o .3 a . a • a- .rn ,) n V; V 2 g Ag L1 zg ,,i sg Ng . Ng. .-) 0 0 1 cn 0 - n co , . cy, a , . co a, o; . a; a, Cip g EUREKA RD, CD • CD - . ' ' ' • RIM 954.23 RIM 954.92 • • • • • RIM 954.23 ' ' RIM 93&60 INV 934.22 • • • INV 949.29 5 • ' INV 951.10S) INV 949.29 • INV 934 80(S) 944.23 N) 950.20 (N,W) . . 944.23 N) 934 60(N) 94023 sump) . 940:23 SUMP) . I I 100.0000' VC — • PI — ?1+00 ED , • Pt EL. 0 9. q 970 5395 AD _ _1 J( BELOW n 2 970 960 960 • • • • + a, PRGPOSED q il 6667 Z.74 S • ' PROFILE . ,. 960 d E tcr- d 13211-15 - PROFILE 960 950 -N -- ,. 950 - ii. m w CL5 0 , 0:52% ,-. ....:.,_ __ ......„... . . - . '-• 11111111Uranili 950 940 940 . ii 9 9 , _ 2 /OLF, , ---- IL 950 1 n ulmaillmilill."1. 1 6 1 - :;,.\ ' 1 i • • - - • (D/iitt , 1 1--- - --- -.-- - - - - - -7 - --•-: - . i> - - ---'---= --- iNv pgt -- --- - 7 ---- 940 930 , . , .. . 930 $ i - RIM - 954.23 , . 38LF- . . • • • • • . . • ,, CL.5 co t00% . . • • • • • • • 930 920 . . . 920 li CL.5 0 1.00% • 1015-15 RCP. 22LF-15 RCP , 1 CL5• 0 1O0% • . . II • , . • . • I0 . . N CL.5 0 1.00% . . . . . .),-. to .." • • • o)i S 8, li ' --, 1- --, ' 1 • 20 21 22 23 24 25 26 , ---1 DFSHINFIl nRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 2010 STREET, DRAINAGE & UTILITY NELSINE DRIVE PROJECT NO. 1:11 MG UR unwell 419 urce,..1 ourmriviamm Al.,IMAT PKOVEMEN I S From LureKa Lane to Cul-De-Sac 14536.000 ' ;11 CLG MOB U ' N A A D g l i - Z LI C Z SOEFDTHNIZSETFNM-42:0.17EA STRFFT. STORM SFWFR & R 111140:A* IM ■••■•■•■ —r e' RCCORO NO. ...,.....,,-,,,-...— -KAM—LARY—NI WI RABALw.,OVLIvILFTIS .r......„....„_ -..- —:=13111— CI ioncwoe-D- MIPINECOTA 1 • J(111 -IP V VW ' • • • • • ■' a Li it . 10 01_ 19 02 L_._ MEET 1•10. Zi OF 21 Itli . 14. ,_ . . .... ' , .. . . ... __1 - . .. _._ OW ' . ROW 960 960 _ 950 950 23 +00 I DRIVEWAY RIGHT 25565 NELSINE DRIVE ::� ....964) .. .. .. ROW .. .N, m 960 'ROW' : :.. . : ... .. ......: :... .. _ -- __ -- - - — 950 22 +81:07 950 t DRIVEWAY LEFT - 25540 NELSINE DRIVE 960 ^ - ROW .. , t A... .. ROW. 960 .. ... 970 ROW ROW .. 970 950 950 960 ( 960 22 +50 __- -_ 960 ROW .. ROW _ _ 960 950 25 +Q (� Q 950 95(1- 950 9643 g ROW 960 22 +00 960 ROW 7 $ Row ----- 960 950 950 950 950 960 RO W ° ROW . 960 960 ROW Q O ROW .. 96�. 950 ...: " 24+45.36 950 .. . DV[7 I DRIVEWAY RIGHT - 25455 NELSINE DRIVE 950 950 964? ROW : *. p ROW 960 21+31.78 2 ( DRIVEWAY RIGHr 3555 EUREKA ROAD. - - - - - . _ I 96E1 ROW ^ n ROW 960 950 _ — 24 +02.09.. 95o .. - - - - — — I DRIVEWAY LEFT - 25500 NELSINE DRIVE 950 950 964} W 860 ROW ROW 21 +00 L.r, in 960 960 950 950 23 +6 11 w ¢; DRIVEWAY RIGHT 25505 NELSINE "°RIVE 950 - -- -. - - -- 950 960 ROW : a ROW 960 • 20 +50 ------------ - - - - - - -- - - T 940 940. 950 950 • 23 +50 _40 _20 0 20 , _ -40 —20 0 20 40 — 1 2010 STREET, DRAINAGE & UTILITY NELSINE DRIVE PROJECT NO I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED y DC D IMPROVEMENTS From Eureka Road to Cul -De -Sac 14536.000 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 r1113A MOB - _ _ - CI IECKED .II1( WI II 11/ -- titlN �t2nCC CFC'TI AtS tir:ktTA - - - - - I AM A DULY LICENSED PROFESSIONAL ENGINEER UND THE WS OF THE STATE OF MINNESOTA iiil r�T ` • r IMt t _ 11 IC S'l n _,9 IFTT( _ M .11■.1■1 . . =W= EMI i IW , . IMR1 : 1E.ISIMPSI/ ' " • INIIIIii1W1-1E1—.11■1111■Immener — ;, = .1111 -," .•• : 1 / / 25780 i4 • i 1 I 1 I NI- : .--- ' , ////, • : .••;• V//2/2/. Z/./2/ ./. Z -. ' 7. ////////. . „1 :••' 0 . I I 11 Pr 777/7777777; Cr : I :: I . 1 25850 • , _ : , &_ ZZ/ZZYZ/Z4 A i ., . I . . . Z. 2, 2 - ''- ' — : • .: - _ - • - - — : . ' > . : ----; _ 1 • 0 ! j • : •" a < 1 i PO _ 7 .••• _ _ _ - _ _ _. .....„.. 1 SUNNYVALE LA 1( 1 . : _ „ • ! , ...... II 11 • , •: i . : 1 , ,, ,•:: , • , . , 1 .. • 77777/7/77;Y/e) 01V/0 • , ,,../ .• , , -. li I i A ' , . L. ' F7777, 77777 . : , : .• ' 1 3 7 ./ . / • :: I : ,;,j i .7///, .• r ' ' ::• • - / - 11 • :•• • L4/2/2/Zz. 2 ZZZ/Z.Z if rs 25785 / .1' .••'' " .•• I I : I ,_,, / /• I ,, ' I :•• .. : ' : , : :•• L• : I • , • / ,,,., i : \ .. • :•'. • NOTES: ,:, ,/, J : / Il• it. r t :• ,.44. . ,, 4 1 :• 1. GRADE 244 LF OF SWALE FROM WILD ROSE I , i I : , ..Z1Z.ZZZ TO NORTH PROPERTY UNE AS DIRECTED ,•• , 1 _ _ r --../ , . , , __ ...,: BY THE ENGINEER. % I i l .• 1 0 • 2. RELOCATE 6 CONIFERS ON 5570 MEADOWVIEW % . / • / : i .••• • . : • ROAD PROPERTY AS DIRECTED BY ENGINEER. / I I - '', • i • , :•' F./.;1 10 • 3. RESTORE WITH SEED Se BLANKET. # - I 77 : . % , / . 1 , :// 1 l' ' v i .• 1 : : • „ . • \ r 7/77 1 /7/. A . : / I 40 0 .• ,• ,_ 1 _ F777;7:Z77. :•: / • • , i/ / 0 . / , Ln 25780 :• 1 H :' : r/ . 777; 2 772 1 • .., /A : i ,/ , i t <:////, - // 2,/ ,/ : ' / _A I . 1 ' . . 4 I , /..// „ 1/W PERMANENT ' . . ././4 25720 /. .• r tzt ytt, \ ./ , . /,,,,,,,/,,,,,„/, DRAINAGE EASEMENT i0 .. • ;/// •••' , : . K ?Z./ / /z: 2 1 . 7 / ) , / / , , , / . . ; .. 2ZA IC / 1 i ••' : i 1 '`.'7 .1 I I ,• / •/) --- — - -- I • , irol ---- . I ei$0:6 0 1 A - -I - N + t 1 L ...... L I . . '1' I i WILD ROSE LA 1 : I .• • imirk ,f. : . „ . . . I ,• ..• ,•••• : . , ,•.' • : cr . : • . .11 ..• 1 . ,••• :• 1 • . : , .••• • . . . : I I i 8 . . : • I 0 30 BO 90 .• i . • . , . , .• • . . i • , . . :• ,• • • . : , r / .• .•• . : SCALE IN FEET I 7 7 . 71/////43 -77 -7 7, 7 7 3 I V/7 L tai - :PP MM. IIMMEIMME=01. . 2010 STREET, DRAINAGE & UTILITY PROJECT NO C LO MOB I AM A DULY LICENSED PROFESSIONAL ENGINEER UN. . THE • WS OF THE STATE OF MINNESOTA hp . i rimmin 7--., , ..... LIM”' .■1111ragli , Emozmitiat ■■■=__.,_1,_"......,...t.... A lit Z • i'. ■ . a :10 ■ ...,,. . 1..... ' - =---------■■■•_____ ■ 11111111WITIMT.Wii ■E...1 • 1.1 ..I. a 1 ri.,..zEWahl • Y. =V !! I •1 ■111 ‘,...im — '-• --= =:=-=='- .----- - _ . - . . . STORM SEW R CONSTRUCTION CHART CONSTRUCTION PIPE LENGTH (FEET) DRAINS TO LINE STRUCT. STREET STATION OFFSET MH DESIGN RIM OUTLET 12" 15" 18" 21" 27 30" LINE STRUCT. SLOPE INVERT REMARKS NO. NO. (NOTE 1) OR TYPE ELEV ELEV RCP RCP RCP RCP RCP RCP NO. NO. OF ELEV. CB CL. 5 CL. 5 CL. 5 CL. 3 CL. 3 CL. 3 PIPE ( %) 1 16 -8 Wild Rose Lane 4 +38.85 13.33' LT. CB 404 969.34 964.84 24.0 1 16-7 1.00 964.60 2 16 -7 Wild Rose Lane 4 +38.85 13.33' RT. CBMH 404 969.34 964.60 305.0 2 16 -5 1.77 959.21 3 16-6 Wild Rose Lane 1 +34.03 13.33' LT. CB 404 963.95 959.45 24.0 3 16 -5 1.00 959.21 4 16-5 Wild Rose Lane 1 +34.02 13.33 RT. CBMH 404 963.95 959.21 20.0 4 16-4 2.20 958.77 5 16-1 Wild Rose Lane 0 -5.70 19.78' RT. CB 402 963.42 959.92 73.0 5 16 -2 1.05 959.15 6 16-2 Wild Rose Lane 0 +66.75 21.29' RT. CB 402 962.65 958.37 9.0 6 16 -3 1.50 958.24 7 16 -3 Wild Rose Lane 0 +66.96 13.33 RT. CBMH 404 962.74 958.24 47.0 7 16-4 1.50 957.53 8 16-4 Wild Rose Lane 1 +13.84 13.33 RT. CBMH 406 963.46 957.33 300.0 8 19 -1 4.09 945.07 9 19 -2 Meadowview Road 12 +35.19 18.07' LT. FES 951.88 36.0 9 19 -3 5.42 949.93 10 19-3 Meadowview Road 12 +71.21 18.07 LT. FES 949.93 10 11 19-4 Meadowview Road 12 +88.73 19.33' LT. CB 402 949.00 945.50 31.0 11 19 -1 1.39 945.07 12 19 -1 Meadowview Road 12 +88.73 13.33' RT. CBMH 406 949.57 945.07 45.0 12 19 -8 3.86 943.33 13 19 -9 Meadowview Road 13 +33.63 13.33' LT. CB 404 947.76 943.26 24.0 13 19 -8 0.54 943.13 14 19 -5 Meadowview Road 13 +00.11 26.94' RT. CB 402 948.36 944.86 12.0 14 19 -6 1.00 944.74 15 19 -6 Meadowview Road 13 +10.19 33.33' RT. CBMH 404 949.24 944.74 24.0 15 19 -7 1.50 944.38 16 19 -7 Meadowview Road 13 +33.46 33.02' RT. CBMH 404 949.01 944.38 21.0 16 19 -8 1.50 944.07 SEE NOTE 2. 17 19 -8 Meadowview Road 13 +33.64 11.70' RT. MH 409 948.55 943.13 129.0 17 19 -11 3.39 938.76 18 19 -10 Meadowview Road 14 +62.64 21.87' RT. CB 402 943.52 940.02 12.0 18 19 -11 1.00 939.90 19 19-11 Meadowview Road 14 +62.64 13.33 RT. CMBH 406 943.97 938.76 147.0 19 19 -12 3.66 933.38 20 19-13 Meadowview Road 16 +06.47 21.25' RT. CB 402 936.50 933.00 10.0 20 19-12 1.00 932.90 21 19-14 Meadowview Road 16 +09.74 13.33' LT. CB 404 937.40 933.14 24.0 21 19 -12 1.00 932.90 19 -12 SUMP ELEVATION = 928.78. 22 19-12 Meadowview Road 16 +10.03 13.33 RT. CBMH 406S(60 ") 937.40 932.78 155.0 22 19-15 0.50 932.00 23 19-15 Meadowview Road 17 +42.79 91.28' RT. FES 932.00 23 24 22-4 Nelsine Drive 23 +31.18 11' RT. CB 404 954.92 950.42 22.0 24 22 -3 1.00 950.20 SEE NOTE 3. 25 22 -5 Nelsine Drive 23 +31.24 17.93' RT. CB 402 954.70 951.20 10.0 25 22-4 1.00 951.10 26 22 -3 Nelsine Drive 23 +31.16 11' LT. CBMH 404 954.92 950.20 132.0 26 22 -1 0.52 949.51 SEE NOTE 3. 27 22 -2 Nelsine Drive 21 +99.53 11' RT. CBMH 404 954.23 949.73 22.0 27 22 -1 1.00 949.51 SEE NOTE 3. 28 22 -1 Nelsine Drive 21 +98.88 11' LT. CBMH 406S(48 ") 954.23 949.51 143.0 28 22 -6 1.09 947.95 22 -1 SUMP ELEVATION = 945.51. SEE NOTE 3. 29 22-6 Nelsine Drive 20 +56.14 6.96' LT. MH 409 952.45 947.95 165.0 29 22 -7 9.33 932.55 SEE NOTE 2. 30 22 -7 Nelsine Drive MH 409 938.60 932.35 182.0 30 22 -8 1.00 930.53 N - 141354.32, E - 442649.29 31 22 -8 Nelsine Drive FES 930.53 31 N - 141531.99, E - 442658.81 NOTE: 1. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. DIMENSIONS ARE TO CENTER OF CASTING. 3. DIMENSIONS ARE TO EDGE OF BITUMINOUS. 1 E S S B 3 a 6 s _ _ . .. .. .. _ . -. , 2010 STREET, DRAINAGE & UTILITY PROJECT NO. cf, - ..• BY ME OR UNDER MV DIRECT SUPERVISION AND THAT IMPROVEMENTS S I OHM StWtH 14536.000 ymn Tu LICENSED PROFESSIONAL (IF EN R 1111cErik MI GINEE a Y CLG MOB DATE DULY WNSED F M NN GINEE CONSTRUCTION Cl TART AM 8 ? N R RECORD NO. E m O , CHECKED a E 1 iF i'EO T INE MINNESOTA slwmo Irx r p - SHOREWOOD - , -aNr . - �_.�_zm�..�.�. � 0 LIC. NO. 11610 �...- -_. e '� _ _ z�. --�.. RR() _ -. CA AI C • . Z _� »�� .S�l e�rra uwNtD LOT - • " 1 • sf _ VALLEYWOOD LA -- _ _ _ _ _ _ _ - - • ; j',/222jjr. '27 -77777, 14 ?%:1 7 z7//7=.71 7.7:=2,3 25540 I 27'7.'0777"Z; :J 25580 1 ',;zz2rA, 1 11 25775 4 L,,I4:44Z.44Z.,24 -IIII,III,44,44442:4,4444Z I fi I 4 p („P 1 1 - 11 I 20 21 25 4+50 El 7, _ _ 1 ,1 1 I 1 1 F/7' F7.7 .47.77 1 NELSINE DRIVE I 25780 1:< • -1 L III2444,444%4:4„,,:424/44,?44/44:44. .4°,4Z/24444.44444-.ILI4 44. -44.4 ;44444444/4"244.744.44/2 0747447 44 4 0 II LL 4 - 4-7744444.I.7.77,444.4742Zq tt 4 I 1 25850 41 4 4J 25555 I 25505 , IIIIII4211 -4` 25455 W LI, 0 11 I _ _ W V- ISUNNYVALE LA „ _ 25785 I ,I4I4 4,4 LL:4'4 ,4 /4 4 . 4 . 44 / 4,422 . II II 1 I - . 1 111 T , TX; I 7 ' 1 " 1 4 4 11 1117'''11 r/7.171 , M 2 7z /I 1fi 71 /,F/7.1 /..:4 777"" .7 :7777771 ; 15; , „ 1 ' 'I 1 25750 44'4"4444 4 ,4 /2244 I 25680 L r 6 25720 2564o •"'", 2z/A _ - s to 4 5 7 ) _ • . „ -111 " WILD ROSE LA I _ _ - - 50 100 150 25815 7777, 7 I /7 %T.: : „, • .,„.”; 25715 25695 II", 26626 4 25745 I-1 [I424,,:44,444 SCALE IN FEET F77277.72;1 I 25785 " r',22,442.44.-il.44,44.7Z44/4.4 .2:4/252825/4„,1 8 PROJECT NO. • ET 'RANA E & UTILITY mioNsoms - Eon E .."11 I - • • 11 V f- =MIMI I AM A DULY LJCENSED PROFESSIONAL ENGINEER 7i IMPROV M NTS I MI=IMI 8 11.11111.1M1 CHECKED ■•■■ tak."*111.1. ae....Ve./.111.1 41, nR RECORD NO. MIRINFROTA : " AIIM41110,01UrIr."" ruirwanu ■■■■m =1= aZ r-.7.-.-i_mnp_■1=,-":-ZW-42 . LEGEND n . 8b :, :+ INLET CONTROL 1.-.'''''''."1 r • r SILT FENCE CITY OWNED LOT •; „'.?A!` fir, .T 4 TOPSOIL & SOD VALLEYTIVOOD _ 14 TOPSOIL & SEED „ � ; T. . -- -- A I • - -- s— � TREE REMOVAL • R I 4 r { I F /7 w . € 25540 w Y u�T �, pl w,...,......�e _ - ,_,. , I F4� I :: 25500 , 2 sns t a, M ' N L 1 '" i i. +:.. r IIlA1 fTI� I w _ 2U I li �J �I 31Iast ■ .;X$ 1 ' I `= aS & ' j 2 55 0 r i - !lA I "I , {�l iii {r rH t f l l[i ; r l t rr ,r -- f{ {{1 �° s = __ — NELSINE DRIVE r (1 25780 26850 ;• H -- -- I a . 25558 { 7 y .4 ' (.://,44 �i '" _ - _ - _ _ _ ,� Lc=' Y ` 24/ '/ ✓ 25455 W fi- tF r 4 / s__ 25505 d 11 " lw .r Q Q 1. THE CONTRACTOR SHALL CONDUCT OPERATIONS AND IMPLEMENT MINNESOTA 11. REMOVAL THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TEMPORARY a 1 1 - _ P0U2l5OFK CONTROL AGENCY (MPCA) BEST IMNAGEMENT PRACTICES (BAP) TO CONTROL EROSION CONTROL MEASURES, STRUCTURES MD DEVICES ONLY AFTER ROVING rf _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - W 550 SILTATION AND EROSION INTO DRAINAGE WAYS. THE CONTRACTOR SHALL ENGINEER APPROVAL ALL DEBRIS, STAKES, MD SILTS. KONG SILT FENCES SHALL MTH ALL c j C PERMTS ISSUED FOR E TO 60 COMPLETED. THE E 1G5€ER MAY AREAS BE REMOVED APPROVAL ONG THE FENCE LOCATIONS TO PROVIDE A SMOOTH FINAL GRADE AND R i [ , 11 � �NNWA E I M ISSUE A STOP WORK ORD FOR ALL DEVELOPMENT WORK MID BUILDING SHALL RESTORE THE GROUND SURFACE WITH SEED OR SOD, AS REWIRED, TO _� I ' v v r„r� I W CONSTRUCTION FOR NONCOMPLAACE WITH THESE MEASURES MATCH THE FINISHED GRADE TO THE ADJACENT AREA 1 77"'"'; I 2. SEWENOING. KL SILT FENCE MD OTHER E ROSION CONTROL MEASURES SHAT. B 12. FINAL STORM SEWER SYSTEM. AT THE COMPLETION OF THE WORK AND BEFORE THE �°- p ,� �/ ' ,� /% %' -°'"" / / . I IN %ACE MD MID L NIRA BY ENGINEER PR ANY REMOVALS. EXCAVATION _ FINAL W AX AREA LI 7ME N CONIRPGTOR SING REMOVE STORM OTEXTLE SEWER INLET R' � , • '. MD SHALL BE MMNTNNED SIMLL UNTI VMBIE R. AT 7HE 0 GRLOC'ATKIW W COVER PRO MFASII THE S AND tt1 OBTAIN' A LI GE PoA S EWER i kl I -^' / BRAS EEN AN ESTABUSHED MD APPROVED BY THE E NGINEER SEOIM REPLAC E EYS. MD DOYS, AND DEBPo SHDRSTREAAAI AS O L B E WEACNPLEIELY . ENGNEER HRIPRAR REMOVED MD CLEPNEO�A KE NEW B RIO INLE TS. _.. 17 'x"' , /� _ r r r L SH SHOWN REQU UN SI FABPoC / _ _. ', H BY WR.Ef „,,, / ,, `%, WH I 3. 5 1 T FENCE THE DIRECTED F I ON THE PARIS MD O IN ACCORDANCE WITH RY TH SCIT THE FENCE E CTIY STANDARD DETAILS. SILLT T FENCE INSTALLATION ACCEPTABLE m THE COY. / F ,- DAMS M IM D INTER SUMPS SAW. BE PLACED TO INTERCEPT SILT FROM C7 CONCENTRATED RUNOFF FROM OPEN GRAVED AREAS. ADDRONAL SILT FENCE SHALL BE REWIRED AS OIRECTEO BY THE ENGINEER. 13. CONCRETE WASHOUT MUST ALL LIQUID AND SCUD WASTES F CONT TEO BY CONCRETE 11 1 Ili ! "/(7/..A- r° / ✓ I OPERATIONS MUST I E A MAY IN A LEAD PROOF AY LINER THAT DOES NOT ALLOW NOT ENT FACILITY I cM > , . OR OR I WASHOUT MPERMEABLE UNER. A COMPACTED CTED CL WASHOUT . , 4. STOCKPILES. ALL S AREAS SHAT HAVE SILT FENCE OR SEDMENT TRIPPING LIQUIDS 10 ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE OVER THE UQUD - SYSTEMS PLACED AROUND THE ENTIRE PEPoLfTER. AND SOLD WASTES MUST NOT CONTACT THE GROUND. AND THERE MUST NOT BE y ' RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR MEAS. UWID AND SOLID _..... ...... ___ -. -. I S. INLET PR OTECTION . THE WH C E TR/CTCR SHAT INSTAL INLET PROTECTION ON ALL WASTES DN BE DISPOSED OF PROPERLY MD IN C EfrO WITH MPCA 1.4 1 "`�"` "'` I fDXSTING STORM SE WER IFLTS "IN "ACCORDANCE WITH - THE -CRY SEAWARD DETAILS. REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO 1 ` �.' INLET PROTECTION SHNJ N I. I . 30 BE PROVIDED ON ALL PROPOSED STORM SEWER MFOREI CONCRETE - EQgPMEM..OPERATORS . TO_ UTLRE THE PROPER FACILITIES. I INLETS IMMEDIATELY FOLLOWING CONSTRUCTION Of THE INLET. 4 1 t 8. ROCK CONSTRUCTION ENTRANCE A FOIL ENTRANCE ORAL BE CONSTRUCTED MD b T � MAINTAINED TO O REDUCE DUCE TR/CNING OF SILT MD DIRT ONTO , r — ,'-.77.7 R THE PUBLIC STREETS. A GEOTEX O FABRIC SHALL BE PLACED UNDERNEATH 7EE� 1 , 1 % Z - I PERFOR ',FE ROCK MANCE ONCE MUD ANAD �DEBRS PERIODICALLY BE OR SCR P FROM TIRES 7/ i t . -I z,'", 1 1777'_ .... AND VEHICLE UNDERCARRIAGE PRIOR TO LEAVING THE SITE s !✓ 'I ,_„ / ✓ , - `-� / t -�'r 7. STREET SWEEPING. ALL STREETS USED FOR ACCESS TO THE STE MD HAUL ROUTES I� — & T „ 25780 l ,'. "f /'//l "' /i/ .4" Y'" 25880 �: USED FOR CONSTRUCTION EQUIPMENT MID MATERIAL ENGINEER SHALL BE CLEARED ' / AT THE END OF EACH WORKING DAY. THE CITY OR ENGINEER MAY ORDER ADDRONK / I t l 2572 : ` ) 258 � SWEEPING OF THE STREETS AS DEEMED REQUIRED. FI G `, // 8. DRANI E THROUGHOUT T SITE AT . THE CONTRACTOR SHALL MNMNN POSTVF C � x d : :,e . L! I — AE TINS LOW POINTS WITHIN BE RESPONSIBLE r" r . � , — I ROAD WAYS ARE DITCHES, PROMOTED. O HER MEANS TO FFMA PROPER DRANVIE 1 {'� '. I I D UG. CONSTRUCTION. TOPIPING P N ROTECT PREVIWSI.Y GRADED AREAS FROM EROSION. I 1.11_411_1. N '.- " y -,---c"—", T' I �° 'rx"- "-' 1 WOOD F BLANKET SHAM BE PLACED IMMEDIATELY ON STEEP SLOPES (1:3 OR ■ II I 111 ) MO o w = ...,_,._ `� I_I i .. ' I 1 �T ` t h I -i, l� -11 �—� 1 -1 i I � I .L —p _ rl III 1 1 I , —,, 1 — a� ._: 1L 1.11..l...,_ 1. :,. -, I 1 tt- s ` fi UhEfS MD OVTiRRFLOWS PROTECT THE COMPLETED GRRDE AO MINIMIZE L 111 1f1 111111 I � — , "e __. 'IL 1 -11 I III lll„ — IA L._L m r .U_. �� L 1 1 1 i 1 SIL N . w 0 r p � T I THE RUWFF o --- .--. --- -- ° - .. -- -"y(N 1 S ,�� d ` __ _ _ - . S'D w' �. y W -""TTY I DAYS METER CANSTRUCIIDN'ACTMIY THAT- PORTIEN} -OF -THE STE..HAS_TEMPORARILY _. . — — — ) r F �� :i 917i"`"1 f I OR PERMANENTLY CEASED. WHEN A DISCHARGE POINT OF THE PROJECT LIES WIRIN ONE .. i _ rrl_ �,i li �lll III -1 III IIIk #.1 Iii II a T ". 6._ E b AND O _.. _.....,. ._,..... , ...._._, _,... �- :17 = --I. __. . r f�E / ,I 1 =m5" 1'- TT7 -11I l _T -IT ` i t � �� ,_ s .— :.� f ;. — — -_� —I ' MILE OF AN IMPAIRED WATER AS DEEMED BY MPC+I EXPOSED SOILS MUST BE STABILIZED 9 y� - f,1^l „'1,, . 11 7 :°„d �- i : ,i I I— I 1 - 1 1 1 -1 I 1 -1 I 1 -1 I!L - . Tdy—_I 11- ---i 1 111 ii„ �, :1 I 1 - I 1 — .: I I 1 - I :1 -1 1101T,-,1 11 i'' : I { 1. -1 11—I 1 I �� WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVIN IN THAT PORTION OF THE SITE HAS TEMPORALLY o ° I1 6” �� — - I x I I 1 I I „I1 - Ir —iii I I I _ 11 I OR PERMANENTLY CEASED. R __' 1 z .I 1 . : — — - Ij _ 111 111 L � ,- =111 IL_.L. LI .._=-LI 1. _ I 14 .. 1 I , a ENT OF -K ' - pp��§g A j � I -j 10AMINTENACE AND INSPECTION. EROSION CONTROL MEASURES SHALL BE MAINTAINED F + I .. I PERIM ENT GROUND COVER IS M OSTTNNED. SILT FENCE SHALL BE I SP WEEKLY I II I I - ._.. I WITH REPAIRS MADE ON THE SAME DAY OR FOLLOWING DAY OF THE INSPECTION. : UNSATISFACTORY CONDITIONS NOT REPAIRED OR CLEANED UP WITHIN 48 -HOURS O 50 100 150 : '.: �•! ', OF NOTIFICATION SHALL RESULT IN A STOP WORK ORDER, AND /OR END WORK SHALL ? : .. '.. ... _ BE COMPLETED AT CONTRACTOR'S EXPENSE SCALE IN FEET g T U s� A. ,,,.--- ..--- _,,,, ”',- ,,, „ 1 0 • NA E & U TIL ITY PRaECTNO. of V` '- _ "• " -'!•�� BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IMPROVEMENTS - • •1 •1 • 14536.000 a R'` P CLG AJAR I AM A DULY LICENSED PROFESSIONAL ENGINEER .. a t1F T. cTeTF 11F lEINNFRT1Te ^ I n m 3 C HECKED - I G FHFRFN Y�AT RECORD NO c s. .. `� CARAT C. . �I,;Aiy,>YIFi SHOREW • • 1I ■ \ _ • _ 11R7f Y1ET4k •: . -__. - _ - �.._..�.Paicsu. _ _ —__ __ -- ___ _....._... �V.Inoo[eSra=�� . Pm�•)gn� - ., , ._ CHI' OWNED LOT ,,,,,;,/ 4" ':1 -''''', . - , , ;• -- T .., 1 /4 -4 ' ''" ' ' ; I 4 S,..*., an' OWNED LOT - , I SAWCUT AS DIRECTED r._ BY THE ENGINEER VALLEYWOOD • -;; SAWCUT AS DIRECTED (INCIDENTAL) ‘, .. BY THE ENGINEER ' 1 r ` -- — •" - --( INCIDENTAL) 3 .-. __ -- - • - - - - — 1 r _ _ -- , ' 7 ' -,7,-t: -,-,, 727 ;;!,1 I , . - IF-',11! ,,-,) , ,,,,,,,,,,,;:,,;:7:;z7,7,07,727,,-,27 ' '-. ' ' - ' ' ' =7, 2727/7.-7;rZ.V.r.7..."-,7.;'7.);." ;77."::',727„ ,,.„ „, '..-1 ----, ./ 25500 - 2 / /4.,-.44P: ,...,,e- v ; _ , , 25580 ,-, 1. E 'RI ''') '-- '.: 25775 A1 ,?" e• 4 ,. ....,,, , ' 1=1 2, Y.44,44 44-444-44 VI' : I ii/e,4411 , 1 ',.,11t1.%, ,-I ''-. • I (INCIDENTAL) ' lj ..-,:: 44-4■ ' - „ ,-, 20 "..", = t..400-.V7 ,,". 77'7- """`":"": 77 " 7 " , "^'^ '''''''°:*r i- ,-4're.:11':'1''' .7 ,"•-;,, _____ / ,,- ,'„, .. ,,,,,....,;/,,‹ ,' * ...,„ , ',,;,:;, ', / t., 4 . , ''' 1 ' , 1,1104. !' • „ t,'; ;Pr 7,- .' 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'I' ;,,,„ .C4141 71 11: "0: ” , ;?:.. i 7,- ,-, '! 7 - 7 /74 - , , , - ,72,` , ? -...,„-t , :.1 , - _ -, 1 , F ,2.7.,-/..-..,=.../7.77.27,1 -..-.....72-; .., , ,, I, NELSINE DRIVE Ff„. ;;;;, ,-2,-. - : -. ,:;;-; 25780 ;:: , (;,- .,..= , I \ , 1 ,,..'"',; ,': ■ ''', '.,-';'4'f,'.`;',2 1,-",,././4/.'",:,,Z.L'/Z,.02".;.1 1 1 . 4,,,,,, i .,:,.., /r722.770, = . ,I,, 1 ,;-;- „. ....;, ../ ,,,,,„2„,,,„:„;,,,,,,,, . ..::,,-,,;, ,- - ;,; , '-' '''' :,.. ■ ll - - I ' '' 25555 , 1 2555 SAWCUT AS DECTED •;,.,;, __ -- - - , ,,,,,(&;;;4;::2:&,?&Z,Z,Z,Z,e4 _ _ -- -- -- -- -- ..1 " . — _ _ 25505 1 IR : U • ' ....: T,./ (INCIDENTAL) -`-= - ' _ -- - NOTES: - ---- 6 -- z - : - " - -H - '' -- T w ! _ < t ,-//- ----= - ' -- 1:- -- ' -:---- - - -- -- -- W i )4 SUNNYVALE I_A . ----- 1 , . Li , 1. DRIVEWAY REMOVAL LENGTH SHALL BE DETERMINED IN THE FIELD AS DIRECTED ....,,..,'„ , 1 , I , -, / BY THE ENGINEER. ,-;„ --= -- - , I.: • f „."- ei 77 ., 7.4. '2 , I . . , "A ,H:' :,1. ,Z2.,"_":„//./r,"Z,.! ..,,,, ?7, ' ■ 1 1 ' 2. CONTRACTOR SHALL SALVAGE MAILBOXES 25785 :::'-, '"• AND MAILBOX POSTS AND REINSTALL AS DIRECTED BY THE ENGINEER. 11 , 1 ,. k' : :„;f.%: , .. ■ . , . , SAWCUT AS DIRECTED ' ...,%.'t '-'.:' .' 3. CONTRACTOR SHALL SALVAGE SIGNS (INCIDENTAL) AND SIGN POSTS AND REINSTALL BY THE ENGINEER ,: --,/ %-- ' . 1 ; I ., , . . , -,..," - ; .- AS DIRECTED BY THE ENGINEER. ! 1 1 -7...7-77.--„,„ I - 4. REMOVE AND DISPOSE OF EXISTING ../ -, 1 STREET BITUMINOUS PAVEMENT OFFSITE ...4 7/, 771 WVIEW RD P :., .„,,,,,,,, ., -,- --', „ 25. FOR WILD ROSE LANE & MEADO :1 ,,,,, ,,,,,,,,,,,,,,:. , 25880 , ''',",,,,-,,,,,,--,•:1, ,,„;, ' ■," ' i I ! „„. ,, . ”; i ' ,./..,.../ .,,,,,i ..„ i .... '' ` " " ' ''' '.;>; /.1 i' 25840 .: = 1 1 5. REMOVE AND DISPOSE OF ANY EXCESS RECLAIM MATERIAL OFFSITE FOR NELSINE DRIVE .„.e%., -.,' '...-; 25720 - . "..1 "". " I , SAWCUT AS DIRECTED 1 . 1 14 :,,,,,,,, N !=i?4111, ',' , BY THE ENGINEER , ,.. (INCIDENTAL) .; •,' ' , ,.' , __ - - :::;., 1 g ,,,, ,, '„.., __,,,,..„ c ..-..„.„.1 '',„ „.:7,:,,,,,,„,... „.„... ,..,„„„ ...,,,,-7, .,,,,;77t7-„,, ,, --,,,,,' , ...:, •,,,,:;-,.-. , ,. - - , ', 2 ;'..„:4;:,,;; , ;',-:„.,.,„ ,,,,,.° .? ; . 4"- -„..,„' ,..,, „.,,,,„,, /... , ,; , ;,, , Vr..0f2„,,,,;,, , , ,,,,,,,,,,,77: „ ,•, , , _, ,z -.',....-.,„__, _----,,,,,„,„ 1 i . . , / VALD-,ROS ,;;; ;; 7./, ,, , ,_ ;/;,;;. - ;,,,, :_. ; , , "8 3 , 0 ' 50 100 150 25715 6. 25895 •,'A :7 25875 "::,-; ,,,;,, - ..,-, , - SCALE IN FEET ,,,,/ , ., 25745 ',:..',: ';',.., -- :-2 , ,- ; ..."',7., --,_ „ „ „ 25815 ," -` ,!&,;',2,`--/-, t'' — =', ..---. g ; PROJECT NO. 8 0 .■■■■■ 2010 STREET. DRAINAGE & UTILITY g d A ,. DLSK.NLO onAwn _ BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IMPROVEMENTS EXISTING CONDITIONS 14 0 & REMOVALS — , 8 CLG MM ,.I A A DULY LICENSED PROFESS ..,..""(IPTg/S OF Tpr ATATF TKDA SHOREWOOD MINNESOTA §g i CHECKED CARA I CiFHEREN '., .. , .. , KG APICHIMCIIME KAROO , . 'z 1 sea In cam RR° DATE 3/8/2010 LIC. NO . 41616 - - 1 simicrN, 1 - 1 ' I 1 cirr uviNED LOT I 1 _ i , I NOTE: TIE 18" RCP FROM 2 PIPES UPSTREAM OF 45 BEND TO OUTLET I 4.0 I J I, NOTE: ALL STRUCTURES FROM 22-1 TO 22-4 .\. ___________--.1:_ j. ,/ 11'1 (4) SHALL BE R-3067-C CASTING. ,,. , ii i L " 1 / ,, 18"RCP -45* BEND , ? ril i 3 C - 7 1- , , 23: # . i v ''''';';' ':',c :, - - c-,. ,- *- -",, v / ADJUST SANITARY MANHOLE ' ' •• • , • , , , 0 - - - - 7 , \., ! 1, 1 .. , 0 A 25500 I _ .. I .,,. s , , ! „ : A ADJUST SANITARY MANHOLE ' . i l \\ \ E. \ k , , , '1 I A t. , / . .7 . 'j ",- -'` I " A , 0 I 'I .. la </ GG A -; 1;t________ - _ -- _if „ --.,=---- CD. --- ,- . :-:•:: -vat"' 4 .-- - " . c - . .......;-, .................................... N . GS :‘• N. ;; , ;; -- 4 q fA, , ' * rn a C)I .a.' . 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N ,..j ,,,i n , .4- ,,,,i- .1 .1. cc) 't co 0 co co . 0 0) 0) 0) CD 0) 0) 0) 0) 0) al 0) 0) g csi L 6 ' ) o9 ` 0) cr9 9 ' 'Pm 2 rn 0) 0) 0) 0) 9 0) co . ® ., RIM 952.45 I RIM 954.23 RIM 954.92 RIM 952.45 RIM 938.60 INV 930.53 rx * INV 947.95(E,N) INV 949.51(S,E,W) INV 950.20(S,W) , INV 947.95(E,N) INV 932.55(0) 1 g 945.51(SUMP) 932.35(N) Lu + ce 0 1 = N r■-- 100.0000 VC -.-- Lu PI = 21+00 410 PI EL. = 953.95 970 AD -.1 g n • 970 960 960 SEE BELOW (N , 2 + PROPOSED tk K - 66.67 .± :3 r.,' PROFILE + ,4 - 0 o CH 01 `. \ N 0 ' II II II EXISTING l - - II II i- • a. - 960 2 j L., a. d 132LF PROFILE 960 950 i - - , 950 A 0.97% _ _ - - 0.50% .?.... ,,, _ CL5 , _ , - - : 1111.11.011111r 950 ' .......0.---, 950 940 940 04 /6 f4 -- o p. ,,, . .._ . - ,....... - ,..... RIM 954.92 _ , 1 143LF--15"RCR, INV 951.10(5) CL5 0 1.09% 950 - .42(N) _ i. 940 _ m _ RIM 954.70 940 930 182 LF . 18 . Rcp 930 _ _ ,.. RIM 954.23 . INV 949.73 INV 951.20 CL 0 1.00% 930 F 930 920 920 g 1 i i 22LF-15"RCP, . 2 t CL.5 0 1.00% 1OLF-15 RCP. R CL.5 0 1.00% . 8 2 22LF-12"RCP, CL .5 0 1.00% • • ii, a ---- ,•1 co I, co ■ ' Ll',2, •03 I CO -I 01 CC ,- 1.-: •- . - en -I KI IX n CC (c'i ,r) _, I .1- I s s , + + + o + , + + ±- 0 - •-- ,- 03 c.„1 ,- c4 ..., CH,- CAL_ C4 .- N ir... z w 2 w 1 1 ; 4,1 20 21 22 23 24 25 26 8 . =Imo. g E - I I * ■T I . P CPA 2010 STRFFT DRAINAC1F & I ITV LI ■ LSINE DRIVE PROJECT NO CLG MOB k i " D . . . . , .,, t ! BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED PROFESSIONAL ENGINEER - 111 :. II- • 7i IMPROVEMENTS From Eureka Road to Cul-De-Sac 14536.000 TI 'C L WS 0 TRE-ST-A-T-E-GF-M0VA.DGT-A STREET, STORM SEWER & '8 .. 8 2 g g CHECKED . sA./4....--.... Aiti r _-/I2 I a•B 1 I ■ ■ - a , SANITARY SEWER IMPROVEMENTS RECORD NO • tirr. - ii ,'-‘; wee IQ CD il 'SQ DATE 3/5F LIC NO 41G1G GiNteG filitTu PilhliG _ --..--... 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