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<br />200'-12" HDPE 0 1.OOX STMH 1 is22.bo ~ ~ I '
<br />emn,INOUS RIM=922.b0 B 8 ~ ~ , , CB 7 ExlsnNC INV.=908.48 ~~'I =908.48
<br />R4342 CASTING) ~ ~ ; {R4342 G4STING) BUILDI G _ ~ ~ FIELD VERIF`f~ ~ VERIFY)
<br />ExISTdc RIM 922.50 Z Ex~snNc RIM 922.8 ~ , . _ , - CONSTRUCT OVE ~STRUCT OVER C0NSTRUCT10~~ NOTES
<br />I euluaNc II B~u~owc INV.=920.00 i ~ BuILDINC INV.=918.0 fem. L..~ ~ , ~ ~ wooD FENCE ~ ~ EXIST. STC1B ) T. STUB) ,
<br />i wnpD FENCE ~ ~f ~ ~i~~. 1 ~~--~~r------------ 92~~ot, 924---~ ? ? ? ? ' h ~ 1. REFER TO ARCHITECT'S SITE PLAN FOF BUILDING AND PARKING LAYOUT, ? ? ? ? R I DIMENSIONS AND LOCATIONS.
<br />92 - - 1 i~ ~ 2. PRIOR TO CONSTRUCTION, THE CONTR,~.~TOR SHALL FIELD VERIFY ALL ml
<br />~~a . - x g 3.~-* ~ ? ~ ~ I EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY
<br />927.80 ~ E - / ~ DIRECT BUILDING ~ ?•OOfi U ? " ' ~ DISCREPANCY BETWEEN PLANS AND F ELD CONDITIONS SHALL BE
<br />/ V RF OW SCUPP R v:FS - --~r O E L E -.,BEND 0 ~ ~ REPORTED TO THE OWNER IMMEDIATE!.
<br />/ - TO EAST ~ ? o I~
<br />~ ~ I / x 9 7.40 ~ _ , ~ _ _ RIt~N=920. 0 ~ -'~~TtRG~ ~''~Caf~ I p ? N I W 3. THE UTILITY CONTRACTOR SHALL VERIF'r THE LOCATIONS AND
<br />~ • , / 927.20 927. 0 I dtS 828.15 NORTH BUILDING WALL I =944, 8 I dtS ? m ~ > ELEVATIONS OF THE BUILDING PIPE S ;STEM PRIOR TO CONSTRUCTING 4 8 ) o m ~ I- SERVICE CONNECTIONS.
<br />I / ~ )I 4 U y~~
<br />~ , / 927.50 ~~~~j P N .c ~p pW~y.~~p. ~~ry~y~ I ? ~ 4, ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY ? ,
<br />n I ~ / ~ !~7 rG.1~ RYA VrW~~V m ~ / ~ 0 I Q ~ OF NEW BRIGHTON SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.
<br />I ' ~ - / ~
<br />I ' ~ ~ j ~ ~ / I - I ! 5. 8" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE ?
<br />i I o ~ ~ ~ REQUIREMENTS OF ANSI/AWWA CL51/A21,5~1 AND C1O4/A21,4. FITTINGS
<br />rn / - ' I ~ I o ° I SHALL BE CLASS 250 CONFORMING TO rN;: REQUIREMENTS OF ° ~ ANSI/AWWA C11O/A21.10 OR ANSI/AWWA 153/A21.53.
<br />'~1 ~ I ~ / - w ,a W
<br />I a ~ ' C i 0
<br />z 1 _ ~ ALL PLUGS, TEES, BENDS AND OTHER THF~UST POINTS SHALL BE
<br />1 II I /r ~ ~ ~ PROVIDED WITH CONCRETE REACTION i~ACK WG OR MEGA LUG.
<br />I I ~ ~ i ~ ~ ~ ALL WATERMAIN SHALL BE INSTALLED WITH 4 MINIMUM OF 7,5' COVER AND
<br />I ,I ~ IN ACCORDANCE WITH AWWA C6O0 ANA C~'"IDUCTIVITY PROVISIONS
<br />I . ; 928.1 ' CONFORMING TO ANSI/AWWA C 111 /A2 ~ .11. BEFORE BEING PLACED IN
<br />I ~ RIM= 5.80 , C SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND
<br />I I ~ 22.30 x a 3 - FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF
<br />I ~ , 927.50 ~ . THE MINNESOTA DEPARTMENT OF HEALTH. CONNECT TO
<br />~ I ~ 92s.o 00'-8" PVC SD
<br />~ b 2.001 f 00 SDR 28 (F~ ~ In t 26 ~ RI d ` E S~N~ STUB 6. SANITARY SEWER SHALL BE 6" PVC Sf!R 26 IN ACCORDANCE WITH ASTM E) D3O34,
<br />o ~ CLEANOUT ~ 'i ~ ATION)
<br />\ RIM=924.90 ~
<br />- N z ' \ INV.=917.40 ~ 0 • ~ N N - p 7. STORM SEWER SHALL BE REINFORCED :ONCRETE PIPE, ASTM C76, wITH
<br />I - CLEANOUT • ~ _ \ I I • RIM 922.90 ~ 0 TYPE R-4 CONFINED RUBBER "O" Rlr:; GASKET, ASTM C361 OR
<br />• I I INV.=915. ~ CORRUGATED POLYETHLENE PIPE, MnC ~T 3247 WITH INTEGRAN
<br />K , - I I ~ x 91465 K \ I ~ I I c ~ ~ WATER TIGHT BELLS. INSTALLATION SHALL BE IN ACCORDANCE ~ ~ C N E Tt~ Q - ~ WITH ASTM D2321
<br />I s - II I ~ \ 1 .00 ~ E ~ ~ , ~ , INV. 9 8 ~ ~ ~ ~ E~ I N 8" Sly ~
<br />I. ~ s4_ ~ 5~ Q 1Y
<br />~ I I : ~ v ' - ~oPE N 0 4 8. UTILITY TRENCHES SHALL BE COMPACTi D TO 95~ STANDARD PROCTOR
<br />I I • o I ~'I ~ ~ 4 ` ~ MAXIMUM DRY DENSITY (ASTM D698.7~ OR AASHTO T-99) FROM THE PIPE
<br />\ ~ I , ~ I ; I ~ p 1 ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100
<br />cv o I i I ~ I - ~ I I ~ _ ~ Q STANDARD PROCTOR IN THE UPPER THREE FEET. ~ ~ a,, 0 1\
<br />I I I 'a' I / ~BMH 3 - 0 `1 t
<br />I I 1 .3 \ I IM 919.2b • R ~ , .3 ~
<br />x ~ I oox = I NV• 910.65 S ~ \ - ~
<br />~ I 1 N I x 929.8 2,g INV. 9 O.GS 0~ I x 925.0 ~ ~
<br />~ _ INV.=91 z. a w 927.5 xl~~ ~ , 4.0 ~ / ~ ~o
<br />' r ~ . TTT"TT. T. T. TTT. T. T. T. T. TTTTr. T. _ ~.J1~'• - _ - / ~ x 919. 919. r ` 1' ~ •
<br />29.9 928.7 927.8 ~ . . ; . x s^- / / r .~r ,1s ~
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<br />T. , N , ~ ~ D~ ~ i 4 t 9i4;~'~~ 1~.
<br />o ~ BMH 5 ~ ~ 4. z N ~ 4 / RIM 928.80 / / r 1 ' 1 1..
<br />of ~3.2z a sox o,soz ~ HDPE 0 2,40X x 9za.o / 7 INV.=919.88 x 927.8 340 r _ ~ ~ ~V . id EROSION CON'F ~ ' NOTES _ rr~
<br />x 927.40 92 .00 ~ ? ~ ~ ~ , 1. ALL PERIMETER SILT FENCE AND ROCK ,;ONSTRUCTION ENTRANCES ~~~~1i~ir ? ? ~ D SHALL BE INSTALLED PRIOR TO CONSIF UCT10N.
<br />I ~ . --928-~ ~ 1 i , 1 2. THE CONTRACTOR SHALL CONSTRUCT pI UNAGE BASINS PRKM TQ SRE GRADING.
<br />~ _ CBMH 4
<br />~ ~ ~ ~ ~ ~ ~ ' RIM=917.70 ' REPLACE CASTING WITH / a T ~ GHMN UN FENCE ~ , " - 11 W . / ~0 , 1 3, THE CONTRACTOR SHALL GRADE 517E A'.~ INSTALL UTILITIES.
<br />SU3I~OUNABLE CASTING INV.-9 .50 .50 w / 4. THE CONTRACTOR SHALL INSTALL CATCI 6NSIN EROSION CONTROL ' " ' 1 MEASURES.
<br />INV.=911.30 N - CO CTOR/OWNER Ex15TING , ~ ~ ,30 N - - ~ tUM~US 5. WTTHIN TWO WEEKS OF SITE GRADING, DISTURBED AREAS SHALL BE
<br />. TO C RDINATE RELO ATION ~ euKDINc XI TIN POWER OLE \ STABILIZED WfTH SEED, SOD OR ROCK 3+15E. SEEDING SHALL BE IN
<br />OF E G " ' " / EXISTING ° C - ACCORDANCE WITH MNDOT SPEC, 2575. SEED MIXTURE SHALL BE MNOOT 1 ~ ~ MIXTURE 500. ALL MULCH SHALL BE 'YPE t AND SHALL BE DISC
<br />BUILDING , , • N / i,,, ~ ANCHORED. FERTILIZER SHALL BE 10-.0-10 COMMERCIAL GRADE MEETING THE REQUIREMENTS FOR MNp6T 3991 AND SHALL BE APPLIED
<br /> I I AT A RATE OF 100/LBS. PER ACRE. ' 7D SMALL MEET THE REQUIREMENTS
<br /> OF MNDOT 3978. ALL AREAS TO BE `ODDED OR SEEDED SHAH EIE COVERED WITH MINIMUM OF FOUR INCN`S (X• TOPSOIL.
<br /> 6. ALL EROSK)N CONTROL MEASURES SHALL BE INSTALLED AND
<br />~.r, , MAINTAINED IN ACCORDANCE WITH CfIY, WATERSHED D15TRICT AND MINNESOTA POLLUTION CONTROL (NPDES) PERMITS.
<br /> 1. THE CONTRACTOR SMALL MAJNTAIN ALL EROSION CONTROL MEASURES, INCLUOINC THE REMOVAL OF ACCUMUU"ED SILT IN FRONT OF SILT
<br /> FENCES, DURING THE DURATION OF THE CONSTRUCTION.
<br />LEGEND 9. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR.
<br />PAVEMENT SECTIONS
<br />`n. ~ ~ DENOTES EXISTING CONTOUR 9. REMOVE ALL EROSION CONTROL MEASURES AfTfR VEGETATION IS ESTABUSHEO.
<br />HEAVY DUTY BITUMINOUS
<br />----~J98----- DENOTES PROPOSED CONTOUR 1 1 MnDOT 2331 BITUMINOUS WEARING COURSE WARNING 1 D. THE CONTRACTOR SHALL REMOVE All SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED APEAS.
<br />2 1 /7' MnDOT 2331 BITUMINOUS BASE COURSE DENOTES PERCENT OF GRADE 11. IF BLOWING DUST BECOMES A NUISANCE. THE CONTRACTOR SHALL
<br />8" CL 5 GRAVEL (100X CRUSHED QUARRY STONE) THE CONTRACTOR SHALL CONTACT APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS.
<br />BASED ON STABLE SUBGRADE, INCREASE THINCKNESS DENOTES DRAINAGE ARROW ALL PUBLIC UTILITIES FOR LOCATIONS 12. SWEEP ADJACENT STREET IN ACCORDAN('F. wrr}+ Crrr REQUIREMENTS
<br />IF NOT STABLE OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES,
<br />- - DENOTES EXISTING STORM SEWER OR OTHER BURIED STRUCTURES BEFORE
<br />LIGHT DUTY BITUMINOUS DENOTES PROPOSED STORM SEWER 2 1 2" MnDOT 2331 BITUMINOUS WEARING COURSE DIGGING. HE SHALL REPAIR OR REPLACE
<br />/ THE A84VE WHEN DAMAGED DURING
<br />6" CL 5 GRAVEL (100X CRUSHED QUARRY STONE) ? ? o ? ? ? ? ? ? ? o ? ? ? DENOTES EROSION CONTROL SILT FENCE BASED ON STABLE SUBGRADE, INCREASE THINCKNESS CONSTRUCTION AT NO COST TO OWNER. °~10
<br />Z T R I N CONTROL SILT FENCE AFTER GRADING IF NOT STABLE ~ pppppp00p00000000000 RENO ES E OS 0
<br />v 60 90 ATI N WH N HOWN z 0 30 x 900.5 DENOTES SPOT ELEV 0 E S
<br />NEAR A CURB LINE, DENOTES GUTTER ELEVATION w
<br />z SCALE IN FEET
<br />DENOTES ROCK CONSTRUCTION ENTRANCE
<br />w
<br />~ DENOTES CURB do GUTTER TIPPED OUT rn
<br />~n
<br />BENCHMARK: a-;
<br />TOP NUT HYDRANT CORNER CV
<br />Ol •
<br />N ELEVATION = ? V
<br />Ql O
<br />~ nu~r,lrn /nnln nnrn f DDr1 ICr`T ~IAAIC /CLJC['T TITI C
<br /> i r INvVLV I ivninL/ i IL- L I I I I LL
<br />REVISIONS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR V IV C R U C V C.LU r CfR INC. REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SCHOELL & MADSON , m OAS BY REVISION SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEERS • SURVEYORS + PLANNING
<br />JOH uz) ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA, JOHN ALLEN LAKEVIEW BUSINESS CENTER 6TH
<br />SOIL TESTING * ENVIRONMENTAL SERVICES co
<br />- - 10580 WAYZATA BOULEVARD, SUITE 1 INDUSTRIAL TRIAL EQUITIES, L.L.P. NEW BRIGHTON, MN
<br />MINNETONKA, MN 55305 321 FIR. 321 FIRST AVE. NORTH PRELIMINARY GRADING, DRAINAGE,
<br />CD DATE: 12-29-98 REG, NO. 19584
<br />0 (612) 546-7601 FAX: 546-9065 MINNEAP MINNETONKA, MN 55305 IINNEAPOLIS, MN 55401
<br />REVIEWED 81: DATE PHONEi m PHONEi (6121 332-1122 DATE; DEC. 1998 EROSION CONTROL & UTILITY PLAN
<br />BOOK 212 PAGE 57 (93,17) w S.M.I. PROJECT NO. 61846-038 SHEET 1 OF 2 SHEETS
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