11/14/2012 P&Z Packet - Laserfiche WebLink

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FES 77 LF - 12" CMP 10A5% IE= 916.60 12" PVC SANITARY STUB 12" PLUG, 15 =891.77 12" DIP WITH 12" PLUG ' - . +LF -12 "PVC PNc @ 022% / / 805 IE=91625 3 CY RIP RAP 12" / VALVE 8" GATE 12 "X8 "TEE MH 02 OUTSIDE DROP RE =91750 15=905.90 E \ IE =892.43 NE, SW 38 LF - 15" 11001 @ 0.59% FB-301 / / / IE=906.85 3 CYCL3 RIP RAP /// / 32 LF - 12" HOPE @ 2.2% 1 Ir, / 200 F -8 "PVC @0 % WATERMAI /a__ MH -105 _ WITH SAFL BAFFLE 32" ROOF DRAIN RE= 913.00 �OFiNEC'f IE=908.86 IE= 910.85 SUMP= 904.86 5910 -12 INSTALL 90" ELBOW_ MIN. 1' INTO SUMP PVC @ 2. 11 LF /15 ° HOPE @1.0% / 13 LF .15" HOPE @ 1.2 FES -302 IE =908.15 / 3 CY CL 3 RIP RAP 12° DIP WATERMAIN /// 20110 -21 "PVC PVC @0.7% I// / 128 LK - 15" HOPE @ 059% CBMH -106 RE=912.15 IE=90358 IN) IE=908.41 (SW) PRINSCO TANK WO U60408 15 =90830 ) �� Y L 12)12" -BEND / 12" DIP WATERMAIN MH 01 • RE= 915.00 IE =890.91 CONNECT TO EXISTING SEWERMAIN CONNECT TO EXISTING WATERMAIN UE pb 14.`4-4k \ 102LF -12 "NDPE @1.0% FES-303 10=908.20 3CYCL3 RIP RAP FES -304 - IE= 908.10 3 CYCL3 RIP RAP, PRINSCO TANK WQU60400 IE =90350 • • ;GAS PUMP'. CANOPY s /✓T J LIQUOR STORE 13,362 SF FFE= 917.60 SAN SERVICE �� 6" DIP WM (2) CLEAN OUT E= 909.12 .4a0 INVERT AT BOTTOM OF WALL �-\ i! ®'"Z��, - ELEV.; 91350 � -� ■ (2)6 "- BEND 4'11 RE =916.60 III a p% �� IE =911.87 I' RI III r CBMH -104 RE= 914.50 IE =909.' MH03 RE= 914.30 IE=907.0 1 I6= 906.90 W C1AH -107 WITH SAFL BAFFLE -' RE 91221 ••,L. IE =90921 SAN WYE= 5010 -12" I6 =907.80. NDPE @ 315% 0 " DIP rATERMAIN I ► CO LF- 8" PV 03% 3 qii% 8 =I 94 LF 12 "43PE @0.50%4 38 LF -6 "PVC SAN SERVICE @ 15% Ad is SUMP= 905.13 • INSTALL 90° ELBOW la MIN. 1'INTO SUMP • 15 LF -12 "HOPE@ 0.7▪ % 37 LF -15 "HOPE@ 1.1% CBMH -108 RE= 911.80 I0 =90932 IN) IE =908.65IW) 1410 -15 "HOPE@ 1.1% SAN SERVICE CLEAN OUT 1 =90837 GAS STATION 8,087 SF FFE= 915.90 6" DIP WM MH 301 RE=917.50 IE :933.45 / 97 LF -6 "PVC 8.' SAN SERVICE @ 1.2% 6" GATE VALVE 8" X 6" REDUCER 8" CROSS HYDRANT 6" RSV 8"X6" REDUCER 8"X6" REDUCER MH 03 RE =914.75 11= 908.00 6" GATE VALVE 6 "- BEND CB-103 RE =914.50 IE= 910.30 31 LF- 12 "WC@2.0%o 0 11" WYE CONNECTION, IEt 0 I. 1 B 60 12= 00 F RA N CONNECTION 11=910.84 L asaRr IONE ■14arAnriiminimill 3 N P 8 MAIN STREET SUBSURFACE UTILITY NOTE THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS 15 A UTILITY QUALITY LEV EL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE /CI 38-02, TITLED "STANDARD GUIDEUNEs FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND /OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILmES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND /OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL LURID ES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER • ' M -1 SANITARY SEWER -► -II FORCEMAIN (SAN.) 0- ► IN -0 WATERMAIN EASEMENT DRAINTILE GAS LINE ELECTRIC TELEPHONE 0- PP - -i 0 -b-(3) ©-0084-- 0) rrr - rrs - - • s - rr, UO UE UT U4 YE U• - UTILITY CONSTRUCTION NOTES A. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBUSHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. 1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS. 2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBUC ARE THE UABILTTY OF THE CONTRACTOR 3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES I5 REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. B. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. - 2. ALL SANITARY SEWER TO BE PVC SDR -35, UNLESS NOTED OTHERWISE. 3. ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, WITH 7.5 FEET MINIMUM COVER. 4. ALL STORM SEWER PIPE TO BE REINFORCED CONCRETE PIPE WITH R-4 JOINTS, AND RUBBER GASKETS. 5. RIP RAP SHALL BE Mn /DOT CLASS 3. C. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. D. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS 5 BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION I5 NOT TO BE RELIED ON AS BEING EXACTOR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTIL(ES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFUCT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CAWNG GOPHER STATE ONE CALL AT 454-0002. E. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES 0011I5 PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. F. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES THE CONTRACTOR WILL LL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE 15 NOT INTENDED TO INCLUDE REVIEW OFTHE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. G. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL B RESTORED IN KIND. LL E FS SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. I. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AU. REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. J. A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: COMPANY: -TBD ADDRESS: PHONE: DATED: THE CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. PRIOR TO PLACEMENT OF AGGREGATE BASE, ATFST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA 5UBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST RO W NG SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND /OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT 5 NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF THE OPERATION. SHOULD THE CONTRACTORS' OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY DAMAGE. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. L THE CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN STRUCTURES TO CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWING REVIEW. M. THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. NORTH 0 40 80 SCALE IN FEET m ]S.aai tS9=n urn" swntowanaSrMNanlwe ra engineering SUNBYIng planning energy 14800 28th Ave N, Ste 140 Rymomh, Minnesota 55447 (163) 476.6010 telephone 1763) 476.8532 facsimile www.mtraeom Client Fendier PatEeison r- 2 CONSTRUCTION Project BILL'S SUPERETTE Location LINO LAKES, MN Certification I hereby certify that this plan, 00001Sca report was prepared by me or under] dJr9ct supetWston and that i am a duly I professional ENGINEER under of Minnesota Michael C Reg8tra n!S ). 2661 Date: 09 /07/2012 the state contact us fora wet signed copy of this available upon request at MFRA, Inc, N office. Summary Designed: MCB Drawn: 885 Approved: MC6 Book / Page: 727/55 Phase: PRELIM Initial 13SUe:09 /07/2012 Revision History No.Date By Submittal / Revision A 0900/12 SEG WATERSHED COMMENTS B 10/15/12 !TA CrlY COMMENTS C 10.25.12 MT MY LANDSCAPE COMMENTS Sheet Title UTILITY PLAN Sheet No. Revision 06.01 C Project No FEN19355