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DRAWN BY: DESIGN BY: 84.8.. CGS. CHCIOD BY: PRO.I. N0. GCS 07 -1131 ORIGINAL 06.1E: FEBRUARY 9, 2007 k m N cT c z 0 0 z a a 1 NC ROYAL OARS REALTY 1000 COUNT? RD E,1051 SB0REV166. MN 55126 PRONE (651) 485 -5519 51TE PLANNING & ENGINEERING PLOWE GIIANDVIEW PRELIMINARY UTILITY PLAN City of Lino Lakes, Minnesota GENERAL NOTES • The Information shun on these drawings conceming type and location of exlstlng u tlith.s is not guaranteed to be aeorots or ail ndueiw. Tits contractor is responsible for making his own determination m to type and location of utilities m n ecessary to ovoid damage to these 0(916es. • Contact Gopher State One —Cal at (650 454 -0002 for editing utility locations. • The contractor shag field verify sire, elevation, and location of misting sanilory sewer, storm sewer, and wotsrman and notify Engineer of my discrepancies prior to the start of nstalotbns • Instagotlons shy conform to the City Engineers Association of Minnesota (CEAM) Standard Utility Specifications (1999 Edition) and the Cltys Standard Specifications • Controotor shag nobly City of fie Tales Engineering Deportment at (651) 962 -2400 a minimum of 24 hours prior to the interruption of my sewer c water services to existing homes or businesses WATENMAIN NOTES • Maintain o minimum of 7.5 feet over all wotermo1 pips • Waterman, shall be r DP CI®s 52 (minimum). • Combined water servee to church lot shall be 6" DIP Class 52 (minimum). • Hydrant leads shall be r DIP Class 52 ( minimum). • Domestic Service Lines shag be 1' copper (type K). • Feld verify arcs and location of existing wotermoin and notify engineer of any discrepancies prior to any installations • Provide preformed insulation, PPG Foangias., or approved equal where sanitary isms or Mann items mosses within 18" of watermain. • Watemrok, bends, tees fittings and hydrant leads .hag be thrust restrained with "Mego—Lug. or approved equal SANITARY SEWER NOTES • Sanitary sneer pipe Mail be PVC SDR 35, .Nees otherwise noted. • Field verify size, elevation. and bastion of existing sanitary samer and notify engineer of any discrepancies prior to any Installations • Sever Service to Church lot to be r PVC Schedule 4s, and on other sanitary sees illservices shag be 4' PVC Schedule 40 (to be stationed from the downstream MH). STORM SEWER NOTES • storm saws shag be RCP (dam M minimum) or HOPE m Moan. • Field verify size, elevation, and location of existing storm suer and notify engineer of any discrepancies prior to any Installations • Stem sews lengths include the loyng length of the apron • Use sand /granular material for bor3R6ing and compaction of HOPE pipe in aeeordo nce with the requirements of ASIA 2321. CURB NOTES • Back—filling of curbs with on —site materials is ndd•ntal to the sub construction. • Curb and gutter Man Mall be D412 unless otherwise noted on plans STREET AND BITUMINOUS NOTES • Sow —out existing Manna. and concrete curb to prmdde butt —)oat. • Removal and disposal of misting street materials m required for construction purposes in incidental • Restore disturbed street to existing or better section as approved by engineer. • Contractor shag ues traffic control measures (n accordance with the "Mi nesoto Manual of Uniform Traffic Control Devices") as necessary whenever grodng. utility. or paving operations encroach onto odjocent streets LEGEND Existing Wotmnain Proposed Waterman Existing Sanitary sewer Proposed Smfory Sews Existing Store Sewer Proposed Storm Sews Existing Sanitary Manhole Proposed Sanitary Sees Manhole Dieting Hydrant Proposed Hydrant Existing Storm Sewer MoNele /Apron Proposed Catch Basin/Storm Sewer Manhole Existing Flared —End Section Proposed Flared—End Section Existing Gate Valve Proposed Gate Valve Existing Overhead Wire Existing Telephone Line Existing Utility Pole NORTH UNE OF GOVERNMENT LOT 4, SOUTH ___LINE OF GOVERNMENT LOT 3, & SOUTH LINE ; OF THE PLAT OF MARSHAN MEADOWS i• • 1 1 A A /1 1- -I /1 I yl l •f • r \ 1 F ( I / 1 . L _ ___� 1 1 I- --1 4' �� w r 1r N CLEAN—OUT RN 899.50 INV891.01- 6' PVC CAP ?t71%1•5 INV BBI.S2t 6' DI PLUG 1 1 \ ,\ • • `• • • L' T r DIP %%FERMAN • • • • °6'190 • On ‘°C. P�Q(0 -1. ep0� � N94,1" let 1� 001 • ...•',0,c0 V5%0' 311L LOCATION OF WETLAND DELINEATION 46.\ --BY EARTH SCIENCE JAN. 2007. • • • • • • • X 6' GATE SIDETNALK 510E 11F .EES. PLACE NC SERFS. ,s 1 PASO SICOVALK cm) \\ .— LOCATION OF 883.3 OHW LINE $Ili frt Q 0 • • • • \ \\ 55 • • \ \\ . 1 \ \\ •\ \� • • • \ ,/ • • • ' \ \. \\ • \-__� \. \ • • • • \\ • • \ • • POSSBIE PRIV TRAIL cam • • I1 • 11- 1 I1 I1 11 I1 I \ _ 11 • r 40 I 1 1\ i / / • �_- 8• x6',x %SAL ID VAG HYDRANT (µp VAL r s r he /4 I 1 11 11 //- / / I t: T 2I r r - 1 ( 1-- 1 1 L - ,. /\ /♦ I rs / 1 \/ G- 3 \ 1 REMOVE G SALVAGE gOSTIN s,1{ CID >,.. WYµA,1ERMM( r -it 1/4" 88lD AND GATE VALVE EASING SEDER MTh -POOR-SAN JM4 1 R91 891185 ID RN N 861.40 "91v WT e8t. r - . 1 r - / j 4 L O f0 Q n -0 erg 1 150. •rte i) DOMING HYDRANT AND VALVE EXIST. HSE A A A IV! /I 1 1 / t r\ • 1 1- F( I--(. /_I I 9 • 1 f/ 1 ECEivED (AY I 4 2007 C ' OI- L NO LAKE ENGINEERING, INC 6776 LAKE DROVE IMO LAKES. MR 5501• PROM (651) 561 -821 FAX, (651) 981 -6791 NORTH 0� 15 3D 1 W0H • 30 FEET C2