07/11/2007 P&Z Packet - Laserfiche WebLink

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GRANDVIEW UTILITY PLAN PRELIMINARY City of Lino Lakes, Minnesota GENERAL NOTES • The Information .horn on the drawings, concerning type and location of existing utgfti a is not guaranteed to be emanate or all Mimi.. The contractor is responsible for mating his own determination as to type and location of utilities as nemasoay to ovoid damage to thew ut11tios. • Contact Gopher State Ole-C® at (651) 454 -0002 for mdsting utility location. • The contractor shoe field verify else, elevation, and locatkm of existing sanitary sewer. storm sewer. and wat•mrain and notify Engineer of my discrepancies prior to the start of Installations • installations shall conform to the City Engineers Association of Minnesota (CEAM) Standard Utility Specifications (1999 Edition) and the City's Standard Specifications • Contractor shill notify City of Lies Lakes Engineering Deportment at (651) 982 -2400 o minbman of 24 hours prior to the interruption of any sewer or water services to existing hones or businesses. WATERMAIN NOTES • Maintain a minimum of 7.5 test over all watermain pipe. • Wotermoln shall be r DP Class 52 (minimum). • Combined water service to church lot shill be 6" DIP Class 52 (minimum} • Hydrant Ieods that b. 6' OP Class 52 (minimum). • Domestic Service Lines shall be 1' copper (type 14 • Field verily etre and location of existing watermon arid notify engineer of any deawpanefc prior to any installations • Provide preformed insulation, PPG Foormglass or approved equal where sanitary serer or storm sever mosses within 18' of watermaK • Waterman bends. tees. fittngs and hydrant leads shall be thrust restrained with •M0go -urge or approved *qua/ SANITARY SEWER NOTES • Sanitary sewer pips dal be PVC 5DR 35, unless otherwise noted. • Field verify size, elevation, and location of existing sanitary sewer and notify sonnets of any dleorepand.s prior to any nstatatbns. • Sere Service to Church lot to be 6' PVC Schedule 40, and o6 other sanitary sewer services Mall be 4' PVC Schedule 40 (to be Motioned from the downstream 1111). STORM SEWER NOTES • Storm sewer dhoti be RCP (dam 9 minimum) or HOPE as shown. • Fldd verify sire, elevator, and location of existing storm ewer and notify engineer of any dleoepandss prior to any neta9otlaa. • Storm sewer lengths include the laying length of the apron. • � � bodf 6 TU 23 of HDPE pipe n CURB NOTES • Bock-tieing of curbs with an-site materials is incidental to the curb construction. • Cub and gutter sham shag be D412 unless otherwise noted on plans STREET 11111 BITUMINOUS NOTES • Sow -cut existing bitumnoue and concrete nab to provide butt -Font • Removal and disposal of existing street materials as required for construction purposes in incidental. • Restore disturbed street to existing or better section as approved by engineer. • Contractor shah use traffic control measure. (in accordance with the 'Minnesota Manuel of Uniform Traffic Contrd Denims') as necessary whenever grading. utility, or paving operations encroach onto adjacent streets LEGEND — I — Existing Watermon — I — - Proposed Watermaln —> — Existing Sankey Sewer —> — Proposed Smfiory Sewer —» — Existing Slum Sewer —X.— Proposed Stan Sewer ® Existing Sanitary Manhole Q Proposed Sanitary Sewer Manhole ZC Existing Hydras Proposed Hydrant ❑ ® Existing Storm Sewer Manhole /Apron ❑ ® Proposed Caton Basin/Storm Sewer Manhole Q Existing Flared- -End section • Proposed Find -End Section pj Existing Gat. Valve tg Proposed Gate Volvo -011W— Foisting Overhead Wire — T— Edsthg Telephone Line a�> Existing Utility Pole NORTH UNE I OF GOVERNMENT LOT 4, SOUTH __UNE OF GOVERNMENT LOT 3, & SOUTH UNE / OF THE PLAT OF MARSHAN MEADOWS 1 1 A A /1 1- -1 / t 1 ,/, • 1 1 / 1 I- /V -1 i — - — — —J C PVC CAP _SL _t P 91V 1!91.52* �[II� r-s 1 F ! 1 1 1 . L CLEAN -OUT- RIM 899.50 NV B91UN r DI PLUG r �f. EASING HTDRANT AND VALVE PROP SAN MR 2 RDA 899.15 9NV 11110.85 t•••f n AIN1 A • r- A ri /- 1 \/ 1 1- - /_t 1 '1 1 1 1 I L- ./ 1 L/ \/ Wf0EWT TO COSTING. Er DP WA1ERINUN W/ CATE VALVE 1. x r 1 e / / I /1/ 0 GATE V \ :1111L � `, \, r- -LOCATION OF 853.3 OHW UNE r7 r I ! lVlt 9 9 x,0hs pD O\ S \ O . ce o f ' o+ a 01( F\re6015 N 9 t 4'p dee\ � °Q P odot LOCATION OF WETLAND DELINEATION —BY EARTH SCIENCE JAN. 2007. • 9 L — SIDEWAi.K SCE OF - 7 PAST 'JfT. PLAO SERNCES. SDEWALK (7YP) lk 0 c :O 1\ In N 5d 0° co 0 co Z 40 0 o u � i " 4 C � C CO pa 10j1 N co \ r LT N N VI 0 �xs� \ \ISALVAVAGED (AD VAL /1 I !C / 1 \/ L_ fs 3 9 \ _ 11 9 _ . 1 40 11 I \J (..... _. , ,, / /' ___ . 1\ ti ' 1 ▪ ▪ es I 11'' / "h —' _/ / I �i POWEILE 1060. or gci0l�i - - -.- -- t4 T r I REMOVE ROWING ar W4SERWW BDiD AND 6 S j iii hit r� r- 1-r 1-- 1 1 -. SA .� r- r 1 1-- \� 6951391 SERER w1x -- -PRORSNN.*p, 1 RIN 590.515 a'1 N 981.40 '1♦NV our 081.20* L I Bodr1 o w oP ) / DRAWN BY. DESIGN B1 BAB.. GCS. CH= BY: PRO4. N0. C.C.S. 07 -1131 ORIGINAL DATE FEBRUARY 9, 2007 REALTY ROYAL OAKS 1000 MINTY RD EWES SHOREVIEIL MN 55126 PRONE (651) 483 -5511 \ EMm191G HYDRANT AND VALVE BITS PUNNING k 51401118120112 PLOW! 6776 LAKS DIOVS 50QS 110 LINO L AU& MN 5501. PHONE (651) 961 -82 PAX: (651) 361 -6701 EXIST. HSE A A A r-. / 1 1-011 I 1\ /I /1 1-( I --1 /1 1 \I A 1 / t 1 I / 1 / l / 1 I / 1 1 5 L / 1 NORTH 1 INCH w 30 FEET C2