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2010-03-08_NELSINE_ROAD_STREET_IMPROVEMENT .. ., ._ .. CITY OF SHOREWOOD PROJECT f .. . 2 f __coRR#vTGs __ _PAY RBI .....,.", CONSUITPROMINOICE CONSTR m& I s 2010 STREET DRAINAGE & UTILITY BID/DOC$ FEES/COST IMPROVEMENTS LAKE PROJECT N MINNETONKA CITY PROJECTS 10 -01 & 10 -02 LOCATION A T117N, R23W TKDA PROJ. NO. 14536.000 PROJECT 10 02 SECTIONS 32, 33 ■ \ B` °` � 1 -R Ai � �y DRAWING INDEX ' �" _ RCN - 1 . CI. I , `, � � ' ELM RI Dc ORCHA•. �- EDGEWOO CIR. F RD. • 7 SHEET DESCRIPTION 1 CIR ��- ___ ! A RD. GENERAL �.. > , Iu +LLEYW RD. O �- / / NOBLE ® " ELSI "E g 1 TITLE SHEET , 5 IS IA ND 9 \ RD. LD ROSE - GLEN R . o d� +`, - - -� 2 LEGEND & ESTIMATED QUANTITIES 8 lD� o 71 / 3 : D w s E a 3 TYPICAL SECTIONS /" . - DR. ro H DING f? : C OU PINE w r A AV . STAR CIR. 1 40)- / / u�Eo e / 4 -7 DETAILS z z sMONr °W��' G`O� R cl 8 STORM SEWER CONSTRUCTION CHART KATHLEEN BRYNMAWR < 3 Cs' S C . PL. a RD. MITH '[OWN l W a _ ECHO EL OER 'u C� IN 9 RIGHT -OF -WAY & EASEMENTS e O ER ; cF BR I p °`�� 1l �tp� U RIDGE POINT SR 2 �F O �,�,{�� i pool 1'l� �° 10 EROSION CONTROL / e p J ° E 5S 511 BERRY 5 6� MANN A. .1? o Y 11 EXISTING CONDITIONS &REMOVALS B I p� e�4' PROJECT 10 -01 CIR. 111 b p e� ��° 12 PROPOSED STREET ALIGNMENTS O„, (if,,, ��? PARK MI5 Ei � N RD. ; � g & LL ow s T o�' o ,. ' 3 �°' GAL • 13 DRAINTILE IMPROVEMENTS 60.1 E 3 OE p p0 i F ¢ 4 / oR BOULDER ry-� BEVERLY �w G1 g W ��o 3 c 14 INTERSECTION GRADES / / DGE CIR: . S" C� �J U > M 'r MURRAV DR AYE. .' Ew °AK DR. Cf �a CDR ,, N �� WILD ROSE LANE r � w ER it. • 15 SANITARY SEWER IMPROVEMENTS • ... • RII LA. i � A ° OAK LEAF TR. 11411L-{,e o U _ \ H. U 5T . HW Np L � r/ / TRUNK - - ' ' \___ ' — ° 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 49. 22 STREET & STORM SEWER IMPROVEMENTS y � h rs O � 23 CROSS SECTIONS ALTERNATE NO.1 24 WILD ROSE LANE DITCH GRADING om' N p. 1 tRUNK N I THIS PLAN SET CONTAINS 24 SHEETS i 1 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS STATE OF MINNESOTA lc ■c...-- L. GEHEREN 9 EXISTING UTILITY LOCATIONS DATE 3/8/2010 LIC. NO. 41616 1 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 SHOWN, MAY NOT BE SHOWN IN THE EXACT LOCATIONS. SPECIFICATION REFERENCE TKDA i THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF THE SUBSURFACE UTILITY INFORMATION IN THIS PLANSET TRANSPORTATION "STANDARD SPECIFICATIONS FOR HIGHWAY IS UTILITY QUALITY LEVELS "C" & "D" AS DEFINED IN ASCE CONSTRUCTION ", DIVISIONS II & III, AND ALL AMENDMENTS E i "STANDARD GUIDELINE FOR THE DEPICTION OF EXISTING THERETO, SUPPLEMENTAL SPECIFICATIONS, AND THE "STANDARD ENGINEERING • ARCHITECTURE 'PLANNING Y x SUBSURFACE UTILITY DATA ". UTILITIES SPECIFICATIONS FOR SANITARY SEWER, STORM DRAIN 8 § € AND WATERMAIN INSTALLATIONS" AS PROPOSED BY THE CITY m 0 8 GOPHER STATE ONE CALL: 1- 600 - 252 -1166 ENGINEERS ASSOCIATION OF MINNESOTA, 1999 EDITION. 9I i ■ STATEMENT OF ESTIMATED QUANTITIES STATEMENT OF ESTIMATED QUANTITIES STATEMENT OF ESTIMATED QUANTITIES 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 MOBIUZATION LS 1 1 MOBIUZATION LS 1 1 SEEDING AC all - - 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 IF 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 8 4 RELOCATE CONIFER EA 6 — — — — _06J_0_ z — — EXIST. CONC. CURB AND GUTTER 5 CLEAR AND GRUB AC 0.17 5 CLEAR AND GRUB AC 0.10 5 DITCH GRADING LF 244 - -- PLC — U - _ _ 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 INLETPROIECTION EA 5 EXIST. EDGE OF CONC. SURFACE 8 SEEDING AC 0.20 8 SEEDING AC 0.10 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 if c 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 . 12° 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 0 12 EXIST. TREE 3 SUBSTITUTE 18" CP PIPE FOR 18" RCP STORM SEWER PIPE LF 345 - • -4- - EXIST. CHAIN LINK FENCE DIVISION 2 - SANITARY SEWER DIVISION 2 - SANITARY SEWER 4 SUBSTITUTE 21" CP PIPE FOR 21" RCP STORM SEWER PIPE LF 276 RCP STORM — 48— EXIST. WOOD FENCE 1 RE MANHOLE A 3 1 ADJUST MANHOLE 2 6 5 SUBSTITUTE SUBSTITUTE 1 CP FES FOR 12" ES SEWER PIPE A 152 2 RECONSTRUCT M T MANHOLE W ITI1 1' BARREL BECTON EA i EXIST. BUILDING DIVISION 3 - STORM SEWER 7 SUBSTITUTE 30" CP FES FOR 30" RCP FES EA 1 4 4 EXIST. SANITARY SEWER & SERVICE DIVISION 3 - STORM SEWER 1 12" RCP CL. 5 STORM SEWER PIPE LF 22 8 SUBSTITUTE CATCH BASIN, TYPE 404 FOR NYLOPLAST PART 3030AGR W/ H-20 GRATE EA 9 — — —«-(-- EXIST. STORM SEWER (12" -36 ") 1 REMOVE EIOSTING 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 C) EXIST. MANHOLE 2 REMOVE EXISTING STORM SEWER CATCH BASIN EA 1 3 18" RCP CL 5 STORM SEWER PIPE IF 38 PIPE la S EXIST. CATCH BASIN 3 12" RCP CL. 5 STORM SEWER PIPE LF 166 4 15" HOPE, DR 17 DIPS INSTALLED BY HDD LF 210 — 4I 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 — G - G — 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 W/ SUMP & NEENAH R-3067-C CASTING EA 1 3 SUBSTITUTE 18" CP PIPE FOR 18" RCP STORM SEWER PIPE LF 38 M 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 18" 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 EXIST. BURIED TELEPHONE PHONEAL 10 CATCH BASIN, TYPE 402 EA 6 11 CL. 3 RIPRAP W/ GEOTEXTILE FILTER FABRIC CY 10 5 _GRATE EA 3 ® 11 CATCH BASIN, TYPE 404 EA 9 ��,,. ; ;, % /,,,, REMOVE CONC. SURFACE 12 48" DIAMETER MANHOLE, TYPE 406 (0' -10' DEPTH) EA 3 DIVISION 4 - STREETS & RESTORATION � q// � 13 60" DIAMETER MANHOLE, TYPE 406 W/ SUMP EA 1 1 SALVAGE MAILBOX EA 8 '9.'fr��a�ff,>Y,>,4i REMOVE BIT. PAVEMENT 14 48" DIAMETER MANHOLE, TYPE 409 EA 1 2 REMOVE & DISPOSE OF EAST. BITUMINOUS PAVEMENT, DRIVEWAYS SY 97 °°°° °SS °°°° °e 15 CL. 3 RIPRAP W/ GEOTEXTILE FILTER FABRIC CY 10 3 RECLAIM EX BIT. AND BASE MATERIALS, 12 -INCH DEPTH SY 1388 �. �T I N . 54 1 T 4 T . ; . ; .;.8.1.54 RECLAIM BITUMINOUS SURFACE . REMOVE GRAVEL SURFACE 4 COMMON EXCAVATION (P) CY 595 DIVISION 4 - STREETS & RESTORATION 5 SUBGRADE PREPARATION OF RECLAIMED SURFACE RS 4.85 "` CLEAR & GRUB I SALVAGE & REINSTALL POST & 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 REMOVE TREE 3 REMOVE & DISPOSE OF EAST. BITUMINOUS PAVEMENT, STREETS SY 3323 8 DRAINTILE CLEANOUT (INCL. PIPE, FITTINGS, & CAP) EA 6 —4— —4— REMOVE SANITARY SEWER PIPE 4 REMOVE & DISPOSE OF EAST. BITUMINOUS PAVEMENT, DRIVEWAYS SY 413 9 SPNW62308 BITUMINOUS NON WEARING COURSE, STREETS TN 169 W 0 REMOVE SANITARY SEWER MANHOLE 5 COMMON EXCAVATION (P) CY 5627 10 SPEB240B BITUMINOUS WEARING COURSE, STREETS TN 169 6 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 B e 0 REMOVE CATCH BASIN, MANHOLE 8 CL.5 AGGREGATE BASE, 100% CRUSHED STONE AGG. TN 2168 13 ADJUST VALVE BOX EA I 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 SPWEB240B BITUMINOUS WEARING COURSE, STREETS TN 426 14 SPWEB2408 BITUMINOUS WEARING COURSE, DRIVEWAYS TN 74 15 BITUMINOUS MATERIAL FOR TACK COAT GA 179 16 INSTALL SALVAGED MAILBOX EA 20 PROPOSED CONSTRUCTION 17 GEOTEXTILE FOR ROAD STABILIZATION; MnDOT TYPE V SY 4156 PROPERTY LINE 18 DITCH GRADING LF 60 CURB & GUTTER CURB (TYPE AS NOTED) s1 CONC. DRIVEWAY A CONC. SIDEWALK(PED. RAMP AS NOTED) STORM SEWER • O MANHOLE • ADJUST /REBUILD MANHOLE (AS NOTED) .C.,g 1S BITUMINOUS DRIVE :•::_= :::._;:,,,,,, "{ BITUMINOUS SURFACING 67..2: ms177.< =:='J BITUMINOUS OVERLAY OF RECLAIMED SURFACE GRAVEL DRIVEWAY PROPOSED EASEMENT D SILT SECTION IP FLARED END SECTION WITH RIP —RAP N:S∎S AVASS: 6" TOPSOIL & SOD 1•:•:•:•:• : :•: ••:•:•:•1 6 TOPSOIL & SEED • GATE VALVE & BOX 1 C 1 I i 1 2010 STREET DRAINAGE & UTILITY PROJECT " °. DESIGNED DRAWN I HEREBY DU Y LI THAT THIS OF PLAN WAS ENGINEER TKDA BY ME OR UNDER MY DIRECT SUPERVISION AND THAT CLG MOB IAMADULVLICENSED PROFESSIONALENESOTA I MPROVEMENTS LE END A EM 14536.000 u" RT " j'WSOF THE STATE MINNESOTA ESTIMATED QUANTITIES CHECKED 10,..y,1J'•1AAr'� ^-� RECORD NO. 9 d CARAL. GEHEREN SHOREWOOD MINNESOTA R SQ DATE 3/8/2010 LIE. NO. 41616 ENGINEERING • ARCHITECTURE • PLANNING NO. DATE BY DESCRIPTION OF REVISIONS CLIENT NO. 10 -01, 10 -02 I SHEET NO. 2 OF 24 SHEETS RAW VARIES R/W R/W VARIES R/W r t IZ _ 13.33' 13.33' (BACK OF CURB) (BACK OF CURB) I VARIES 11' 11' VARIES SURMOUNTABLE "S" I ' PROFILE 4 " TOPSOIL ' . CURB & GUTTER 6 " 2.0% MIN 2.0 %, 4:1 ' 2.0% MIN 2.0 %, MAX 4:1 MAX __ _. _ _ -_ MIN 2.0% �� TO COVER � FABRIC THTOP (MnDOT 3733,1YPE 1) COARSE FILTER AGG. MAX 4:1 .��.�._r_�_.. _ _�.� ._�� 4" TOPSOIL & SOD COARSE FILTER AGGREGATE 4" TOPSOIL & SOD ( MnDOT SPEC. 3149.2H) iv ,'" r 4" PVC PERFORATED EDGE COARSE FILTER AGGREGATE 1'--. t 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 GEOILXIILE 2 "— SPWEB2408 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 3149.28) GEOTEXTILE FABRIC (MnDOT 3733, TYPE V) NOTE: SUBGRADE TO BE TESTED AND APPROVED ACCORDING TO CITY STANDARDS TYPICAL SECTION TYPICAL SECTION NELSINE STREET MEADOWVIEW ROAD & WILD ROSE LANE } a 1 6 0 1 PROJECT NO. DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED MA OR UNDER MY DIRECT IN AND THAT TKDA 2010 STREETS, DRAINAGE & UTILITY TYPICAL SECTIONS 1 4536.000 f ' CLG /UM I A A PROFESSIONAL A DULY LICENSED PROFESSIONALIONAL E ENGINEER x UN THE LAWS OF THE STATE OF MINNESOTA CHECKED . ,�..� C'h �AP� --.. IMPROVEMENTS CARA SHOREWOOD MINNESOTA RECORD NO. c m e d R SA DATE 318!2010 LK: NO 41816 ENGINEERING • ARCHITECTURE • PLANNING . u 21I NO. DATE BY DESCRIPTION OF REVISIONS CLIENT NO 10-01 10 -02 M SAND SHEET NO. 3 OF 24 SHE TS . MACHINED BEARING SURFACE Toped ;:.w 4175141"" G TRASSY AREA : .. I 2e" ..� 1-vz'I \ /rJ / +C / /�/ d «' �' �'.• Base I BYADE - 4 LESS TITAN 5' `�� s ` Cale BOX ADJUSTAME elo • s• n i � L,‘,:•,„ Courw FNter A� All 24" , 1` 3/4 r ti r i l` C oo . P ro gat° 29 -1/2" I I I-17 . 4 peg Ips 733. Type 1 ) 4 . " 'JKOZOK g, , 1 welt. g 9eo1..ItDM (3 L 2 Mn. BITUMINOUS SURFACE pot pyp �� 36" h ,1 I 1, 1 ) C1Tii J_ %�� ` 1 ''I B'■ 4' x 4• ma< L ESS THAN 6' TRENCH DETAIL OR LAB SIDRII SEWER SEWER L � 33" 24• ,� �__�____�� F---- 43 ( I I I24 3r I I 6" Perforated smoor idts VC corrugated orual all pipe. Witting MnDOT 3278 1/41) typicol 1 r ' CONCEALED PICK HOLE ® ® ®,� ®® ® :. � O ► = NOTE / 3 ® ®# ► / STORM DRAIN CROSSING ,`� S ® ® ®® ". ' ►4erI � iI -t!'"-4 a G 8'x B'z 4' T PIP• 3� 8 Conc. ,. to S ® -.........."_ i1 �� I C OVER PIPE around collar ®® � � � �� PIPE DETAU F. �: • _ / \ ./ ,o uts r oioi at zoo' inerwle ‘11 - ■— 'i ^"--; - '� 2. a Swirp tiw to be shown on asb ts k ending points on all drolfor all 5au�mmtv,,,Ixs STYROFO I IgIE AM HI -35 BRAND �/ / rig ouMee. WI SHARI B FLIR RiNi LEFT (6-300-LL) PLASTIC FOAM OR APPROVED �� 3. be Openings fabricated in structure for droNUN to F Utg OI -OW RIGHT IS RFpeED FOWL )2 be fab MANHOLE FRAME NEENAH #R 1642 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 Surmountable Curb Gutter to be trondtioned _ + Surmountable k Into a 8618 type at catch basin. ■ Catch basin Frame b Grate / A GEOTEXTILE SOCK as Specified, tt 0. 6 FILL OPENING BEFREDI U - o CONNECTI WITH RENT MORTSTRUCTURE WALL /�� F FPKE EMMETAL FINISHED SMOOTH. PNMFD FINK (IN OREEN I � rt M. tw `t' basin to be a.prss 2" AREA4 oNLY) �2 LDwER THAN �. 6 below design gutter One d. NAL LOT OF BO " ' t� q OR CO IMED O r t' ';T 4 B' ;T AMPED JI ': PAVED SURFACE • STORM 2 ''. •' "3 MINE= N. 1�► , y a • i , y '� r : • p m a l p wcanar.a % / / / / / / / / / / / //% r ../ \ % /G. sca. •C � « ,' r . f, , +Ll' R eban Eich Lap Q ft STORM SEWER MANHOLE W ' c METAL PLUG MAPLE '^Titii V'' "D ( N CASTING R-1914-A L 5' Min. Transition 5' Min. Transition �� MIEN NOT IN GREEN AREA) CASTING PIPE USED TO CONNECT Li (=AM.I-.!-111A � TO MANHOLE SHALL BE AruMira — - Curb _ �� 4s BEND GYP # �� PVC Noll- FERFORATED p PVC NON -PERFORATED ' , AWE: " .41,x i i ?.. .' a - PERFORATED PIPE \ � �t , �� iii S.,sr" '1 err NG - -- ___. ��« -!i . S \ WYE OR BEND 7 .. 0 I Design gutter One grad 22 - #46o •� 41 0418. w Frame R Casting ilIIMP (♦III_ SECTION A -A Il1l1 ∎1111ltl PLAN VIEW No Scale AT CONNECTION TO INCLUDE PVC BEND OF SEM STORM SEWER STRUCTURE SAME SIZE AND TYPE AS DRAINPIPE - INCIDENTAL INSTALL CLEANOUTS AT A PROPERTY UNE WHENEVER POSSIBLE. TO CONSTRUCTION R CONCRETE ENCASED CATCH BASIN CASTING CATCH BASIN CURB SECTION DRAINTILE CLEANOUT DRAINTILE CONNECTIONS B (CASTING USED FOR DRAINTILE CLEANOUTS IN HARD SURFACES) S . i I DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 2010 STREET, DRAINAGE & UTILITY PROJECT NO BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IMPROVEMENTS DETAILS 14536.000 ! CLG AJM I A DULY LICENSED PROFESSIONAL ENGINEER TKDA UN D THE WS OF THE STATE OF MINNESOTA ,, , Y G�tf � RECORD NO. SHEET NO o $ d CHECKED CA RAL.GEHEREN SHOREWOOD MINNESOTA a ENGINEERING • ARCHITECTURE . PLANNING o a RSO DATE SO2010 LTC. NO. 41616 8 NO DATE BY DESCRIPTION OF REVISIONS CLIENT NO 10 -01 10 -02 MaANO SHEET NO. 4 OF 24 SHEETS 3 -1/2' NEENAH GSDNG R -SOON RECESS CATCH BASIN R.C.P. A A /2• MORTAR BETWEEN 0.10' R D BELOW GUTTER 1 I - RINGS. CASTING & CATCH RINGS (2 MIN.. 1.0' SOLID / / . BASIN. FINISH SMOOTH ON INSIDE AND OUTSIDE. MAX. OF RINGS ! LNG R-16 TYPE PoNOS (2 MIN.. 1.0' MAX. COVER MATINS LE5 CURD 1IN N R E AND M / MORTAR). OF RINGS t MIORTAR). NO.R -3067 WITH / --'-----L- , OR EQUAL •` 1/2' MORTAR BETWEEN OR FAUN. • SEA. 3' RADIUS �� / \\ CASTING A s ' i H'A � ( 22 COMER SLAB RINGS. LE FINISH 3-1/2 � J�/ N 24• WIDE SMOOTH ON INSIDE ��` I� "MR-SHIELD" D R LSFJ�L WRAP AND OUTSIDE �. ,� 7 P LAN bi u , DR EQUAL �� +� GRATE FRAME. COVER t BOX q PLACE z STRIPS DIfIIAlASI1C l BACK OF WOO 12 1- - SEA. ON STAB JOINTS. PRECAST COVER SLAB - CENTER OF STRUCTURE NEENAR R- 2380FA OR FAUNALENT. • (TYPE 2) x {,�, '. NOTE: • 4IiYERT L T�ILE� . ."' ,.. ;' " 1" . ., , ".•" REINFORCING TO CONSIST OF -f TOP TE OF EFFWEM PE NTO 'INFl- SHR1D' VAR R MINIMUM OF 2 � /4 BARS T B' O.C. CO CENTER OF STRUCTURE CONCRETE EXNDING S I O 6• RyIpE BOT COLLAR 1R 0 , • ,;,, j CATCH BASIN. EXTERNAL -i-- 1 ADJUSTMENT RINGS META. PLATE TO BE INSTALLED , /ill PRECJST BASE• bo c 24 , ON NL INACTIVE SYSTEMS MH SUB PLATE TO BE REMOVED. 2 ROWS OF BRICK WORK OR 40' 6' ' -102' SE INTS ON SLAB WHEN OUTLET S CONNECTED. OR EQUAL 'p DIAL THICKNESS 2 STRIPS - � - - 31' USE A DOUBLE LINE OF RAM -NECK PRE-CAST CONCRETE RINGS m b • 64 0' JO, ND CEMENT. Ta CASKET BELOW THE PLATE. REINFORCING EQUAL OR 108' 10' O 1/ . 0' PUS NW EXTEND BEYOND GREATER THAN F 12 c- 0' 12" � BASE f CEMENT MORTAR . y _ 0 33-1/2 DNA. OF OPENING AS REQUIRED MH SLAB T F 20' DIAMETER PRE- '? iv �g DNA THICKNESS > t.• ,s.' CAST OPENING it 5 GROUT HEIGHT EQUALS 6• ) 1' y< t Li'Y • �• AS (4' MAN.) MOAN.) 04' 19 2' 8' 5..., . t� <... �;:.: < � . SHOWN PIPE DIAL N. .1 4• P ecm 10" , � VARIABLE 120' 6' 120' 12' 4' RETE r ++ ; NO WOOD SHALL BE USED FOR ADJUSTING CASING: CEMENT MORTAR ONLY. CAST IRON FRAME t GRATE CASTINGS PER NO WOOD SHALL SECTION A-A I. SPECIFICATIONS. BE USED FOR ADJUSTING CASTING CEMENT MORTAR ONLY E. c < N. M�Hp�� gE �,�7 �0�q y pR y�� u,,,. :a >,5; ..,.,, .,. :. >. �. T,,,ti,� MI /S TM C478 L .A SHALL BE M THE SPEGFlG � PER CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. NO WOOD SHALL BE USED FOR ADJUSTING CASTING CEMENT MORTAR ONLY. 3 I►- T PRECAST REINFORCED CONCRETE BASE SLAB & COVER SLAB PER AS 11 C478. MANHOLE STEPS SWILL BE CAST IRON. ALUMINUM OR STEEL REINFORCED PLASTIC CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. PREC6ST REINFORCED CONCRETE MANHOLE BECTIONS PER ASIA C478. PER ASTM C478. LOCATION SHALL BE AS NOTED IN TIE SPECIFICATIONS. MANHOLE STEPS SHALL BE CAST IRON. ALUMINUM OR STEEL REINFORCED PLASTIC OR 8 CONCRETE MANHOLE BLACK WTIH 1/2 MORTARED RING G . GASKETS PER ASTM C478. LOCATION SHALL. BE AS NOTED IN THE SPECIFICATIONS. FURNISH RECAST CONCRETE MANHOLE SECTIONS WITH 0-RING KETS ! PRECAST REMFURCED CONCRETE MANHOLE SECTIONS !BASE SLAB PER ASfN 0478 P LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. FURNISH PRECAST MANHOLE SECTIONS WITH 0-RING GASKETS ! LUBRICANT EXCEPT PRECAST RENFORCED CONCRETE MANHOLE SECTIONS & BASE SLAB PER ASTM C478. INSID2 S E Z BE FlWSI SMODRNWA" WITH CEMENT MORTAR. A OPENING EN IS SECTIONS WITH O-RING GASKETS & WB lCNT EXCEPT BETWEEN PPE ! MH WALL WITH CEM MORTAR. AS OTHERWISE SPECIFIED. SECTION A —A INSIDE SURFACE DOLL BE FWSFIED SMOOTH. FELL OPENING BETWEEN PIPE & MH WALL WITH CEMENT MORTAR. INSIDE SURFACE SHALL 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 r ose" STEEL PLATE A il i_ I� A m n A nchor Clip 4111 y 2" BIT. WEAR �� ` ��' ' 1 BASE - N I_,B78 : ill PRECAST CONCRETE -2' BIT I _J : � I _.. AppryOL,p ill El ADJUSTING RINKS � � I ` / 'MR-SHIELD" SEAL � NR SHIE PLAN ' BACK I OR EQUAL j 27" — I • 1/e Ti. last 3 Tape joint.. A a N � • k - ,, A HDTV z -PEKE COVER RISER RINGS ARE NOT ALLOWED. 12• TO CENTER OF STRUCTURE �` 1 ' 'e per jam Install at CURB INLET FRAME AND CURB BOX NEIINAI NO.R -5067 WANE GRATE ` ' I 60" from tap or bottom 4 i BIT. WEAR COURSE ADJ. DETAIL AND 3 RCM CURB BOX I @ • NI of Pipe L i CASTING SHALL BE NEENAi_}R -1642 BAC OF CURB FLOW LINE SHN.L BE MW. 0.7' AND SHALL WEELA E SELF NG VARIES SEE CHART BELOW TOP OF CURB " I TYPE LIDS STNM SANITARY SE WER OR f , 5 STORY SEWER AS N�PROPPoATE WIIFI TWO �� MANHOLE COVER TO BE 48 DIA PrcMd. S anchor clips to taken I1- .__ CONCEALED PICK HOLES BIT BBB MINIMUM OF 7W0 2' CNEIIX TYPE II WITH 24'X36 Trnh Guard to Flared End Section. I OR BINDER ADJUSTING RINGS W �� ._. � t i SQUARE oPEryNO y Hot dip galvanize after folNTaatbn. MN. (2 -2 "> NIJ. RAGS AHD 'INFl- SHIELD' SEAL NOTES: thimmeki MAX. NS -4 ") ADJ. RIPS . METAL BINMASTIC WRAP AT f1 -2" RING WITH PRECAST CONCRETE OR EQUAL• .Y 1. BASE TO GROUTED TO Anther both Hdn. I EACH END OF STEEL PLATE MORTAR • 0.2') ADJUSTING RINGS 2 �, or TO A SMOOTH INVERT BAN 1.1A40111 46 A. z. PIPE WT -OUTS TO BE ISOMETRIC TRASH GUARD SIZING • CONCRETE CATCH BASIN A. � � D Pipe Size Bars 'H' Bolts WeNHOLE AND M �` t 1 12" ' =42" 1 � APPROVED EQUAL CATCH BASIN/MANHOLE, /ANHOLE, TYPE 406$ BIT. BASE OR BINDER COURSE ADJ. DETAIL DIAL 8" 3/4" WITH SEDIMENT ^ TRAP (Si) WEAR COURSE COVER RISER • j Base COURSE 4a " - n° P /;' DIA. 12" 1" W THICKNESS SIZE • - - ,,- > �x �� ., -5 SECTION A A a 5. NOTES. �?t,isNr: �TT�•a? -� NOTES NO WOOD SHALL BE USED FOR ADJUSTINC CASTIMQ; CEMENT MORTAR ONLY. 1. P CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4• TO 1/Y CAST IRON MANHOLE FRAME !COVER AS PER SPECIFICATIONS. 1. NI Reinforced Concrete Apron. shall be famikud and Installed with Trash Guard. TAR. 2. HOPE ADJUSTING RINGS SHAU. BE BEDDED WITH SEALANT MANUFACTURED STEPS SHALL BE CAST IRON. ALUMINUM OR STEEL REINFORCED PLASTIC 2. MI lengths bock Concrete Aprons on law pips shall be tied back 3 Pp. BY IADTECH INC. OR APPROVED EQUAL CAST /STAR C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. 3. MI new Reinforced Concrete Aprons on .elating pipe .hall be tied to the first I PRECAST REINFORCED CONCRETE MANHOLE SECTIONS ! BASE SUB PER ASTM C478. pip. adjacent to the apron. FURNISH PRECAST MANHOLE SECTIONS WTR LUBRICANT 0-RING GASKETS & EXCEPT 4. See MnDOT Standard Plate 31000 AS OTHERF ESE SPECIFIED. FILL OPENING E SHALL PIPE t MH WALL WITH CEMENT MORTAR. TYPICAL MANHOLE CASTING ADJUSTMENT INSIDE SURFACE SPECIFIED. eE FINISHED SMOOTH. FOR EXISTING SANITARY SEWER MANHOLE STANDARD CATCH BASIN MANHOLE (406) FLARED END SECTION AND TRASH GUARD i I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 2010 STREET, DRAINAGE & UTILITY PROJECT NO. q DESIGNED DRAWN AMEDUYNDERSEDIPROFSUPERVISIONANDTHAT TKDA ,. ° ^ t CLG AJAR I AMA OR UNDER ERY RECTS SUPERVISION ENGINEER IMPROVEMENTS DETAILS 14536.000 Q Y UN THE L >WS OF THE STATE OF MINNESOTA 5f CHECKED o.A.. D E � 'r^^� SHOREWOOD MINNESOTA RECORD NO. SHEET NO. oARA L. DERE" E NGINEERING • • ARCHITECTURE • • PLANNING � Rsa DATE 3/8/2010 o,o LID. NO. 41816 s � . � � % NO. DATE BY DESCRIPTION OF REVISIONS CLIENT NO. 10-01 1002 MSA NO. HEET NO. 5 OF 24 SHEETS . flow 1 1 _ r-41-1 Remomok Crown 0 11' 0 Expansion joint —\\ (25. WARP I. r I 1/2"r Top Bituminous Material Distance to g variable 1/2"r f/ 7 / .. 't 3"r - li / / I .. Integral Cast 11 ,,..,‘„,„ If., ,.4., filmil Mr ..." r 9.S. S4';', gutter C3 "•.• Curb and Gutter TRENCH BOTTOM "lre out / ....". A 1 P iv MnDOT B618 ' Concrete ..A.4.4.e.„.te.o CT. Rp Alloou .7 g Expansion . •••••• .. gur :%,I 65WW €1 :F.-, -40' au joint- 8" 18" Ptgt. .* ■.--alifi 11131k:r ,__..'-::1 C. , pcm..............i................i.........m. F ID + 5.0' I A -...-- flow r Ir_ _ °Mance to % vorloblo Expansion— Contraction Tip gutter vrs. I [ 3 "r joint joint 1/2"r Top Bituminous Material out (I) TRENCH DAMS CONSTRUCTED BY CHEMICAL SOUDIFICATION SHALL BE CONSTRUCTED ,, ..wif ar. . MnDOT B612 FROM THE BOTTOM OF THE EXCAVATION UP TO THE NORMAL WATER TABLE Ago TO .. MN THE FULL WIDTH OF THE EXCAVATION. THEY SHALL EXTEND A DISTANCE OF 3 ALONG d [MEI f. Concrete Curb and Gutter THE PIPE 5' E•4 NOTE: BEDDING MATERIAL TO BE PLACED TO THE DIMENSIONS SHOWN SHALL BE GRANULAR r 12. For use with Private Driveways, 3 TH MATERIAL AS DEFINED IN MN/DOT 110 ,E 1AATERIAL SHALL BE HAND PLACED AND F'" -6 " 2. Parking Lots or Medians. DENSELY COMPACTED USING MECHANICAL TOOLS, THE CONTRACTOR SHALL INCLUDE I , THE COST OF FURNISHING AND COMPACTING THE MATERIAL IN THE UNIT 1" PRICE BID FOR SEWER PIPE. IN AREAS DESIGNATED, THE MATERIAL SHALL BE MADE IMPERVIOUS BY ADDMON OF BENTONITE CLAY IN LIEU OF GRANULAR MATERIAL, IN WHICH CASE THE CLAY SHALL BE PAID FOR ON A CUBIC YARD BASIS ONLY TO THE • • • • 28"R LIMR TH S OF E DIMENSIONS SHOWN - • ' • • • • • ' • • • • _i_ 8„ 12• " R 18" Top Bituminous Material O THE PIPE CLASS SHOWN ors 1HE PLAN AND ON TIE PROPOSAL FORM IS BASED ON 68 R geta_1111= WIDE TRENCH WITH CLASS B BEDDING. CLASS '11 BEDDING AS SHOWN ON THIS . • 4 .. r. a • • - • • • - • ". . A - : 3" i &- DETAIL PLATE AND AS DEFINED BY THE AMERICAN CONCRETE PIPE ASSOCIATION SURMOUNTABLE MANUAL SHALL BE STRICTLY COMPUED WITH. 4 9 1 • • v. • ..n. •:.-..s.. z . ,...... ..,..,.. :•,.''.'...!•,- e I ' `4 Concrete Curb and Gutter BEDDING MATERIAL TO BE PLACED TO THE DIMENSIONS ST TH SHALL BE MN/DOT . 3138 CLASS 3 OR GRANULAR MATERIAL AS DEFINED IN MN DOT 1103. E MATERIAL 6x6x6 Mesh h 17 1/2" I 10 1/2" SHALL BE HAND PLACED AND DENSELY COMPACTED USING ECHANICAL TOOLS. THE SECTION AA - 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 ADDMON OF BENTONITE CLAY. , (I) ROCK FOUNDATION ASTM D-448, SIZE PR OR GRANULAR FOUNDATION MN/DOT 3138 CLASS 3 IN DESIGNATED AREAS SHALL BE MADE IMPERVIOUS BY ADDMON OF BENTONITE 4" 8" MAY. 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 materM - PASHTO M213. ' IF THE TRENCH BOTTOM IS LOOSE SAND, THE CONTRACTOR SHALL COMPACT TO 90% MODIFIED PROCTOR DENSITY AT NO ADDMONAL COMPENSATION. 2. No Contraction Joints in Cross Gutter. is .; Bituminous Bituminous Curb C.11 6" Shoe Formed _ , PIPE BEDDING AND FOUNDATIONS TYPICAL CONCRETE VALLEY GUTTER TYPICAL. CONCRETE CURB & GUTTER • - 6 T-SHAPED METAL FENCE POST MAR un OF BF PAINTED PINK (IN GREEN AREAS ONLY) . B C .. ex. W2" LOWER THAN OR CONCRETE • - - • • • • • • • - - - • • . - , 48* 959TVOEIVAMPED PAVED SURFACE • . . ' . . • . . ' . . " 4 pr e dIr _1 1----- .3 -----\' A . . 7=1 _ ................11 I k--- " ' . . . III II I- V _ — I Compacthd Normal Fill METAL PLUG THREADED REMOVABLE ..S._ ;:ii NEENAH CASTING R-1914--A ‘ D4) NOT INSTALL CASTING I—II —III —I I I—I I I—III —III Material, Compacted to - iniii. WH IN GREEN AREA) 0.5Bc 95%. of the Standard =Iwo ----=- Natural Ground Proctor Density MN PVC NON-PERFORATED PIPE . ,L,4 WYE OR 45 BEND I 1111'1.8 T 1110■11111ffs P, NOTE: 1 The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. NOTE: INSTALL CLEANOUTS AT A PROPERTY LINE WHENEVER POSSIBLE. I I 'TYPICAL PIPE BEDDING CLASSIFICATION C DRAINTILE CLEANOUT (CASTING USED FOR CLEANOUT IN HARD SURFACES) s i x DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 2010 STREET, DRAINAGE & UTILITY PROJECT NO. CLG AJM BY ME OR UNDER MY DIRECT SUPEFtVISION AND THAT IMPROVEMENTS DETAILS 14536.000 I AM A DULY LICENSED PROFESSIONAL ENGINEER TKDA .., UN,r OF THE STATE OF MINNESOTA 1 ! 121 CHECKED Cr. CARA L. GENEREN SHOREWOOD MINNESOTA RECORD No SHEET No. . 2 8 ji NO. DATE BY DESCRIPTION OF REVISIONS RSO DATE 3/812010 uc. NO. 41616 ENGINEERING . ARCHITECTURE • PLANNING CLIENT KI. 10-11 10-02 .0. SHEET NO. 6 OF 24 S TS .• - - . . . . . . . . NOTE MAINTAIN AND CLEAN OUT DEVICES AS NECESSARY TO ACHIEVE PROPER FLOW OF STORM WATER INTO STORM SYSTEM. alo {1 POLYESTER SLEEVE A FILTER ASSEMBLY : ' /' WIDTH d' A (IMX 247 ;� MATCH TO E SAW CUT EDGE :4':■ ( EXP. IF CONCRETE) ', / e� \C+ RO 1/2 EXP. JOINT _ S V I CONCRETE ` �• ; may ' � :• L i.N_T.I Tr V 1/2' ,alb ARd WIDTH • ,,,,,,,„ \�•) •�•�•• a'A occE MANHOLE mto� ASSEMBLY Nt •X� •� • . • �� • WIMCO RD -23 OR APPROVED EQUAL FILTER FABRIC � •► , � • , • r• • 0 • �••••••••••• ■ J 6" MINIMUM DEPTH • • • • • • DEFLECTOR PLATE OVERFLOW - CENTER OF • S l►, �'• +•• •• ••\ t /2 EDP. JOINT A CONC. CURB / ti / • • • • MP.) GUM ASSEMBLY 1" - 1%2" WASHED RO M G 4j ' --4- 1 4° ••� •� ) — .♦� CURB BOX TOP OF `4 � 016 �' r `` ! r_' t•~• � \o � N ,/2• VARIABLE 1 CU RB �t YA1aABLE VARIABLE W ut1C � 10" FILTER ASSEMBLY \N QAUM 0.. JOINT DE (2.0% tAN) " 12% wt.) MINIMUM CUT OFF BERM 2p M Dm surtF. \ + _ _ � ` CURB TO MINIMIZE RUNOFF FROM SIT mui ' / � r PAS RiA IMTEttIAL • ' '� SECTION A A lER1EL ��` ''" CG-23 HIGH—FLOW NOTE FILTER FABRIC SHALL BE PLACED UNDER ROCK a � CG 23 HIGH FLOW SURF ESS PA la -� ''` HIGH —FLOW FABRIC TO STOP MUD MIGRATION THROUGH ROCK. a�K" I INCHES WIMCO CG -23 HIGH -FLOW OR APPROVED EQUAL NOS • 1. BITUMINOUS SHALL BE Mn00T SPWE8240B WEARING COURSE. 2. AGGREGATE BASE SHALL BE MOOT 3136 0. 5, 10CM CRUSHED STONE. SEDIMENT CONTROL AROUND STORM SEWER INLET ROCK CONSTRUCTION ENTRANCE RESIDENTIAL DRNEWAY 2" x 2" WOOD STAKE 4' ON CENTER ENGINEERING FABRIC AS 4 •4��•�4, • =�� SPECIFIED (ORANGE) 1 I • : °,4 •! ' • star "'�°° �• °•. '`='• i..* STORM SEWER PLAN NOTES �'�''� �•� �••`•��r 1. ALL STORM SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE •1 w " WITH THE CITY OF SHOREWOOD SITEWORK SPECIFICATIONS AND DETAILS. FABRIC ANCHORAGE TRENCH � i Wr• =� �•- a.o�- • > .. -•= -` =� �� TRENCH WITH fib ��i >�2il 2. REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS + TAMPED NATURAL SOIL dot ,. • OF MnDOT SPEC 32 (REINFORCED CONCRETE PIPE) FOR THE TYPE, SIZE, AND I •*Z le∎tr•,aT• STRENGTH CLASS SPECIFIED HEREIN. 4 • : 3. PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONS SHALL CONFORM TO THE Ut,Off •••• so •I REQUIREMENTS OF ASTM C -477. N O f R S , ry : - ' PPE ON. WIMP REQUIRED P 12" TO 24" B to 12 CY CL.3 PLAN 2T' TO 33" 14 to 20 CY CI-3 M FLTER REQI. C 011 "10 / � 1i jz„ 3r TG b. 23 m w QL3 RAP , 2 4. A 1' -O" TO 1' -4" MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE _ v 1f a4" MO BP B2 CY ane CL.4 LAYERS OF 5002 IMAM SECTION TO ALLOW FOR HEIGHT ADJUSTMENT WHENEVER POSSIBLE. b (One ab N approximately b 4 yard proximately 2,800 .) FABRIC OR EQUAL 1 5. JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE WITH ., 2 RPRPP RUBBER "0" RING JOINTS PROVIDED ON ALL STORM SEWER MANHOLES. • ••'It • �.• ' 6. RIP -RAP SHALL BE HAND- PLACED OVER GEOTEXTILE FABRIC AND CONFORM TO S ECTION A -A G Granular Filter t n "T SaoL2B) MnDOT SPEC. 3601, CLASS III, OR AS SPECIFIED HEREIN. ROO iv 7. THE GEOTEXTILE FABRIC USED UNDER RIP -RAP SHALL EXTEND 3 FT UNDER THE RIPRAP APRON. • SUPPORT POST ANCHORAGE • ' �:o!? !' I -SITU SOIL Granular Mar OB10OT 3601.25) 8. FURNISH & INSTALL TRASH GUARDS ON ALL FLARED END SECTIONS. SECTION 8 -B G•ot•.M• Few Typ• N 9. ALL SILT SHALL BE CLEANED OUT FROM THE RIP -RAP AT THE END OF THE PROJECT. SILT FENCE RIP —RAP DETAIL I I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 2010 STREET, DRAINAGE & UTILITY PROJECT NO. DESIGNED DRAWN ME OR UNDER MY DIRECT SUPERVISION AND THAT TKDA �' Y CLG MOB I A AM A DULY LICENSED PROFESSIONAL ENGINEER IMPROVEMENTS DETAILS 14536.000 i, UN THE WS OF THE STATE OF MINNESOTA d CHECKED SHOREWOOD MINNESOTA c 2 L+' RECORD NO. CARA L. GE "ERE" ENGI ' ARCHITE • PLANNING , J . 81 : RSQ DATE LIC.NO. 411316 K NO. DATE BY DESCRIPTION OF REVISIONS CLIENT NO. 1 O -01 , 1 O -O2 ' MSA N0. SHEET NO. 7 OF 24 SHEETS 11 21 . STORM SEWER CONSTRUCTION CHART CONSTRUCTION PIPE 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 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 Meadowuiew 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 Meadovwiew 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 Meadovvuiew 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 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 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 Meadowriew 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 MeadowNew Road 16 +10.03 13.33 RT. CBMH 4065(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 -3 Nelsine Drive 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. 1 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. I I 1 1 g 1 1 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 2010 STREETS, DRAINAGE & UTILITY PROJECT NO. DESIGNED DRAWN BY ME DR UNDER MY DIRECT SUPERVISION AND THAT TKDA I A MA DULY LICENSED PROFESSIONAL ENGINEER IMPROVEMENTS STORM SEWER 14536.000 C AJM R UNL THE L[�W OF THE STATE OF MINNESOTA CONSTRUCTION CHART C HECKED /`'�'^�(\, `n t^'�- RECORD NO. d CARAL.GEHEREN SHOREWOOD MINNESOTA 9 R3Q DATE 3/5/2010 LTC. NO. 41618 ENGINEERING • ARCHITECTURE • PLANNING LL • g N GATE BY DESCRIPTION OF REVISIONS WENT NO 10-01 10 -02 ms.,,, SHEET NO. 8 OF 24 SHEETS 1 . . CITY OWNED LOT ; I s \ ; ;J N. „., I . ..... ........—...........—.............—„,,............—„..............– N. \ / 0 CITY OWNED LOT ... ,„..._.....,....__..... ....._ .._____...., T : ■ ; , 1 11 I : . / VALLEYWOOD LA 1 / , _ _ -- I : - - - - : , - - — - - - - - - A : - - _ _ - - - - 10 ' : I re.2 :0 0„ : I 1 , . , ....._ _ _ , , _ _ - - - - i --I I , _ _ _ _ _ _ _ _ - - - - : _ _ _ _ I A / _ _ I I , 42,, / . 1 : . O '°'° ' - . :i : : . ,,,,. / . .• . , -.7z7/7/7/4 • % : : . , . • : 1 : 07- • ./2wi•-,777..4n,!) e . . : : . . : ,,,..,„,„/7„. . . • •• 25540 4' ' '' / , : -7: F 7a 25500 4 Firr I 1 . 0 ,,,,,A, • , , ,7/,./4/. //az& z 21/ZY -, 25580 ,/js . iiii/CA • I / I; I i, - 7,, 7,7 „ : r : 4/ : , . 25775 . ,./.: 4 : • / 1 . i 1 : : • I 4,We/tie/LA - i .• I . 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A 1 UNCC T OF THE STATE OF MINNESOTA TKD11 IMPROVEMENTS RIGHT-OF-WAY & EASEMENTS 14536.000 CHECKED .A.,,,,,...-- II CARA L. GEHEREN LIC. No. 41818 ENGINEERING • ARCHITECTURE 'PLANNING SHOREWOOD MINNESOTA RECORD NO. 3/8/2010 SHEET NO. 9 OF 24 SHEETS i RSQ DATE I i NO. DATE BY DESCRIPTION OF REVISIONS _CLIENT NO 10-01, 10-02 I MSA NO. I ■ , , / . ,., ‘ 1 . • : , , ... , . , , , CITY OWNED LOT ./' N. • I , , -,. . . L . : N \ / N . ..." .1. ".II •• J.....r. a... . ,,.. N \ LEGEND fo,,,,, • .... / i . ......A .....—................—........-- g I \ \ -- "” ------ ,'1 , ,,,, , t..... ...../ , .-....-.......... -....-....-..........- ..__,........- ...-......-.... 4 i: , % 0 i , I INLET CONTROL 1 SILT FENCE 4-:- ...../ . 1 ,,? I 11 a ' 1. :.:-.1 CITY OWNED LOT ..• - - • , OPWOW - • V 4 ,-,.. L':.'.., . , , . . . . . . '. .. 4 1 1 I _ !T..,.. A 4:1: ':.:---W , VALLE OD .1.A* .'-'-, --*-:-..-i . At -, : e I ' j[-:-:.:-:.:-:.:.:-:.:1 4" TOPSOIL & SEE _ _ ____I ... Oviloe . ' - - __ ____L--- - - __ __ __ __ , I (5 TREE REMOVAL ,a " '74' , I ...... .. __J._ ..... - , . '..,- „. „,.„ ....„. ...":„..._..._... ,,... ..... ..,..‘,.. .„............„... :,.. , / __ -7.,..,...,,,,-„,-,::::,::::.:::„:„:„:„:::,-„,, — __ _ 7 -- -- -- -- __ — — _ — I 6'4 • k '- ‘ , 2 ---- , ” ]..0/4;...°. TOPSOIL & SOD 4 :1 /. ...,”: ..t.,'/''':1:'‘'''' 21,5540 _NI" ...i ........:: ,. .• - - I / - - , ...*•■• .1 "L' • -.': ''' ''. '1 <''. . • -- I iz" L'H , 1 1"‘ '.1' -''' ! .• t•:` . . : ,. . . „ .: , : „ . , ,,,,,,,77.7..,„ , . , , A Y ',, :, 477/7/7727, i / ,„ , , / /, / /7 ,,,, I : - . 1 i f '' ';' 4 . ) ,„ , 0'.T. ' 1! --- ,, , Z 77,77,77, 7 1 , : , //7Y7////// ',, / I / ii'''. t*P t,” - It , - 1 . 1 . 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(////771 \ • l.1:::::::::' "' :--'' / . 1 g i 07;7777/77 re I , ..• : . 1 —I ' ' . i .• i . r77/27,,,,777„,,„ K 25555 k \ \ 25850 1, '' I A' ''''''' / ' I r , • . . __ __ re e/h'izziezzeeizza zz( A '• " /- z \ V 25455 La l'` 'f ' . -- _t __ __ __ : : \ : __ _ 0 1 / : : : „.„._, _ veze.ezz . .. .... . o . 7 — -- ''''i -,•,:-.-' - -- W : . 0 P'''."1 ., .//./.,///.4. \ z&A \ \ , 0 ': I : , , ::::. 'L < . L.': 1 Y I , • AGENC -1. . -„,, .- SHALL CONDUCT OPERATIONS AND IMPLEMENT MIN A - •''A• A I"' ' ' 4 - Y i P_CN_ ____ __BEST wmasuart moms M) ) TO on carrRa. OSION CON II. RarovAL THE CONTRACTOR SHALL REMOVE MID DISPOSE OF ALL TEMPOWRY ERTROL MEAURES. STRUCTURES AND DEVICES ONLY AFTER FEN MMNO _ _ W '• ' -- n . i : 7.7:::;:r gilr , ' 71- ' -.1 - - COMP 1 __ -- ----,-.. - SITE SILTATION AND EREROSION INTO DRUMM WAYS. THE CONTRACTOR SHN1 EIMINEER APPROVAL ILL DEBRIS. STAKES. AND SILTS. ALONG SLT - -, - - -- 7 - - - — W W COMPLY WITH ALL O CNDMON5 ANO COMPLETION DAT ES FIELATNE TO LL: A .''' .-. . :4 PE 1:: / LA : . . m PERMITS ISSUED THE WORK q11( 10 BE COMLEMD. TS ENGINEE R SAY ISSUE A STOP WORK ORDER FOR ALL DEVELORABIT WORK AND BUILDING AREAs ALONG BE REMMEDAzzorLOCACIONS SITE. TO PRO A S/001 FINA SUED DAY OF F LE M NI D CRY ST T SYSTEM. - . S WO N SEQU K W CONSTRUCTION FOR NONCOMILWICE WITH THESE MEASURES. I MATCH THE FINISHED GRADE TO ME ADJACENT A. ..: t j I I. .,-,,-; i . • • F, _ 7 "/7/77//,.. I 2. ENCING. Mi. SILT FENC E AND OTHE EROON CONTROL MEASURES HL R SI: SAL BE 12. FINAL STORM SEW ER SYSTEM. AT ME CONNEHON OF THE R ANC ORE iiii THE ,,,,,.'`' 014 RI ::::•••':•:/':•:: , : . r ' /` I IN PLACE AND APPROVED BY:ENGINEER PRIOR TO AMY REMOVALS. EXCAVATOR OR FINAL %TAU( wool. THE CONTRACTOR SHALL MERE STORM MVP INLET , ."' ' I, "::::r., ..... li I r _77,77 1 : : :4 CONSTRUCTER NO SHALL BE IMINTMED arm VLABLE TUTS OR GROUND PROTECTION ASU carat MERES AND THOROUGHLY FLUSH THE STORM W EM. / . SEDIMENT AND DEBRIS STALL SE COMPLETELY REMOVED AND AT THE INLETS. -- !tAT.A- 1, .•':.'..i..'••:, W r77/77/7777/771 : / .•,, : • WS BEM ESTABUSHED MD PPROVED BY THE ENGINEER • OUTLETS, NM DOWNSTREAM OF EACH OUTLET. RIPRAP AND FABRC WY . ' ..-.i..: , -.:..::-. r/ / : I ON : : . , : 1 3. SICT FENCE THE CONTRACTOR SARNI INSTALL SILT FENCE AT THE LOCATIONS SHOWN REQUIRE REPLACEMENT AS DIRECTED BY THE ENONEER TO OM, A USE NEVI km.. 25785 iID 1 „ , : , . , ..1/2Z/Z/2-1211j : : . : . . . , • THE PLANS MIACCORDANCE TI LATI HE ANDAR) UAL SILT FE S. :NCE DAMS AND STEM SUMPS SINU. BE PLACED TO INTERCEPT SILT FROM RSTAUATION ACCEPTABLE 10 11€ arr. , CONCENTRATED RUNOFF OPEN GRADED MEAS. ADDITIONAL SILT FENCE SHALL 1a CtINCRETE WASHOUT IMRE ALL LIQUID NM SCUD WASTES GENERATED BY CONCRETE ':4:.' I /' ///4/ I A. i .• .• : I . . . I BE INQUIRED AS DIRECTED THE ENGINEER. WASHOUT OPERATORS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY , i , 1 . „ .•.. • ' . , • - - 'TT. •• .• : : . 4. STOCKPILES. AL STOCICPLE SHALL RIME SILT FENCE OR SEDRENT WAPP UQUS TO ENTE ING OR IMPERLINSLE UNER. A COMPACTED CLAY LINER THAT DOES NOT ALLOW KASH= . •• DR MOM WATER IS CONSDERED IMPERM LINER. TIL LIQUID • SYSTEMS RACED AROUND TH ENTRE PERIMETER. AND SCUD WASTES MUST NOT CONTACT ME GROUND, NM • ''''. 1.V1 ' ,/ °M* 1 „ 1:...,:..;:..::-:.. I •I . . i RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR MEAS. LIQUID MD SOLID . I BE OF PROPERLY AND IN CORPUS= WITH MPCA • • : SHALL INSTALL INLET PROTECTION ON ALL WASTES k5j5r 515P5 EACH WASHOUT FACT . , . i . 1 REGULATIONS. A SIGN BE INSTALLED ADJACENT TO UTY TO NNET ANDTEDD0N SEIFER BE ACCORAWICE O NAWTH ALL •714E ANDADDND -CfCt.STANDANT DTDAN Nov v ,,,, tm ... ce „ cREN _ Eau pmp a ,,,,p E p ATors _ m _ unux.ThEi s tasER mums . --.....................---- ...... • ' I INLETS IMMEDIATELINSUCTION OF THE INLET. . e-' fp ::;::t:f in , , , l Y FOLLOWING CONTR i at ;:•',/,'.,-, : :r. I . 13. eNNTNNED CONSTRUCT 10 NEDN IXITRNICE. moDND A DF RONI T ENTRANCE DOT suli BE CONSTRUCTED AND , `;',.. 4 ; , ..._ ....m : II •:-; :;I ''''''' , F . A . , -,, , , , U / rx 1 HE PUBUC STREETS. A GEOTECILE FADES SHALL BE RACED UNDERNEATH THE i I ROCK. THE ROCS SHAU. BE PERIODICALLY REPLENSHED TO IMINTAIN ME INTENDED Z I I PERFORIANCE MUD MID DEBRIS SKILL BE RI:MOVED OR SCRAPED FROM TRES / L , . „. , • , , ,:.:::::,::::::.J :;. „,,,,.. AND VEHICLE UNDERCARRIAGE PRIOR TO LEAMPS TIE STIE ' '.. . • A / 0 - I I ..•. •':•./1 ' ezA 0 / 10e1G7. 7. ///// 7 ' 1 I : .• .,,, /7/777 1 7. STREET SWEEPING. ALL STREETS USED FOR ACCESS TO THE SITE AND HSI ROUTES / I I ... .T,.. . , - e . . i .• .• p j USED FOR CONSTRUCTION EQ 25540 AT . Pa 1 1,, UIPMENT AND ATERIAL SUPPLIES SHALL BE CANED , -.....„ , I I r ; 25780 , • ' 7/7/"..7/77) 25680 , •• .• THE END OF EACH WORKING DY. THE CITY OR ENGINEER MAY ORDER ADOMON AL 1 i , l / 1 0 i1 : : : : :, , .: : .. ,,- \•'I—.,q:::2:tA ,•. : -;, . 25720 A I , .• ii/////74( . . .• K SWEEPING OF THE STREETS AS DIMMED REQUIRED. I . / .• i ..• , / .• •• 8. POSITIVE DRAINAGE AND PROTECTION. HE CONTRACTOR SHAU- MAINTMI POSMVE , 41: :: .,: I I /:- 0 . z/.././zzA : L .-: ,.: , , , : • .• : . i / DRAINAGE THROUGHOUT HE snE AT ALL TmEs. 1.0W PMNTS WHIN AND ALONG . , , -.,,,zz/j .• .•• • i : I I I---I ROADWAYS ARE EXPRESSLY PROHIBITED. THE CONTRACTOR SHALL BE RESPONSIBLE , / . I. .•• ..• , ' ..i.' : . I .„'', . i .• . . ,, — , 1 I ' I FOR TEMPORARY CITCHES. PIPING OR OTHER MEANS TO FACILITATE PROPER DRAINAGE I I 1 , ,,,,.7!..Ins..g.----/-,.. 1 K . "" s .' C''' I ' 1 '/' . ."--.. ' , 1 .' 4 '42 ' ill 111 ,/ 1 1- 771=4_ • --- - _13111E111. 7 - - - - :'''• it-111-=,..14 - ::: ..7 ,.; ! , „. . 4 ,::, .,.,_ a I DURING CONSTRUCTOR. TO PROTECT PREVIOUSLY GRADED AREAS FROM EROSKITA V1000 F IRER BLANKET ALL BE P SHLACED IMMEDIATELY ON STEEP SLCPES (13 O 1R GREAMAN PRAWIENT AT PCR AND IND SaT IN THE RUNOFF. MINIMIZE ' , _ , . , I ._ ....,...........__...,.„..._ ____....,...____ ..„.._ . , --,- ..---- 1 1= = „11 ,,, p.,..-iik„.,,,, . OR PERMANDM.Y CEASED. SHEN A DISCHARGE POINT OF THE PROJECT LIES WITHIN ONE ---- : / / / / I . ,.,, ,. m --. , 7' , ` _.....,-,.' 1 , tie 1.,• A ;,- _,,,,,,, .., r ...... — — 1-111=111— ...,,,,,,, ,:- I -AC_ .-•,.„ -,,,,,,, I —I I I— -,,,,,,, I I—fl Wit 1 I I I — — —..1.11 1111, ,.:,, MILE OF AN IMPAIRED WATER AS DEFINED BY ITPCA, EXPOSED SOLS MUST BE STABILIZED WHIN 7 DAIS AFTER CONSTRUCTOR ACTIATY II THAT PORTION OF THE STE NM 17.1.ORMILY OR PERMANENTLY CEASED. / — I 0,.., c ,, , ,/1 E ; . ---':',,,,,, '' '— f'. • ' EATaMIS-111 . , a— ' = --I I 1=1 I 1= .•••::•:•:•::•::: -_=_Li 1-11 i 1 r ,• ••• .1 1 , , - • - • * - ,- --,- .. . ,., / i • * t I %Si i 1 . • • . 1 1 I ik 10MAINTENANCE AND INSPECTION. EROSION CORMS. MEASURES SHALL BE MMITAINED THROUGHOUT THE CONSTRUCTION MID UNTIL SATISFACTOR ESTABLISHMENT BLISHMENT OF PERI,WEIR GROUND COVER IS OBTAINED. SLT FENCE SWILL BE INSPECTED WEEKLY wm REPAIRS MADE ON ME SAME DAY OR OLLOWING 11€ INSPECTION. / S / / / § .• I . : • . . . . • I i 1 UNSATISFACTORY COMMONS NOT REPAIRED OR CLEANED UP VERN 48-HOURS OF NOTIFICATION SHALL RESULT IN A STOP WORK ORDER. AND/OR SHE WORK SHALL 50 100 / / 0 / 150 1 d • : . i . : . , DC COMPLETED AT CONTRACTORS EXPENSE / 5 i i i .• . . ..• • . I / SCALE IN FEEy / I : I .••' . .• : .• , : ' , / / 2010 STREEF, DRAINAGE & UTILITY PR NO. Bf DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 2 1 CLG AJM I A M A D ULY LICENSED PROFESSIONAL ENGINEER IMPROVEMENTS EROSION CONTROL 14536.000 UN TH WE OF THE STATE OF MINNESOTA TKDA , CHECKED CARA L. GECH)...ERE\sfe"...."-- SHOREWOOD MINNESOTA RECORD NO. RSO DATE 302010 LIC. NO. 41816 ENGINEERING • ARCHITECTURE ' PLANNING NO. DATE BY DESCRIPTION OF REVISIONS CLIENT ND 10-01 10-1 . mSA NO. SHEET NO. 10 OF 24 SHEETS ... ..... . : . . . . . . . , . \ . . - crtY OWNED LOT q: • . \ / s • , \..._... + _...______________ ...._.....__ . „. : T • ......................_ k b, , , , ' ..........., 1 I ; - I . C D ,^ . A V CITY OWNED LOT :•• I . ,,,.. ' . . 4 NJ:9-s.- / II A I , . , t)'", ,.,.• k . . .I VALLEAVOOD A t. SAWCUT AS DIRECTED •' . : 1 , __ 1 I / . . i ' ,..4%, BY THE ENGINEER _ _ 1 -- _ _ - - - - - - -- -- -- - - - IFTCTDENTALT — - , . . ; ,—. • • cw, / . . ,,,--„,, • , . . . : :.•fr• • , _ _ ... ...,.. Ar , ..,,, • G — LI ' G \ ..-...-i _ _ _ - - - - - - ' in 7 r '' - - -- -- -- -- r - -- - -- P . .‘ I I • . . . 4 „ .., , . ! • , .fo? , - ! , . . 71 ,:e 7/777„:77777, / V.; , 77/777/72////7 i .„ s'41 . . lHP , '„/ 7 7.77 / , r --,:v./4 ,,, F. 47 77/7,9, , • v7,77/1 '8 / ' ' -...€ . V i i 25500 ?/, ,,;) , I , . / . 277F77/7/7 /.,,,,1 , ./.'' o ", -. /.:/ 441 if V VZ(//&,?„. 0 V ' -'"Z/Y/////./e2Z. L.././ ,.0 . , « aro, 1.005. 1 of , 9777,3! ,,,, .z.-z ,.. ., 71 . k 1 - ..., ,,.... 1 • f, , 4 , _ ,•,...,,_ ,,,, ,, 25580 /I '. ''2 . 1 7 , i : V 1 ?V771/71 ' , - •' ' , P•;;' • • a 1 ''..:VIRI,, • 3 4 c,s, 1 ,,,,,,, ., 1 , 25775 1 :•• iN • ,--41 . • . .••• s 1 • /21 ' '' ,,,//,/z/z/z SAWCUT AS DIRECTED N A .;I: A /.4.. 1' ..• BY THE ENGINEER : .. f ' / i . ,,., f - ,., ..,,, . ...,,,,„..., 1 .- ‘1 1 s, c . ■ 4 141 • • • . . 1 1 ai / : (INCIDENTAL) _::,,,..., ' '' 4,,,'-.- ...-Are's . . • rm,, -f,, i .„, ...... ••„; ....,...„. • ,„, .,. -4,.. . • . 'k. of 07 i i . „ 01 : L., _______:,.. .„..................... _ _ .. ........ 2 ___ ......... ..._ .......... • _ ...... ____ _____„ q ,„, 3 — I I I I T : - T - i — ------------- • • ... o - : - wo 441 It.-4 , '10 " lour • r-ii fv • .••• i ...„...........„.,, •,.:, : • .„,- ,,,. _ .,,,,, ,...„,.., , ...,•••••,_ , --.T..,,,-.--... ___.,.1. .4 711.1r, ".. X0Y/ „. ; 3 ,„...... i k,,,,t . 4 . „,„_,., . .•L 4.414V-- 44).''it::::- dl.A.NE:SIN E DRIVE A; .' : . ' : • ri 77.777/7229 , , .... ...,,, .„..._ ,„ , 1.., ... d --• i - ------ . , t i -- --VV - zez2 • it pied ( 4 . ,. ..,..... "I-- 1 r -, . ?77,7777 ,, .. i II • • 'i: 4 s : 25780 r , „..,/ .,'. :•• . . , \ I I -I -1 litASZZ/ZZ/ZZI:1 I Y/ ' ' " : • • • r /77772777 , 7 /727/7 , 0 .11 \ \ 1/ I I' 1 I %. I .. 'A , / i • / , 4 . ' ///ttlid ; .. , • .• \ , 1 97 77721 Ce =' : . • .•• __J . . .. „...,,./ 1 /,, ; , ' ' . . • • • . i , , , . - - - - , • - - - - - - - - 0 1 : _ :. . : . . • 17 1 25. j .• :• , „ T 147, .3 ■ 4: to-,777/77,4 . \ . : . , ... , . : f,' 25505 \ N ' - —, — ---- SAWCUT AS DIRECTED W I 1 :••• '• : • • • 0 ,./ 4%.1r . - _ _< : : 0 'If '%7 , < 1 , / , ,, A (INCIDENTAL) , r4V./A , . , _ _ _ _ ' .• r • , za- 5 2 * -- -G •' NOTES: • i . IA. - - - - : — 11 w ee 1 . . . . ; 2 1 . 1 '4 11 . 3U,NNYVALE LA . • :••• . . . . . . D w I . . . • : •• :•• 1. I DRIVEWAY REMOVAL LENGTH ‘ SHALL BE • DETERMINED IN THE FIELD AS DIRECTED f . :' . 0r77717 ' a I : . i .„ • it I I ! i F777772. „7-9 I 17/7/77177, , . ' . - BY THE ENGINEER. ' ' • ::=,-._ - : , ?4 , ,1:1 .1 .;:. / :' . : . . . . i . , / • . . T •:', •', - I , , p ••77/77,,,,,, i . . ..,/&,,,,,,,,,, • • . . . , 2. I CONTRACTOR SHALL SALVAGE 'MAILBOXES . V 25785 '24(..Z.e& • . I 1 1 • . • 4 ,.. / / . . . . .•. I 1 • i .• \ I 0 ' AND MAILBOX POSTS AND REINSTALL I . i AS DIRECTED BY THE ENGINEER, • 0 . 4 /48 I . . I SAWCUT AS DIRECTED 1 00, , 1 . . . . . if•Mil • :• • 3. 1 CONTRACTOR SHALL SALVAGE SIGNS . BY THE ENONEER _.., c,/, /2.4 . . . , , . (INCIDENTAL); i '' — " " : — AND .........._ ..,,,: ''.VO' , i • • . • . 1 a 1 1 AS DIRECTED BY THE ENGINEER. 1 . .• • . ' • . • - 0 • : • . i ,1 .. ,,. • . . • .•.. . 4. REMOVE AND DISPOSE OF EXISTING • : , ..• • • . . I : ' STREET BITUMINOUS PAVEMENT OFFSITE // , ' 1 • /I . . . . . . i f77,77/7/77/ ....- . 1 I FOR WILD ROSE LANE & MEADONNIEW RD 1 / • ' ,. 7 /7 7 /4 , .•' VAI f , I" , I 077717/71. 1 Z/ ,,,F - J.;,0,, 77 ,.••' ,.: -I 0 ! . - I ; /„. i ,... 25780 : . . ,. 25880 1 il" 25720 .1 5. REMOVE AND DISPOSE OF ANY EXCESS RECLAIM I 25840 tr, , . : „ + . . . . ''''''''''''''''''''' ' 441 --' z/4' , ,,, / / ,,, . L/„/„,./.47.4., , I, 1 MATERIAL OFFSITE FOR NELSINE DRIVE . / A ..•• . ' . 0 i SAWCUT AS DIRECTED , . ..•• • - ./ , ; „ :I. I BY THE ENGINEER N ; .• i . : Tv-- • • . ! :, ,y,,,,,,,,, (INCIDENTAL) : , ,. ______,_ ....,_ ......„1 ....'......:.... . ... 1 i . , . :;,..', 1 l' L . : 0-.' I 0 1. __ : I 1 , *•.i'--- - - - - ,.., __ A # 1 4 ::,..:Px- .::: -4 . ..1_.." .;>,,,, • __ i • 4 , „ _ .._____________„....... _........._______________„........._,... / / / L,__ - ,-- ,.. z .•_.-- • „,- ; /' ' - — — -0--- --"--- 15-- '''''•-•-, 4 „ „ IT ,. „,.',/ ,........„A. ,./.;,.... ,....,. - ----.., ,-,,, , „, , .. „,„:„.„.;,,,..„,_ _____., i f __,.... ___......._,. ',,/,.;, -- - --- - -- 7 .. *L,,,„ : 214"- _ ...e4re#._.„.mo!../ . ,: — . . , firi , , f/// ..... Z O.; / , ' E WILD. ROSE LA F—1 '1 — 1 A ' .4 - i• .., /4 ''' 1 _ _ _ . , $. S . • : . . : • ..• .." . :• • . . : ; . : : k i . .. 1.-, . I ' ..•• . . . .• : . . . . . .• : I 1 . , . . . . . . . . . • . . . : . .• . . . : . :: . :• . . . . , „ 1 . • 1 . • • • • • P' , '`' 7 1 .••' : . . . . : • • •• • . .• • • • . . , ' . r -'''W 1 1: 17777777////<1 i / 25; HS 1 F., 6 7 7 : 777/ I L 5 6 4 5 1 , 977727/77 : 25825 / 1 ' 1 r .....................______ ........... I I 1 / i 50 100 150 / . ' • . / SCALE IN FEET , • 25745 1 25715 ,, , L / / / i i /r7/77,71 4 1 _77 258 7' 5 /1 /..,, / . :•• i • . 25785 , ,,4 : ////////A i . . ' ' • I ' I K" , ' oro 1 ! : ./...., t I _ ,, / , 4 I ° ' B i DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT REMOVALS I LICENSED PROFESSIONAL ENGINEER EXISTING CONDITIONS „ ZWS OF THE STAlE OF MINNESOTA 2010 STREET, DRAINAGE & UTILITY IMPROVEMENTS EXISI PROJECT NO CLG AJM AM A DULY 14536.000 8, RECORD NO. ‘6 1 I CHECKED CARA L. GE.HG'ERE'":". SHOREWOOD MINNESOTA ENGINEERING • ARCHITECTURE • PLANNING RSC1 DATE 3/8/2010 LIC. NO. 41616 CLIENT NO. 10-01, 10-02 1.1 SHEET NO. 11 OF 24 SHEETS NO. DATE BY DESCRIPTION OF REVISIONS CITY OWNED LOT I CITY OWNED LOT N _ .. __ _,_ .... h i - VALLEYWOOD LA • — — — -- -- -- -- -- -- - --� 1 I NT \ _ - / -- -- -- -- -- -- -- -- -- -- 20'R 20'R ' / ✓ filT/7777 /,. r 7T /� r 771TT77 I ' ''61";16 /yy / //, ' T7 �17i /7 rJl ///1 /// / 2 ssao vl z soo ` � 4 �`4{ / / F • ll/ I . A Zrr ./ / /rl, z i ./ /// � � �li lil�// r / /�l ry �� / o L;: � i ` � j / 1 ' . - -.! i ;/� . // 1 . 255 l 1 25775 • • I. r 1 I _ t 2 _ 5 8817' 00 "E23 ,V —1154 i 1 I I _ — -^' I .. ° _ _ .. _ 46540' I 2s /rl� /r/////�� r7/777/77/7/77/7 I -- ° * NELSINE DRIVE .\ ' �. - �� /G1� liilii /iir /i /i /rises s lr /l // -- • I v 47/7 T 20 'R ` zsaso I %� /� " /Tj#/T7y \ ;&././//4-4//',4 BEND POINT -- 25555 �/ \ Lii I 13 +24.10 1 -- -` -- -- — - -- N 1 !!l1L1�1 ' flTr7 zsass iiS0 -ten„_ F 25505 C� ////// / / / / / /•, i ....... ! IC 1 F SUNNYVALE LA I ix I ' I W I • • ' 20'R ! f! ��T/7�%'771r!%'Tl /177,�7/.77i�77/' 1 T77 1 • ! 25785 / f e „°' ./.�/./ .. /. rL! / /. I • } I &...//./ j i N I I I � .. . ....... ( ....... .... .__... .........__.... . _. ......_ _.......... ...._.,..._._... ....._,.... .... _ ....._ .. ....__ .. • I IL ri • i l /rr // yr, / rrr F T z s7ao i y 2s .rLU'111.�'_/ - ✓ 25720 : SCIs:( /i /�Y // 1 • 20'R 20'R 27.5'R }r I TAT • I l� • ..:. - _N$S 46 25 —�— I - - i WILD ROSE LA - -- ! I— -- B. 35'R / 8 I / err v / • o �! ! /777/7// ' 177.•% "r Y .p" /r ' „ • 2 5625 • ...._._��... ........ .......�._ ....._._.. .. .. .. ...... ._�.,��. ____ • • % 25575 zssas �.. ... _ ..._... 0 1 � JF i 1 25745 2 j �� J �//!/ / SCALE IN FEET • ✓> 7P. 25815 .,.,3 ! //Si85 /,r [5715 7/‘ ., ( / /// / /!�. ! I / r . • DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 2010 STREET, DRAINAGE & UTILITY PROJECT NO. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT TKDA IMPROVEMENTS PROPOSED STREET 14536.000 CLG MM AM A DULY LICENSED PROFESSIONAL ENGINEER PII y Qy UN THE VIS MINNESOT T '�^^- ALIGNMENT 2 CHECKED,` � RECORD NO. 2 DA"AL.GE "ERE" E • 9 I RSO DATE 3/8/2010 LK;, NO, 41616 ENGINEERING • ARCHITECTURE PLANNING SHOREWOOD MINNESOTA NO. DATE BY DESCRIPTION OF REVISIONS CLIENT NO 1 -01 10 -02 MSA "O SHEET N . , 12 OF 4 SHEET / CITY OWNED LOT , NOTE: DRAINTILE SHALL BE INSTALLED FROM EUREKA ROAD TO • '. —. 21 +99 SO IT DRAINS TO THE EAST (AGAINST PROPOSED STREET GRADE) _ - - AS -- DIRECTED. BY-THE-ENGINEER CITY OWNED LOT ..... _.... 1 I J • V • : ,,,/ ALLEYWOOD LA ; • - __ - -- -- -- -- -- -- -- - � 1 1 ,..... ..•-• '," . - -- -- 1 -- - -- -- � -- ^ 1 ®� ' r/'"77 ..// , / rr�ii /i //r�r i' �rrrr L ////// / �yr / I / �?rrry p er" , ✓ .. 265 '/`. i /. % e J I I /l %/7r t i< 25500 Y/ / / // // //� // � / r /i rrr r� � /// / mss/ • 1 ( . _ , / , • .. _ . , 255ao N /J! // 1 / 25775 /', 1 ( / / I . • I rr77 � � I 3 I — _ 23 cc - Zq 25 2 ‘ .$ h z <� • L �^ r - ll ' rT7r r Jr � " / /r/r//rrrr % rl7rlr , f r - - a {- - - - _ n .11l \ � - / 1 I 11 l 777/7" /l /l, /!," l� / % r% 1 .. 25780 A / ' NELSINE DRIVE r T•'Tl.- /7rrr,�7r./ IX I I I P'T/rryrlr/r y �, 9 r / I 25555 / 7/ r7r/ . r/r \ . . 2 W i �- -- -- -- ' i N /1. �, <b r /i r/ /�� /. /i, 2sass / \ .......\ i D k/ l/ /// /Z / 2ssos \ .......� / l .71!/'/z /r \i 1 W ; - - - W I SUNNYVALE LA I W • • • [j - ' r/ r..17,2777/7/ ; • P' • • _c / /y� '7, / ri /i f I ✓ 25785 1 . /,./..// _ .. , /// _ / _ I • € N (; 4 I • I q r7 I I ® ' • /7.•'" � zs7ao Y7//../! I ///J : /7117' • • f ///1 zssao %� • /. • / " � 25640 • _ — -- -- - j • `: I _ — — 1 - g i w > ..:= .rxessses . .s �.,�._.__.u, .....W.ee.- �� I 1 I ! _.. 0 0 WILD ROSE LA _ ! ! - -- -- / / • 1 / » • / I D RAINTI(SEE SLE CLEANOUT (TYPICAL) ¢` HEET 4) / g /77 i Lr r �7 / / / /�ll7lrr7rT I 2569 T � Tl / - y,'r `` J : /" 25745 as r/ i • • ' �A, I 25815.. Jirlr /rrr 25785 j ( ✓ t . . .� I /. / . i o DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 2010 STREET, DRAINAGE & UTILITY PROJECT NO. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IMPROVEMENTS DRAINTILE IMPROVMENTS 14536.000 CLG AJM I AM A DULY LICENSED PROFESSIONAL ENGINEER UND THE WS OF THE STATE OF MINNESOTA TKDA CHECKED•�.G RECORD NO. CARA j 3/8/2010 GE "ERE" SHOREWOOD MINNESOTA o g • : RSQ DATE 6�a�zo10 LIC.ND. 41616 ENGINEERING •ARCHITECTURE •PLANNING I NO. DATE BY DESCRIPTION OF REVISIONS CLIENT NO. 10-01 10-02 , MSA N 0. SHEET NO. 13 OF 24 SHEETS • NOTE: ELEVATIONS SHOWN AT CURB ARE FLOW LINE ELEVATIONS 1 / / / / 4 I 1 I I . Q' ' CI 4P-1611 I (I3iLi) O .......... . I - 41 . 1114414 RIM 1 411 1111.4 __ ,` -- r� G.. I 0 . _ ____ LANE -- -- 00 14YAP tI 1DID ` T 4I ]4 -- -- -- ti ici RIM WILD ROSE LANE I ; 4•I1 �� . 4•111/L111 11144C i N N ® RIM R IM N ` 1 ® ; INSTALL TIPOUT B618 N i —_ —_ r• -- __ __ -- __ INSTALL TIPOUT B618 �•14/E �) t CURB & GUTTER FROM — CURB & GUTTER FROM RIM 0 , cmic l CATCH BASIN TO END L C) ) ) 1 .• CATCH BASIN TO END ; ao RI -0 -e- i 0. 2% I 1 - 2 MEADOWVIEW ROAD & WILD ROSE LANE I I I I I MEADOWVIEW ROAD & VALLEYWOOD LANE I I 0 20 40 60 0 20 40 60 SCALE IN FEET SCALE IN FEET I I t. IL b 1 i I t j t I -- ---- -' - (YLIFXf ^ I I .. R "s• WILD ROSE LANE k I..... -- -- -- -- - 1... .. I I L. S I .... .. :_� _ ...- - ... "1.7 ; - , SUNNYVALE LANE F .... 23 s ®— - -�--- I - — — - ° I 5 1 i N RIM r C761PI0111 . CZVIb41 i _ le RIM i 1 R MEADOWVIEW ROAD & SUNNYVALE LANE I I I I I WILD ROSE LANE & EUREKA ROAD I I I I I SC IN FEET SCALE IN FEET DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 2010 STREET, DRAINAGE & UTILITY PROJECT NO BY ME OR UNDER MY DIRECT SUPERVISION AND THAT TKDA =t CLG MOB I AM A DULY LICENSED PROFESSIONAL ENGINEER IMPROVEMENTS INTERSECTION GRADES 14536.000 UN THE WS OF THE STATE OF MINNESOTA §"-`1 CHECKED 1 ritilJiv�.� RECORD NO @A A 3/8/2010 0EHEREN S HOREWOOD MINNESOTA - RSQ DATE 3/e/zo10 uc.NO. 41616 ENGINEERING `ARCHITECTURE' PLANNING a N O. °ATE BY DESCRIPTIONOFREVISNDNS CLIENT NO. 10 -01 10 -0 : MSANO SHEET NO. 14 OF 24 SHEETS / ' ' . ; CITY OWNED LOT , I . . \ \ I 1..........„........... 5 + 3 CITY OWNED LOT „ . \,_..____........._ . : . ,, - T ,. ___________.____ . . : • . .• i i t i • ./ • . VALLEWOOD LA , : : i . _____1 ' .• __ __ __ .•: __ __ -- __ -- __ __ i -- __ I - 1 • .• , 1 I .• • ___ ....._. : . • I I • . / ,,• ' 1 : I 1 i ••/",/, : . : ▪ I . . : I • I • i i V _/ . __ 7:.. _ ii i ,_,,,,, ,,,,,, ,5Iv / :: :: • r / /77/7/ : .:////////////7/77/7 : • 4 r2.7277z?, : I /-- !, , I. _ .• . ..! 25540 1 , : : F777777777 2 5:57 1 / - - .••• .,/ , : 1,1',- • s : : /:7./ zi I ' --'. Zefe' 7 ./. 1./.J : ;//z I 25580 / ; ” 1 ,,a,,LiA / _ . , /// , I , , • ,, L,,, 25775 :,.; i / ADJUST MANHOLE • I ADJUST SANITARY MANHOLE ,./ / I il : : 1 . tt I.----- -- , r7z7z-77/4 ,........ ............................................„_ II — - — — 2 t?, ,g : .... _ . .........................._ _ •• - - ,,, LI :: : _ _......._ _.. : _ I: ; .. • : • 1 r 77,77,777 it _ _ __________ _ _ . 1 , . F __________ I .} t j ' 7,4////9 ci r./77.,777727 1 - 7 \ • • r/./7/44////7,4/7/1 1 I r ,% • r ,:,'% 1 •• .1 , 1 ; \ ...*-- - - . '',/,'' , 5 . : . NELSINE DRIVEI • ....• ,... 25780 / : 1 % ,(!, , _4; /////z2Z,ZA . 1 < ' 2/e^ / < :I //i/ZZA 0 /// //////////////A : . r , I 0 :•' : : . I 1 :.•. , „ . : • \. . „ . ,,...„„77., , „ : „ \ 25850 .: . , : : ___I i I . ,,, : 4 .:-.7.77 \ ,,,,,,,py4 . . N., .• /j w : ii , : 25455 / , — -- -- __ _ _ _ _ __ _ _ _ _ - - - - ;•242/"Z/1/././i/f2J 1.: \ 0 1 1 : . : .• Ce L25505 I \ .. : , ‘ i g /,r/ .•: ..• 1 . NI 0 J 0.4:V/2, : .••• . 1 : < .. , „ _ - - - - : - - - - _ _ • • . ..•• :' , . _ _ • / . . - - — Ill - - —1 .- — 1 ce .••• i : w • . ., i 2 4 i SUNNYVALE LA - : . .• , i D : • . :•• • / I . : • W NOTES: ••• : : . ADJUST SANITARY MANHOLE : I , ' : . : , .:• . r .77 • . : : . :• .. . . 1. "ADJUST SANITARY MANHOLE" SHALL INCLUDE: Fr7177,7,7,7/1 1 F , 2777/77;7777 .• .•• • .• : F 777/7777, .:' •• A NEW NEENA A. H R-1642 CASTING WITH SELF SEALING TYPE LID LABELED . I Lizeizz/zz/zzi: / I • V 25785 :'' 27/ 1' -a I "SANITARY SEWER" WITH IWO CONCEALED PICK HOLES \ I • ,-- / , - 4 / e 40 . : : B. TEMPORARY ADJUSTMENT OF THE CASTING FOR BASE COURSE AND \ ; \ .••" I .' • : 4 : , . i PL / FINAL ADJUSTMENT OF THE CASTING FOR WEAR COURSE . . .••• • • C. NEW PRECABT CONCRETE ADJUSTING RINGS • P. : : . : • : : I . : , , . , --- th---1NA-SHIELzif-EXTERNAL.SEALANHAP,.. OR_ EQUAL. • • ‘ : 1 : .• ::: I I 2. "RECONSTRUCT SANITARY MANHOLE" SHALL INCLUDE THE ITEMS USTED IN NOTE 1 • • , I I • :•• .••' • • r' , • AS WELL AS: n_ril : : . :: _ : : • . . : 1 A. NEW CONCRETE 48 DIAMETER 1' BARREL SECTION INSTALLED IN PLACE. : • : 1 .•• ,/ ,,:;,,,,,,/ . /, I 1 , . , F2'• 27 . ' .. I \ , 777/7) . . : . I . ,• , ••" z/ R '• : /77;777 i 1 • 2 ' .= ' : I 25780 25680 1 : • : I 25640 ..•• T : . ; ///. 4 ///ZZ I I / 25720 . . / . :• : I . • I , F! A ..•• :• .••' : :••: : I / , , 1 N : , I ADJUST SANITARY MP,NHOLE j 1 • i :, I RECONSTRUCT SANITARY MANHOLE _ _-- . _ _ — _l__t__ _ --,--,_ i -- __ __ __ _ • , 8 \ ! . 1 - I 1 _ _ :•• I I- -- ---, - _ _ -I 0 t ________„„ - - - - - . f 1 I I I . • • I ' _ WILD ROSE LA 1 1 .1_ i \ 1 / _ _ . / -- --- _ _ - - I - - - 7 - - - - _ _ / / 1 .•• . I ADJUST SANITARY MANHOLE . :• . : • . :• . . : : • I 1 1 , : . :•• : 1 : • SCALE IN FEET / . ••' : : . : : : :• . : • : .••• i : i . :•• . : . ' , : i : • . . . • . : • . • / "" : ' : . p.„. : : . . .. I I zrz 1 1 1 .• • ..•• : . . •: : : : • : . .•• • . ,,. _ : - 77717777 1 ' , " ` ' 1 / 77, 77 ' 7/7 1 r7 ' Y 1 25715 1 , F 1 , : I 25675 1 „:1 , — ............... . / 50 25745 25695 25645 25625 o 100 150 a:, i ; / / / - : 1 77' 1 , F77/11 1 i /....-, I 25815 , ..1 1 A 'A 1 , : :/ 47 - 71: 1 1 '• ' 1 K/////2, •4 i •/ ; ' - / 1 - ‘ A DESIGNED DRAWN - 2010 STREET, DRAINAGE & UTILITY PROJECT NO I I- I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT §4 CLG AJM i AM A DULY UCENSED PROFESSIONAL ENGINEER UtEgws OF THE STATE OF MINNESOTA ril IMPROVEMENTS '' CABAL HEREN liDik IMPROVEMENTS SANITARY SEWER 14536.000 . Fti I I CHECKED . GE C' 4"..---' RSQ GATE 3/8/2010 LIC. NO. 41616 ENGINEERING • ARCHITECTURE * PLAN SHOREWOOD MINNESOTA RECORD NO. NING .. NO. DATE BY DESCRIPTION OF REVISIONS CLIENT No 10-01. 10-02 ImsANo. SHEET NO. 15 OF 24 SHEETS ,L , , .. , „ ,. __ ..... _ ...... „ .. -.._ __ PROVIDE 2 -60 • I JCC JncGI I a \ _ -, ^I G G 25785 I ::,.. I / /(� NOTE 1 • E: " LON #4 REBARS ON EACH SIDE I 1 ;;;s ..._ , OF CATCH BASINS. rn SE SHEET 1. (INCIDENTAL) i . ........ ..... ... .: .: ::::. t:•tfr,x • • • ::ro 0 .., /� :: <i4 ,sq'• 25780 / / / / / / / / / / / / / /// 25680 % / / $' > • v , • li g2r / % % % 256 40 j ` , • • i ii ..: • 25720 % / / /rr / / / /// % / i :::. //////iiiiiiiiiil j//////////% - • ..... tom i #`�� 8 - -- -- - ffi I g �.''r •"- -- -- . t -- - ... _ a ;18-8 ................ .... ... .... 'ammo' - s 4 �� , - o ; ice r 1:4130 -,.m .. _ .. - _. 6 1 � ti r _� w� s. a, ` 1, . • i A • • • • • • V/2/577/875/////2- °N / / / / / //� 7 Y � 25695 % 1 • / , .' ,. 257 VVV / / / / //� I +' /� //, A ' 1 ... i 1 WILD ROSE LANE I I 1 1 1 1 1 SCALE IN FEET • : .: w • - N ,D.2. :2 MI • rM - g . pl,gi.: 8..h N . N^ : 8 .,ON. 8- -1-.8 �� - ::N�.: ^S_ 0.:73 :to :, , 8 Y1 .. ,p ,D M 2 pi 4 L 4 ,p ,G 1 tp :. I p 1� 0 T ao . 6 : . p ?„', 6 pd .-,,:a ^ O r M .. ^ f .. r r a, .... ... .... ... ... m S :'.in: O : .W O+. ..8 .. .,0 3..,„8, S co' ...p,A 06 .6 O1; p," pen 0, w. �. m. a m. rn.. oa w o, ° m of RIM 3 . 963.42 RIM 962 65 RIM 963.46 RIM 963.95 RIM 969.34 INV 959.92 INV 959.15 W) M : INV 958.77 E INV 959.21(N,E,W) INV 964.60(N,W) 958 37 N) g , 957.53 W . . �-- 4 957:33 - _ _ 01. . 990 NV 958.24 ' � I N 1__,_.,00.0000, , PI = 4+0 00 ff1� 990 I I . P1 ,.:2 +50 . P1 EL = 969.15 : -..-: 85.4800' VC , P1 EL . 967 AD - 0.83 Q • PI = 1 :: +00 _ AD = 2.10 K 120.49 EXISTING q PI EL :_ 963.40' K = 47.62 a 8 °o PROFILE 980 AD = z g N : - 8 o r $. 980 K 36:25 n $, m PROPOSED -% v N : ++ us ' o e 01 I u PROFILE .. .. N : N g .. _ • � .11-+ tl a 4 -4,, 970 970 u .: _ -_ a . . 73LF -15 " RCP, II A a - - CL 5 Q 1.057 a d I, - ' ®1.77% ,_ __, ; s . • Cp CL. c ' � Pc - . - - ___ 1 30511 -15" R 960 960 e°' =A ® 5. R 2011 t :„:•. . _ Gkv=, RIM 969.34 SEE ABOVE 47L �-.. 15" @CP„•- g INV -, 964.84 950 950; CL1,' 6i.5o RIM 963.95 I ...•.. l� -. _ INV 959 45 a,. Pic LL c : 9LF 15 .RCP, _� N Iq • GL .5 .0: -:1 50% I I - _ O . m . } c+o .. M NT CL 5 ® 1 00% o L. 5 ®1.0096 . i c 1 0 1 2 3 4 5 6 7 8 a_ DESIGNED DRAWN 1 HEREBY CERTIFY THAT THIS PLAN WASPREPARED _ 2010 STREET, DRAINAGE & UTILITY WILD ROSE LANE PROJECT NO. 'R IIAMADULY CENSED IENGNEER THAT e IMPROVEMENTS From Meadowview Road to Eureka Road 14536.000 - x CLG MOB UN - THE WS OF THE STATE OF MINNESOTA �► , GIB STREET & STORM SEWER fl CHECKED tit : • • • \ -. - . - -. - - _.._..__R.-._ .R_.-,__,__ ..:..: _ • _ . • • ■ - RSO nerc a1A�2nln I N`Nn Male ENGINEERING'ARCHIIECl RE'PLHINNNG - 1}W ill l L/ 1�� 7 _ _ TSZZ _ 111 A A - IBIIfII "i `I� _ . . ME 1.11111111 IIIIIIIII . ... .. .. ... .. ... .. ... ..ROW.. ... ... .. .. ..m W .. .. .. ... .. ... ROW ... ... .. .. .. ... ... ROW... ... .. ... ... .. ... .. .. .. ... ..ROW .. .. ... .. ... .. .. 9 970 .. 980 98d . . 2 +77..45 -- -- - - - - -- 960 : sso 97a . I _ - - 970 I DRIVEWAY L EFT - 25720 W11D ROSE LANE 4 +54.65 • Row . o � .. RO 970 960 Q ORNEWA RIGiff - 25895 WILD ROSE -LAVE 960 .. . . 97fl . . 960 2+5Q 960 980 Row Row 980 � o � .. .. ... 970 ROW.. ... rnW 'ROW 970 .. .. .. 970 T .. i ... --- --- - -- - -- - - - - -- -- .. l 970 .. .. .. .. .. .. 4 +50.49 9 60 2 +00 9s0. 9 s43 t1RNEWAYt EF 5680 WILD ROSE LANE 960 970 ROW : v ROW 970 .. .. .980' ROW . . . .. .: ROW 980 960 960 970 J _ yW __.m__._. - -_._. 970 1 +50 • 4 +24 90 970 ROW m ROW 970 960 C. DRIVEWAY ROW - 25715 WILD ROSE LANE 960 o � . . .: � lV 9so - _ - sso 970 W - -,,,7------- _ ROW 970 • 1 +00 T MEADOWWEW ROAD / ( DRIVEWAY RIGHT - 25785 WILD ROSE LANE y 970 ROW : ROW 970 960 4 +00 960 0 OD cp cc' 960 ._ _ T — � 960 970 ROW _ — — — — - 970 0 +6.96 950 s o 96o 3+50 960 m m 970 ... .. �.. 970 0 _ 970 970 OW _. W ROW 970 9683 96U 960 6RIYI=WAY FtIONT 3+24.19 25 -WUD ROSE LANE 980 0 +50 � 9 743 N . 9 70:: 970ROW CO -- R ow 970 . ss� 9so 960 3 O +OQ -443 -20 0 20 40 —40 —2U Q 20 4 o� DESIGNED DRA,AR/ I HEREBY CERTIFY THAT THIS PLAN WASPREPARED 2010 STREET, DRAINAGE & UTILITY WILD ROSE LANE PROJECT NO BY ME OR UNDER MV DIRECT SUPERVISION AND THAT -- - e . 1 CLG MOB I AM A DULY LICENSED PROFESSIONAL ENGINEER IMPROVEMENTS From Meadowview Road to Eureka Road 14536.000 UN THE WS OF THE STATE OF MINNESOTA TKDA .� O S I ECT ON CARA L. OEHEREN S I I 1 • • AQ 411TECTV IQ SHE WOOD M INNESOTA RSO .. ra i i L �..�....��... �.�.. DI A lAllnir WI. � � e , II_l w4i) 4 At "A h i IrrTfs ...... 980 ...... ROW..... ... ... RO980..... .... ... ...... .... ... .... .. .. -..... .. ... .. .. ... .. .. .. .. .. .. .. 'rn 974 . t 970 .. 980 ROW m RO 98O 6 +00 . r 970 960 1 960. .. .. . 7 +50 . .. .. ..- .. :. -: ..... ... :.. .. h I, ROW .. :. : :: ... .. .. .. :. .. ..:- R 980 D 098o 98Q �. 980 N 970 l .: 970. 970 • 7 +30.23 970 . . 5 +83.27 : ( DRIVEWAY RIGHT - 25825 MAD ROSE LANE f DRNENAY RIGHT - 25645 WILD ROSE LANE 960 960 98E3 ROW ... 980 .. 97V . .. .. 970 .. . . N 7 +15:75 i 970 ... 980 Row ROW 970 980 5 +50 960 960 970 970 7 +00 ROW ..ROW .. ROW .. .. ... .. 980 980 980 Kt'W 980 � n n ........ ... 970 � 970 970 970 6 +84.57 5 + 42 : 46 t OI�NEWAY LEFT 25840 WILD ROSE LANE 960 DRIVEWAY LEFT - 25680 WILD ROSE 960 9 ROW ROW 980 . . n. rn 980 ' ROW ROW 980 970 _ 970 h N. 6 +50 h r 970 , 970 980 ROW .. N ROW 980 5 +20.99 -- o_ 960 t.t?RNEwAYRIGHr — 255470 WIL .ROSE..LAI 960 970 970 . 6 +43.72 t ORNEWAY RIGHT - 23043 WILD ROSE LANE .. ... .. .. .. .. .. .. .. ... .. ROW.. .. .. .. .. .. ... ... .. .. .ROW .. .. .. .. ... ... .. .. .. .. .. ..ROW.. ... ... .. ... .. .. RO ...... .. .. 9843 980. 98E3 X80 970 I E DRIVEWAY LEFT - 25640 WILD ROSE LANE 960 960. 960 960 -40 -2D 0. 20 40 -40 — 0 20 40 DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLANWASPREPMRED __. - 2010 STREET, DRAINAGE & UTILITY WILD ROSE LANE PROJECT NO. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT o IMPROVEMENTS From Meadowview Road to Eureka Road 14536.000 -- �! ! CLG MOB I AMA DULY LICENSED PROFESSIONAL ENGINEER Y UN. - THE • WS OF THE STATE OF MINNESOTA ill 11 A 318/20 OEHEREN ENGINEERING nnnl n Tr�T l - nl 11. l MII4 .•: 1 1.I ■ ■ • ' a l a q - DATE LIC. NG 41616 - - 3/8/2010 CItlUIIVLLflI1VU - li(1411tIL�.1 UIiL - rLtil tll vllvu . . ...■....... . I I ,..,, I ,......,...., NOTE: r • • - • . r • r • . . - • '...^, r - OF CATCH BASINS. SEE SHEET 4. (INCIDENTAL) 1 :,. I I o. . . i I I N 1.1 .• - --I I . . II;, .; - - ' ,. 1 0 1 0 1 I N 25875 : 1 { ., ... I 70 . 5570 k\ N ''" I I I „ INSTALL TIPOUT CURB AROUND RADII i?, 1 k & '. 1 ,, ' FROM CATCH BASINS TO NORTH END q 4ED , ot SUNNYVALE LN. E () .1/4. ,,. STA. 13+20.83 . „NIT*, .. ;. _ . lill , ,, , it ,„. --- -1- -4,...........,......„--„,,,m....m : __ , rio, (A;a1D 1, . ... ...,... .,': , , , ; 17 17+50 _a An 1 "ADI::::.:.....:.:+:+:.:+ - : . : . : . : . :+: . : . : .. ::::::1 .: :::::::::::::::::::::::::::::::::::,:::::. .::::::::::::::::::::::::::::::::::::::::::::::: .. - - -4.-7 ■■ '' tL-.:Vi:'::::iii:A. r A l i.-a4 , 11 - 4: • :i.! , !:9.iii. : !..:::i:i - iW-Ig trN-we :::::: ::::iimiimn „ lot , i - 7 -, _•,.. wi i i i:::::::::::::::::::: : : 0 :::::::.2.ii::: ! :::::.":::::::::!::::::::::::::::::::,..:::i::::::::::::::::,:i::::::::::::::::::,:::::::::::::: WRREHM:7 , ,t ., . 16-4 ASV": .am•PIRPu'w"MTlaffifflea.,=////111h=%1Tr7U= ,... N!‘,.. MIS 5 , .4,1 ,. ,.., , q VALLEYWOOD LN. ,=-- ,,,c." -- ' ... ..- ------ Trallir e ' ; .: 00 STit 16+42.03 , ' aft Iiiii II are) "1: LT, ..' : ' Cal GRADE DOWNSTREAM OF '' 111101:: 7 1), : 4p:INI:na lap aiD 1 1 I i, ,,-.) ,. „ , OUTLET TO DRAIN iiir i a) _ , , • -14 4 .,, a T D , 1 i I 4 ", till , ..e I , , . - 41 1 1 " i - : - ' , , . II I , 11 GRo ENGIN P1 6 :::!:::::: : s DRAIN (PIS DIRECTED ) iilli k 0 :::' iiII i Ga ' gri I ' 1 , 0 CITY OWNED LOT m. ilif im.: • . k i :::..:::::: F illioll, . , . . , , 0 _ z • I i I I :. 1:: ;:::h 1 1 1 I SEE SHEET 161 M EADOWVIEW ROAD i I I I I 50 100 150 SCALE IN FEET , n ?: ' ? . "1 iii . iti °. S c? S 1 `'! I'S [0:1 h 2 --. ro' 2 ' "al 2 0. '‘). 2 1 .2 i r.t 2 o' ; h 'I. A S , '2 CD a) cv m aD - ...; 1 • I RIM 963.46 -*7 s -- 100.0000' vc --.- EXISTING I RIM 949.57 RIM 948.55 RIM 943.97 RIM 937.40 INV 932,00 INV 958.77 E) ,- i p 1 PI = 11+00 PROFILE INV 944.89 INV 944.07 E) INV 939.90(E) IW 933.38 S) 957.53 1 0 . . 4 . 2 pi EL ,. 967 943,33 S) 938.76(s,N) 932,90 E,w) 957.33 N E d rz a AD ... 2.66 0 PROPOSED' 943.13 N,W) 932.78 NE) - ii N . c' .6 PROFILE 928.78 SUMP) _.----- tT- K '''' 37.55 ' -I- ) g I 100 0000. vc --- - - _..•L • ° .- - . 0 s . PI = 13+00 I 960 t - - :-. . " u is; r, PI EL = 949.50 /... --- 100.0000' I I I VC -.- 84.3600' VC 960 k ri: d - � AO A. 9 0 r2 PI 14+50 P = 1 11 - - - .__ __ . I N K = 89.24 05 4 : 4 PI EL. .., 945.20 I EL '''' 037 .6 I I -, - ___. le d 1 u a,' AD = .-2.00 o AD = 3.31 1 1 ''''.- - - ,_ II 1 l< - so.00 '4 c4 l',.. = 10 950 I 3 3 00LF , r - - - a- 950 '1. -mop eL - 2. r "L W II 1 j: , •5 ° It i A '-` , ----- ,, ict d • _ . - - - -•"-- '..,-. :- '-'..7. L%-, __ 451, 940 C CD I !! / \ C 2 L 4 . 1 - F - 0 12 0 .R .5 C 4 P % RIM 049,00 'II-- --- qkfaroIM :'' 2.'31.19-41CP. 1471-F- - .- ' r.-- - 15511-30 RCP. -- '---- , CL,3 • , /111111=111111M 940 930 f \ IEL- ,_ r) . INV 945.04 RIM 94R :3 ---- 01 ---- iliEL.)---- 0 Q.7.----- .66,t II ,e I , 930 I '12 .,,,.,°! 211F-15`RCP, I.Ny .9448 . ' -- -"zizz7,-.....--- p _ . ! . ...- CL.5 0 1.50% 5F - -------- a) , 244 RIM 943.52 a '-' " 01 -. 3 0 050% RIM RIM :4412 R 994 40.02 Aim I 1 RIM 937.40 C c i 920 - - - INV 933.14 920 f • • 12LF-- ZRCP ,Z, I In .. -1 I : CL 5 0 1 00% I CL.5 0 100% / \ A & -.- 114 :::.: 12LF 6 5 RIM 936.50 CULVERT ", I I - •- •-- '" um ffillifily, A . INV 933.00 31LF-15"RCP, 11111f WA / 24LF . . 1OLF-12 RCP, in n n in rn On ', rn i. * in a 14 to In ti MVO ■-• r- ..- . - * ..- •- ,-. „-,- ..- .-. ,- .-. pr) .- rn ..- N ,- ..- N •••• •-• "..- r- N ... I 10 11 12 13 14 15 16 17 I - DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT TKDA 2010 STREET, DRAINAGE & UTILITY MEADOVVVIEW ROAD CLG MOB I AM A DULY LICENSED PROFESSIONAL ENGINEER IMPROVEMENTS From Wild Rose Lane to Valleywood Lane 14536.000 - I MI . 1 I WC CIF 1 CTATF CIF AAINWPCI-ITA CP TREET 81-6-T-GRM-SEWER ! • 1 - cic.cp •,.........._, IMPROVEMENTS RECORD NO -•.": i a • II 11 ■ ■ i 1111111114 rl ' rrl IITICT' Tir- - 1.-.‘•-l'ir .._ . ..... _...... , j5 I :1, NO. DATE BY DESCRIPTION OF REVISIONS CUENT NO 1.1 RAVI= CMIT .....M.U.L.tAMEAM vr , .. ' . . .. , .. . .. . . 960 �_ . . __ 950 950 960 960 ROW ROW m 950 950 940 940 . 11+88.12 14 +50 I DRIVEWAY RIGHT - 25785 SUNNYVALE LMIE W: ROW ROW ROW R O 96© 960 966 960 950 950 W 950. 1.1 +63.40 � t DRIVEWAY LEFT: — :0570: MEADOWVIEW ROAD _ 960 ROW . a 0 ROW " " 960 940 940 r. 14 + -00 950 950 950 Row ROW 950 11 + 50 __ -- - : 960 13 +5Q ROW W ROW __ 960 96 940 940 950 11 +00 :. 950 950 RO : rn w ROW ... 950 .. .. m 13 +2206 960 ROW w w ROW —_ 960 940 E SUNNYVALE LANE 940. 950 10 +94.24 950 960 Row Row 960 "DRIVEWAY RIGHT - 25780 WILD ROSE LANE -. _. 970 ROW ROW 9:70 950 — I - 950 . 13 +00 960 : , � :_:_ _ �. 960 940 940 10 +50 $ 95E 950 96fl 960 ROW ROW rn . 0, oo 970. 97 950 _ 12 +50:82 10 +00 DRIVEWAY LEFT 26850 LANE SUNNWALE WE 960 960 940 940 40. 20 0 20. 40 40 -20 0 20 40 d — 2010 STREET, DRAINAGE & UTILITY MEADOWVIEW -ROAf] PROJECT NO DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARFJJ - - - -- - - CLG MOB I A ORUNIICENSED DIRECT PROF SSIONAL NGNEER T . , = IMPROVEMENTS From Wild Rose Lane to Valleywood Lane 14536.000 UN. ". THE WS OF THE STATE OF MINNESOTA MT CHECKED f_ J+.W , N.A.M^^... • RECORD NO .. FNAINFFRINA • ARCHITFCTURF • PI ANNING ■ ■ . _ i,.._ ».. ._. .. _ . ._ • 940 940 'm 17+50 930 930 940 a a 940 930, 17 + 930 940 940 16 +50 930 930 940 rn a ROW 940 16 +00 930 930 .. ...... .. .. .. ... .. .. 950 ROW. ... ... .. .. .. .. ROW. 9 ... ... .. .. .. .. ... ... ..... ... gig.. i . _ , - - 940 15 +54.58 930 DRM AY CEFT - 23B7S"VALLEYW60D " "UWE 930 9 ROW ^: ROW. 950 . 940 I 940 I - 15 +00 -40. -20 4 20 40 DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED PROJECT NO BY ME OR LICENSED • 'R II AMA DULY NSED PROFESSIONAL ENGINEER 2010 STREET, DRAINAGE & UTILITY MEAOOWVIEW ROAD A IMPROVEMENTS From Wild Rose Lane to Valleywood Lane 14536.000 1 F CLG MOB UN• - THE WS OF THE STATE OF MINNESOTA • , ^ / � p I CHECKED � VvJd^^ l ,RO55 SEI,TIONJ RECORD NO. `'"""`'"`"`"`" FNt INFFRING • ARCHITFCTI IRF • PL_ANNIN{ SHOREWOOD MINNESOTA — IU UI 1U U4 4. CITY OWNED LOTS L-„:''' I : I • I ,_ y t.... . :a g , - - ,),Y, / - _1 NOTE ALL STRUCTURES FROM 22 -1 TO 22 -4 \` a (4) SHALL BE R- 3067 -C CASTING. ' r \\\\\\ 0 - C co ~ 1 11 G - � ." I 0+� r j "i`st o I 0 it2.2.' 7 C u' I r 1 I Z • • 25540 I— I . P A z5soa O� 5 1 w r \ �' ' re 3 + Sd� j /iiiiiiiiii/ " � ADJUST SANITARY MANHOLE ma .4 51�. ,, I `G1 A DJUST SANITARY MANHOLE � 6 % 1 1. ,, C ,\ , g ' P5"- --i . ` .s I 1 k•' . ■ . F' . .. i ! r ; `�;, ! �. \, ; p si I y e ."� N s„ D A • � T 22 te ., a rr... lvn EE / 'l War . I' I I EXCAVATE MATE O I- E XCAR .I REPIAL ON 80TH SIDES , r 1 N ON S • � I NELSINE DRIVE TO WIDEN ROAD TD RA k > o I SECTION TO 'LE WITH SET IO': SHOWHT 3. , I I NELSINE DRIVE NORTH /SOUTH EASEMENT I I I 1 1 0 , SCALE IN FEET . . .. .. g :s° o -R "I `,° gym: �2 : -4- '03 0 . 8 • � e • • . : 4 m ri o 05 4 Ki 22: :la g �g .,-,g O . :O 2 • mw LgS ' L, : m cto at EUREKA RD G 22y4 C)1 - 22-8 • 22-7 (20 +36.44) RIM 954.2,3 RIM 954.92 RIM 954.23 • RIM 93& 60 INV 934.22 ' INV 949.29((5 INV 951.10(S) INV 949.29(5) INV 934 80(5) . 944.23 N) 950.20(N,W) 944.23 N) 934 60(N) 940.23 SUMP) 940:23 SUMP) 94MP). . I f- .100.0000' VC I • • PI = 21+00 970 PI EL 95 CD 0 970 960 960 s , AD - .1.50 + . 1 SEE 9ELOW it PROPOSED .. M K ■ 66.67 N a A .PROFILE. : : : :. :: .. • .. : : : a la _ EXISTING .CL �- _\ 960 0 a d 132LF -15 "RC n PROFILE .. 960 950 \\ 950 m m CL5 "0 "0,52% 950 _ ' II , • 950 940 2�0 940 t u 1 .. -- 7 5: 4 H • 1 1t _ €l 11 22-5 22- . 0 NAL 0 1 RIM 954.92. R ll 1 1 7 4.439; — _ 1 1 84:79 { _ I�CTIO � � '` -16 .950.42 = :._. . • 940 , !: - =Q'. fNb 940 930 930 � S '.evv; RIM' "954:23 • I INV 849.51(E,N) - g_ LF 8 "RCP; .S 1.00% q 930 - 920 930 920 22LF 12 "RCP, • I§ • I CL5 0 1.00% 1OLF -15 "RCP, • v 22LF -15 "RCP CL 1.00%• N N • 5 0 CL.3 ®,1.00 : o n Y N ' n 't 1 - : � • . . .. . : O .. a' . mo d - M.— I I 1 ' i I- Y _ 20 21 22 23 24 25 26 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED . 2010 STREET, DRAINAGE & UTILITY NELSINE DRIVE PROJECT NO. m# DESIGNED DRAWN BY M UNDER DI SUPERVISION AN THAT E OR UNER MY DIRECT SPERVI T TKDA ° - L CLC M9� IAM EORUN D ERMY RECTS PERM ENGINEER DT IMPROVEMENTS From Eureka Lane to Cul -De -Sac - 14536.000 " UN THEL$WSOF THE STATE OF MINNESOTA STREET, STORM SEWER & _ • CHEC l h RECORD NO. >o ` CARAL EHER6H E NGINEERING "ARCHITECTURE • PLANNING SHOREWOOD MINNESOTA SANITARY SEWER IMPROVEMENTS O R F.- RSO DATE 3/9/2010 uD. No. 4161x. - - CTS LL 1' C r _ • • ^- ^•• ^ ^ ^-v ^• ^•r _��^ / " " *•'^ Iu U I- IU UL t ucr.rn. _ - nL, l i,a . cc l r ci nL 11■11■11IMM, 41•11 .:.. ::.. ROW .. .: .:. 960 01 Ol _ - - - r. 950 950 23 +00 t DRNEWAY RIGHT .- 25555 NELSINE DANE 960 .. .. .. . ROW .. .. . : : .. .ROW . .. 960 950 22 +81:07 950 DRIVEWAY LEFT ,— 25540 NELSINE DRIVE ^ . .. .. .. 960 ... .. RO .. :: a .. _ : ROW. 960 : 970 ROW ... .. .. .. .. ..ROW .. : 970 ... . . 95 . 950 960 m W _ 960 22 +50 960 ROW R OW. 960 9 5 0 2:5+ 0 Y 950 950 ` r - - 95 0 960 ROW 960 22 +00 .. :. ... 960 :. . ROW N - 'ROW .. 960. 950 950 .. _ 950 950 960 R° ROW 960 960 ROW Q i ROW 960 950 950 24 +45.36 t DRIVEWAY RIGHT — :25455 NELSINE DRIVE 950 950 96f} „2 ROw 960 21+31.78 ROW - - -- ( DRIVEWAY RIGHT — 3556 EUREKA: ROAD — — — - . ^C^ 960 960 ROW ROW 950 24 +02.09 950 . W _----- _ ( DRIVEWAY LET — 25500 NELSINE DRIVE 950 950 960 ROW * ROW 960 21+00 960 960. 950 950 . . _ 23 +60.11 It DRIVEWAY RK•YiT 26506 NELSINE :DRIVE s50 _ _ _ ._, - 950 96fl 960 ROW ROW 20 +50 . Q 940 940 95E3 950 23+50 5 -40 -20 0 20 40 -40 -20 0 .. 20 40 -' .. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED _ 2010 t0 STREET, DRAINAGE GE & UTILITY NELSINE DRIVE PROJECT NO t yyyy CLG MOB I AMA DULY LICENSED PROFESSIONAL ENGINEER , 7. ' • - rom ure a oa • to u -De- ac • .11 F • x UND - THE WS OF THE STATE OF MINNESOTA CHECKED ' M..t^^� - _ : • • 1. RECORD NO �rTii' ■ • r__ivl` li" KIP'li Nii_Y: 1 FIP r _ .. ,c ■ _ _ - . ._.. .._.. ... ...._ ....._._ ._. ___�. -F -� iil11iiiii:[•lafrali1t taf•Z>l+?IINwi7 i • MI ,, ................. r .Ar• — Alr Air , r , / / r • ... • „ .. • • , // // . . . . / . / ”) . . . / : . .1_ : . ,/,/, 25780 // / ; " I ' • ' V : ' ///// /V. V. /2// .. . / . . 4 z///2 . • • : . 0 , . . : . : . F77777.27.77-77271 CC H . . : .•• I. 25850 II I • • Lf/Z/Z7-/-- I: 1 ll I % -- -- -- -- -- -- • ..• . > - • ••• I . .••• • .• . • . 0 I i 0 I I 1 I .._„...... • • . ,,,..„ . .• • , __ __ I- M , SUNNYVALE LA • • < I i in . „ ...„..................................._.„ i Lli „ 7 -- - i , I f i , i I t i i • , • ..• : , : i .. . . . : ..• :• . • • . . . r • . . I I I !I , . i . r 7,77-77-7/772-72777, : : : ..• , . . • . . , : . , - - — - ----; . if : 16 1 : . .• , -- / ------- ----------- — F77777777777771 • ..• , I I 0 : 1 1 / .. .. : „ 11 25785 . 1.• : , : / ..• ;; 1 L. / //7. 2. /Z/Z/2/24 :•• •:: 4 • . .. .•' . :: • , I 1 or '/- g . , .••• : • • , V & . • : I iiCNI — I . 1 ///' / !f.-- liA. • • , I :•, .••' NOTES: , , •• .,, : ‘ . I il , "44 " .•• . 1. GRADE 244 LF OF SWALE FROM WILD ROSE • 1 l 1 : , , .••• TO NORTH PROPERTY UNE AS DIRECTED . r''' , • ..................................._ BY THE ENGINEER. \ i .01,/ 2. RELOCATE 6 CONIFERS ON 5570 MDO ,/, , : 1 0 ' : . I • • • • • EAWVIEW , , //pri I i I I ...." ••• , I 1 , . . • ROAD PROPERTY AS DIRECTED BY ENGINEER. . . , r- . /...4, 10' .. -- . ,4 r •• :•• :: .•": . . . ' • 3. RESTORE WITH SEED & BLANKET. ', • . . •• P., , 10$ / -,:,;; r, .. , , . , . : . :•.: • . , , r :77.7 . 77/ /i " I I . . , /,. , . / 1 .. : ,...„.. A 7777 ' . / / r-:-. F,,,-.77;,:2777777" .: . 4 1 1 . 1 ‘—.--- t : 1 1 /I r/Z7/ I 1 ..-"I io . . , : • ./222?&ZA I , /AI •• r 25720 /1/1 / •• a; • :• , : . / / • DRAINAGE EASEMENT • . ,'/, 2 5 780 . • . • V . : • • • 0 ., ../ 1 . . . , • . v-/..2,2:/z//z.. • • . , • . .•• . , • ..zz././A . . , A / . . ••• .••• , , , i 1 or /r; --1 __ __ --- , ,/ , _ , • . __ / __ __ __ ,• . , , 1 •0$ ,,,,i .... _.„„ . .... ..... 2 3 4 , 0 , _ _ AZ . _ _ __ -- - f __- • -_, --I -I — ---- + __ __ _ _ .... __ __ __ __ _ _ .— I i . ........_ . _...............................„........„. .............................._ __ __ : -- -- I 7— 1 — — _ _ ,i 1 i WILD ROSE LA _ _ _ _ 1 _ _ . , dr. i 1 : . . . • I 1 : .•• ..• ' C P . 1 i• 1 : : . ..•' ..• :•'' . i• . : • .••• .••• . : . . 8 . . : : .••• .• • , . : . . .••• 9 J 2 :•• • . , : : .• • : i 0 30 60 S : . : • . . .••' : • • : 1 . . :•• • ••' • . . . . ,r. . : . : : ' SCALE IN FEU F/ 1 r Id 1 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED DESIGNED DRAWN nv roE rIC) I turlEct RAV r110FCT CtipERwicioN AND T...,T 2010 STREET, DRAINAGE & UTILITY PROJECT Ma MOB I AM A DULY LICENSED PROFESSIONAL ENGINEER ALKNA I h NU. 1 14536.000 CHECKED . § q UND THE WS OF THE STATE OF MINNESOTA T K DA IMPHLA/EMENTS TL WII D ROSF I NF DITCH GRADING ■■■ lt 11%...r.o.--- P ,1A1 M .- __ mon,RFN .,, ,..,.., 11, A £1.1 !W M I PA r - PI ALMS16 SHODEWI P11kINCEQTA RECORD NO. CAI - --- _ - m - 1 - -. 9 10 r11 1') CO • _ 0 I II 1 91 Dr 71 rlirrrr ■ • - ► ► ► - • \ - - I - - • V - - • _ 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 . • • "• 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. ' ° s I I B e B a g g 8 a 6 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 2010 STREET, DRAINAGE & UTILITY PROJECT NO. TKLA DESIGNED DRAWN c BY ME OR UNDER MY DIRECT SUPERVISION AND l HAl I M P RO V E M EN I S S I OHM S E W E H 14536.000 CLG MOB AM A DULY LICENSED PROFESSIONAL ENGINEER o UND THE WS OF THE STATE OF MINNESOTA CON L Yom G. . '^ RECORD NO. 8 o .- CHECKED CARALGEREREN t.� ICIKi v ' i n w . PI 1 ' SHOREWOOD MINNESOTA 0 0 DATE 3/8/2010 uaNO. Q �, m � nin nrr qv ngenglPTinu nc qF \A N CI[�C CLIENT NO. 10-01. 10-02 MSA NO. SHEET NO. 8 OF 24 SHEETS !1 F CITY OWNED LOT CITY OWNED LOT ., 4—N+ VALLEYV00 D LA _ __ __ ! __ - - — 21 _ ,... ''',.. r -- - , ---1 - /':> ■1■ kl 1 1 I 7 . / . , , M'..- -- , „. `,4",7 7. 4/ 7 77 7 / ' ,. , %;:,='"`"; 7 - 777727> 2; , 7 7-,---i ,; , '., 25540 ... . , Fiiiiiiidd-7 ti, did 25500 ; i d'idd / „ ii 11 iii----77-777.1 - id% , 4'77 ,727->„-,Z ..„„„ : 7 =, IZZ,„„7,:. 1 :2:_>, 22 4 = , % '2,,,1 '7 25580 2', . .". . 4 , tq 77 :.-f.5„2.525, /&,.e3 , ,, , 15 25775 444 U '1 . 4, .. V .4'44444-.4A I 44 V:4 /44.4 I .________ i II 1 20 _ ___ 24 ,0 ' - 25 s - ---- - ) 2sts,a g 4 1 ti - I ,,.. 1 , _....... ...... /- -, F ._ __ _ _ -- 7 772777.7241 / ., 1 - - ---- - --__ _ _ , =2" 1 I „ : / 27.4.. 2' 7 2:- ,:: 1 ,7 " -7 7 7 27/ " 7.77 1 ! ' >=7". --, 7,71 777/4 =4 \,,,.., L ,.. 25780 44 I yv .... „., ,„..„,„...„.„,„,.......,, ... -., NELSINE DRIVE ,/--, -7_ - 7-777= CI % I , - v;„7: 7.7."- Ce h I P 25850 4, 4 Ji I I ";'- .1 „,. , .,7.. , 7,/,,:4".: Z„ _ • .,'" 3 11 , I .,. g 1 25555 4 VP ,. f 25455 ../Z W I 4 J _ - - - - - '77,7 4 , I ',V, ,.. , 1 " ' , 0 A ' r-- I •C I 0 1 i 2,2=7,, 7412 2777= : 0 y I - IX .5T-T, IT, 1I, i — S — UNNYVALE LA D , W t ■ I ' ' 1 7 -2-77 _,,,,,,,,Pj ://' I 7 ' 72 '.; ■ / ''-• r, ',1 ,,'• . • , , , ze.,..z:.; , , ,- . , :a&z.e./.......,z, ' ,- ii I ,,:785 .2idd ., ii....d.i.,—..ii—ddididziiii I 1 - / I _ _ 1 ;I I _ 1 ,, I v7,; ,, ,, : -, h • , . , F2-7/, , --72-A p--/-/,, ' — J , vv.,,,,,„ v777 ,,, „.-,...v. v ,,, '7777= ;› ..2Z.7,./.. ^ ,4 ' ' ''''''7 ' '" e 74 , ,777,/,/,/' 1 X 5. IS f , -::- . 7 . ', 25780 ' r," 25680 ..), ' `V.7.../////, 4 ',:- ' .''',., t:' I V....,',-:..4<4 -.'" `'.!: A ';:, r 25840 j ,...e.ZZA , , 1,,/ 25720 i d i diddid&diddi id/ , li N 1 I I ------ --1 , 1 z -- _ __ _ _0 _ - 1 -. ..-) __ ......_ t' HI • . _ - ---1 0 _o _ 1 - - -F_-_ _ • ---- ----,-7, -. ,----a — 7 - "-----",-__,== ' ""— == ‘,--- 1 / _ = , i g , 1 r - 1 WILD ROSE Lft■ ...., zr_ L __ 1 i , , , _i ' ___I—___ __ - - — _ _- 9-- S I i II - I - I I I 7 /7 ' I /' N ' '''''' 77'.'77777777 7569 A 74 5 /7 :5 7 67 7 5 .' ''' '-' 7256/45' .14 .. 100 150 I -,''",,..•:',.; , , , , ': 7 7 7.'7 7 7-4 ,-/.., 1-, 25625 4 -,- SCALE IN FEET 4 25815 25785 4 444 ' . 25715 ,/,,,,, 25745 „ ., 4 , 14, ,, „ ,,, , ; , - ; , ; , ;t4;, , z-z;; ; - 8 7 /1 ., :=-:„ = -7 ,= = =7 1.Z.7- /./// ' ==ZZ- ' - ' ' - ---* - ' ' 7/ =‘-/.'-' ; % d 2010 STREET, DRAINAGE & UTILITY PROJECT NO. g f DESIGNCD DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IMPROVEMENTS RIGHT–OF–WAY & EASEMEN I S 14536.000 CLG AJM I AM A DULY LJCENSED PROFESSIONAL ENGINEER UNCC_ OF THE STATE OF MINNESOTA , ,,, - L. •,„ T l CARA L GEHEREN il)A ,_,.. A4NAT-84.---. RECORD NO. 8 2 1 i CHECKED RSO DATE 3/8/2010 LO NO 41616 CLit2==ktrl . ACIPLIfItinl IOC . DI MAME SHOREWOOD MINNESOTA : --- CLIENT NO. i - . I - II SHEET NO. 9 OF 24 SHEETS - - . CITY OWNED LOT , LEGEND , ! • % : j INLET CONTROL I .. 1 SILT FENCE I - I - CITY OWNED LOT ��G�G��a�o 4 TOPSOIL & SO VALLE OD L SOD • 4" TOPSOIL & SEED r , H_J -- _ � �. T TREE REMOVAL I : 25540 r 25500 11 fl G %�, Ry I z s s ✓. n 4 • iS, . ! ', i i—� T T w- t � . "' -- - _ Vii` ✓- r. . ✓ 1 1 , 20 IIIIL JI LL 1L1 =1�I w �I I}� iI +tf I�� —In_i� � � TT II f r rE i 1 I --t {1It �o-Ji 1 II 11; 41 11,1-111 'IT „.�,1 II 1=;. �,, ., 1I L : I I / — f ' ;I® r 1 II NELSINE I' I I 25�eo N 1 - - -. a N RI E D VE /�'>//' ,r 11 yr. ...�,_ 1 .,,,,,,,,F F.:: .....:;,..F.F,IFF 25850 3 ,I ` '... _ _ - -� I 55 0 < - R SHALL C OPERATIONS AND IMPLEMENT MINNESOTA I REMOVAL. THE AND DISPOSE OF � , F---- Y v I 1. THE OONTRAQTO CONDUCT 0 NESOTA i. CON SWILL CTU MD AU. TEMPORARY TA N AND FOR R55O AGENCY ' INTO DRAINAGE BEST L W AD S. THE PRACTICES (B MP) TO CONTROL EROSON CONTROL MEASU R MEASURES, IS, STRUCTURES X , D DEVICE ONLY AFTER CESE < + I . J,LL - _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ SITE SI PERMITS T O ISSUED R THE WORK TO BE COMPCOMPLETION LEIED. DATES REL ENGINEER ALL ALONG FENCE LOCATIONS TO PROVIDE A SMOO SHALL NAL HAND RAKE SILTED GRADE AND W ! MAY 'SUNNYVALE YANG LA I ISSUE A STOP WORK ORDER FOR ALL DEVELOPMENT WORK NW BUILDING SHALL RESTORE THE GROUND SURFACE WITH SEED OR SOD. AS REQUIRED. TO BE g CONSTRUCTION FOR NONC01If+LANCE WAIN TIM MEASURES. MATCH THE FINISHED GRADE TO THE ADJACENT AREA I I C I I II t , / . / ' . W I 2. SEQUENCING. D ALL SILT I L LT FENCE MD OTHER EROSION CONTROL MEASURES 5 4U. BE 12. FINN. STORM SEWER SYSTEM. AT THE COMPLETION OF NE WORK AND BEFORE THE - j [ - I R is CONSTRUCTION Al ANO BE NNMNNED UNIT VIABLE REMOVALS. GROUND COVQt THE OR PROTECTION MEASURES MD THOROUGHLY FLUSM SIDTW SYSIDI. M SEVER INLET ` T F I`i 1 I , 1 HAS BEEN ESTABUSH M D APPROVED BY THE ENGINEER SEDIMENT MD DEBRIS SHALL BE COMPLETELY REMOVED AND CLEANED AT THE INLETS, ' ✓ ✓.r�/ / ✓/ j I OUTLETS, MD DOWNSTREAM OF EACH OUTLET. RIPRAP AND GEOTEXTLE FABRIC MAY �'"+ ) i ! , ' ', ✓/ �/, �, ✓,�,_,4Z h a , E ENGINEER TO OBTAIN A UKE NEW h E , I I 3. SILT FENCE THE CONTRACTOR SHALL INSTALL SET FENCE AT THE LOCATIONS SHORN REQUIRE REPLACEMENT AS DIRECTED 8Y TH 25785 1/ ., , / ._,,/- M AN , ON THE PLANS D IN ACCORDANCE WITH THE CITY STANDARD DE AILS SILT FENCE INSTALLATION ACCEPTABLE TO THE CITY. DAMS AND INTERIM SUMPS SHALL BE PLACED TO INTERCEPT SILT FROM I , ✓ � , , , ”" , CONCENTRATED RUNOFF FROM OPEN GRADED AREAS. ADOmONAL SILT FENCE SHALL 13. CONCRETE WASHOUT MERE: ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE II I I BE REQUIRED AS DIRECTED BY THE ENGINEER. IMPERMEABLE T OPERATIONS MUST BE COMNNED IN A LEAK-PROOF CONTANMENT FADITTY OR T' OR OFF FOM T LINER. A TE CLAY LINER OR DOES NOT ALLOW WASHOUT I ` ; . 4. STOCKPILES. ALL STOCKPILE AREAS SHALL HAVE SILT FENCE OR SEDIMET TRAPPING UQUIDS TO ENTER GROUND WATER IS CONSIDERED M IMPERMEABLE LNER ME UQUD 11, s= / +'N''� SYSTEMS PLACED AROUND THE ENTRE PERIMETER. RUN FROM THE CONCRETE CONTACT T GROUND. AND THERE AREAS LIQUID AND SOLE 1 % ....... _. .. __. .. ,. ___ -. -_.. _,,, I INLLT PROTECTION. THE A ORD CONTRACTOR SHAT INSTALL IN OY LET PROTECTION ON ALL WASTES MUST BE DISPoSED OF PROPERLY MD IN CONPWNCE WITH MPG ( l _..... _.. _... .- ...... 3. E STO S EWER ITRO IN WITH - THE - STNDMO DETAILS. REGULATIONS. A SON MUST E INSTALL ADCENT TO EACH WASHOUT FACILITY TO ,J-I,,. $ � . INLET PROTECTION SHIM L N30 BE PROVIDED ON Al PROPOSED STORM SEWER NFORM E'DINP OP ED 10 .. M UTLRE 7HE P ROPER YNILRES t'`"" I INLETS IMMEDIATELY FOLLOWING CONSTRUCTION OF THE INLET. ✓ ✓ r � I I , 8. ROCK CON TO C TION E TRACKING ROCK ENTRANCE SAL BE CONSTRUCTED MD OF SILT AND DIRT O ,. Y l I ROCK. ) TIE ROC I SWLLL BE PER 0 ' LY REPLENISHED TO PLACED UNDERNEATH INTENDS) 1, I 1 ,� , . ,2'. /( I PERFORMANCE. MUD AND DEBRIS SHALL BE REMOVED OR SCRAPED FROM TIRES ` € - T r � ' zs7BO � ' � <; 2 G ' 2se o I T ' • EET SWE Sri m""I USE D ir AND ACCESS TO THE ES SHALL H L ROUTES .. ENGINEER MAY ORDER ADDmONAL N 4 25720 ✓ � A SWEEPNO OF NE STREETS AS oDAY. ED REQUIRED. 1 � Ili III i✓ „ ✓,[v,,✓✓ ✓✓` ✓✓ , 8. POSITIVE DRANAGE AND PROTECTION. THE CONTRACTOR SHNL LWMNN POSNIVE J.$ N = +.=- :!<.m- .x._:.. '� DRAINAGE THROUGHOUT TIES AT All TIMES. LOW POINTS WITHIN ND ALONG BE T 1 i,, 1 1 1 v. s.....a..:.:: I 1=11131., I I I I I FOR TEMPS DITCHES. PIPING OR OTHER L EANSTTO CONTRACTOR A1E PROPER DRAINAGE - 1,6 ) I I I • CONSTRUCTION. TO PROTECT PREVIOUSLY GRADED AREAS FROM EROSION. I _ .. rrr` ' • W000 FIBER BLANKET SHALL BE PLACED IMMEDATELY ON STEEP SLOPES (1:3 OR . 1 -, �I �� _ • „� ,. - ..-- _....._,. H 'i .. gcl } { 'T�- I •j i I -1 —i I —1 I -1 L � M4 I 1 I -- �' 1:7-.711..1...=-_11.____U— 1 i I �- GREATER) NND ND OVE F LOW TO PR TE MO TEMPORARY PDNDS� - E _ e ✓ _ i , 1 � 11. - 1 I l I � — 11 -U I1 I l,. 1 lw- 1.� _ __ _ , SILT I. THEE ro OVERFLOWS TO PROTECT THE COMPLETED GRADE AID NINIMff o ...... - ...- ....::. -. - -..- : 0 ........."" " .._.. _ i 4 ... G AFTER CONSTRUCTION HNIX ALL DIPOSED SC LS MUSE BO OF NE SITE HAS 14 TEMPORARILY CAORADAR g ` -_ _F _ r ".� � f f 1 . J. �... ».. - — il}( 111 " I DAYS RMANEN E � I S C HA R EPO IN O T F -THE PRE-HA. WITHIN N __. __.. , �.a I �; w :- ,,....,.+e. +� _ �' ^'T I ...., Y — "" i __ T1 I MI P ANEM CEAB AT D D NED B 6 P01 OF THE PROJECT TES NONE "rr 8 r— r - ? --�, _,- �-,,=rr= 1— `n7=1T --1.1 T 1f1 1.1L —f71 , ' :t ;li ,I �" 1-1�- ,— ��I —��1 r °C - : g ""' . �1. i1 - - fN1 ' �£' - . ..,. - — MILE OF AN IMPAIRED WATER AS DT]'NED BY MPG1, EKPOSED SOILS MUSE 8E STABILIZED 1 -1 ,,, _ I: 1" I I-I I J- I ! -1 - 1 1 = 1 " f _i 11= 1� iii ;1 -1 I I_I I , ; ': i I I - I LEI I h I I i -1 I_ _I I I ;.L —i L I -i I - 1 ; ° F � � � � I III :I i l _.:, I 1 r I I - 1 L i I _ 1 . ED WITHIN ACTNTIY IN THAT PORDOM OF THE SITE HAS TEYPORMLY _ Z ZI I _ — 1_ I 1 I -111 117, JI.1I I i�„,„-.I i i, V __.:.,;. �y v J s . I tO.NOUT MID INSPECTION. EROSION CONTROL MEASURES MI J M IT OF F. ROUGI I N THE CONSTRUCTION M TIL D UN SATISFACTORY S L T BE INSPECTED OW PERMANENT RMA � j I yjp, R GROUND COVER VER IIS OBTAINED. SILT FENCE SHALL BE NSPE WEEKLY I I I I 1 -. w OI I WAIN REPAIRS MADE ON THE SIR DAY THE E I E DAY OR FOLLOWING DAY OF INSPECTOR. UNSATISFACTORY NS NOT REPAIRED OR CLEATED UP WITHIN 48 -HOURS 0 50 100 150 o SHALL RESULT RE NE OF NOTIFICATION SHALL RESULT IN A STOP WORK ORDER, AND /OR SAID WORK SHALL ' ', .. . BE COMPLETED AT CONTRACTOR'S EXPENSE SCALE IN FEET a 8 O U PROJECT N0. UTILITY o CHECKED 2010 STREET, DRAINAGE & t? DE3KL DRA I HFRFRY CERTIFY THAT THIS PLAN WAS PREPARED TKDA p � o B AMA DULY LIC SED PROFESSIONAL N I ENGINEER AT IMPROVEMENTS EROSION CON I ROL 14536.000 o V = CLG AJAR UND THE WS OF THE STATE OF MINNESOTA - °S! �E^r`.— ty13 AD ttF3f 1`1 1171RB SHOREWOOD MINNESOTA 9 REODRD ND. A - , DATE 3/8/2010 L ' n ' • K;. 4 • . NO. : a c>t n...Lti�+.., rr..w I: , °fig MCC,P1071I,1 „r 4c,1cI„me CLIENTAL. 10 -01 10 -02 MSANO. SHEET NO. 10 OF 24 SHEETS 4.-- CITY OWNED LOT , I —+I CITY OWNED LOT ` , I SAWCUT AS DIRECTED ' n BY THE ENGINEER 1 - VA D SAWCUT AS DIRECTED (INCIDENTAL) , , BY THE ENGINEER - - -- -- — (iRCT6EN1 ALj 4, i a 1 ' _ �, � . T,. ...... ......._._ ......__ ...,..... ; .. J cY ,... 7 `3 1 „1 1 , ,,/ °o - ' I C r/G; � :. % I j ',,;',7.,.',4,77.7,7, , ' 25500 1 // t ... ./ ' I 25580 ,SE k . ( ' 25775 P �. r �^ s� � • SAWCUT AS DIRECTED 4, Ilf �”' BY THE ENGINEER r T, y ; ' (INCIDENTAL) �; ti Al '1I k I 1: �, : "" * • :^ 4 . ' r . - �+ - - rr - _. _. '' `'„ � c,, / FP' � :'k 2$+SQ . lx ` - - 7- --'�. .,'' -4- r ` „"wl i' ivy O ,: , ' ® ' r t '.1-.--(/ i s t 257e NELSINE ;. �/� r of SIN E RIVE \ D zseso - P 4,r� 1! 'T ' -- -- % 2 > ..1 W , N ,, 25455 55, [/j SAWCUT AS DIRECTED zssos BY THE A �INEER - �. k b� i r INCIDENTAL W a i .. , W , NOTES: 2 y 3t `S UNNYVALE LA -I W 1. DRIVEWAY REMOVAL LENGTH SHALL BE r / FI1, DETERMINED IN THE FIELD AS DIRECTED ', _ ( ',, BY THE ENGINEER. �� ` i 257e5 2. CONTRACTOR SHALL SALVAGE MAILBOXES I AND MAILBOX POSTS AND REINSTALL [ ' AS DIRECTED BY THE ENGINEER. SAWCUT AS DIRECTED ; * i ! BY THE ENGINEER y - I 3. CONTRACTOR SHALL SALVAGE SIGNS (INCIDENTAL) _ _. _ � .m.: - - - _.., � _ _ _ , _ --- -- _ AND SIGN- POSTS - AND - REINSTALL I4 3 / r ` i s �` i AS DIRECTED BY THE ENGINEER. J I 1 4. REMOVE AND DISPOSE OF EXISTING 7 ';',:'j , 1 , I � ' STREET BITUMINOUS PAVEMENT OFFSITE r. '" /T ' ;' r,; ' '" /.? %,.ii FOR WILD ROSE LANE & MEADOWVIEW RD 1� I . 25780 l""""., /� . 25880 _ t . i ' 25640 " 5. REMOVE AND DISPOSE OF ANY EXCESS RECLAIM .� / ✓.c'!! / /. , 257 SAWCUT AS DIRECTED MATERIAL OFFSITE FOR NELSINE DRIVE 7 ( � ,„ . BY THE ENGINEER r ' (INCIDENTAL) N WILD ROSE ( A w _ t " 5. +� l I Ch 1 0 °o %l> i,° PP'.__ � is i ./ °' 7j i i , , F ,,,27-`75.-7777: ' I .__. _.... —... ..... -.... ....... _.... ...... _ -.._ i 50 100 0 1 0 5 _, i-s '1 7 -?,;^< "', „ ` `,7, 25715 i ,`,,' 25695 ; �'. ; P 258 ,.. Y'' ,: - ,° r ai a f. 2 5745 y. 25575 � 1�!('1 SCALE IN FEET 25815 zs7es 3 ✓ W/ %,,A7, r „1 H Via DESIGNED DRAWN IHEREBV CERTIFY THAT THIS PLAN WAS PREPARED 2010 STREET, DRAINAGE & UTILITY PROJECT NO. c BY ME OR UNDER MV DIRECT SUPERVISION AND 1 HAT 5 2 g CLG AJM IAM A D THE U ENS D HESTATSIONMILAN ENGINEER IMPROVEMENTS EXISTING CONDITIONS 14536.000 8 E ; CHECKED e RECORD NO. .ate A n D u5 Hi REWO•D MINNE * TA Xi 5 • -, m , '' . - - = DATE 3 : • • LIC. NO. ,... I - Str - rcrorrr i --- I 1 I ■ ... I I• • h II • 1 I 1 ,,,,,,, __ ___ - - --- - --' I - ' ';: '- II , , ...f: 1 - 1, , , -. p i..„ I,,'.. , , 1, ' ' '' , ,, , - , 4. "-' ., 'N , , , - NOTE: TIE 18" RCP FROM 2 PIPES ' 1 „ , , 1 ) il - - -- - ___._.1, UPSTREAM OF 45 BEND TO OUTLET ,11 NOTE: ALL STRUCTURES FROM 22-1 TO 22-4 18"RCP -45' BEND - I/ 1 0 (4) SHALL BE R -3067-C CASTING. - - rri ' ' ',., L I _'''' i , , 7 .. : a C) /1 ' ----__ XI::• 2 . , ,4 ' --- -- - -- ---- -\ - 1 1 1:::: ..K:, I '''', i RD „,._ ,,.. „,_ ......: :,i ,, , , 0 - c 1 - - - --- - - - - - - - -= - - - - - ---- - - \ \ ....... ,, _„___ ---" r , , k ` : • ' + .. I .. „ i; <• 25540 25500 r ■ 4 1 A A iii ADJUST SANITARY MANHOLE i l'$;; ;, 1 11 •:; ; ' . --„, , i , , j i - N / .; z ' A 4: , . ADJUST SANITARY MANHOLE / / • , ' •. • s - , , ' :S° „ 0, ''' . N --- ' 1 _ . . . , . , _........------- e,*/ 1 ,., -,(_ - ,.. _,.... r SSQG %. 1 . , s, , :;s. 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I •`• • 1 <A I , Pr \ \ . • ...-/-••,-/-nt t///z•z/zz/z/z//A SEE LEFT I R. I I I I I NELSINE DRIVE STORM SEWER OUTLET ° 50 100 150 SCALE IN FEET ,c, o r .,, ,c, M. _ , o „,-, .a ,. 2 „ ,,,,,, ,. 0 . 00 , .4- L.9 o3 rn co co n 1 K) ? o al • h 0 N .AI c' 0) 0, a, 0 a, a a, a, . a, 0 cr, ' a, . a a, a, CD ED C) 1 CD C) CD 6 , RIM 952.45 I RIM 954.23 RIM 954.92 I RIM 952.45 RIM 938.60 INV 930.53 4 INV 947.95(E,N) I INV 949.51(S,E,W) INV 950.20(S,W) INV 947.95(E,N) INV 932.55(S) (c; 945.51(SUMP) 932.35(N) cc o D N --..- 100.0000 VC --."- LAI PI 21+00 e r. 970 PI EL = 953.95 0 SEE BELOW cv 0 970 960 960 a) a, K _ 6 , 67 + * ,, ti, PROPOSED Q + si - - - u) ' 1 ' N PROFILE Na, II H II II . t., EXISTING a: 960 o _3 - d 132LF-15"RCP, PROFILE 960 950 -- A - 950 ' -.. ''.... ---- --- '' A , 0 . 50 % = Villinira 950 lal ,CD 950 940 , Ci 4F 940 ; RIM 954.92 I t 0 .9 a OP 143LF-15"RCP INV 951.10(5) ' , - ' CL.5 0 1.09% 950.42(N) _ - - - - 1 , 4-..=-.........- .-- - - - ....... 940 ___ ..___ _ 940 930 I ---____ & 930 _ , '' ''''' RIM 954.23 RIM' 954.70 182LF-18 RCP ' INV 949.73 INV 951.20 CL5 0 1.00% 2 1 ! 930 930 920 920 - „ 1OLF15 RCP. CL.5 1.00% a eg 22LF-12"RCP. In N 0) 03 CL5 0 3 2 . : 2 _`'' 5 OD • (°1-' G O3_ . 1 C eR I C 1 Int N1 co NI NI S -g + - I - + I g. rn - r'' 1 10 , 2 1 wi I Z L.., S g. F, t ;,.., 20 21 22 23 24 25 26 8 i F., • :: :. . . •.... --PARED 2010 STREET, DRAINAGE & UTILITY NELSINE DRIVE PROJECT NO. s. t! BY ME OR UNDER MYDIRECT SUPERVISION AND THIAT OLG MOB I AM A DULY LICENSED PROFESSIONAL ENGINEER IMPROVEMENTS From Eureka Road to Cul-De-Sac 14536.000 LIND " THE • WS OF THE STATE OF MINNESOTA r" S' Iiiii3A STREET, STORM SEWER & . 9. m 3 . 8 s' % CHECKED .B., Nv --- ,....- - " CARA L GEHEREN iu ut, Aui,Tmenwriest n , "maul . • : i • • D 1 I k ■ • i SANITARY C' 561 IMPROVEMENTS RECORD NO. 0 " " A DATE 3/8/2010 LIC. NO. 41616 ,t111t14amS1 17 iL7......aUtV... Vganiun*rer4 e..1.4 r fru/ 4 '4" "" ONO 0000) nm romm r'11FNI 0 l(71-C roleqNn SH h. • • A .