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-' y p1p0 r 1 REPLACE 9M! LEGEND PAVEMENT SECTIONS n 998 DENOTES EXISTING CONTOUR ???998----- DENOTES PROPOSED CONTOUR HEAVY DUTY BITUMINOUS 11/2' MnDOT 2331 BITUMINOUS WEARING COURSE 1.0% DENOTES PERCENT OF GRADE 2 1/Y MnDOT 2331 BITUMINOUS BASE COURSE B' CL 5 GRAVEL (100% CRUSHED QUARRY STONE) DENOTES DRAINAGE ARROW BASED ON STABLE SUBGRADE, INCREASE THINCKNESS. IF NOT STABLE - - - DENOTES EXISTING STORM SEWER -? DENOTES PROPOSED STORM SEWER UGHT DUTY BITUMINOUS 2 1/7 MnDOT 2331 BITUMINOUS WEARING COURSE Dpoa00000D0DDa DENOTES EROSION CONTROL SILT FENCE : B' CL 5 (RAVEL (100% CRUSHED QUARRY STONE) BASED ON STABLE SUBGRADE, INCREASE THINCKNESS d 00000000000000000000 DENOTES EROSION CONTROL SILT FENCE AFTER GRADING IF NOT STABLE 0 30 60 90 T ELEVATI N WHEN SHOWN R NEAR A CURB UNE, DENOTES GUTTER ELEVATION STALE IN FEET DENOTES ROCK CONSTRUCTION ENTRANCE • . • • • • • • • . • • • . • DENOTES CURB @ GUTTER TIPPED OUT D ?MpN 13 WARNING THE 'UNIIIIIII" SMALL Cowwr Al PUBLIC UTILITIES FOR ummoms OF ALL UNBEACRDINID CORES, CABLES, 0ONWTS, PIPES. OR OMEN SURIED SIRIICRIRk3.20RE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRICTION AT NO. COST TO OWNER. EROSION CONTROL NOTES 1. ALL PERIMETER COT FENCE AND ROPE CONBIRUNDII EN6NICF5 ARIL BE NWWED PAW TO CONSTRICTION. 2. THE C"ACIOR AWL CONSTRUCT DRAINAGE AASIIS PRIOR TO SITE GRADING. 3. THE CONTRACTOR AWL MADE SITE AND MARL UTACES. 4. THE CONTRACTOR AWL INSTALL CATCH SAN EROSION CONTROL MEASURES S. WITHIN TNM REDS E SIZE j%^&,, OSnNED AEIC COWL E SNDRGED INN SEED, SOD 9CEC AYLL E N ACCORDANCE WITH MIDOT SPEC. 2575. SEW pIXNRE SHALL E WHOM MIXTURE 500 ALL MULCH SNAIL BE TYPE 1 AND 91BL BE OW ANCHORED FTRIERR SHALL BE 10-tO-10 COMMERCIAL GRADE MEET THE REQUIREMENTS FOR MMDOT 3MI AND SHALL BE APPLIED AT A PA OF PER ACRE SOD SHALL MEET THE REOUWtEMENTS OF MOOT x75. ALL ANAS TO E SODDED OR SEEDED AWL BE WINED WITH MINIMUM OF FOUR INCHES OF TOPSOIL b ALL OWN CONTROL MFAWR6 SHALL BE INSTALLED AND iN1DRAIW O.IRCi ND MAINTAINED M AC<ORWICE WIITI Ott WIlUTION COMROI MINNESOTA INPOL'BI PDAnS 7. THE CONTRACTOR SHALL MYTIMI ALL EROSION CONTROL MEASURES. IMMUONO TW REMOVAL OF ACCLARAARD XT N FROM OF SILT FENDS. PANG THE DURATION OF THE CONSTRUCTION. S. ANY EXCESS SEDIMENT M PROPOSED PASSIM SHALL E REMOVED R THE CONTRACTOR 9. RFDANE ALL EROSION CLAIROL INSURES AFTER METATION R ESTM WED 10. THE CONTRA" SHALL RDA.E ALL WITS AND SEDIMENT TRACKED ONTO COSTIVE STREETS AND MAID ARM. It. R GLOWING DVR EWES A NUISANCE. THE CONTACTOR AWL APPLY YtlYER FROM A TAM{ TRUCK TO ALL CONSTRUCTION MOS. 12. SWEEP AWACENT STREET M ACCORDANCE WITH CITY REQUIREMENTS aNI•N M-• REVISIONS T HEREBY CERTIFY THAT THS PLAN; SPECIFICATION. OR L SCHOELL & MADSONI INC. DEVELOPER PROJEt AME SHEET TITLE Q NON REPORT WAN PREPARED BY ML DR UNDER MY E ERECT SUPERVISDN AND TINT 1 AM A DULY REGI REGISTERED PPORESSENGINEERS SURVEYORS P PLANNING OWNER/ BY W ,,W(]Yr A ?IU BUSINESS CENTER 6TH 7_f?tn MEi LAKIE HY NN CI N PR M TO fl ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA SOL TESTING ETNRIONLENTAL SERVICES MOU$AI'IlIAL EQUITIES L.L.P. NEW BRIGHTON, COIN ,0500 wAttATA BIRNEVARO, suTE i DATE REG. N0. 195154 MINNENNi1A MN Saws 821 FIR$T AYE. NORTH dMADNIG, DRAINAM (512) 540-TOOL PAX: 540-9055 M OMAPOLI$, W $6401 AB ANTE MINNIEfONT, MIN 55305 PNONEt 1$121 $82.1122 O81ON CON I OL & V 1t?11 E PLAN BOOK 212 PAGE 57 (93.17) S.M.I. PROJECT NO. 61846-038 SHEET 1 Of 2 SHEETS' .I e I' I CONSTRUCTION NOTES 1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT, y DIMENSIONS AND LOCATIONS. 116.I I 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL i EXISTING URUTY LOCATIONS AND INVERTS; SHOWN OR NOT SHOWN. ANY a? DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER IMMEDIATELY. a? W I 3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND I / I ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING i11 \ SERVICE CONNECTIONS. ILL 4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY Q, OF NEW BRIGHTON SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 5. S' WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4. FITTINGS ONFORM THE I 19i5t ANNSI/AWWACCIIO/A21.C0 OR ANISI/ WWA C153/A2153. OF ALL PLUGS, TEES, BENDS AND OTHER THRUST POINTS SHALL BE PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG. ALL WATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND IN ACCORDANCE WITH AWWA C600 AND CONDUCTIVITY PROVISIONS cu CONFORMING TO ANSI/AWWA C111/A21.11. BEFORE BEING PLACED IN v1- SERVICE, THE COMPLETED WATERMAJN SHALL BE DISINFECTED AND FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF pus THE MINNESOTA DEPARTMENT OF HEALTH. CONNECT TO 1?1 (Vy 6. SANITARY SEWER SHALL BE 6" PVC SDR 26 IN ACCORDANCE WITH ASTM l ` ELEVATION) 03034. 1 7. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE, ASTM C76, WITH TYPE R-4 CONFINED RUBBER "0* RING GASKET, ASTM C361 OR CONNECT TO CORRUGATED POLYETHLENE PIPE, MnDOT 3247 WITH INTEGRAN 1 EXISTING 0' STUB WATER TIGHT BELLS. INSTALLATION SHALL BE IN ACCORDANCE 9 - 5 ,x? Y g-451 BEND RIO WITH ASTM D2321 Ir zd* TEE 1 ?1 B. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR 1 MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T,99) FROM THE PIPE ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% p 1 ` STANDARD PROCTOR IN THE UPPER THREE FEET. zO0 1 1 o