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2013-08-22_VALLEYWOOD_LANE_&_VALLEYWOOD_CIRCLE_ROAD_RESTORATION
os� Sxt CITY OF SHOREWOOD 2013 STREET, DRAINAGE & UTILITY IMPROVEMENTS LAKE DD" tu!rT RT yet 1rt&c11 "p`i &xi14ffl#19R[ 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. THE SUBSURFACE UTILITY INFORMATION IN THIS PLANSET IS UTILITY QUALITY LEVELS "C"& "D" AS DEFINED IN ASCE "STANDARD GUIDELINE FOR THE DEPICTION OF EXISTING SUBSURFACE UTILITY DATA ". GOPHER STATE ONE CALL: 1- 800 -252 -1166 SPECIFICATION REFERENCE THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION', DIVISIONS II & III, AND ALL AMENDMENTS THERETO, SUPPLEMENTAL SPECIFICATIONS, AND THE "STANDARD UTILITIES SPECIFICATIONS FOR SANITARY SEWER, STORM DRAIN AND WATERMAIN INSTALLATIONS "AS PROPOSED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, 1999 EDITION, CITY PROJECT 13 -01 TKDA PROD. NO. 15187.000 DRAWING INDEX SHEET DESCRIPTION GENERAL 1 TITLE SHEET 2 LEGEND & ESTIMATED QUANTITIES 3 TYPICAL SECTIONS 4 -7 DETAILS 8 STORM SEWER CONSTRUCTION CHART 9 RIGHT -OF -WAY & EASEMENTS 10 EROSION CONTROL 11 EXISTING CONDITIONS & REMOVALS 12 PROPOSED STREET ALIGNMENTS 13 DRAINTILE IMPROVEMENTS 14 INTERSECTION GRADES 15 SANITARY SEWER IMPROVEMENTS 16 VALLEYWOOD LANE PLAN AND PROFILE 17 VALLEYWOOD CIRCLE PLAN AND PROFILE 18 -23 VALLEYWOOD LANE CROSS SECTIONS 24 -26 VALLEYWOOD CIRCLE CROSS SECTIONS THIS PLAN SET CONTAINS 26 SHEETS 444 Cedar Street, Suite 1500 CITY OF SHOREWOOD DEPARTMENTS Saint Paul, MN 55101 OF PUBLIC WORKS & ENGINEERING 651.292.4400 5755 COUNTRY CLUB ROAD tkda.com SHOREWOOD, MN 55331 TKDA ® (952) 474 -3236 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA ERIC E. KLINGBEIL DATE 822/13 LIC. NO, 49826 1 f1 L 17 I r "s s 00 o E ° O n O N LEGEND EXISTING CONDITIONS AND REMOVALS -- EXIST. RIGHT —OF —WAY EXIST. PROPERTY LINE EX ST. EASEMENT B618 c &c == EXIST. CONC. CURB AND GUTTER - - - -cQUc—ma- -- EXIST. CURB (TYPE AS NOTED) — — — — — — — — — — EXIST. EDGE OF BIT. SURFACE — — — — — EXIST. EDGE OF CONC. SURFACE EXIST. EDGE OF GRAVEL ff E EXIST. POWER POLE, GUY ❑ EXIST. LIGHT POLE, HAND HOLE Qtz' EXIST. TREE EXIST. CHAIN LINK FENCE -e —• —�— EXIST. WOOD FENCE ® EXIST. BUILDING — —tea— — —a— EXIST. SANITARY SEWER & SERVICE EXIST. STORM SEWER (12 " -36 ") G EXIST. MANHOLE °A EXIST. CATCH BASIN EX ST. WATERMAIN EXIST. HYDRANT, GATE VALVE EXIST. GAS MAIN — E E — EXIST. BURIED ELECTRIC ® EXIST. ELECTRIC BOX —T T— EXIST. BURIED TELEPHONE ® EXIST. TELEPHONE PEDESTAL REMOVE CONC. SURFACE REMOVE BIT. PAVEMENT RECLAIM BITUMINOUS SURFACE REMOVE GRAVEL SURFACE CLEAR & GRUB — — —c— — —<— REMOVE STORM SEWER PIPE E] 0 0 REMOVE CATCH BASIN, MANHOLE X TREE REMOVAL STATEMENT OF ESTIMATED QUANTITIES ITEM N0. ITEM CURB & GUTTER _ UNIT QUANTITY VALLEYWOOD LAND & VALLEYWOOD CIRCLE DIVISION 1 — GENERAL —� STORM SEWER 1 MOBILIZATION LS 1 2 TRAFFIC CONTROL LS 1 3 SILT FENCE LF 1800 4 INLET PROTECTION EA 2 5 TREE REMOVAL EA 18 6 REMOVE & DISPOSE OF EXISTING BITUMINOUS PAVEMENT SY 4284 7 REMOVE & REPLACE EXISTING DRIVEWAY PAVEMENT SY 462 8 COMMON EXCAVATION P) CY 5900 9 SUBGRADE PREPARATION RS 20 10 SELECT GRANULAR BORROW (CV), SPEC 3149.28 CY 3817 11 CLASS 5 AGGREGATE BASE, 100% CRUSHED LIMESTONE TN 2780 12 C1A65 5 AGGREGATE SHOULDER, 100% CRUSHED LIMESTONE TN 59 13 BITUMINOUS BASE COURSE TN 529 14 BITUMINOUS WEAR COURSE TN 529 15 BITUMINOUS MATERIAL FOR TACK COAT GAL 222 16 ADJUST MANHOLE CASTING EA 7 17 ADJUST VALVE BOX EA 2 16 CONCRETE CURB &GUTTER ALL TYPES) LF 5392 19 GEOTEXTILE FABRIC SY 5725 20 TOPSOIL BORROW CY 556 21 SODDING SY 1222 22 SEEDING AC 0.32 23 SALVAGE AND REPLACE MAILBOX AND POST EA 13 DIVISION 2 — SANITARY SEWER 1 REHABILITATE UPPER MANHOLE SECTION EA 7 DIVISION 3 —STORM SEWER 1 4' PVC PERF EDGE DRAIN W/BACKFILL & WRAP LF 5512 2 REMOVE STORM SEWER OR CULVERT ALL TYPES) LF 150 3 CATCH BASIN TYPE 404 EA 3 4 CATCH BASIN TYPE 406 EA 3 5 STORM SEWER MANHOLE TYPE 409 EA 3 6 12" RCP STORM SEWER PIPE LF 483 7 24" RCP STORM SEWER PIPE LF 146 8 29 "X45" ELIPITICAL PIPE LF 95 9 12" FLARED END SECTION WITH RIP RAP EA 2 10 24" FLARED END SECTION WITH RIP RAP EA i 11 29 "X45" EUPITCAL FLARED END SECTION WITH RIP RAP EA 1 PROPOSED CONSTRUCTION PROPERTY LINE CURB & GUTTER _ PROPERTY LINE D CONC. DRIVEWAY CONC. SIDEWALK(PED. RAMP AS NOTED) —� STORM SEWER 0 MANHOLE ® 0 CATCH BASIN 0 ADJUST /REBUILD MANHOLE (AS NOTED) >a BITUMINOUS DRIVE BTUMNOUS SURFACING BITUMINOUS OVERLAY OF RECLAIMED SURFACE GRAVEL DRIVEWAY PROPOSED EASEMENT ���� - - - - -� SILT FENCE P FLARED END SECTION FLARED END SECTION WITH RIP —RAP \ \ \ 6" TOPSOIL & SOD O 6" TOPSOIL & SEED —DT >>— DRAINTILE I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED Y 444 Cedar Street, Suite 1500 2013 STREET, DRAINAGE AND UTILITY PROJECT NO. DESIGNED DRAWN BY ME OR UNDER MY DIRECT SUPERVISION AND THAT ' EEK DCK I AM A DULY LICENSED PROFESSIONAL ENGINEER -= -- Saint Paul, MN 55101 IMPROVEMENTS 15187.000 UNDER THE LAWS OF THE STATE OF MINNESOTA 651.292.4400 LEGEND &STATEMENT OF CHECKED -_' tkda.com ESTIMATED QUANITIES RECORD NO, I SHEET NO. ERIC E, RLINGBEIL S H O R EWOO D MINNESOTA LDB DATE 08/2212013 LIC, NO. 49826 13 -01 NSA No. 2 L NO. DATE BY DESCRIPTION OF REVISIONS ICUENTNO. R/W VARIES VARIES R/W Q 2.33' 10,50' 10.50' 2' AGGREGATE R/W VARIES VARIES R/W CURB (FRONT OF CURB) (EDGE OF PAVEMENT) SHLDR. I 2.33' 10.00' 10.00' 2.33' SURMOUNTABLE "S" GEOTEXTILE FABRIC ( MNDOT CURB (FRONT OF CURB) (FRONT OF CURB) CURB CURB $GUTTER I THET P 1) TO COVER THE COARSE SV DUNTABLE "S" SURMOUNTABLE CEOTEXTILE FABRIC ( MnDOT FILTER AGG. I CU $ GUTTER CURB $ GUTTER 3733,7APE 1) TO COVER 1p1L I THE TOP OF THE COARSE VARIES FILTER AGG. 4" PVC PERFORATED EDGE VARIES VARIESI DRAIN WITH HOLES AT 8 AND 4 O'CLOCK MNDOT 4" PVC PERFORATED EDGE SPEC O'CLOCK TYPE 1 DRAIN WITH HOLES D B GEOTE)MLE SOCK ( MnDOT AND 4 O'CLOCK MNDOT SPEC. 3733)(TYP.) TYPICAL SECTION GEOTEXIILE SOCK ( MnDOT =INOLIS WEARING COURSE (MnD07 2360) SPEC. 3733)(IYP.) VALLEYWOOD CIRCLE BITUMINOUS TACK COAT ( MnDOT 2357) STA. 19 +50 TO 20 +59 2 "— SPWE6240C BITUMINOUS WEARING COURSE ( MnDOT 2360) 2 "— SPNWB230C BITUMINOUS NON— WEARING COURSE ( MnDOT 2360) BITUMINOUS TACK COAT ( MnDOT 2357) 8" CLASS 5 AGGREGATE ME (100X CRUSHED ROCK) 2 "— SPNWB230C BITUMINOUS NON — WEARING COURSE ( MnDOT 2360) 24" SELECT GRANULAR MATERIAL ( MnDOT 3149.28) 8" CLASS AGGREGATE BASE (100% CRUSHED ROCK) GEOTEXTILE FABRIC ( MnDOT 3733, TYPE V) 24" SELECT GRANULAR MATERIAL ( MnDOT 3149.28) TYPICAL SECTION NOTE: SUBGRADE TO BE TESTED AND APPROVED ACCORDING TO CITY STANDARDS GEOTEXTIL.E FABRIC ( MnDOT 3733, TYPE V) VALLEYWOOD LANE NOTE: SUBGRADE TO BE TESTED AND APPROVED ACCORDING TO CITY STANDARDS STA. 0 +25 TO STA. 7 +13 R/W VARIES VARIES R/W 2.33' 10-00' 10.00' 2.33' R/W VARIES Q VARIES R/W NT CURB (FRO OF CURB) (FRONT OF CURB) CURB 1 2.33' I SURMOUNTABLE "S" I ( DOT CURB 8.50' 8.50' I GEOTEXi1lE FABRIC Mn CURB (FRONT OF CURB 2.33' CURB $ GUTTER 3733,TYPE 1) TO COVER ) (FRONT OF CURB) CURB THE TOP OF THE COARSE NTABLE "S" SURMOUNTABLE GEOTEME FABRIC ( MnDOT VARIES O FILTER AGG. I CUR &GUTTER CURB $GUTTER 3733,TYPE 1) TO COVER 'OX VARIES I FILTER AGO. THE COARSE 4" PVC PERFORATED EDGE VPRAES OX 2.0 VARIESI DRAIN WITH HOLES AT 8 AND 4 O'CLOCK MNDOT SPEC 3245. TYPE 1 4" PVC PERFORATED EDGE DRAJ GEOTEXTLE SOCK ( MnDOT AND 4 OrtCL.00K NNDDT TYPICAL SECTION SPEC. 3733)MP.) SPEC O'C TYPE 1 VALLEYWOOD LANE 2 —SPWEB240C BITUMINOUS WEARING COURSE ( MnDOT 2360) TYPICAL SECTION GEOTIDm1E SOCK ( MnDOT SPEC. 3733)(TYP.) STA. 7 +13 TO 9 +69 BITUMINOUS TACK COAT (MnDpT 2357) STA_ VALLEYWOOD +59 TO CIRCLE 259 2 "— SPWEB240C BITUMINOUS WEARING COURSE ( MnDOT 2360) 2 "— SPNW8230C BITUMINOUS NON — WEARING COURSE ( MnDOT 2360) BITUMINOUS TACK COAT ( MnDOT 2357) 8" CLASS 5 AGGREGATE BASE (1OOX CRUSHED ROCK) 2 "— SPNWB230C BITUMINOUS NON — WEARING COURSE ( MnDOT 2360) 24" SELECT GRANULAR MATERIAL ( MnDOT 3149.28) 8" CLASS 5 AGGREGATE BASE (10DX CRUSHED ROCK) GEOTEXTLE FABRIC ( MnDOT 3733, TYPE V) 24" SELECT GRANULAR MATERIAL ( MnDOT 3149.28) NOTE: SUBGRADE TO BE TESTED AND APPROVED ACCORDING TO CITY STANDARDS GEOTTD(TLE FABRIC ( MnDOT 3733, TYPE V) NOTE: SUBGRADE TO BE TESTED AND APPROVED ACCORDING TO CITY STANDARDS Q R/W VARIES VARIES R/W 2' AGGREGATE 10.00' 10.00' 2.33' SHLDR. (EDGE OF PAVEMENT) (FRONT OF CURB) CURB SURMOUNTABLE "S" I GEOTEXTILE FABRIC MnDOT CURB $GUTTER 3733,TYPE 1) TO COVER THE TOP OF THE COARSE AGG. VARIES �U7G 2.OS� VARIE FILTER 4" PVC PERFORATED EDGE DRAIN WITH HOLES AT 8 OX AND 4 O'CLOCK MNDOT SPEC 3245. TYPE i / _ TO COVER THE TOP (Mn THE3COARSE FILTER AGO. GEOTIXTILE SOCK ( MnDOT 6" TYPICAL SECTION SPEC. 3733)(TYP.) VALLEYWOOD LANE 2 "— SPWEB240C BITUMINOUS WEARING COURSE ( MnDOT 2360) STA. 9 +69 TO CUL —DE —SAC BITUMINOUS TACK COAT ( MnDOT 2357) COARSE FILTER AAGGREGATE ) 4" PVC PERFORATED EDGE 2 "— SPNWB230C BITUMINOUS NON— WEARING COURSE ( MNDOT 2360) DRAIN 4 WITH O'CLOCK MNDOT 8" CLASS 5 AGGREGATE BASE (100X CRUSHED ROCK) SPEC ?M45O SPEC. 37E33rLE 24" SELECT GRANULAR MATERIAL ( MnDOT 3149.28) GEOTIDOILE FABRIC (MnDGT 3733, TYPE V) DRAIN TILE NOTE: SUBGRADE TO BE TESTED AND APPROVED ACCORDING TO CITY STANDARDS DESIGNED DRAWN IHE REBY CERTIFY THAT THIS PLAN WAS PREPARED 444 Cedar Street, Suite 1500 2013 STREET, DRAINAGE AND UTILITY PROJECT NO. BAMA DULY LICENSED PROFESSIONALIENGINEER AT - Saint Paul, MN 55101 IMPROVEMENTS 15187.000 EEK DCK UNDER THE LAWS OF THE STATE OF MINNESOTA 651.292.4400 TYPICAL SECTIONS CHECKED =` tkda.COm RECORDNO, SHEET NO. LOB 08122/KLINGSEIL SHOREWOOD MINNESOTA DATE 06/22/2013 LTC. No. 49826 L NO. DATE BY DESCRIPTION OF REVISIONS TMA CUENT NO. 13 -01 MSA NO. �xE Y O o E ° O _ LABELED "SANITARY SEWER OR "STORM SEWER" ®® CONCEALED PICK HOLE ®a ® � S gI CS va ED � ® 23 i lh ®"® c ® ®® NOTE MANHOLE FRAME NED" /R 1642 OR APPROVED EQUAL BRAND TYPICAL MANHOLE FRAME do SOLID LID CONCRETE ENCASED CATCH BASIN CASTING G R RE0 1M 0 li R FDR ., 1- 1 -a ORDER AS (R- O06T -1R) NEENAH R- 3067 —VB CURB INLET AT LOW POINTS NEENAH R- 3067 —L CURB INLET IN OTHER AREAS FRAME TYPE L GRATE & CURB BOX NOTE; Surmountable Curb & Gutter to be tronsitioned into a 8618 type at catch basin. Catch basin Frame & Grate as Specified, 4 NOTE Catch bosin to be depressed 2" below design gutter fine grade. "1"0' Surmountable Concrete ISOMETRIC Curb &Gutter No Scale 2 _ .4_60„ Long c Rebars Each say .o 0 .as 5' Min. Transition 5' Min. Transition c Top of Curb 2" n W Design gutter line grade 2 - /4 -60" LONG Frame k Costing g R. Each way SECTION A -A No Scale CATCH BASIN CURB SECTION 4" Topsoil �-- Aggregate Base ' Course Filler Aggregate MnDOT 3149.21{ Aorated pipe geoteztI's wrap 13733, Type 1) 2. 0meiont.� (Mn/ O eT 3733 aIYPE 1) w12" TRENCH DETAIL MAX. Perforated PVC, or Dual Wall smooth interior corrugated PE pipe. Meeting Mi 3278 1/4"0 Ho typical g0• Grout 6" Cone. 160• around Collar pipe PIPE DETAIL NOTES: 1. CkanouLa required of 200' intervahl nd /o ending points at dnainhle. 2. Swing ties to be shown o as- built. far all M- outs &ending poin6 on all dnintAe. 3. be fabricated tmature drilldr..nUle to or care TYPICAL 4" DRAINAGE PIPE GEOTEXTILE / PILL OPENING BETWEEN CONNECTION PPE AND STRUCTURE WALL WITH CEMENT MORTAR. 6TT- SHAPED METAL FINISHED SMOOTH. NOTE INSTALL CLEANOUTS AT A PROPERTY LINE WHENEVER POSSIBLE DRAINTILE CLEANOUT STORM SEWER MANHOLE J. PIPE USED TO CONNECT 45 BEND mi \ \ \JJJCCC��j[[[YYY \ \\ �� F-p SHALL BE PVC NON - PERFORATED PLAN VIEW AT CONNECTION TO L INCLUDE PVC BEND OF STORM SEWER STRUCTURE SAME SIZE AND TYPE AS DRAINPIPE - INCIDENTAL TO CONSTRUCTION DRAINTILE CONNECTIONS I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 444 Ceder Street, Suite 1500 2013 STREET, DRAINAGE AND UTILITY PROJECT NO. DESIGNED DRAWN BY ME OR UNDER MY DIRECT SUPERVISION AND THAT EEK DCK I AM A DULY LICENSED PROFESSIONAL ENGINEER ' Saint Paul, MN 55101 IMPROVEMENTS DETAILS 15187.000 UNDER THE LAWS�O�F T,H /E STATE OF MINNESOTA 651.292.4400 RECORDNO. SHEETNO. OHEOKED " SHOREWOOD MINNESOTA !d ERIC E. KLINGBEIL I- �' tl(da.COrTI LOB DATE 06/22/2013 LIC. NO. 49826 'MA 13 -01 MSA No, 4 [NO. LATE DESCRIPTION OF REVISIONS CLIENT NO. 9 i M2 y'1' Yf oINo RINGS (2 MIN., 1.0' MAX. NEENAH CASTING R -1642 TYPE 'B' SOLD OF RINGS & MORTAR). COVER WITH CONCEALED PICKHOLES INFl- SHIELD' SEAL 1/2" MORTAR BETWEEN OR EQUAL RINGS. CASTING & MANHOLE. FINISH SMOOTH ON INSIDE AND OUTSIDE. PRECAST COVER SLAB (TYPE 2) 27" "INFl- SHIELD" VAR, g B" WIDE EXTERNAL 7- SEAL WRAP, OR EQUAL 2 STRIPS BITUMASTIC SEAL ON SLAB ') JOINTS, NO CEMENT. PRECAST BASE •• MH SLAB DIA I THICKNESS h ^ 108 10 o 120 12 NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC PER ASTM C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS & BASE SLAB PER ASTM C478. FURNISH PRECAST MANHOLE SECTIONS WITH O -RING GASKETS & LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. FILL OPENING BETWEEN PIPE & MH WALL WITH CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. POURED INVERT TO NOT BE INSTALLED WHEN 2' SUMP IS REQUIRED. SUMP DEPTH TO BE MEASURED FROM LOWEST INVERT TO TOP OF BOTTOM SLAB. IF UNABLE TO PRECAST DUE TO SHALLOW STRUCTURE, PROVIDE EXTRA STRUCTURE DEPTH AND FILL EXTRA DEPTH WITH CONCRETE WHEN POURING INVERT. STORM SEWER MANHOLE. TYPE 409 �0.6" 2' III WEAR �— 2" BR BASE NEEHNAH- 1979 -0207 2" MIN. RISE OR PRECAST CONCRETE APPROVED EQUAL ADJUSTING RINGS INn- SHIELD' SEAL OR EQUAL 2T' NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAH R -ff- BIT. AND SHALL INCLUDE SELF S CHART TYPE LIDS STAMPED SANITARY S STORM SEWER AS APPROPRIATE CONCEALED PICK HOLES BIT. BASE OR BINDER MN. (2 -2 ") ADJ. RINGS AND MAX. (3 -4 ") ADJ. RNGS tT -2" RING WITH PRECAST CONCRETE MORTAR • O.Y) ADJUSTING RINGS BASE OR BINDER COURSE ADJ. DETAIL WEAR COURSE COVER RISER DEPrH OF CASTING SET THICKNESS SIZE BELOW BASE COURSE OR BIN R COURSE 1.5 2 RISE 7.25 NEENAH NO.R -3067 GLARE RI RIS BOTH WAYS NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" MORTAR. 2. HOPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL.. TYPICAL MANHOLE CASTING ADJUSTMENT FOR EXISTING SANITARY SEWER MANHOLE CURB INLET FRAME AND CURB BOX NEENAH NO.R -3067 WITH 3" RADIUS BACK OF CI INFl - SHEILD OR APPROVED EQUAL 1/1 BARRIER MINIMUM OF 2 — ADJUSTMENT RINGS 6' 20" DIAMETER PRE- CAST OPENING 3 -1/2" 3 -1/2" PLAN CENTER OF STRUCTURE NOTE: Tie last 3 pipe joint.. TO CONSIST OF CURB INLET FRAME AND CURB BOX 12" TO CENTER OF STRUCTURE R4 4 BARS BARS AT AT B" O.C. NEENAH NO.R -3067 GLARE BOTH WAYS AND 3" RADIUS CURB BOX BOX METAL PLATE TO BE INSTALLED _ SHALL BE MIN. 0.7' ON ALL INACTIVE SYSTEMS. 24 OF CURB TO REMOVED. 31' MANHOLE COVER TO BE LE WHEN OUTLET IS CONNECTED. USE UPLATE USE A DOUBLE LEE OF RAM -NECK MINIMUM OF TWO 2" CREfIX TYPE II WITH 24" X 36" CASKET BELOW THE PLATE. �y. SQUARE OPENING PLATE SHALL NOT EXTEND BEYOND STRUCTURE. INFl- SHIELD" SEAL :'A':a; %'�. m"h'YL"7fiG '", " ^+ ... NOTES: ........1. OR EQUAL I. BASE TO BE GROUTED 70 Anchor both sides. FORM A SMOOTH INVERT TO OUTLET NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC PER ASM C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS & BASE SLAB PER ASTM C478. FURNISH PRECAST MANHOLE SECTIONS WITH O -RING GASKETS & LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. FILL OPENING BETWEEN PIPE & MH WALL WITH CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. STANDARD CATCH BASIN (TYPE 404) PLAN rmi'mo"Al Anchor Clip NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. MANHOLE STEPS SHALL BE CAST IRON. ALUMINUM OR STEEL REINFORCED PLASTIC PER ASTM C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS & BASE SLAB PER ASTM 0478. FURNISH PRECAST MANHOLE SECTIONS WITH 0 -RING GASKETS & LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. FILL OPENING BETWEEN PIPE & MH WALL WITH CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. IF UNABLE TO PRECAST DUE TO SHALLOW STRUCTURE, PROVIDE EXTRA STRUCTURE DEPTH AND FILL EXTRA DEPTH WITH CONCRETE WHEN POURING INVERT. STANDARD CATCH BASIN MANHOLE (406) NOTES: 1. All Reinforced Concrete Aprons shall be furnished and Installed with Trash Guards. 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. 3. AN new Reinforced Concrete Aprons on existing pipe shall be tied to the first pipe adjacent to the apron. 4. See MnDOT Standard Plate 310OG FLARED END SECTION AND TRASH GUARD DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED - 444 Cedar Street, Suite 1500 2013 STREET, DRAINAGE AND UTILITY h NO- BY AM A DULY LICENSED PROFESSIONAL IENGINEER �T -- - Saint Paul, MN 55101 IMPROVEMENTS 000 EEK TICK UNDER THE LAWS OF THE STATE OF MINNESOTA rya ` 651.292.4400 DETAILS SHEET NO. CHECKED �i?�i/�Sf� - Waxom LDe ERIC E.KUNGBEIL --- SHOREWOOD MINNESOTA 5 oATE 08/2212013 LIC. NO. 49826 13 -01 TKDA NO. DATE BY DESCRIPTION OF REVISIONS CLIENT NO. MSA NO. Tie last 3 pipe joint.. Use 2 tie bolt fasteners CURB INLET FRAME AND CURB BOX 12" TO CENTER OF STRUCTURE per joint. Install of NEENAH NO.R -3067 GLARE from top or bottom AND 3" RADIUS CURB BOX BOX 6•. of of pipe. SACK OF CURB----� FLOW LINE SHALL BE MIN. 0.7' BELOW TOP o OF CURB I MANHOLE COVER TO BE Provide 3 anchar clips to fasten MINIMUM OF TWO 2" CREfIX TYPE II WITH 24" X 36" Trosh Guard to Flared End Section. ADJUSTING RINGS SQUARE OPENING y Hot dip golvonixe after fabrication. INFl- SHIELD" SEAL :'A':a; %'�. m"h'YL"7fiG '", " ^+ ... NOTES: ........1. OR EQUAL I. BASE TO BE GROUTED 70 Anchor both sides. FORM A SMOOTH INVERT TO OUTLET CONCRETE CATCH x' VARIES ¢ 2. PIPE CUT' -OUTS TO BE ISOMETRIC TRASH GUARD SIZING E TO MANHOLE AND BASE TO BE LOCATED WHERE REQUIRED Pipe Size Bars 'H' Bolts CREfEX TYPE 4338 OR .' 1 12"-18" 1d' 4" 5/8" APPROVED EQUAL �.. 1. IX 21 " -42" 1" DIA 6" 3/4" 48 "-72" 41 /4" DIA. 12" 1" NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. MANHOLE STEPS SHALL BE CAST IRON. ALUMINUM OR STEEL REINFORCED PLASTIC PER ASTM C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS & BASE SLAB PER ASTM 0478. FURNISH PRECAST MANHOLE SECTIONS WITH 0 -RING GASKETS & LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. FILL OPENING BETWEEN PIPE & MH WALL WITH CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. IF UNABLE TO PRECAST DUE TO SHALLOW STRUCTURE, PROVIDE EXTRA STRUCTURE DEPTH AND FILL EXTRA DEPTH WITH CONCRETE WHEN POURING INVERT. STANDARD CATCH BASIN MANHOLE (406) NOTES: 1. All Reinforced Concrete Aprons shall be furnished and Installed with Trash Guards. 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. 3. AN new Reinforced Concrete Aprons on existing pipe shall be tied to the first pipe adjacent to the apron. 4. See MnDOT Standard Plate 310OG FLARED END SECTION AND TRASH GUARD DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED - 444 Cedar Street, Suite 1500 2013 STREET, DRAINAGE AND UTILITY h NO- BY AM A DULY LICENSED PROFESSIONAL IENGINEER �T -- - Saint Paul, MN 55101 IMPROVEMENTS 000 EEK TICK UNDER THE LAWS OF THE STATE OF MINNESOTA rya ` 651.292.4400 DETAILS SHEET NO. CHECKED �i?�i/�Sf� - Waxom LDe ERIC E.KUNGBEIL --- SHOREWOOD MINNESOTA 5 oATE 08/2212013 LIC. NO. 49826 13 -01 TKDA NO. DATE BY DESCRIPTION OF REVISIONS CLIENT NO. MSA NO. I1 PI g o ° IL. I TRENCH BOTTOM GROUND WATER LEVEL SHALL BELOWWTRENCH BOTTOM OFa Q TRENCH DAMS CONSTRUCTED BY CHEMICAL SOUDIFICATION SHALL BE CONSTRUCTED FROM THE BOTTOM OF THE EXCAVATION UP TO THE NORMAL WATER TABLE AND TO THE FULL WIDTH OF THE EXCAVATION. THEY SHALL EXTEND A DISTANCE OF 3' ALONG THE PIPE BEDDING MATERIAL TO BE PLACED TO THE DIMENSIONS SHOWN SHALL BE GRANULAR MATERIAL AS DEFINED IN MN /DOT 1103 THE MATERIAL SHALL BE HAND PLACED AND DENSELY COMPACTED USING MECHANICAL TOOLS. THE CONTRACTOR SHALL INCLUDE THE COST OF FURNISHING PLACING AND COMPACTING THE MATERIAL IN THE UNIT IMPERVIOUS BY ADDITION IOF BENTONITE CEIAYNIN�LDI THE MATERIAL SHALL IN E WHICH CASE THE CLAY SHALL BE PAID FOR ON A CUBIC YARD BASIS ONLY TB THE LIMITS OF THE DIMENSIONS SHOWN ® THE PIPE CLASS SHOWN Ott ZHE PLAN AND ON TFE PROPOSAL FORM IS BASED ON WIDE TRENCH WITH CLASS B BEDDING. CLASS "B BEDDING AS SHOWN ON THIS DETAIL PL SHALL A D STRICTLY COMPLIED WITH. CONCRETE PIPE ASSOCIATION BEDDING MATERIAL TO BE PLACED TO THE DIMENSIONS SH07N SHALL BE MN /DOT 3138 CLASS 3 OR GRANULAR MATERIAL AS DEFINED IN MN /DOT 1103. THE MATERIAL SHALL BE HAND PLACED AND DENSELY COMPACTED USING MECHANICAL TOOLS. THE CONTRACTOR SHALL INCLUDE THE COST OF FURNISHING PLACING AND COMPACTING THE MATERIAL IN THE UNIT PRICE BID FOR SEWER PIPff. IN AREAS DESIGNATED, THE MATERIAL SHALL BE MADE IMPERVIOUS BY ADDITION OF BENTONITE CLAY. 0 ROCK FOUNDATION ASTM D -446, SIZE 67 OR GRANULAR FOUNDATION MN /DOT 3138 CLASS 3 IN DESIGNATED AREAS SHALL tE MADE IMPERVIOUS BY ADDITION OF BENTONITE CLAY. FOUNDATION MATERIAL SHALL BE PAID BY TONNAGE BASE OR ON WIDTH SHOWN X THE DEPTH AND X 1.7 TONS PER CUBIC YARD. IF THE TRENCH BOTTOM IS LOOSE SAND, THE CONTRACTOR SHALL COMPACT TO 90% MODIFIED PROCTOR DENSITY AT NO ADDITIONAL COMPENSATION. PIPE BEDDING AND FOUNDATIONS . .� I- Compacted Normal Fill Material, Compacted to 0.513c 951 of the Standard Natural Ground Proctor Density NOTE: The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 501 of the Outside Diameter. TYPICAL PIPE BEDDING CLASSIFICATION C 6" 1 Distance to rL variable 1/2 "r 3 "r 1 /2 "r Top Bituminous Material slope �0 3/4" er ft tV r MnDOT 8618 .I Concrete Curb and Gutter B" 18" 28 "R 12 "R i6" 68 "R j—Top Bituminous Material o : :�.i /2'';..:; �.t• SURMOUNTABLE t iv Concrete Curb and Gutter 17 1/2" 10 1/2" 28" TYPICAL CONCRETE CURB & GUTTER I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 444 Cedar Street, Suite 1500 2013 STREET, DRAINAGE AND TIL PROJECT NO. DESIGNED DRAWN BY ME OR UNDER MY DIRECT SUPERVISION AND THAT EEK DCK IAMADULYLICENSED PROFESSIONAL ENGINEER -- Saint Paul, MN 55101 IMPROVEMENTS DETAILS 15187.000 UNDERTHE LAWS OFTHESTATEOF MINNESOTA j 651.292.4400 CHECKED " tkda.com ERIC E. KUNGBEIL SHOREWOOD MINNESOTA RECORD NO. SHEET NO. LDB DATE 06/22/2013 uc. NO. 49826 13 -01 MSA NO. L NO. 6 DATE BY DESCRIPTION OF REVISIONS CLIENT NO. POL NOTE: MAINTAIN AND CLEAN OUT DEVICES AS NECESSARY TO ACHIEVE PROPER FLOW OF STORM WATER INTO STORM SYSTEM. ABL 0 \REC f \ON OF RUNOFF SUPPORT POST IN -SITU SOIL 2" x 2" WOOD STAKE 4' ON CENTER ENGINEERING FABRIC AS - SPECIFIED (ORANGE) SILT FENCE N i REWIRED AND 2 ( MIRAFI L 2' j RPRAP 011a Filter MNDOT 3601.2B1 SECTION A -A G..W.U. Filer Type IV Ra'RAP CranWw Flter (MNDOT S6012B) SECTION B -B G. °te.tae Fatty Type IV RIP —RAP DETAIL STORM SEWER PLAN NOTES 1. ALL STORM SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF SHOREWOOD SITEWORK SPECIFICATIONS AND DETAILS. 2. REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF MnDOT SPEC 3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE, SIZE, AND STRENGTH CLASS SPECIFIED HEREIN. 3. PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C -477. 4. A 1' -0" TO 1'-4" MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FOR HEIGHT ADJUSTMENT WHENEVER POSSIBLE. 5. JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE WITH RUBBER "0" RING JOINTS PROVIDED ON ALL STORM SEWER MANHOLES. 6. RIP -RAP SHALL BE HAND - PLACED OVER GEOTEXTILE FABRIC AND CONFORM TO MnDOT SPEC. 3601, CLASS III, OR AS SPECIFIED HEREIN. 7. THE GEOTEXTILE FABRIC USED UNDER RIP -RAP SHALL EXTEND 3 FT UNDER THE APRON. 8. FURNISH & INSTALL TRASH GUARDS ON ALL FLARED END SECTIONS. 9. ALL SILT SHALL BE CLEANED OUT FROM THE RIP -RAP AT THE END OF THE PROJECT. ° DESIGNED DRAWN (HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 444 Cedar Street, Suite 1500 2013 STREET, DRAINAGE AND UTILITY PROJECT NO. `w BY ME OR UNDER MY DIRECT SUPERVISION AND THAT Ss ° EEK DCK I AM A DULY LICENSED PROFESSIONAL ENGINEER '- Saint Paul, MN 55101 IMPROVEMENTS 15187,000 UNDER THE LAWS OFTHESTATE OF MINNESOTA Y a m 651.292.4400 DETAILS O m '84 CHECKED m .f+ ERIC E. KLINGBEIL tKda.Cpm RECORD. -. I SHEETNO. LOB DATE 0812212013 uC.NO. 49826 q. p SHOREWOOD MINNESOTA 2 DATE BY 7 _ m DESCRIPTION OF REVISIONS ■ A u a o NO. C 13 -01 1 MSA NO. WIDTH (MAX 24') A MATCH TO IXI IN C SAW CUT EDGE (1/2' EXP. JOI IF CONCRETE) <y eL�C R PV 1/2" EXP. JOINT IF CONCRETE BITUMINOUS %�� O Op TYPE TO JOINT IF O OOOOOOOOOOOOO REPLACE EXISTING) CONCRETE (PANEL WIDTH NOT TO O�OOOOOO TI/ EXCEED 10') MANHOLE COVER ASSEMBLY .- ''- O (�O QO DO bO 00000 00 �Oo WIMCO RD -23 OR APPROVED EQUAL FILTER FABRIC Oo OOo S OOOo00on FLOW DDNE o o 0 DEFLECTOR PLATE 6" MINIMUM DEPTH >S O O Oo O O yl O OOH O� O� A OVERFLOW — CENTER OF FILTER ASSEMBLY / ,O�((�'T1 'Ll O O 1 /2�IX;. JOINT GONG. CURB k CUTTER V` 1" - 11/2" WASHED RD G�! oO0o0 0 5L1 OVERFLOW ®- TOP of FiL CURB BOX CT w \DAN CURB @ VARIABLE VARWBLE 10" FlLTER ASSEMBLY VM \N \M JOINTS GRADE (2.OS MIN) Y GRADE EXISHNG (12R MAX-) 18" MINIMUM CUT OFF BERM Zp BIT. SURF. U'p ApRON MATCH MATCH CURB TO MINIMIZE RUNOFF FROM SIT �MATERIAL _ SECTION A —A CG -23 HIGH -FLOW NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK HIGH -FLOW FABRIC TO STOP MUD MIGRATION THROUGH ROCK. DRNEWAY pMF SURFACE THK'KNESS RACE THICKNESS BTruMINWS 3 INCHES 6 INCHES WIMCO CG -23 HIGH -FLOW OR APPROVED EQUAL CONCRETE 6 INCHES 4 INCHES NOTES 1. BITUMINOUS SHALL BE M,,DOT SPWEB2408 WEARING COURSE 2. AGGREGATE BASE SHALL BE MnDOT 3136 CL S. IOOS CRUSHED STONE. SEDIMENT CONTROL AROUND STORM SEWER INLET ROCK CONSTRUCTION ENTRANCE RESIDENTIAL DRIVEWAY 0 \REC f \ON OF RUNOFF SUPPORT POST IN -SITU SOIL 2" x 2" WOOD STAKE 4' ON CENTER ENGINEERING FABRIC AS - SPECIFIED (ORANGE) SILT FENCE N i REWIRED AND 2 ( MIRAFI L 2' j RPRAP 011a Filter MNDOT 3601.2B1 SECTION A -A G..W.U. Filer Type IV Ra'RAP CranWw Flter (MNDOT S6012B) SECTION B -B G. °te.tae Fatty Type IV RIP —RAP DETAIL STORM SEWER PLAN NOTES 1. ALL STORM SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF SHOREWOOD SITEWORK SPECIFICATIONS AND DETAILS. 2. REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF MnDOT SPEC 3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE, SIZE, AND STRENGTH CLASS SPECIFIED HEREIN. 3. PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C -477. 4. A 1' -0" TO 1'-4" MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FOR HEIGHT ADJUSTMENT WHENEVER POSSIBLE. 5. JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE WITH RUBBER "0" RING JOINTS PROVIDED ON ALL STORM SEWER MANHOLES. 6. RIP -RAP SHALL BE HAND - PLACED OVER GEOTEXTILE FABRIC AND CONFORM TO MnDOT SPEC. 3601, CLASS III, OR AS SPECIFIED HEREIN. 7. THE GEOTEXTILE FABRIC USED UNDER RIP -RAP SHALL EXTEND 3 FT UNDER THE APRON. 8. FURNISH & INSTALL TRASH GUARDS ON ALL FLARED END SECTIONS. 9. ALL SILT SHALL BE CLEANED OUT FROM THE RIP -RAP AT THE END OF THE PROJECT. ° DESIGNED DRAWN (HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 444 Cedar Street, Suite 1500 2013 STREET, DRAINAGE AND UTILITY PROJECT NO. `w BY ME OR UNDER MY DIRECT SUPERVISION AND THAT Ss ° EEK DCK I AM A DULY LICENSED PROFESSIONAL ENGINEER '- Saint Paul, MN 55101 IMPROVEMENTS 15187,000 UNDER THE LAWS OFTHESTATE OF MINNESOTA Y a m 651.292.4400 DETAILS O m '84 CHECKED m .f+ ERIC E. KLINGBEIL tKda.Cpm RECORD. -. I SHEETNO. LOB DATE 0812212013 uC.NO. 49826 q. p SHOREWOOD MINNESOTA 2 DATE BY 7 _ m DESCRIPTION OF REVISIONS ■ A u a o NO. C 13 -01 1 MSA NO. V E 3 S axg O0€ oo. STORM SEWER CONSTRUCTION CHART CONSTRUCTION PIPE LENGTH (FEET) DRAINS TO LINE NO. STRUCT. NO. STREET STATION OFFSET (NOTE 1) TYPE DESIGN TYPE RIM ELEV OUTLET ELEV 12" RCP CL 5 24* RCP CL. 5 29" X 45" ELLIPTICAL RCP CL. 5 LINE NO. STRUCT. NO. SLOPE OF PIPE (�O INVERT ELEV. REMARKS 1 17 -1 Valleywood Circle 20 +80.27 14.03' LT C8 404 947.08 942.50 22 1 17 -2 1.10 942.26 2 17 -2 Valleywood Circle 20 +66.35 0.81' LT.1 MH 409 946.87 942.26 103 2 16 -1 1.10 94113 SEE NOTE 2. 3 16 -1 Valleywood Lane 10 +28.07 11.40' RT MH 409 944.33 941.13 58 3 152 1.60 940.20 SEE NOTE 2. 4 15 -2 Valleywood Lane 9 +68.85 12.33 RT. CBMH 406 943.56 939.70 234 4 16 -3 1.60 935.95 ISEE NOTE 5. 5 16 -3 Valleywood Lane 7 +34.82 2.22' RT CBMH 406 937.84 934.45 104 5 16 -4 1.20 933.21 SEE NOTE 5 6 16 -4 Valleywood Lane 6 +30.60 7.90' RT MH 409 936.35 933.04 95 6 16 -5 1.00 932.09 SEE NOTE 4. 7 16 -5 Valleywood Lane 5 +79.11 97.85 RT. FES 932.09 SEE NOTE 3. 8 16 -6 Valleywood Lane 10+48.19 12.33 RT. CB 404 944.33 941.38 20 7 16 -1 1.00 941.18 9 16 -7 Valleywood Lane 7 +35.54 5.92' LT FES 934.73 14 8 16 -8 0.50 934.66 SEE NOTE 3. 10 16 -8 Valleywood Lane 7 +28.51 12.33' LT CBMH 406 936.76 934.66 28 9 16 -3 0.75 934.45 11 16 -9 Valleywood lane 5 +96.65 12.33' LT CB 404 937.14 934.00 46 10 16 -4 1.25 933.43 12 16 -10 Valleywood Lane 12 +35.82 2.26' RT FES 942.00 46 1 1 it 1 16 -11 1 0.50 1 941.77 SEE NOTE 3. 13 1 16 -11 lValfeywood Lane 112+50.47121.78- LTJ FES i 1 1 941.77 SEE NOTE 3. NOTE: 1. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. DIMENSIONS ARE TO CENTER OF CASTING. 3. DIMENSIONS ARE TO END OF FES. 4. DIMENSIONS ARE TO CENTER OF MANHOLE. 95" DIAMTER PRECAST MANHOLE REQUIRED, MAY NOT BE ABLE TO PRECAST. 2' SUMP REQUIRED. SUMP ELEVATION = 931.04 5. 0.5' DROP IN UPSTREAM STRUCTURE 6. 1.5' DROP IN UPSTREAM STRUCTURE I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 444 Cedar Street, Suite 1500 2013 STREET, DRAINAGE AND UTILITY PROJECT NO. DESIGNED DRAWN BY ME OR UNDER MY DIRECT SUPERVISION AND THAT EEK DCK I AM A DULY LICENSED PROFESSIONAL ENGINEER Saint Paul, MN 55101 IMPROVEMENTS 15187.000 STORM SEWER UNDER THE LAWS OF THE STATE OF MINNESOTA 651.292.4400 RECORDNO. I SHEETNO. tkda.com CONSTRUCTION CHART CHECKED LDB SHOREWOOD MINNESOTA ERIC E. KLINGOEIL ' DB DATE 08/22/2013 LIC. No. 49826 '''WA C 13 -01 MSA NO. I.. DATE BY DESCRIPTION OF REVISIONS CLIENT NO. �w a5� ax €a �ao>< DESIGNED DRAWN THEREBY CERTIFY THAT THIS PLAN WAS PREPARED 444 Cedar Street, Suite 1500 LUI J J I Ktt 1, UKAINAUL ANU U I ILI I Y PROJECT NO. AND BAM A DULY LICENSED DIRECT PROFESSIONALIENGINEEER AT EEK DCK - Saint Paul, MN 55101 IMPROVEMENTS 15187.000 UNDER THE LAWS OF THE STATE OF MINNESOTA � ssl.zs2.a400 RIGHT -OF -WAY &EASEMENTS RECORD NO, SHEET NO. CHECKED tkda.com ERIC E. K "NG9EIL - --- S.T NO. MINNESOTA 9 LDB DATE 08/22/2013 LIC. NO. 49826 p NO. DATE BY DESCRIPTION OF REVISIONS Oi 13-01 MSA NO. CLIENT NO. 1 0 >o t E Y n ' oS L E END 1. THE CONTRACTOR SHALL CONDUCT )PERAT A AND IMPLEMENT MINNESOTA POLLUTION CONTROL AGENCY (MPCA) BEST MANAGEMENT PRACTICES (BMP) TO CONTROL 9. TURF ESTABLISHMENT. ALL EXPOSED SOILS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS AFTER CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY SITE SILTATION AND EROSION INTO DRAINAGE WAYS. THE CONTRACTOR SHALL OR PERMANENTLY CEASED. WHEN A DISCHARGE POINT OF THE PROJECT LIES WITHIN ONE \ �� NLET CONTROL r + COMPLY WITH ALL CONDITIONS AND COMPLETION DATES RELATIVE TO ALL PERMITS ISSUED FOR THE WORK TO BE COMPLETED. THE ENGINEER MAY MILE OF AN IMPAIRED WATER AS DEFINED BY MPCA, EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY ISSUE A STOP WORK ORDER FOR ALL DEVELOPMENT WORK AND BUILDING OR PERMANENTLY CEASED. - - - - - - - - SILT FENCE CONSTRUCTION FOR NONCOMPLIANCE WITH THESE MEASURES. 10. MAINTENANCE AND INSPECTION. EROSION CONTROL MEASURES SHALL BE MAINTAINED 2. SEQUENCING. ALL SILT FENCE AND OTHER EROSION CONTROL MEASURES SHALL BE THROUGHOUT THE CONSTRUCTION AND UNTIL SATISFACTORY ESTABLISHMENT OF / \\ 4" TOPSOIL & SOD IN PLACE AND APPROVED BY ENGINEER PRIOR TO ANY REMOVALS, EXCAVATION OR CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER PERMANENT GROUND COVER IS OBTAINED. SILT FENCE SHALL BE INSPECTED WEEKLY WITH REPAIRS MADE ON THE SAME DAY OR FOLLOWING DAY OF THE INSPECTION. HAS BEEN ESTABLISHED AND APPROVED BY THE ENGINEER. UNSATISFACTORY CONDITIONS NOT REPAIRED OR CLEANED UP WITHIN 48 -HOURS 4" TOPSOIL & SEED 3. SILT FENCE. THE CONTRACTOR SHALLI INSTALL SILT FENCE AT THE LOCATIONS SHOWN OF NOTIFICATION SHALL RESULT IN A STOP WORK ORDER, AND /OR 541D WORK SHALL BE COMPLETED AT CONTRACTOR'S EXPENSE. ON THE PLANS AND IN ACCORDANCE WITH THE CITY STANDARD DETAILS. SILT FENCE DAMS AND INTERIM SUMPS SHALL BE PLACED TO INTERCEPT SILT FROM 11. REMOVAL THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TEMPORARY X TREE REMOVAL CONCENTRATED RUNOFF FROM OPEN GRADED AREAS. ADDITIONAL SILT FENCE SHALL EROSION CONTROL MEASURES, STRUCTURES AND DEVICES ONLY AFTER RECEIVING BE REQUIRED AS DIRECTED BY THE ENGINEER. ENGINEER APPROVAL ALL DEBRIS, STAKES, AND SILTS. ALONG SILT FENCES SHALL BE REMOVED AND DISPOSED OFF SITE. THE CONTRACTOR SHALL HAND RAKE SILTED 4. STOCKPILES. ALL STOCKPILE AREAS SHALL HAVE SILT FENCE OR SEDIMENT TRAPPING AREAS ALONG THE FENCE LOCATIONS TO PROVIDE A SMOOTH FINAL GRADE AND SYSTEMS PLACED AROUND THE ENTIRE PERIMETER. SHALL RESTORE THE GROUND SURFACE WITH SEED OR SOD. AS REQUIRED, TO 5. INLET PROTECTION. THE CONTRACTOR SHALL INSTALL INLET PROTECTION ON ALL MATCH THE FINISHED GRADE TO THE ADJACENT AREA EXISTING STORM SEWER INLETS IN ACCORDANCE WITH THE CITY STANDARD DETAILS. 12. FINAL STORM SEWER SYSTEM. AT THE COMPLENON OF THE WORK AND BEFORE THE INLET PROTECTION SHALL ALSO BE PROVIDED ON ALL PROPOSED STORM SEWER FINAL WALK THROUGH, THE CONTRACTOR SHALL REMOVE STORM SEWER INLET INLETS IMMEDIATELY FOLLOWING CONSTRUCTION OF THE INLET. PROTECTION MEASURES AND THOROUGHLY FLUSH THE STORM SEWER SYSTEM. SEDIMENT AND DEBRIS SHALL BE COMPLETELY REMOVED AND CLEANED AT THE INLETS, 6. ROCK CONSTRUCTION ENTRANCE. A ROCK ENTRANCE SHALL BE CONSTRUCTED AND OUTLETS, AND DOWNSTREAM OF EACH OUTLET. RIPRAP AND GEOTEXTILE FABRIC MAY MAINTAINED TO REDUCE TRACKING OF SILT AND DIRT ONTO REQUIRE REPLACEMENT AS DIRECTED BY THE ENGINEER TO OBTAIN A LIKE NEW THE PUBUC STREETS. A GEOTEXTILE FABRIC SHALL BE PLACED UNDERNEATH THE INSTALLATION ACCEPTABLE TO THE CITY. ROCK. THE ROCK SHALL BE PERIODICALLY REPLENISHED TO MAINTAIN THE INTENDED PERFORMANCE. MUD AND DEBRIS SHALL BE REMOVED OR SCRAPED FROM TIRES 13. CONCRETE WASHOUT ONSITE: ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE AND VEHICLE UNDERCARRIAGE PRIOR TO LEAVING THE SITE. CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR 7. STREET SWEEPING. ALL STREETS USED FOR ACCESS TO THE SITE AND HAUL ROUTES IMPERMEABLE LINER. A COMPACTED CLAY LINER THAT DOES NOT 549-0 USED FOR CONSTRUCTION EQUIPMENT AND MATERIAL SUPPLIES SHALL BE CLEANED ALLOW WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AT THE END OF EACH WORKING DAY. THE CRY OR ENGINEER MAY ORDER ADDITIONAL AN IMPERMEABLE LINER. THE UOUID AND SOLID WASTES MUST NOT sirs SWEEPING OF THE STREETS AS DEEMED REQUIRED. CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM I POSITIVE 8. POSITIVE DRAINAGE AND PROTECTION. THE CONTRACTOR SHALL MAINTAIN POSIT THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE DRAINAGE THROUGHOUT THE SITE AT ALL TIMES. LOW POINTS WITHIN AND ALONG WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT i 2:�. 1 i `•\ ROADWAYS ARE EXPRESSLY PROHIBITED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS TO FACILITATE PROPER DRAINAGE TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. e- , = " -��,�• DURING CONSTRUCTION. TO PROTECT PREVIOUSLY GRADED AREAS FROM EROSION. WOOD FIBER BLANKET SHALL BE PLACED IMMEDIATELY ON STEEP SLOPES (1:3 OR I \ GREATER) AND EMBANKMENTS, PERMANENT AND TEMPORARY PONDS, AND OUTLETS AND OVERFLOWS TO PROTECT THE COMPLETED GRADE AND MINIMIZE SILT IN THE RUNOFF. CITY OWNED LOT 26 25755 l I 01 g °� 4� i cZ CITY OWNED LOT I, J I I 3 f ' r i6° 4' lg�,'�, ::1 : •.. i . ^:^ �. \ J' ,y. -.'' "'' r -- ` .\�'� / 'C ♦. 4� I�'t'' i"4r.D ° -_ ? : 424-- -- z- ,5 ",�j 16 ° _ -,'x t. -' :.. -.... ....: t • • .-.. - .. 1. '•::. ::.. .. ... ... - °. z,f.. .:. - '.....:.. :.. . . --, r -i y i _ l+-,. —_�£� ..�. „• ::n .-: :: t :.�:�� „�_ "' -- �"..^..�^.�.�- New"" _ /`. -i. d ... ..... ..c. -.. .._..... ... .. .... �i _.: -.- ...._1� .... _..::. -. r ... .. ......... ..._ _ RCP .. . 25580 -- - -'--'- - '-- -� �` .. - -.- ...I ` k �r _L- 25925 III 25725 � zsns 25675 zs6 +s 3 CITY OWNED LOT 25875 I N P 2s6so KD 7 B 0 50 1 0 1509 SUNNYVALE LA SCALE IN FEE T 'THEREBY DESIGNED DRAWN EEK DCK CHECKED LDB CERTIFY THAT THIS PLAN WAS PREPARED By ME OR UNDER MY DIRECT SUPERVISION AND THAT LAM A DULY LICENSED PROFESSIONAL ENGINEER UNDER��T,�H,,E LAWS OF THE STATE OF MINNESOTA 7'�V��f - 444 Cedar Street, Suite Saint Paul, MN 55101 651.292.4400 _4" tkda.DDm p 1500 2013 STREET, DRAINAGE AND UTILITY IMPROVEMENTS S H O RE V V OOD MINNESOTA EROSION CONTROL PROJECT NO. 15187.000 RECORD NO. SHEET NO. O ERIC E. KLINGBEIL DATE 061222013 uc. No. 49826 CLIENT No. 13 -01 NO. DATE BY DESCRIPTION OF REVISIONS MBA NO. E I R x c 00 0 a:r NOTES: 1. DRIVEWAY REMOVAL LENGTH SHALL BE DETERMINED IN THE FIELD AS DIRECTED BY THE ENGINEER. 2. CONTRACTOR SHALL SALVAGE MAILBOXES AND MAILBOX POSTS AND REINSTALL AS DIRECTED BY THE ENGINEER. 3. CONTRACTOR SHALL SALVAGE SIGNS AND SIGN POSTS AND D REINSTALL AS DIRECTED BY THE ENGINEER. g 4. REMOVE AND DISPOSE OF EXISTING STREET BITUMINOUS PAVEMENT OFFSITE. 0 50 100 150 SCALE IN FEET DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 444 Cedar Street, Suite 1500 LU13 b I KEE 1, UKAINAUL AN U U 1 ILI I Y PROJECT NO. B ME OR UNDER My AM A DULY LICENSED DIRECT PROFESSIONAILIENGINEERTHAT ,� .. Saint Paul, MN 55101 IMPROVEMENTS 15187.000 EEK DCK U NDERTHE LAWS OFTHESTATEOF MINNESOTA 651.292.4400 EXISTING CONDITIONS CHECKED -`� tkda.com &REMOVALS ERIC E. RECORD NO. SHE ET NO. DATE 06222013 Llc. No. 49826 LDB W221KLINGBEIL SHOREWOOD MINNESOTA 11 L NO. DATE BY DESCRIPTION OF REVISIONS TKDA CLIENT 13 -01 MSA NO. NO. 1 u E g 8 sx oo ma@ _eo STA = 23 +01.48 = 141645.9100 E = 441686.7572 A = 87.57 R = 50.00' T = 47,93' -o L = 75.4220' C/L VALLEYWOOD CIR °'x xiS •o PI STA = 23 +88.98 PI STA = 21 +94.31 / \ N = 141 7552 N = 141584.5745 / E = 44r742.6672 E = 441577.2285 - R = 74. '_� R = 60.88'' T = 64.11' 27• 6J' T = 5' = 89.8389' - .6504' Q p0: 21 30\ Q W W Q PI STA = 12 +77.89 15R• N = 141358.5083 E = 15.27szo11a C/L VALLEYWOOD LA 24.66' R = 271.01' ' 7p pR �' T = 36.19' P1: 20+ 6.5 VP °� ryo L = 71.9480' S59' 35' 12.58 "W BEGIN CONSTRUCTION N 24.67' w 1017.77 STA 0 +25 cq 715' 25 R' VALLEYWOOD L NE — f ^�7 ^i t n Io _71 10 7 4 -- I 0 * n n N�• 2 a o G p N87' 55' 26.75 "W �Q ` a a a 203.72' • • �'' PI STA = 12 +26.50 N = 141354.1742 E = 441418.2105 A = 2.87 ' 3 R = 200.00' W T = 5.02' L = 10.0319' 9 0 0 NEL INE N SUNNYVALE LA xD 0 011 Iuv 150 S IN FEET DESIGNED DRAWN EEK DCK CHECKED LDB I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA - .. -° - _[ ' 444 Cedar Street, Suite 1500 Saint Paul, MN 55101 651.292.4400 tkda.com 2013 STREET, DRAINAGE AND IMPROVEMENTS SHOREWOOD UTILITY MINNESOTA PROPOSED STREET ALIGNMENTS PROJECT NO. 15187.000 I `�•fi�� ERICE. KUNGBEIL DATE 0822/2013 LIC. No. 49826 RECORD NO. SHEET NO. NO. DATE BY DESCRIPTION OF REVISIONS CLIENT NO. MSA NO. 13 -01 e S£ �a Cr` O °I!e °S ova I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 444 Cedar Street Suite 1500 2IJ13 51 KLL I, UKAINAUL ANU U I ILI I Y PROJECT NO. DESIGNED DRAWN BY ME OR UNDER MY DIRECT SUPERVISION AND THAT , EEK DCK I AM A DULY UCENSED PROFESSIONAL ENGINEER - - Saint Paul, MN 55101 IMPROVEMENTS 15187.000 UNDER THE LAWS OF THE STATE OF MINNESOTA 651.292.4400 DRAINAGE IMPROVEMENTS CHECKED 7'K —_!Y`� tkda.COm RECORDNO. SHEET NO ERICE,KLINGBEIL - -� SHOREWOOD MINNESOTA LDB PATE 0 6/2212 01 3 uc. No. 49826 13 -01 MSA NO, 13 NO. DATE BY DESCRIPTION OF REVISIONS J.UEI�T.l n g E oN W� 0 $ E 0 °o , N KD VALLEYWOOD LANE & EUREKA ROAD 0 20 40 60 SCALE IN FEET 1A' N KD NOTE: ELEVATIONS SHOWN AT CURB ARE FLOW LINE ELEVATIONS 944 -7 I � 0� VALLEYWOOD LANE CUL -DE -SAC 0 20 40 60 SCALE IN FEET \ � \ ! ! 944.33 � RIM0. � --^ ..-- i 944.43 - - 944 PROJECT NO. 15187.000 943.8 LHJE 943.56! FLOW LINE ., M.G.OD: LANE ....... ............................ . . _ ............. , :.... . ::....VALL- ... RECORD NO, I SHEET NO. 14 ERIC E. KUNGBEIL DATE 08 @2/2013 LIC. No. 49826 NO. DATE BY DESCRIPTION OF REVISIONS 1 3 -01 MSA ND. .6 - as . J. VALLEYWOOD CIRCLE & VALLEYWOOD LANE 0 20 40 60 SCALE IN FEET l i ! � ! I I i ! 948.'. ! rl CQTCJ .o0 .948.00- )-- - - - -- 1 � i - - - - - -- --- - - - - -- \! ---- -- --i._ VALLEYWOOD LANE & MEADOWVIEW LANE - 0 20 40 60 SCALE IN FEET VALLEYWOOD LANE CUL -DE -SAC 0 20 40 60 SCALE IN FEET DESIGNED DRAWN EEK DCK CHECKED LDB I HEREBY CERTIFYTHAT THIS PLAN WAS PREPARED By MEORUNDER MY DIRECT SUPERVISION AND THAT IAMA DULY LICENSED PROFESSIONALENGINEER UNDER T,H`,ELA.WSOFTHESTATEOF MINNESOTA elz a� 444 Cedar Street, Suite 1500 -'- Saint Paul, MN 55101 651.292.4400 tkda.COm ��q��ue - � A 2013 STREET, DRAINAGE AND UTILITY IMPROVEMENTS S H O REWOO D MINNESOTA 1WENT.O. INTERSECTION GRADES PROJECT NO. 15187.000 RECORD NO, I SHEET NO. 14 ERIC E. KUNGBEIL DATE 08 @2/2013 LIC. No. 49826 NO. DATE BY DESCRIPTION OF REVISIONS 1 3 -01 MSA ND. i z �m s o� 3� `m E O ° E 4 LL ao� CITY OWNED LOT 25925 I I 25875 25850 NOTES: 1. "ADJUST SANITARY MANHOLE" SHALL INCLUDE: A. NEW NEENAH R -1642 CASTING WITH SELF SEALING TYPE LID LABELED "SANITARY SEWER" WITH TWO CONCEALED PICK HOLES B. TEMPORARY ADJUSTMENT OF THE CASTING FOR BASE COURSE AND FINAL ADJUSTMENT OF THE CASTING FOR WEAR COURSE C. NEW PRECAST CONCRETE ADJUSTING RINGS D. "INFI— SHIELD" EXTERNAL SEAL WRAP, OR EQUAL. 2. "ADJUST WATER VALVE BOX" SHALL INCLUDE: A. TEMPORARY ADJUSTMENTS OF THE CASTING FOR BASE COURSE AND FINAL ADJUSTMENT OF THE CASTING FOR WEAR COURSE. B. REPLACEMENT OF ANY DAMAGED STEMS OR MISSING CAPS. CITY OWNED LOT ADJUST SANITARY MH / - -- 13: ADJUST SANITARY MH ADJUST WATER VALVE BOX - ADJUST Gjl1r2� s�2s ADJUST SANITARY MH 25875 3 25875 25875 7 B ADJUST SANITARY MH / a'� CAI 25755 CITY OWNED LOT ( ADJUST SANITARY MH - -`- r ++ 1 ! - ADJUST SANITARY MH - ADJUST SANITARY MH 26020 ! i! r -- - -- -- - -- .____— CITY OWNED LOT 25925 I I 25875 25850 NOTES: 1. "ADJUST SANITARY MANHOLE" SHALL INCLUDE: A. NEW NEENAH R -1642 CASTING WITH SELF SEALING TYPE LID LABELED "SANITARY SEWER" WITH TWO CONCEALED PICK HOLES B. TEMPORARY ADJUSTMENT OF THE CASTING FOR BASE COURSE AND FINAL ADJUSTMENT OF THE CASTING FOR WEAR COURSE C. NEW PRECAST CONCRETE ADJUSTING RINGS D. "INFI— SHIELD" EXTERNAL SEAL WRAP, OR EQUAL. 2. "ADJUST WATER VALVE BOX" SHALL INCLUDE: A. TEMPORARY ADJUSTMENTS OF THE CASTING FOR BASE COURSE AND FINAL ADJUSTMENT OF THE CASTING FOR WEAR COURSE. B. REPLACEMENT OF ANY DAMAGED STEMS OR MISSING CAPS. CITY OWNED LOT ADJUST SANITARY MH / - -- 13: ADJUST SANITARY MH ADJUST WATER VALVE BOX - ADJUST SUNNYVALE LA WATER VALVE BOX 3 N � DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED - 444 Cedar Street, Suite 1500 2013 STREET, DRAINAGE AND UTILITY PROJECT NO. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT EEK DICK IAMADULYLICENSED PROFESSIONAL ENGINEER Sault Paul, MN 55101 IMPROVEMENTS 15187.000 UNDER THE LAWS OF THE STATE OF MINNESOTA 651.292.4400 SANITARY SEWER IMPROVEMENTS O LDKED fGSEIL tkda.com SHOREWOOD MINNESOTA RECORD NO. SHEET NO, ERIC E. KLINGBEIL -' LDB DATE 08122+2013 Uc, NO. 49826 T NO. DATE BY DESCRIPTION OF REVISIONS ® CLIENT NO. 13 -01 IMSA NO. 25875 25875 3 25875 25875 7 B SUNNYVALE LA WATER VALVE BOX 3 N � DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED - 444 Cedar Street, Suite 1500 2013 STREET, DRAINAGE AND UTILITY PROJECT NO. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT EEK DICK IAMADULYLICENSED PROFESSIONAL ENGINEER Sault Paul, MN 55101 IMPROVEMENTS 15187.000 UNDER THE LAWS OF THE STATE OF MINNESOTA 651.292.4400 SANITARY SEWER IMPROVEMENTS O LDKED fGSEIL tkda.com SHOREWOOD MINNESOTA RECORD NO. SHEET NO, ERIC E. KLINGBEIL -' LDB DATE 08122+2013 Uc, NO. 49826 T NO. DATE BY DESCRIPTION OF REVISIONS ® CLIENT NO. 13 -01 IMSA NO. it f' LU fl 0 d �m >A m �m YnY� OoE° i ,7 I I n t � t �m t Ea BA t �a S Y cl ooh a i m�oe C /L —C /L STA. 19 +50 STA. 10 +17 I ! ! ! w O 1 r=n O ! w li rn W J ` J /1 1 � 1 PROPOSED C/L PROFILE VALLEYWOOD CIRCLE N� xCJ 0 50 100 I50 SCALE IN FEET DESIGNED DRAWN EEK DCK CHECKED DDB I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED gYMEOR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA _ — - �'I�`IL 444 Cedar Street, Suite 1500 - - Saint Paul, MN55101 651.292.4400 .... tkda.com A 2013 STREET, DRAINAGE AND UTILITY IMPROVEMENTS SHOREWOOD MINNESOTA VALLEYWOOD CIRCLE From Valleywood Lane STREET AND STORM SEWER IMPROVEMENTS PROJECT NO. 15187.000 RECORD NO. SHEET NO. 17 ERICE.KLINGBEIL GATE 08/22/2013 LN;. No, 49826 NO. DATE BY DESCRIPTION OF REVISIONS CLIENT NO. 13 -01 MSA NO. 1 I 9 a >- ;:.. .� E ':° ,y°q O o E a aDu w> .�i i i. 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DESIGNED DRAWN EEK DCK CHECKED LDB I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTi HE LAWS OFTHESTATEOF MINNESOTA Yui�~ /ip��' >- 444 Cedar Street, Suite 1500 -' -- Saint Paul, MN 55101 651.292.4400 : , tkda.cOR1 - 2013 STREET, DRAINAGE AND UTILITY IMPROVEMENTS SHOREWOOD MINNESOTA VALLEYWOOD CIRCLE From Valleywood Lane to End CROSS SECTIONS CT NO. 7.000 hRE..R. SHEET NO. ZC ERIC E. K "NDBEIL DATE 08/22/2013 LID. No. 49826 NO. DATE BY DESCRIPTION OF REVISIONS CLIENT NO. MSA NO. 13 -01