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2005-07-24_CHANHASSEN_INTERCONNECT_WOODHAVEN_WELL -I PLAN SYMBOLS STATE LINE COUNTY LINE TOWNSHIP OR RANGE LINE SECTION LINE OUARTER LINE SIXTEENTH liNE RIGHT-OF-WAY LINE SLOPE EASEMENT PRESENT RIGHT-OF -WAY CONTROL OF ACCES LINE PROPERTY LINES (EXGEPT LANO LINES) VACATED PLATTED PROPERTY CORPORATE OR CITY LIMITS TRUNK HIGHWAY CENTER LINE RETAININC WALL RAILROAD RAILROAD RIGHT -OF' -WAY RiVER OR CREEK DRY RUN DRAINAGE DITCH DRAIN TiLE CULVERT OROP INLET GUARO RAlL BARBED WIRE FENCE WOVEN WIRE FENCE CHAIN LINK FENCE RAILROAO SHOW FENCE STONE WALL OR FENCE HEOGE RAILROAD CROSSING SIGN RAILROAD CROSSING BELi. ELEC TRIC WARNING SIGN CROSSING GATE MEANDER CORNER SPRINGS MARSH TIMBER } ORCHARD BRUSH NURSERY CATCH BASIN FIRE HYDRANT CATTLE GUARD OvERPASS (HIGHWAY OVER) UNDERPASS (HIGHWAY UNOER) BRIOGE BUILOING (ONE STORY FRAME) F - FRAME C - CONCRETE S - STONE T - TILE B - BRICK ST - STUCCO IRON ROO OR PIPE MONUMENT (STONE. CONCRETE. OR METAL) WOOOEN HUB GRAVEL PIT SAND PIT BORROW PIT ROCK QUARRY UTILITY SYMBOLS POwER POLE LINE TELEPHONE OR TELEGRAPH POLE LINE JOINT TELEPHONE AND POWER ON POWER POLE ON TELEPHONE POLES ANCHOR STREET UGHT PEDESTAL (TELEPHONE CABLE TERMINAL) GAS MAIN WATER ...AIN CONDUIT TELEPHONE CABLE IN CONDuIT ELECTRIC CABLE IN CONDUIT TELEPHONE MANHOLE ELECTRIC MANHOLE BURIED TELEPHONE CABLE BURIED ELECTRIC CABLE AERIAL TELEPHONE CABLE SEWER (SANITARY OR STORM) SEWER MANHOLE SCALES INDEX MAP ,...J".... PLAN ~~~~.. o 50 PROFILE HORIZ. fI,f',." o VERT 1"1,,'".'" o M;\l074-490\caa\2006..proJect\1074.TS.dwg, 8/2/2006 1;00;17 PM _5L- Ullll.~'" . ". I ~ ----y-y-v-v - NAMr-:=:- SIZE 0=====' -1-)1- -lL. -::!.ll- ...f!....--9:.11_ ~ ~ ~~- ! ~ Ei . 0- -'J) . . .. . j e . CB ~ -t-~-f- 17$= t;l 11-s-rl~ 75 o MaNU. . @ @ @ @ -<}---9- ~ @l @l ~ o ~PEO. -G- :;;e=: T = :;;e=: P = CD rn -T-BUR- -P-BUR- -T-AE - 800 1600 '00 50 100 W A TERMAIN THE CHANHASSEN TO CONNECTION CITY OF FOR THE CITY OF SHOREWOOD CONSTRUCTION PLAN FOR WATERMAIN LOCATED ON APPLE ROAD & STRATFORD PLACE CITY PROJECT NO. 05-02 /~ I)f./ll=-;:: \\\ \ ~ "CE",oe ~ ~ ~ '" (S,. ~ g-~ ~~ ~~~ J ~~~l' 1 r ~ ~~ ~~f>,(~ 1UU):-i~ rnbiCT r-'=! '1. 'It // ::<tt'H\CH~ c:J ~ ~,~ IsP 7 1 ~~'~ (\R ~ ~ ~~~ 1\ ~t ~ 11 ~i!J:tf1~ <,~ ~(~ ~~ ~U ~ ~ L " '_~ WL ~ s1 -I;:;;;~ ~~ '~~'U ~' I:-" t::; rt---'" .~, r: S I15!HII II f- f~ d!' ~J. ~ ~'/ I ~o:: \ I) 11 '6 II ~ ~ ~~i~~ ~ GALPIN Y (/~ ~.IN ) ~ :=:::1 ~ ~ lZ J'ROJ~TIi:r: ~'i"<<E L .--\ ff 151 dJY~t -L r, lJ1J r I-~ ~~ ROAC ~ fi}.~~( \ Lrl h ~~ -1 I }, -\ 'l.\ j k!: n 1- VI;!:. ~ eXl ~ ~ ~ 1 fl.. :/' L ~t 1 r ' \ I ~ ~ b( I ~ ~t ,,07 ~ ~t/I~-N!tJ.~)~ ~/ . ~1 -- ~ H /1 Y ~ {1 ki I >--L- Y I -f[}JLfv y =---:,\'\ 1_ ; ~ O~)':'^'~:~~~i~f;" r~-'~I =~ E7~ ~ 1/ ~0 =, '( I) r I~D 1nL~1~\' ST. ~~ . ~~ ~ (f) ,/ I ~ lDJ . n",_, ~ ~~ \1\lY "'Z ~ j) ALBANS GIDEON'S BAY CHRISTMAS LAKE ,,~ THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF PRIVATE UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL-INCLUSIVE. THE CONTRACTOR IS TO DETERMINE THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO EXCAVATION NOTICE SYSTEM A CALL TO GOPHER STATE ONE (651-454-0002) IS REOUIRED A MINIMUM OF 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION. S N. 40266616 10 )f CITY PROJECT NO. 05-02 GOVERNING SPECIFICATIONS THE 2000 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION." ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL COMFORM TO THE MN MUTCD INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS ~~k~~I~~NUARY, 2001. ALL TRAFFIC CONTROL DEVICES SHALL HAVE RETROREFLECTlVE ~g~ ~fRfr,.O~EWU~~~TYG~~E:tT~J~T~g~IC!,Tfto~ ~ND~Tl6~ANDARD DETAIL PLATES WATERMAIN AND SANITARY SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY ENGINEERS ASSOCIATION OF MINNESOTA STANDARD UTILITIES SPECIFICATIONS. INDEX SHEET NO. DESCRIPTION TITLE SHEET 2 GENERAL LAYOUT ;\ STANDARD DETAILS REMOVAL PLAN 5 WATERMAIN IMPROVEMENTS 6-8 SWPPP ole EROSION CONTROL PLAN 9-10 PRV DETAILS ALL APPLICABLE FEDERAL. STATE, AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. A WSB ~ili 101 Xenia Avenue South. Suite 300 Minneapolis, MN 55416 www.wsbeng.com &" AssocjalllS. Inc;, ~,~ 163-S41-4800.Fa~763-$41.11OO INFRASTRUCTURE U ENGINEERING . PlANNING' CONSTRUCTION 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. ENGR. () ~ KEVIN B. KAWLEWSKI, P.E. DATE 07/24/2005 lIC. NO. 25496 City of Shorewood DepL of Public Works and Engineering 5755 Country Club Road Shorewood. Minnesota 55331 (612) 474-3236 SHEET NO. 1 OF 10 SHEETS ~ :& ~~ BRACKE TS ROAD M;\1074-490\caa\2006..prllJect\1074-49-GLawg, 8/2/2006 1:00:26 PM I ~- a loa NOTES: APPLE ROAD & STRATFORD PLACE - TEMPORARY TRAFFIC CONTROL: 1) MINIMUM TRAVELED LANE WIDTH SHALL BE 10-FEET. 2) MAXIMUM WORK SPACE SHALL BE 300- FEET. 3) TRAFFIC CONTROL DEVICES MAY ONLY BE ERECTED DURING DAYLIGHT HOURS. 4) TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE ROADWAY DURING NON-WORKING HOURS. TRENCHES SHALL BE BACKFILLED ANO COMPACTED TO ALLOW TRAFFIC TO TRAVERSE THE WORK SPACE. 5) GROUND MOUNTED TRAFFIC CONTROL SIGNS SHALL NOT BE COVERED DURING NON-WORKING HOURS. 6) TEMPORARY TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE STANOARDS ILLUSTRATED IN THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD). APPENDIX B, AND TEMPORARY TRAFFIC CONTROL ZONE LAYOUT FIELD MANUALS OA TED DECEMBER 2001. LA YOU T 79: LANE CLOSURE TWO LANE / TWO WAY ROAD 7) WHEN NOT IN USE, HEAVY EOUIPMENT SHALL BE PARKEO AS FAR FROM THE ROADWAY AS REASONABLE, WITHIN THE PUBLIC RIGHT-Of-WAY OR AT THE WOODHA VEN PUMP HOUSE SITE. I 200 THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF PRIVATE UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL-INCLUSIVE. THE CONTRACTOR IS TO DETERMINE THE TYPE ANO LOCATION OF PRIVATE UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO CITY PROJECT 05-02 WATERMAIN IMPROVEMENTS GENERAL LAYOUT SHEET 2 ~ Z" ~~ ~ g ii & ,ial ~ ~ i 0 ~ z '" ~ ;:; 0 or u ~ c;~ I ~ ~~~ i~~ ~ -~ ~ ~~i. '" '" ~tig~ .: ~gSi ~ ~!i~~ ; ii ~i~~ ~ ~ ;! !~~: .; ~ l~~~ Z 0 " 0 ~ ~ ~~i~ ~ ?; ;: t:1_~ 0 Slfi: ~~~~ _3:o(~ Z ~ 0 W <( t= ... l- t) en 0 w >- z en en z z W 0 w Z t) en z en Z ::; <( J: ~ ~ Z c:: <( Cl W J: ... t) 0 <( ~ u. 0 0 0 >- ~ <( ... W 0 U 0::: c:: w w 0 J: ...J ... :r: c.. c.. 0 en <( ... ~;~ !~ .~:R~ ~g cnZIU :;;f!: ~~.~ ~~ ~a~ 8". al 10 ~ ~~ ~ ~ ..,~ J ~ Ef ifj;=,,= H - ,_ .Cl ~~lli /I OF 10 SHEETS TEE AND BEND BEND PLUG TO BE POURED AGAINST UNDISTURBED SOIL (BEARING AREA) NOTE: 1. THRUST BLOCKING TO BE USED FOR BENDS 22-1/2' AND OVER 2. THRUST BLOCKING SHALL ONLY BE USED WHERE WORKING PRESSURES ARE LESS ~150 PSI - PIPE SIZE BEARING AREA 6" 4.0 SO. FT. 8" 6.0 10" - 12" 12.0 16" 20.0 THRUST BLOCKING THAN 5' 6" 8'x 4' x 4" THI 6' 6" NOTE: STORM DRAIN CROSSING 8'x 8'. 4" THICK CEN TER OVER PIPE STYROFOAM HI-35 BRAND PLASTIC FOAM OR APPROVED EQUAL INSULA TION DETAIL M;\1074-490\cad\2006Jlroject\1074-49-DET.dwg, BIi./l006 1:00;30 PM NOZZEL SECTION 00 ...... ,.., 00 ...... '" ... '" ...... .on Gi ....... on ,.., e B I n OPERA TlNG NUT 2 1/2 " HOSE CONNECTION (THREAD SIZE 3 1/16 " 0.0. 7 1/2 " T.P.i.) 4 1/2 " PUMPER CONNECTION (THREAD SIZE 5 3/4 " 0.0. 4" T.P.i.) NUT CAP WITH CHAIN ... ...... ,.., ,.., 2 1/2 " NORMAL GROUND LINE NOZZEL ARRANGEMENT TWO 2 1/2 " HOSE NOZZELS ONE 4 1/2 " PUMPER NOZZEL NOTES; 1. 16" BREAKOFf SECTION 2. LEFT HAND OPERATING NUT (1 1/2 " POINT TO FLAT) 3. DRAIN HOLES ABOVE NORMAL WATER TABLE TO BE OPEN. DRAIN HOLES BELOW NORMAL WATER TABLE TO BE PLUGGED, WITH PUMPER. NOZZEL PAINTED BLACK 4. HYDRANT TO BE ORDERED FOR 8' - 6" BURY. PACER MODEL WB-100 HYDRANT INSTALLATION DROP LID T~er No. 6860 Mueller No. H-1D361 7.5' MINIMUM COVER REQUIRED OVER lOP OF WATERMAIN PROVIDE VALVE STEM RISER TO WITHIN 1.0' OF THE SURF ACE IF THE DISTANCE FROM THE TOP NUT OF THE VALVE TO THE SURFACE IS GREATER THAN 8.D' Grode TOP T~er No. 6860 26" Mueller No. H-10361 26" ~g~un ~~P st9 Tb/~R~~6kor2.G~}DE. ADJUSTMENT. TYLER NO. 6860 MUELLER NO. H-l0357 GATE VALVE BOX, SCREW TYPE. . ~ ~~f,E'7:~ J/1;Tf~DA[J' SIZE ~ EXTENSION T~er T~er Tyler Mueller Mueller No. 58 14" No. 59 18" No. 60 24" No. 58 14" No. 59 20" B GATE VALVE ADAPTER: 1/4" STEEL WITH PROTECTIVE COATING 1/2" RUBBER GASKET INSTALLED BOWlEEN THE GATE YALVE AND GATE VALVE ADAPTER. BASE RESILIENT WlEDGE VALVE CONFORMING TO AWWA C-509-80 STANDARD BOTTOM T~er Mueller No. 6860 65" No. H-l0361 65" 8" CONCRETelsLOCK GATE VALVE AND BOX INSTALLATION "HYDRANTS SHALL BE WA TEROUS PACER" (WB-1DO PACER OR EQUAL - WITH OIL RESEVlOR) 3' EXISTING OR FUTURE CURB OR GUTTER LINE HYDRANT VALVE BOX STREO ~ in 8" CONCRETE BLOCK HYDRANT TO BE SECURL Y COVERED WI TH A BLACK PLASTIC WRAP OR BAG TO INDICATE THAT IT IS OUT Of SERVICE. 2.07. N 3' AS REQUIRED 10' TYPICAL i ~ j-.. 1 CUBIC YARD OF 1 1/2" CLEAR ROCK AND 2 LAYERS OF POLYETHYLENE (4 MIL.) NOTES; 1. ALL HYDRANTS SHALL HAVE WlEEP HOLES. 2. MINIMUM 7.5' COVER OVER MAIN. 3. O'o~2T~~TfR~ZZgl'fVE~APT~ESHpAA1~l~:At~11? ::~mDT9>E~E~'1NRuh~ttlRfl~~R~p~~~ND REfLECTIVE PAINT CODE 4. HYDRANT INSTALLATION SHALL INCLUDE A WITNESS POST. THE TOP 12" OF THE POST SHALL BE PAINTED WITH SIERRA BRAND REFLECTIVE PAINT CODE M0525 SIERRA SILVER ALONG WITH "HYDr SIGN INSTALLED PERPENDICULAR TO THE ROADWAY. THE SIGN SHALL BE MADE OF ALUMINUM WITH 3M BRAND OR EOUAL ENGINEERING GRADE REfLECTIVE SHEETING. 5. ALL JOINTS SHALL BE RESTRAINED VIA MEGA-LUGS MECHANICAL JOINT RESTRAINT. 6. A~L HYDRANTS TO BE PLUMB TO VERTICAL AXIS, MAXIMUM ALLOWABLE DEVIATION TO BE 1/2" PER fOOT QF HYDRANT. - GATE VALVE WITH ADAPTER - TEE TYPICAL HYDRANT INSTALLATION STANDARD DETAILS CITY PROJECT 05-02 SHEET 3 ii z. ~~ ~ 0 5 ~ ~ l!' ~ I 0 ~ % '" ~ C 01 0 ~:l! 2 g ~Z' ,0- ~H ~ ~ . ~~i~ ~ '" N 6t;:2!i .: ~~.i ~ 5l=g:i ._ f~ ii 2~~~ ~ !i III::J~'" ~~~; :~ ~~~~ ~~ ~~i~ " ~ ~t~ N 0 ~i!lZ ~ ~U~ z~ <( Qw t-t- I- uen 0 w>- zen en Zz w Ow Z uen zen Z <(<( ~ -:I: ::?Ez 0::<( Cl W:I: t-u 0 ~~ 0 c>- ~ <(t- W 0- o::U 0::: W 0 W:I: ...Jt- :r: 0..0 en ~t- ~;e .~~t cn.~~ :; llii:! ~l~ . .. n . c <~ ~ .! I: ~1S Hi ..or :e~ .z .0 'U 8. i~ 11 .Z~ ". a '" u '" i ~~II OF 10 SHEETS E~ TC=1000.40 \ EX.SAN MH ~PP t - ~- - - - - - - :.=-, TC.~.1005'09_ ..' .' ....- --.-- Y~.>- .- ..-' 1+02.-=~ . ,~, ...-.' ~ ----' '.'..,' ..- -* .,-:;-::::> --\~.~.-=-=-=~..._.. -'" .... ." ." O+~- ~,----' ..-...-.". ^\ "'_NV c% , 1 ^ ~ . ,oj' ,~: (:rlP 6 HRUS 6" , ^Q~ INV~'" ". 100'2.48 ", G(\ EX.CS EX.CS ,;,'. i\\ TC=1005.22 TC=1004.93 \\'. \\' INV.l002.52 INV.l002.53 ,\ 'i ,., "- i~\ 4. ~~ [x.es EX.SAN.MH ..> '0S TC=1005.47 TC=1005.S4 ~ ~ "0 INV.l002.S7 ~ z "" cg,~", -; ~CS 0>- ,.,U M:\1074-490\cad\200G.p'oject\1074-49-01REMOVALdw9, 8/212006 1:00:40 PM APP E ROAD EXC8 TC.96751 INV 963.9' EX.CS TC 967.62 INV.963.42 ------.--.... - , 6+00 +' WOODED REMOVE BITUMINOUS PAVEMENT SAW CUT FULL DEPTH REMOVE BITUMINOUS PAVEMENT SAW CUT FULL DEPTH REPLACE ~ ~ ~- OFT JO I 60 ~ VAR MA TCH EX WIDTH EXIST LN ~' VA~) SEcnON - . /SAW CUT . (FULL DEPTH) r-::::::::::::::::::::::~J 2.0" TYPE 41 WEARING COURSE TACKCOAT 2.5" TYPE 31 BASE COURSE 8" CLASS 5 (1007. CRUSHED) 24" SELECT GRANULAR GEOTEXTILE FABRIC (TYPE 5) SEE APPLE ROAD REPLACEMENT APPLE ROAD CITY PROJECT 05 02 APPLE ROAD REMOVAL PLAN SHEET 4 ~ ~ ~~ ~ u lil ~ ~ c % '" . ~ ~ ~ ~ Ai :2 ~ 0 f~. :~i .. 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II L.. i III. .1, 'Ill ,I, -I' /l I, . r II l i'rll s.... ! i I . 3N'v'1 11tH BON>i 11 . 0<;+0''v'15 10 a a a a a a en OJ a OJ OJ a r--- OJ a <D OJ a 10 en a ~ OJ a n OJ 00.96. 0 Ul 0196 + ..... Ol96 0 0 1>"\:96 + r-- 61>96. 0 '" 8996 + "' 6896 N 0 a 0 I l'IL6 + lfl "' a 0- u w <;\:L6. --, a ~ 0.. 0 >- Ul I- 6<;L6 + u Ul S8L6 0 0 ll86 + '" 0.:1>86, 0 Ul 8'986 + .,. .l686. 0 0 0<:66 + .,. S1>56 0 '" I'L66 + '" S556 0 0 51001 + '" (/) 0- W w I (/) o L- a lfl 0- W w I (/) 0- C3~ a:: <( '::~ &~ <( <i. (/) I- Z w ::E w > o ~ 0.. ::E z <( ::E ~ W I- <( :s: SWPPP PROJECT AND CONTACT INFORMATION Project Description This project consists of the construction of watennain along Apple Road and Stratford Place. Receivinq Waters The stormwater runoff from this project will continue to be directed into existing storm drainage facilities maintained by the City of Shorewood. Responsible Parties The City of Shorewood and the Contractor are responsible for implementation of the SWPPP and the installation, inspection, and maintenance of the erosion prel.€ntion and sediment control BMPs before and during construction. City of Shorewood: Stel.€ Gurney, P.E. City Engineer 701 Xenia AI.€ S, Ste. 300 Minneapolis, MN 55416 Contractor: TBD Construction Notes: Construction shall be gOl.€rned by Mn/Dot Spec Book and the special pro\isions. Soils maps for the project are in the SWPPP - Project Manual. The contractor shall keep the inspection and maintenance log on-site at all times. Timinq of BMP Installation The Erosion Prel.€ntion and Sediment Control 8M p's shall be installed as necessary to minimize erosion from disturbed surfaces and to capture sediment on site, and shall meet the City of Shorewood's Erosion Control Requirements. M:\1074-490\cad\2006.JlroJect\1074-49 ER05JON_SWPPPl.dwg, B/2/2006 1:00:5B PM Contacts AGENCY MPCA DNR Pennit ACOE State Duty Officer Design Erosion Control Re\iew Erosion Control Supef'.1sor PERMIT NPDES N/A N/A NAME Brian Gow N/A N/A MPCA Tom VolI Terrance Jeffery Stel.€ Gurney TMDL Implementation Plans Containing Storm Water Requirements: There are no TMDL waters associated with this project. Calculations: Irnpef'.1ous Before Construction = Impef'.1ous After Construction = Area to be disturbed = 0.19 Acres 0.19 Acres 0.38 Acres I CITY PROJECT 05-02 PHONE NUMBER 651-296-7036 ~ ! ~ g ~~ ~ .. ~ i 1 . 1D t;!: a @ 2 a 2 0 ~~ z ~ ~ ti < 2 o ~ ~ ~:l ! ~ ~~ffi ~~I .. m ~~i~ . '" oJ N ~~"'~ .: 8~~1 ;;: ~~f:; ~ ~ 2~~~ ~ !l VI::IQI- :~;l .. .. 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