05/30/2007 Env Bd Packet - Laserfiche WebLink

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GRANDVIEW "'PRELIMINARY UTILITY PLAN Ci ly of Lino Lakes, Minnesota OENERAL NOTES • The iafortn.Uoo dam an them dnwi,ge concerning type and location of existing utilities is not guaranteed to 4. accurate r atl YMu.Ha The contractor le responsible far making his own determination as to tsp. and location of Meths as necessary to ovoid damage to thew utilities. • Cant Gopher State On.-Ca at (651) 454 -0002 far existing utility locations. • The contractor shag tied verify .ise, dewti.n, and location of sedating sanitary seer, storm tower. and aot•Imaln and notify &lob r of any discrepancies prior to the start of installations. • iat0atia s she conform 1. Use City Engineer's Association at Minnesota (CEAM) Standard Utility Bpedlkotloro (1999 Edition) and the Oils Standard Sp•d6w0one. • Contractor show notify City of Lino Lakes Engineering Dena-Mont at (651) 982 -2400 a minimum of 24 hors prior to the intoraption of any seer or water services to existing hams or businesses. WA'EERMAW NOTES • Maintain a minimum of 7.5 fest over awe wotermoin pips • Watomain shun be 5• DP pass 52 (minimum). • Combined seater imam to church lot shall be 6' DP ass 52 (minimum). • Hydrant Mods shave be 6' DP pose 52 (minimum). • Donhestlo Srvke Lips shun b. roomer • Field verify size and location of exletleg watrmdn aid notify engineer at my derepohd.e prior to any imtalblbm. • Provide preformed insulation, PPG Foamglo.., or approved equal where emery mover or storm weer mosses within 16' of watornah • Ytotetmain bends, tees, fittixgt, and hydrant leads shall be threat restrained with •Mago -Lugs' or droved equal SAWTAI YSEWER NOTES • Sanitary sewer pipe shun be PVC SDR 35, unless oth.ruim noted Field verify dm, • d engineer of any discrepancies prior to y sewer and notify • Ssrr Swam to Church lot to be 6' PVC Schedule 40, and on other smeary sewer services dub be 4' PVC Sehed de 40 (to be stationed from the downstream MH). • serer shun be RCP (dose • minimum) or HOPE as seem STOWS SEWER NOTES • Field verity size, elevation, and Meatier: of existing atom ewer and notify engineer of my discrepancies prior to any Installations. • Stan sew lengths include the laying length of the apron • Um Band /granule material for McMinn and compaction of HOPE pipe in accordance Nth th. requirements at ASV 2321. ROBB IMES • Back-filling of curbs with on-eR• materials is Inddmtd to the orb construction. • C.tb and gutty Moen Mail be D412 mime otherwise noted on plans. STREET AND BITIIMI00BS NOTES • Saw -cut existing bituminous and concrete curb to provide butt -joint • Removal and disposal of Meting street materials as required for caabuMan purpose in Incidental. • Restore dlelurbed street to existing or better section as approved by engineer. • Contractor shun 6m tra0lc control measures (h accordance with the 'Minnesota Manual of Uniform Traffic Control Devies7 as necessary whenever grading, ut9Ry or paving operations encroach ante ad)xent streets • 0 0 i$ —p6F- Existing 7Astennain Proposed Watermain Exthfing Sanitary Sewer Proposed Smeary Sewer Existing Sturm Seer Proposed Storm Sewer EdsUng Sanitary Manhole Proposed Sanitary Sewer Manhole. Existing Hyde* Proposed Hydrant Esbting storm Sewer Manhole /Apr, Proposed Catch Basln/Stonn Sewer Manhole Fxiatlp Fiend -End Section Propo.ed Flare -End Seethes Existing Cate Valve Prpasd cote Valve Existing Overhead Wit Existing Telephone Line Existing Ut9Hy Pole % A e / A A // • r / t .' I 1 \ L /\, T— NORTH UNE OF GOVERNMENT LOT 4, SOUTH UNE OF GOVERNMENT LOT 3, & SOUTH UNE OF THE PLAT OF MARSHAN MEADOWS CLEAN -OUT fee 899.50 NV 081.01 wine p 6' 01 PLUG r A 1 /r ATTACHMENT 5 EXISTING HYDRANT AND VALVE PROP SAN Mil 2 NV emus \ A 4 r- A r\ P\ ,4/1 F-- /_I 1 1 1 1 1 l L- ,/ CO*ECT 10 D051BD. r 0r t•ATERMAN 11/. 130,1E VALVE 1 A / 1/I/ V V .i X8' of 0ao' os CX 06 / P 6 ,.-- -LOCATION OF 883.3 OHW UNE ivek • LOCATION OF WETLAND DELINEATION —BY EARTH SCIENCE JAN. 2007. RAUL tli0CD BY: C.C.S. DESIGN BY: C.C.S. PROJ.NO. 07 -1131 ORIGINAL DATE: FEBRUARY 9, 2007 ROM OAKS WRALTT 1000 COUNTY RD 0,580 SHOREVIEW 1N 55128 PRONE (651) 489 -5516 1 I., /:\ 1 1 1 IY� r , • SITE PLANNING & ENGROURING PLOWS EIGHBEIMM 1111 T 1 E T��HYDRANT AND 6778 L02! DTD92 BOle6 110 LINO LASS. MN 55014 PHDNE (651) 881 -821 FAN (651) 881 -670 NORTH EXIST. HSE A 4 A \/1 / 1 1 1 / 1 es '. o� 15 30 1 NCH s 30 FEET 02