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<br />a,
<br /> - ' 0 i.1 I I
<br />200'-12' HDPE 0 1,OOx STMH 1 ' BITUMINOUS STMH 1 t.>~, RIM=922.0 I I
<br />B 8 RIM=922. 0 ' ~ ~ „ , , CB 7 ~ ExlsnNc R4342 CASTING s ' N BUILDING INV.=908 INV.=908 ,
<br />R4342 CASH G) ' IM=922.50 ~ IM=922.8 ~ FlELD IF I ExISTINC ExISTING : i Exnn"c ~ / '"s' CONSTR FlELD IF1') - I
<br />BuILaNC BUILDING INV.=920.00 BuILaNC ENV.=918. ~ I ~ 9?+5 v K 1 ~ I CONSTR OVER CONSTRUCTION NOTES
<br />9~5 ~ a; WOOD FENCE ~~.I, ~ ST, B I M000 FENCE t u~ IST. B 1 x s 1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT,
<br /> 00?? ? w I DIMENSIONS AND LOCATIONS.
<br />~
<br />9 ~'9 ~ ~ & I ~ 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL
<br />92~j 1 - 923 I ' 927.80 ~ x 923 ~ m I EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY
<br />/ ~ I T I IN A ~ , . ~ .1 E 0 I D REC BU LD G --~r_._ ,00 (i ? ' DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE
<br />I ,,F q p / OVERFLOW SCUPPER ? I REPORTED TO THE OWNER IMMEDIATELY.
<br />/ - TO EAST r, w:. n ~ x 9 7.40 I ~ 4;a1 , ? I V ~
<br />~ / - - °'i - - -,1:; ' RI =920. • ~ 927.20 92 0 I dtS =920. ~ ry I ~ 3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND = dtS I > ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING
<br />, A28,t5 NORTH BUILDING WALL CONNECTION I ~ / =914 V ~ =9>~ ) p m I I . SERVICE CONNECTIONS.
<br />N / 927.50 APPROX. BUILDING PA
<br />? I ~ 4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY
<br />m / AS PER RLK GRADING LAN I ~ a=' - ? ' I Q I OF NEW BRIGHTON SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.
<br />'I ~ ~ ~ / I o _
<br />I - ~ / ~ ~ ~1 5. 8" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE
<br />I _ ~ >x ~ / o N ~i~l h n• I I 4 a ~ I I REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21,4, FITTINGS SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF
<br />. ~ x o .,.I / _ ~ ° I I ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/A21.53.
<br />,<< 1 ,
<br />YI I ~ 1 O _ I ALL PLUGS, TEES, BENDS AND OTHER THRUST POINTS SHALL BE
<br />1I • =1 / ~ II ~ I PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG.
<br />> - I
<br />rn IJ I ~ la, ALL WATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND
<br />, Y ~ 1 ' IN ACCORDANCE WITH AWWA C600 AND CONDUCTIVITY PROVISIONS
<br />92e.~ I = 1 ' ' ° I CONFORMING TO ANSI/AWWA C111 /A21.11. BEFORE BEING PLACED IN
<br />RIM 5.80 I 22.30 x , , C;, SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED aND
<br />I 927.50 ~ ~ FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF
<br />~ _ ~ ' ` CONNECT TO THE MINNESOTA DEPARTMENT OF HEALTH.
<br />926.0 , a - l QD -g" , ~ ~ ~ 2.00l~ 1 n l EXISTING d' STUB
<br />~ ~ SDR 28 ~1 SDR 26 ~ 1 ~ FELD VERIFY 6. SANITARY SEWER SHALL BE 6" PVC SDR 26 IN ACCORDANCE WITH ASTM
<br />CLFANOUT ~ ~ I I ~LEVATIDN) 03034.
<br />RIM=924.90 b• I ~ INV.=917.40 N H ~0 ~
<br />~i , ~ CLEANOUT " - 0 1 7. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE, ASTM C7fi, WITH
<br />~~ti~ i I ~ ~ RIM=922.90 ~ Y I ~ TYPE R-4 CONFINED RUBBER "O" RING GASKET, ASTM C361 OR
<br />I ~ INV•=915. K ~ CONNECT TO CORRUGATED POLYETHLENE PIPE, MnDOT 3247 WITH INTEGRAN
<br />~ ~ ~ r I ~ ( I x 924185 K I ,3 I K ~ ~ a 1 ` EXISTING STUB WATER TIGHT BELLS. INSTALLATION SHALL BE IN ACCORDANCE
<br />1 ~ INV.=918.00 1 CBM 3 + J 1 ~ ' 1 ~ 8" -45' BEND dt WITH ASTM 02321
<br />' 54 ~ RI~1= 19.20 .•I J ~ ~ . - ~ + p ~ ~ 8'x!3' TEE
<br />~ . ry INV,a 10.85 s y 0 J ~ 0 N INV. 0.65 ' S p ~ 8. UTILITY TRENCHES SHALL BE COMPACTED TO 957 STANDARD PROCTOR
<br />~ ~o I 0, ~ ~ INV.=9 2.20 w I MAXIMUM DRY DENSITY (ASTM 0698.78 OR AASHTO T-99) FROM THE PIPE
<br />• ~I N ~ ~ 1 I e I ~ p ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 1007 'W i F' p 1 ~ ' ` 4p ~ 1 ~ STANDARD PROCTOR IN THE UPPER THREE FEET.
<br />M ~ ~ 1 ~ ~ rn~ ~ I ! i 1
<br />I ~ ~ . ~ ~ J ~ i
<br />HmRANr ? / t; GATE vAL J oo% wA MAIN 1 x / ~ .3 ~ ~E 1
<br />- L 919 x •s ~;F I ~ AVOID C NFUCT ~ ~ x 9,9, ' ~ ,
<br />h x 925.0 • ~ . 927.5 . , , u 4,0 ~ ~ - ' T
<br />~ 1 , - i
<br />' . r. rrrr~ r. r. 1 ~ } ~ " s 926.7 • r. rr*Tr. r. r. ~rrr. r. r. • ~ ~ z 919. ~Tt)GIJ 93D 5 ~ .9 927.8 x 7. ~ x ~ I 4. / / / J z 919. r ~ 1 1~ ~
<br /> j~
<br />I / Ol / ' ~ q~ ~
<br />p N 1~ / l 5 BEND ~ BMH 5 ' ' NQ. i
<br />RIM=926.60 ~ / 1 ~ d1 ~.2% C 80X r ~ ~ 0.60% , ~ 40 T2' H PE 0 2/40X x 923.0 , STnFM
<br />1 >t 927:40. 927.00 INV.=919,86 ~ x 927.e 3 D ~ ,rdF~' EROSKNI CONTROL NOTES t~ ~~i'e ~ " 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES
<br />~ ~ ,Ra -928-~ rrrr +r'i~i ? p f _ SHALL BE IN$TAI1fD PRIOR TO CONSTRUCTION.
<br /> ~~ta~ ~Ye 1
<br />CBMH 4 REPLACE CASTING WITH 4 % ,~~~1' 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR Tb SrtE GRADING.
<br />RIM~911.70 SURMOUNABLE CASTING 4: ~ ~ ' cl+wN uN FENCE INV.=911.50 A ~ ~ ~ ~ ; - (vj 1 3. THE CONTRACTOR SWILL GRADE SITE qND INSTALL UT1LlTIES. 911.50(VV) _ _ 1 4. THE COrRRACTUR SHALL INSTALL C~4TCH BISIN EROSKkI COKIROL
<br />INV.=911.30 N 911.30(N I, r 1 MEASURES.
<br />. ExlsnNC 9 I r. BUILDING ~ ~ S. WITHIN iYND WEEKS OF SRE GRADING. ALL DISTURBED AREAS SHALL 8E
<br />CONTRALTO OWNER ~ ~ a ~ ^ ' ~ TO COORDIN RELOCA N ExlsnNC •
<br />F EXISTING WER PO BUILDING , ~ , ~ ACCORDANCE WRNS MNOOT SPEC. 2575. SEED MDRURE SHALL BEIMNDOT r ~ MIXTURE 500. ALL MULCH SHALL BE TYPE 1 AND SHALL BE DISC
<br /> ~ ~ ~ ~ MEETING THE REQUi~REMENTS FOR MNDOTD3a81 ,SIW GRADE APPLIED
<br />2 AT A RATE OF 200/IBS. PER ACRE. SOD SWILL MEET THE REQUIREMENTS
<br />~ OF MNDOT 3878. ALL AREAS TO BE SODDED OR SEEDED SHALL BE COVERED WRH MINIMUM OF FOUR INCHES OF TOPSOIL
<br />q^5 R 6. ALL EROSKk! CONTROL MEASURES SHALL BE AiSTALLED ANO
<br />' 926.3 MAINLINED M ACCORDANCE wrTH CRY, WATERSHED DISTRICT AND MINNESOTA POLLUTION CONTROL (NPDES) PERMITS.
<br />7. THE CONTRACTOR SWd,L MAINTAIN ALL EROSKFI CONTROL MEASURES.
<br /> INCLUDING THE REMOVAL OF gCCUMUUTED SILT IN FRONT Of SILT
<br /> FENCES, DURING THE DURATK)N OF THE CONSTRUCTION.
<br />LEGEND PAVEMENT SECTIONS B. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR,
<br />age DENOTES EXISTING CONTOUR 9. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS
<br /> ESTABLISHED.
<br />HEAVY DUTY BITUMINOUS -----998----- DENOTES PROPOSED CONTOUR
<br />1 1 2" MnDOT 2331 BITUMINOUS WEARING COURSE WARNING 10. THE CONTRACTOR $Wy.L REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS.
<br />1 0% 2 1/2" MnDOT 2331 BITUMINOUS BASE COURSE DENOTES PERCENT OF GRADE 8" CL 5 GRAVEL (1009 CRUSHED QUARRY STONE) 11. IF BLOWING OUST BECOMES A NUISANCE. THE CONTRACTOR SHALL
<br /> THE CONTRACTOR SHALL CONTACT APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION ARFJIS. ALL PUBLIC UTILITIES FOR LOCATIONS 1 Z SWEEP ADJACENT STREET IN ACCORDANCE WITH CITE REQUIREMENTS
<br />N T RAINAGE ARROW BASED ON STABLE SUBGRADE, INCREASE THINCKNESS DEOESO IF NOT STABLE OF ALL UNDERGROUND WIRES, CABLES,
<br />~ ' - DENOTES EXISTING STORM SEWER CONDUITS, PIPES, MANHOLES, VALVES,
<br /> OR OTHER BURIED STRUCTURES BEFORE
<br />N T PROPOSED STORM SEWER LIGHT DUTY BITUMINOUS DE O ES 1 2" MnDOT 2331 BITUMINOUS WEARING COURSE 2 / DIGGING. HE SHALL REPAIR OR REPLACE
<br />6" CL 5 GRAVEL (1009: CRUSHED QUARRY STONE) THE ABOVE WHEN DAMAGED DURING
<br />0 0 0 0? o 0 0 0 0 o a? o DENOTES EROSION CONTROL SILT FENCE BASED ON STABLE SUBGRADE, INCREASE THINCKNESS CONSTRUCTION AT NO COST TO OWNER. °R°'10
<br />OOC10000 DENOTES EROSION CONTROL SILT FENCE AFTER GRADING IF NOT STABLE
<br />x~
<br />O 30 60 90 x 900.5 DENOTES SPOT ELEVATION. WHEN SHOWN
<br />' H NEAF? A CURB LINE, DENOTES GUTTER ELEVATION
<br />a ~
<br />1, _ SCALE IN FEET
<br />DENOTES ROCK CONSTRUCTION ENTRANC ~
<br />• • • • • • • • • • • • • • • DENC?TES CURB & GUTTER TIPPED OUT
<br />i~
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<br />' ~~~a I _ - _ _ _ _ _ f1WN~'R /f1~/RI (1PFR 1'1 P1 l1n1A?In r ?r ur ni .u onrn~r.n.nnu ne _ . MFR PRn.IFf _T N~I~F /CNRFT TITI R
<br />v••i•~i~~ v~.•~w~. D ntVIJIIJIV~ I rltKtt3T I.tKIRf Ir1Al 11113 rLnn, ~rCV1n~,AnVi~, vn ' INC'
<br />CD DATE BY REVISION REPORT WAS PREPARED BY ME OR UNDER MY DIRECT a SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL
<br />1-27-99 JAZ HYD & Y CONNECTION PRELIM TO FINAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ENGINEERS • SURVEYORS PLANNING ic) m SOIL TESTING • ENVIRONMENTAL SERVICES JOHN ALLEN LAKEVIEW ~ BUSINESS CENTER STH
<br /> STRIAL EQUITIES, L.L.P. NEW BRIGHTON, MN
<br />- - 10580 WAYZATA BOULEVARD, SUITE 1 INDUSTRIA
<br />° MINNETONKA• MN 55305 3Z~ FIB m DATE: 12-29_98 REG. NO. 19584 321 FIRST AVE. NORTH GRADING, DRAINAGE,
<br />11 (612) 548-7601 FAX: 546-9065 C5 MINNEJ MINNEAPOLIS, MN 55401
<br />MINNETONKA, MN 5530 co REVIEWED BY: DATE PHONE
<br /> PHONES 16121 332-1122 AT ; . 1 998 EROSION CONTROL S UTILITY PLAN
<br />BOOK 212 PAGE 57 93,17
<br /> S.M.I. PROJECT NO. 61846-038 SHEET 1 OF 2 SHEETS
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