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CONSTRUCTION NOTES 1. REFER TO ARCHITECT'S SITE PUN FOR BUILDING AND PARKING LAYOUT. DIMENSIONS AND LOCATIONS. 2. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY AU. EXISTING UTILITY LOCATIONS AND INVERTS. SHOWN OR NOT SHOWN. AMr DISCREPANCY BETWEEN PLANS AND FIELD CONOMONS SHALL BE REPORTED TO THE OWNER IMMEDIATELY. 3. THE UTILITY CONTRACTOR SHALL NO VERIFY THE LOCATIONS A �-''! • ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE CONNECTIONS. A. ALL UTIIRY WORK SMALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF ELK RIVER SPECIFlCATIONS AND BUILDING PERMIT REQUIREMENTS. ` 5. 8" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE I , - REQUIREMENTS OF ANSI/AWWA CLSI/A21.51 AND C104/A21 4. FITTINGS SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ,t - ANSI/AWWA C110/A21.10 OR ANSI/AWWA CI 53/A21.53. HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO. !IR —_ . -- APPROVED EQUAL COMPLYING WITH NE THE CITY OF ELK RIVER. I GATE VALVES SHALL BE SINGLE DISC TYPE WITH RESIDENT SEAT ( MEETING THE REQUIREMENTS OF AWWA C509. ‘, _ ._ _-- - - - — ALL PLUGS. TEES. BENDS AND OTHER THRUST POINTS SHALL BE — PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG. " I, ALL WATERMAIN SHALL 8E INSTALLED WITH A MINIMUM OF 7.5' COVER AND \,�/' I .,./ , IN ACCORDANCE WITH AWWA C600 MID CONDUCTMTY PROVSIONS I CONFORMING TO ANSI/AWWA CI I I/A21.11. BEFORE BEING PLACED IN /s --- SERVICE. THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF T • 1 /^ THE MINNESOTA DEPARTMENT OF HEALTH. y 6. SANITARY SEWER SHALL BE 6. PVC-SDR-35 UNLESS NOTED DIFFERENTI'i `_ /" CB 4 MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED CONCRETE IN i RIM- ) - I HN�f ACCORDANCE WITH ASTM C478. CASTING SHALL BE NEENAH R-1642 WI'4 _. TYPE B' COVER. MANHOLES SHALL HAVE A MINIMUM OF TWO AND A MAXIMUM Of FOUR ADJUSTMENT RINGS. 1 172' 17 ALL PIPE CONNECTIONS TO EXISTING UTILITY STRUCTURES SHALL BE `i I V 0 0.607[ KOR-N-SEAL" OR CITY APPROVED EQUAL. FOR CONCRETE BLOCK OR ,` I BRICK STRUCTURES. CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE ,` GROUT AROUND PIPE TO CLOSE OPENING,AND REPAIR STRUCTURE TO CITY REQUIREMENTS. THE CONTRACTOR SHALL VERIFY TYPE Of CONNECTION WITH CITY ENGINEERING DEPARTMENT AND COORDINATE QI ANY REQUIRED CITY INSPECTIONS NEEDED FOR CITY ACCEPTANCE. ID ;1 / 7 STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED E01 N 0 CATCH BASINS SHALL BE 4' DIA PRECAST REINFORCED CONCRETE. CA:'NN_G = '; \ v \\ SHALL BE NEENAH R-32508 WITH CURB BOX OR APPROVED ECUAL. 7' MANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED 3 CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE Z ..` .� \� NEENAH 9-1642-B. MANHOLES SHALL HAVE A IANTMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT RINGS. ddI ,\ 9. UTILITY TRENCHES SHALL BE COMPACTED TO 9510 STANDARD PROCTOR ';\ MAXIMUM DRY DENSITY(ASTM 0698.78 OR MSI4TO T-99) FROM THE Pc- I 1 v STONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% \ V o1�. STANDARD PROCTOR IN THE UPPER THREE FEET. S. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES , / INSPECTION BY THE CITY OF ELK RIVER. _a ,` RIM=902.37 \ C. ALL CURB AND GUTTER SHALL BE MNOOT TYPE 8612 CONSTRUCTED IN ` NV-896.88L ACCORDANCE WITH MHDOT 2531. ,--—- LEGEND �1 .Lp9E.AKR--.-....-. DENOTES EXISTING STORM SEWER \ 12"- DENOTES PROPOSED STORM SEWER i 0�.-'•''S,-,',,I•--"--^4+-- DENOTES EXISTING WATERMAN, HYDRANT& GAIT VALVE 6' DIP W4TIGDENOTES PROPOSED WATERMAN. HYDRANT & (•A1TE VANE , MAI • 1.."‘46"."11 .................l DENOTES EXISTING SANITARY SEWER R. SAN 'I44,, DENOTES PROPOSED SANITARY SEWER WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC JT/LRIES FOR LOCATIONS OF ALL 'JNDERCROUNO WIRES. CABLES. • CONDUITS, P'PES, MANHOLES. VALVES. CASTING SCHEDULE OR OTHER. BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE STRUCTURE DESCRIPTION 3EPTH CASTING THE ABOVE WHEN DAMAGED DURING C9 ' a CIA 5.33' `NEENAH R 3250 B CONSTRUCTION AT NO COST TO OWNER. C9 __ S.t5'(NEENAH 9 7250 8 • -11 2 CB 3 N' DA 5.45 NEEIIAH R 3_250 8 • Cu 4 4 DIA 349' NEENAH R 325.0 9_ CR 5 0' DIA '11' .(NEENAH R 3250 3 i M!' 4 DIA 4.56' NEENAH R :632 9 8 BENCHMARK: MnDOT BRASS DISC IN CONCRETE POWER AZIMUTH MARK" ��r///��////' .4 SOUTHWEST QUADRANT OF HWY 169 AND CO. RD. 12 JJj, a ELEVATION ••• 902.23 `+"IU IA1 •,:i REVISIONS T.A0Pr S*PF R TD`4K 39m.SPEEI°Kr 01 \ ie" i SCHOELL MADSON, INC. DATE BY REVISION / AI(.YnPr AAS YRFPARED 9r 4F^R UNDER w DIRE:. SARI. 151014 AND I4AI I ANA DD!Y YETIS*EKED P- FESSIONAL �� ENC".:EP UNDER 14E AWS or TI0L SATE or MIN'. OTA ENGINEERS • SURVEYORS • PUNNING a' �� SOIL TESTING • ENVIRONMENTAL SERVICES �� --_ — 10580 WAYZATA BOULEVARD, SUITE I =� DATE: 216. .0. _ MINNETONKA, MN 55305 (812) 546-7601 FAX: 546-9065 '1 \PEv1EWE0 6r: DATE_ - WWw.RcMoeIImod$on.com I.100x T ,•(1EAFF