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ppp���yyy LEGEND
<br />0 PROPOSED EXISTING
<br />CURB & GUTTER
<br />STORM SEWER �N� ® w' -i /'
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<br />/ SANITARY SEWER �� ► -� ® P� ra
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<br />o FORCEMAIN (SAN.) O- ►1E1 ►_p Q p nt O
<br />/ / 21" PVC SANITARY STUB WATERMAIN l� I w( Q
<br />1 / 21 °PLUG, IE= 891.77 - PPP - PPP - - P -sat - enQIn88RnQ8uNeylOQ planning energy
<br />EASEMENT
<br />/ 1 GAS U ICE DD 14800 2661 Ave. N. Ste 140
<br />HYDRANT GAS DIVE
<br />UG s" RSV Plymouth, Minnesota 55447
<br />FES 8'%6" REDUCER ELECTRIC -� uE 063) 476.6010 telephone
<br />77 Li- 12 "CMP @OAS% ' uT TELEPHONE UT m
<br />�, 8631476.8532 facsimile
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<br />IE= 916.60 /-- i 1/-
<br />+ - UTILITY CONSTRUCTION NOTES wwN.mtrd.com
<br />/ y _ _ _ A. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES
<br />f / - -� SPEOFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN.
<br />Client
<br />/ / Y, o- o -o -p- CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS.
<br />/ ` 44 / <7 / 1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS. LlrA.B+tir,��pY
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<br />/ - - �i k i� I ) 2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN ��TTi�►��L.a:I�.C..a[ Patterson
<br />BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SD BY THE CRY. ANY ADVERSE CONSEQUENCES OF ANY
<br />/ E�IEIIE /�. � p / CONSTRUCTION
<br />SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF THE CONTRACTOR
<br />IE =916 y ��' / Y �"r ^ -
<br />3 A MINIMUM VERTICAL SEPARATION OF 18 INCHES 5 REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM
<br />3 CY RIPR _ AND SANITARY) CROSSINGS.
<br />Y
<br />// / /I/ , O B. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIGL
<br />/ 1/ / / 1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CRY. Project
<br />\� // / ®' SAN SERVICE
<br />C ` /- IF li - (2) CLEAN OUT 2. ALL SANITARY SEWER TO BE PVC SDR -35, UNLESS NOTED OTHERWISE.
<br />/ O 2 "DIP ATEBMAIN . ® IE= 909.10 BILL'S
<br />`" i / LIQUOR STORE •
<br />III 3. ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, WITH 7.5 FEET MINIMUM COVER. P ETT
<br />s j �/ I 13,362 SF a) 6 "- BEND t
<br />/ I FEE= 917.60 4. ALL STORM SEWER PIPE TO BE REINFORCED CONCRETE PIPE WITH R-4 JOINTS, AND RUBBER GASKETS.
<br />12" ROOF DRAIN l: 6 " DIP WM •
<br />I 3LF -21 "PVC 6" CONDUIT FOR CONNECTION
<br />i / C @p -iigy I // 5. RIP RAP SHALL BE Mn /DOT CLASS 3.
<br />FUTURE WATER
<br />- CONNECTION �� • 5 =91355 MH -101 /off
<br />/� \1 MH -105 _ tar INVERT AT BOTTOM OF WALL ►cI>�� l �% C. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES,
<br />rT,_ 8 LF - 15` HOPE @T1:59k% I _ WITH SAFL BAFFLE _ ELEIL= 91350 !■ RE= 917.50 /oj RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
<br />I I�' IE73.45 /
<br />/J / RE 913.00 11.
<br />Sp LF -12 "HOPE @3.15% 1
<br />/ /f /'% F6.3O1 / IE= 'ffi _ ■ MH-102 II I = 97 LF = 6" ICE 2 D. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE
<br />IE =908.ffi SUMP = 906.86 RE= 916.60 SAN SERVICE @ 1.2% PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD.
<br />CY CL3 RIP RAP /1' ...-111--11-1 x INSTALL 90°ELBMP 10- 911.87 II Location
<br />/ /► \ 1•. MIN. 1' INTO SUMP II SAN WYE THE INFORMATION 5 NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY
<br />/� 12" GATE ALVE �!�J w� IE=908.02 ® COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. R SHALL BE THE LINO LAKES MN
<br />%/ - £� `` 118 LF -15" HOPE @ 0.78%1' - 5,;,-,. u.'_ 6" GATE VALVE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
<br />/
<br />/-:'
<br />' 1 8" GATE VALVE f J HOPE @ 3.15% 8" X 6` REDUCER SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CAWNG GOPHER STATE
<br />12` X 6" :. / 321F% 12" HOPE @ 23% + ` - - - ---SAN VA•F - 8" CROSS
<br />��VII ONE CALL AT 454-0002.
<br />w--,2 / I 1 '� I \ I \C /�B� 8" DIP WATERMAIN ) IE= 907.65 ► - HYDRANT
<br />�V I 6" RSV E. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE
<br />MH 02 . 4/ 1 4 4 188'LF -a I,. @ 1.5% N 4 4`�OO LF -8" PV� @ 1.5% 4 4 • 8 "X6" REDUCER CONSTRUC ION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE
<br />OUTSIDE.DROP / / ,f Lr J15` NDPE @ 10% I- 7 ~ �ED9 LF 1 HOPE 0.5 8`X6" REDUCER ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
<br />CBMH -106 \ir--
<br />BMH -104 „� Mil 03
<br />IE3902.12E _ ..8Ey12,1i_ E= 914.72 ��a - RE =914.82
<br />\ E= 891.33 NE,.SW , 4 - IE= 909.601N) E= 909.78 - F. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL
<br />\ / 21 LF -15" HOPE @ 0.7% �a®J�� 6" GATE VALVE IE= 907.94 BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY
<br />• 7 �IE= 9085815Wai0L AS
<br />F6 -302 L� PRINSCO TANK MH D3 6`- BEND DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
<br />32 LF -6' PVC HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S
<br />.. / RE= 91304 • CB-303 _
<br />IE= 908.15 WOU6090B E=905.04 E__ SAN SERVICE @ 1.5% RE= 91a.40 PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR
<br />3 CY CL3 RIP RAP IE =908.4711N) !-I IE= 904.99 W SAN SERVICE IE= 910.30E Certification
<br />E
<br />7 /0 / IE =908.301OUT) ® ".I CLEAN OUT �__ % THE CONSTRUCTION SITE. CeL tification
<br />12* DIP WATERMAIN T►
<br />ti / 1 ®' _ IE= 908 -13 1 6` - BEND • 25 LF - 32 PVC @ 2.0% Thereby certify that this plan, specification or
<br />12° WYE CONNECTION, G. AU. AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND.
<br />_ �i GAS STATION �t 12" ROOF DRAIN report was prepared by me or under my direct
<br />O- . 1 %' / / / / 1 C� - 4 i m M' CONNECTION p - SODDED AREAS SHALL BE RESTORED WITH 61NCHE5 OF TOPSOIL PLACED BENEATH THE SOD. supervision and that) am a duly licensed
<br />w; 188LF- 21"PVC 1 3 I - 8,087 SF IE=91072 I I 1' professional ENGINEER under the laws or the state
<br />PVC @0.7% _ GAS PUMP; H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, of Minnesota
<br />/ -- I. FEE 915.90 6" DIP W •
<br />F { / / I CANOPY WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC
<br />h i�'h II �/ / iI - -- : I 1 ® CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENTOF TRANSPORTATION STANDARDS.
<br />/ y-- L ALL-SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING
<br />i \ \�\ \ / 4EI -- UNSTABLE OR UNSUITABLE 501L5 SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION Michae. C. Bra dt
<br />/� I' \ \, ,/ • I 3� I --) I SHALL COMPLY WITH THE REQUIREMENTS OF THE 501L5 ENGINEEP. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING Reg.nration NO 42661 Dam. 1S/20 2012
<br />\ PPP 1 � . L ALL REQUIRED SOILS TESTS AND-SOIL INSPECTIONS THE SOILS ENGINEER. ILappl'oble, contact vs torawe signed copy o7 this
<br />1 / ► /;ti \\ \ \,\ 1 - = c � -107 ' S� - pan which is available upon request at MFNA, Inc,
<br />WITHSAR BAFFLE g's°^NAM ` A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY Plymouth, MN Office.
<br />271E -21 "PVC i /,/ \ ° \. -''RE =91211 \
<br />MH 01 \`95 LF -12 "HOPE @1.3% PRINSCO TANK IE= 909.21 �`-L - -� /
<br />' PVC @0.7% e / Roo \,\ - COMPANY: BRAUN INTERTEC
<br />WOU6090B ADDRESS: 11001 HAMPSHIRE AVE. MINNEAPOLIS, MN
<br />�(i F6-303 SUMP= 905.13 511117 m a ry
<br />•
<br />'\��' 1' •)i T • \ \ \.\ IE =90820 - IE= 906.67IIN) INSTALL INTO ELBOW
<br />12 9�ND \ 3 CY CL 3 RIP RAP
<br />E • IE908.50 (OUT) MIN. 1' 1
<br />`� PHONE: 952A95 -2272 NE
<br />\. DCSignCd'MB Drawn: RA
<br />/ SRI I DATED: 11 -12 -12
<br />• ��:1 w / ION KDL(ISDN[ ERM \ 15U -12 "HOPE @p -7% ! - - -- 1
<br />Approved: ouM Book /Page: 717/55
<br />/ 1.1 IELDry� \VER7 AN gQ4710N• \ N I I i __� 1 THE CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. Phase: PRELIM Initial Issue: 09/07/2012 • :TM T /�emgYE�,P1N0 30 TALL HYDR NT\\ FES-304 /s- ��- _ -T"� -- -'.' ■ - J. PRIOR TO PLACEMENT OF AGGREGATE BASE, ATEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADETHE Revision History
<br />h r 1 taCONN TO EXI*ING Wq'JERMAIN ` \\ \ . 1E= 90630) CBMH -LOS CONTRACTOR SHALL PROWDEA LOADED TANDEM AXLE TRUIX WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT NO. Date By Submittal
<br />FIELD IfSKLO N \ \ \' RE= 911.80 THE DIRECTION OF THE SOILS ENGINEER -AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS
<br />III - \ CL3 RIP RAP . . ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE A D3/2D/12 ssG WATERSHED COMMENTS
<br />$ \ I \` 30 LF -15" HOPE @ 1.3% IE-9D9.32 (N) a 10/15/12 RA CITY COMMENTS
<br />/ / _ FES-305 \ _ IE =908.82 (W) SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER.
<br />* 1 ;/ \��/ - / C 10.25.12 Mr CM LANDSCAPE COMMENTS
<br />r z a 1 - - I3 RIP RAP • _-'``` n` / FES-306
<br />t \ 1----- 14 LF -15" HOPE @ 1.1% D 11D>.li RA CLIENT COMMENTS
<br />,� 3 CY 0.3 RIP RAP •••' 8 K. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROTECT AND /OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO
<br />`i .h _ \���,_�- '^?�•'�- 3 CL 3 RIP RAP
<br />- A- , b'4(1 _ •
<br />�__-7� -- - w o. - _ • 1 � THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECTTHE TREES WHICH ARE TO BE SAVED TO BE SURE THAT
<br />° Ye" 3, ow T EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT
<br />40 LF -11" HOPE @ 1.0% _� o"' °M / °w yx TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S
<br />R
<br />/ .� "'- S - - " - ""' -- "'- " "- EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE
<br />n T,. .._... _ ........ .. __..._ _ _ __._......._._ _. .____... -. ..... _. .... ............ k. ........... coca CUT "- -` ---- _,... g �� BEGINNING OF THE OPERATION. SHOULD THE CONTRACTORS' OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN
<br />g - o»- MAIN STREET LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY DAMAGE. COSTS FOR
<br />/ / - - - - - - - -- - - -- - - - _ -
<br />TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE
<br />/ d .._.. , _c MADE. IN
<br />/ °^ _ _.._. - ...... ....... ... ._._. - L THE CONTRACTOR SHALL SUBMR 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN STRUCTURES TO Sheet Title
<br />- '- - " " "- - -- " -- - " "" _ "' "- CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWING REVIEW.
<br />/ M. THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER UTILITY PLAN
<br />STRUCTURE.
<br />=SUBSURFACE UTILITY NOTE
<br />•
<br />THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEV EL D. THIS QUALITY LEVEL WAS / \
<br />DETERMINED ACCORDING TO THE GUIDELINES OF ASCE /CI 38 -02, TITLED "STANDARD GUIDEUNES 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 AGREE TO 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 Cj 6•01 D
<br />ALL UTILITIES (UNDERGROUND AND OVERHEAD).
<br />NORTH
<br />IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE 0 40 80
<br />LOCATION, SIZE, INVERT AND IF THE 111E UNE 5 ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL
<br />FROM THE PROJECT ENGINEER. SCALE IN FEET Project No. FEN19355
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