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/ _LEGEND
<br /> PROPOSED EXISTING
<br /> CURB&GUTTER
<br /> / o STORM SEWER
<br /> /
<br /> SANITARY SEWER ��►�� d-v-©FORCEMAIN(SAN.) o--►III►-0 T--D m p Rnf ra
<br /> / 11"PVC SANITARY STUB WATERMAIN N-1-♦/ -^o--I ¢ enpineeRnO nOplannllWenarpy 21"PLUG,IE=891.77 EASEMENT _.rr-rrr- .rr rrl
<br /> DRAINTILE 148M 26M ka N.SW 140
<br /> / HYDRANT/ GELECTRIC AS LINE U0 us 6"RSV IIILlpl,NIRngSOID 65447
<br /> 8'X6"REDUCER -LIE uE
<br /> 170476.00 MMM
<br /> FFS aT TELEPHONE -UT- m
<br /> 77 LF-12"CMP@OAS% - ��4� � Illk
<br /> IE-916.60 UTILITY CONSTRUCTION NOTES www.mtrd.lwm
<br /> A. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE"STANDARD UTILITIES
<br /> / ( SPECIFICATIONS"AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA(CEAM),EXCEPT AS MODIFIED HEREIN. Client
<br /> CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS.
<br /> L ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS. die C.+.�.+�{w..
<br /> 7 Fe
<br /> 2. CONTRACTOR SHALL NOT OPEN,TURNOFF,INTERFERE WITH,OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN
<br /> BELONGING TO THE CITY UNLESS DULY AUTHORIZEDTO DO SO BYTHE CITY.ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF THE CONTRACTOR P2. CONSTRUCTION
<br /> FES / 7'"" 3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN(BUILDING,STORM
<br /> IE=9i6. - LLL555 IF
<br /> IF
<br /> AND SANITARY)CROSSINGS.
<br /> B. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN.
<br /> 1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THEM. Project
<br /> SAN SERVICE
<br /> 111 CLEAN OUT 2. ALL SANITARY SEWER TO BE PVC SDR-35,UNLESS NOTED OTHERWISE.
<br /> / LQ 2"7DIA70MAIN _--_ IE=909.30 V 1 LL.S
<br /> LIQUOR STORE 3. ALL WATERMAIN TO BE DUCTILE IRON-CLASS 52,WITH 7.5 FEET MINIMUM COVER.
<br /> s% 13,362SF (2)6"-BEND SUPERETTE
<br /> FFE=917.60 4. ALL STORM SEWER PIPE TO BE REINFORCED CONCRETE PIPE WITH R-4 JOINTS,AND RUBBER GASKETS.
<br /> 12"ROOF DRAIN 6"DIP WM
<br /> 3 LF-21 PVC 6"CONDUIT FOR CONNECTION S. RIP RAP SHALL BE Mn/DOT CLASS 3.
<br /> VC@0.22°.f FUTURE WATER
<br /> / C IE=913.55
<br /> MH-IDS CONNECTION INVERT AT BOTTOM OF WALL MH-1D1 C. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE,EXIT PORCHES,
<br /> -WITH 5AFL BAFFLE _ - -ELEL'----21350 RE=91750% RAMPS,TRUCK DOCKS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
<br /> 15"HOPE @b:S�96 RE=913.00 - 50 LF-12"HDPE @ 3.15% IE=913.45/ .4,
<br /> -BelIE=908.66 _ - MH-102 97 LF-6"PVC 6 D. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE
<br /> f908.85 / SUMP=9D6.66 RE=91660 SAN SERVICE@1.2%
<br /> IE-908.85 \ - PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. Location
<br /> R CL 3 RIP RAP / INSTALL TIN. NT ELBOW- IE=911 87 "' SAN WYE THE INFORMATION IS NOT TO BE REUED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY
<br /> L*- MIN. INTO SUMP
<br /> "' -. a. - IE�08.02 a COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.IT SHALL BE THE LAKES,
<br /> A
<br /> 12'GATE VALVE - - - "GATE VALVE L!'1K M N
<br /> 118 LF;-15"HOPE @ 0.78% -' - 50 U 12'- 6 RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFUCT WITH THE PROPOSED IMPROVEMENTS LINO E�1 •_
<br /> /8'GATE VALVE J1� HOPE @ 3.15%ti "X 6"REDUCER SHOWN ON THE PLANS.THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR,BY CALLING GOPHER STATE
<br /> 32 LF-12"HDPE @2.3% - �- --- - -----=--SAN WMb- 8"CROSS ONE CALL AT 45"002.
<br /> 8"DIPWgTERMAIN IE=9D7.65 HYDRANT
<br /> I 1 6"RSV E. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE
<br /> 1681E- @ 1.5 00 LF-8"PV @ 1.5% 8"X6"REDUCER
<br /> MH D2 CONSTRUCTION PHASES OF THIS PROJECT.THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE
<br /> �- h ME"REDUCER
<br /> OUTSIDEDROP ✓1h04 LF HDPE @ 0.5p% ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OFTHIS PROJECT.
<br /> RE4915.94 / / LF 15"HDPE @ 1.0% CBMH-106 CBMH 304 N N MH 03
<br /> 1 IE=902.1ZE _ -- -BE2lJa - RE_914J2/F _ -- - -- RE=914.82 F. SAFETY NOTICE TO CONTRACTORS:IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,THE CONTRACTOR WILL
<br /> \h IE 891.13 NE,:SW /' IE=909.60(N) IE=909.78 -_= 6'GATE VALVE IE=907.94
<br /> 21 LF-15"HDPE @ 0.7% o •- BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY
<br /> • / y - IE=908 58(5W) MH o3 '. - 6"-BEND DURING PERFORMANCE OF THE WORK.THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
<br /> FES-302 PRINSCO TANK 32 LF_6"PVC
<br /> RE=913.75 CIS-103 HOURS.THE DUTY OF THE ENGINEER IN THE DEVELOPER TCONDUCTCONSTRUCTIONREVIEW'S THE CONTRACTORS
<br /> IE=9o8.15 WQU6040B IE=905 04 E $qN SERVICE @ 15% ftE=914.40 PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN,ON OR NEAR
<br /> 3 R CL3 ftIP RAP IE=9DBA7(IN) a � IE-904.94 W SAN SERVICE IE=914.4
<br /> /Q IE=9D8.30(OUT) CLEAN OUT __ .30 A THE CONSTRUCTION SITE. Ce�I11CatIOn
<br /> 12"DIP WATERMAIN ",y, / 25 LF-12"PVC @ 2.0%
<br /> 1 A
<br /> IE=908.13 6'-BEND (hereby certlly that Mrs plan,speWtion or
<br /> 12"-1 CONNECTION,IE=910.22 G. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. report waz prevaretl by me orunder my dircR 12"RNECDRAIN SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD.` / ---- O �:0; GAS STATION CONNECTION p supervision and ENGINEER
<br /> ama rthe I nud
<br /> 188 LF-21"PVC / I .'"I B4OB7 SF IE=910.72 I I' professional ENGINEER under the laws of the state
<br /> �- PVC @0.7% / ____- GAS PUMP`. :�, FFE=915.90 6"DIP W I I o H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, of Minnesota.
<br /> CANOPY u WARNING SIGNS,DIRECTIONAL SIGNS,FLAGMEN AND LIGHTS TO CONTROL MOVEMENT OF WHERE NECESSARY.
<br /> CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT-OF TRANSPORTATION STANDARDS.
<br /> o
<br /> / �►/90,\` J --� - -O I. ALL-SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER.EXCAVATION FOR THE PURPOSE OF REMOVING
<br /> UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER.THE UTILITY BACKFILL CONSTRUC TON Mlchae!C.BIa dt
<br /> SHALL COMPLY WITH THE REQUIREMENTS OFTHE SOILS ENGINEER THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING Registration No 42661 Dete:11/19/2012
<br /> ALL REQUIRED SOILS TESTS AND_SOIL INSPECTIONS WITH THE SOILS ENGINEER. Kappliwbk,roman w for a we signtro ropy of this
<br /> `�MH-107 plan which is wailable upon request at MFRA Inc,
<br /> WITH SAFL BAFFLE �� A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: Ptymoum,MN office
<br /> 27LF-21"PVC RE=91223 `
<br /> PVG@0.7% \ \95 LF-12"HDPE @ 1.1% PRINSCO TANK r -
<br /> '` 91'�'00 _ WQU6040B / SUMP 0513 COMPANY:BRAUN INTERTEC
<br /> IEFES-3939092D \ IE=906.67 IN INSTALL 90"ELBOW� ADDRESS:11001 HAMPSHIRE AVE.MINNEAPOLIS,MN Summary
<br /> / n �' - IE�08.5o lour)- --- MIN.I INTO SUMP I PHONE:952A95-2272 Designed:MCB Dra-HA
<br /> I \\:-1� �. 3 CTYL 3 RIP RAF \ DATED ll 12 12
<br /> s /� �f21121*\ D \ I - Appr-d:MC6 Book/Page:727/55
<br /> �� 15 LF-1Z'HDPE@0.7%
<br /> / ICON EXISTINERM IN \ -. I THE CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. Phase:PRELIM Initial Issue:09/07/1DII
<br /> u'. FIELD" VERT AN COF1AT10N �4 I
<br /> .\N °� ---'----
<br /> --- ----
<br /> e� /rr \\ ��� -� �-----� -- - -- - - J. PRIOR TO PLACEMENT OF AGGREGATE BASE,ATES'T ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE.THE Revision History
<br /> 'npMOV-t WD�R�R�7bLL HYDR�PIT _ D -
<br /> �y� \ F6-Boa' - CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRICK WITH A GROSS WEIGHT OF 25 TONS.THE TEST ROLLING SHAL.BEAT
<br /> dC01'IN' TO 0 NG W EIIAJAIN �� CBMH 1oa No.Date By Submittal/Revision
<br /> FIELD OCA �N IE=908.10 RE=911.80 THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY SOILS ENGINEER.THE SOILS
<br /> 3.C�'CL 3 RIP RAP ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE.CORRECTION OF THE SUBGRADE A 09/20/12 sE6 WATERSHED COMMENR
<br /> \` _ 30 LF-15"HOPE @1.3% IE=9W32(N) B 20/15/12 RA CITY CDMMENTS
<br /> FES-305,\ IE=906.62IW) SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER C 20.25.13 Im' OIYIANDSO PE COMMENTS
<br /> IE=93000' F6-306 D 1147.12 JTA ELENTCOMMENTs
<br /> -- 14 LF
<br /> 3 CY CL3 RIP RAP- IE=910.40 �', 'f B K. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROTECT ARE OF PRIME CONCERN TO
<br /> 3 R CL3 RIP RAP THE CONTRACTOR'S OPERATIONS.HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVEDTO BE SURE THAT
<br /> -4o LF-12"HOPE @ 1.07G - EQUIPMENT IS.NOT NEEDLESSLY OPERATED UNDER NEARBYTREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT
<br /> a 0w
<br /> °" °N _ _o= oR �p R TO TREES.SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S
<br /> EQUIPMENT,HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE
<br /> / ,_,,,.,_ ...._,,.__.. D=cu* BEGINNING OF THE OPERATION.SHOULD THE CONTRACTORS'OPERATIONS RESULT IN THE BREAKING OF ANY LIMES,THE BROKEN
<br /> �`F--- MAIN STREET LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY DAMAGE.COSTS FOR
<br /> > ._.____ ......... ....__._._..___ ..._.... .. ------- .i..._ -_-..._.._" .___.._.._.. .._._..... _.. ...; G SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE
<br /> .. - -- - - MADE
<br /> TRIMMING
<br /> / ,A- _ _ ...._. _. .... .... - - L THE CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN STRUCTURES TO Sheet Title
<br /> --- .----- - .-. .-- ---'-' - --- "" "" CONTRACTOR SHALL ALLOWS WORKING DAYS FOR SHOP DRAWING REVIEW.
<br /> M. THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINETHE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER UTILITY PLAN
<br /> STRUCTURE.
<br /> -SUBSURFACE UTILITY NOTE
<br /> THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS 15 A UTILITY QUALITY LEV EL D.THIS QUALITY LEVEL WAS
<br /> DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02,TITLED"STANDARD GUIDELINES FOR THE COLLECTION AND
<br /> DEPICTION OF EXISTING SUBSURFACE UTILITY DATA."THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE
<br /> EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK,BY CONTACTING THE NOTIFICATION CENTER Sheet No. Revision
<br /> (GOPHER STATE ONE FOR MINNESOTA).THE CONTRACTOR AND/OR SUBCONTRACTOR AGREETO BE FULLY RESPONSIBLE FOR
<br /> ANY AND ALL DAMAGES,WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND C6.01 D
<br /> ALL UTILITIES(UNDERGROUND AND OVERHEAD). NORTH
<br /> IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE,HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE D 40 80
<br /> LOCATION,SIZE,INVERT AND IFTHE TILE LINE IS ACTIVE.NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL
<br /> FROM THE PROJECT ENGINEER SCALE IN FEET Project No. FEN19355
<br />
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