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<br />' y 200'-12" HOPE 0 1.OOX STMH 1 IH 1 ~q,,.;
<br />RIM=922 BITUMINOUS p2~ r B 8 ~ CB 7 x ~ ExlsnNc ~ 9;F R '~7~: e ~ eul~lrrc INV.=908r =922 0 f: ( ,=908,
<br />R4342 CASTING) ~ R4342 CASTING) ~ ~ FIELD IFY) z 10 I~
<br />R: ' IM-912.50 M - ExlsnNC ~ IM~922.8 , , ' ! ExISTING ExISTING a ~ ~ ~ CONSTR OVI INSTR T OVER y`
<br />Bu~DINC eul~aNC INV. 920.00 ~ eui~aNC a2~r111. 918• a:, , ~ s 9:+ . ~ EXIST. B 92 29.4 . D25.2 WOOD FENCE '29.1 B y ~ I ~ W CONSTRUCnON NOTES
<br />I N000 FENCE D`8.5 .9 2 J 2J a X ~ ~ { 92B' - - ,-P - 924T,007t--- %Lr 924---:` o ? ? a
<br />y" 929.1 4 ~ 6 1 2 .5 • G"'~""'~.'-- x. w ~ r~ ~ - -1 ~ I " + a 1, REFER TO ARCHITECT'S SfTE PLAN FOR BUILDING AND PARKING LAYOUT,
<br />i 190 = I °-----9 rr---------- rr ~~2F .r~r- o . _ _ ` „ ~ ~ ? I ~ DIMENSIONS AND LOCATIONS.
<br />0 0 ~ ~ r ~ . . . . 'r`~~5 . . g `i2P.0 x 9 9 y m i ~ 928.1 `'""~~--.qt 923, 235.-x ? ~
<br />I 927,80 - x r~. ~ o2r,0 5251 ,,,,w, E , 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FlELD VERIFY ALL
<br />~ 9P~, DIRECT BUILDING 92s•. ~ ~~-Q I 978.9 _4,~° .00 , OvERFLOw SCUPPER R, 9285 tati r; o ~ ~ EXISTING Unl1TY LOCAnONS AND INVERTS, SHOWN OR NOT SHOWN. ANY
<br />n 9 , 97 x 928.3 D~ NQ I 9 . ~ W ~ I / TO EAST x X 99.8 ~ ~ 9Y p ~ n ~ I DISCREPANCY BETWEEN PLANS AND F1ELD CONDInONS SHALL BE
<br />~ / x 927.40 I R = - - ~a . ~ 9~8 ~ RI =920. ;O ? N I `W REPORTED TO THE OWNER IMMEDIATELY,
<br />Z ~ ,.W y I IR a ~ ~ ~ / ~ 927. o "~bTIRG~ dcS a ~ ~ 9. ° 92 .20 A28.15 TIN - ~ S ~ m I / 3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCAnONS AND
<br />8 ~ x ~ NORTH BUILDING WALL CONNEC 0 ~ ~ I / ~ - - ) W~ ° ~ D - I~ I I - ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING
<br />~ ~ I ~ ~ } 9,19 6 ry 927.50 • APPROX. BUILDING P ? z ~ SERVICE CONNECTIONS, ?
<br />~ ~ ~ ~ ~ ' ~ ING LAN AS PER RLK GRAD ,
<br />g m i ~ a 0 ~ ~ x I D I 4. ALL llTiLlil' WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY
<br />I ~ / 1 ~ I ~ ~ ~ I ~ ro ' ~a' ~ I OF NEW BRIGHTT)N SPECIFICATIONS AND BUILDING PERMfT REQUIREMENT'S. „o ,
<br />I . I S i a,a' fA ~ ~ i sag,, I a
<br />z~ ~ / ~ ~ a I I` : 5. 8" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE Q I REQUIREMENTS OF ANSI/AWWA CLS1/A21.51 AND C104/A21,4. FITnNGS
<br />_ I ~ I 914 R ~iy Q I s x a ~ K x
<br />A5 m I ~ IX I / 92? ? ~ ry 21.9 '9 t I ~ T a, I e5 a I SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF a I ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/A21,53,
<br />I 1 . 1 I ~ W ao ~ I b ~ ALL PLUGS, TEES, BENDS AND OTHER THRUST POINTS SHALL BE
<br />~ i W - i o x rn ~ II I I n, PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG.
<br />n?9 a ~ Z r ..I Im
<br />{p v I CI W 9 ~ ~ I l~ ~ ALL WATERMNN SHALL BE INSTALLED WRH A MINIMUM OF 7.5' COVER AND
<br />I r I I I~ `Q~,~ IN ACCORDANCE WRH AWWA C800 AND CONOUCTTVRY PROVISIONS
<br />M W RIM- 5.80 ~P1 W W 22.30 z 9. R ; .W • l CONFORMING TO ANSI/AWWA C111/A21.11. BEFORE BEING PLACED IN
<br />* y,"T5 I 925,, 927.50 1 ° SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND
<br />8 , x ~ 1950. ~ • ~ Y s x CONNECT TO FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF
<br />~ ~ M 926.0 00'-~' ~ ' ° SDtt ~ 2.00' 1 O0 a ~ M 8" SDR 26 EXISTING ~ STUB THE MINNESOTA DEPARTMENT OF HEALTH. IR 26 ( RI p ~ 1 (FlELD VERIFY
<br />17 N ( o ° ~ ` 1 1~ 1 ELEVAnON) 6, SANITgRY SEWER SHALL BE ~ PVC SDR 26 IN ACCORDANCE WITH ASTM
<br />CLEANOUT ~ N ` I M RIM=924.90 a ~11~ N ~V a 1 D3034.
<br />Z I ~ ~ ry 9ys.0 p ~ ~ IVY,=917,40 aj , Q w, O
<br />~ 430, i z l x CI,EANOUT r ° 4f, r92c} I
<br />~ I ~ RIM 922.90 ~ ~ x CONNECT TO 7• STORM SEWER SHALL BE REINFORCED CONCRETE PIPE, A5TM C78, WITH
<br />„ ~ INV, 915. o I ~.9 K ~ r "i 1 ,1 EXISTING 8" STUB TYPE R-4 CONFlNED RUBBER '0' RING GASKET, ASTM C361 OR
<br />~ ~ I .G , x 92465 ~ I r *S. ( 9 a ~ I ~ ~ 8" -45° B`ND do CORRUGATED POLYETHLENE PIPE, MnDOT 3247 WITH INTEGRAN
<br />\ - ~ y x , INV.s918.00 I CBM 3 .r I I ~ . o.~; -~:I, ~ Is4~_ <j. ~ RIM= 19.20 ~ ~ ~ O 1 ,o ~ 1 WATER nGHT BELLS. INSTALLATION SHALL BE IN ACCORDANCE p ~ 1 8"x6" TEE WRFI ASTM D2321
<br />I ~ I ~ ; ~;:9e ` 928.3 x l~ INV•~ 10.88 S i ~ 0 '
<br />EO S N ~ • 5 I \ a ~ iNV, 9 0 8 z ~ ~ I ~ I - 0
<br />~ to ~ o I INV. 9 2.20 1 o ~ ~y I I f I ~ 1 8. UTILITY TRENCHES SHALL BE COMPACTED TO 95X STANDARD PROCTOR I ~ ~ MAXIMUM DRY DENSITY (ASTM D898.78 OR AASHTI7 T-99) FROM THE PIPE
<br />~ c, , ,,.1 N I \ o ° ~ ~ t ~ ~ rl ~ ` r 1 ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100%
<br />O ~ x 929.2 ~ ( I ~ ~ I I Z ~ I I Q14:~p V STANDARD PROCTOR IN THE UPPER THREE FEET.
<br />a ~ x 927.4 a ~ , ~ HYDRANT ~ t .3
<br />~ 9'mc 6" GATE LVE I ooz L ER wA MAIN s~ 9Tg ~ ~ ~ 1
<br />Z T AVOId C NfLICT 9.> d 930;0- 928.5 I~ x 927.6 2n.~ .5 ~ ; ~ ~r ~s,.,r
<br />k ~ I x 925.0 ~ a t. x 4.0 ~
<br />~j~ ' s .z - 9J. 928.2 4 U 9, ` . T. TTT~7•. T. T• TTTr. T. T• • . T. T. j,~~ 9tg. ~ ~ ~ ~~Z 1
<br />Jt.+ o r.~ ~ x 919. sTURU / z ~ 4. ~ 1
<br />9'D S x z . ~ / ~ ~ ~ 57' 15" la
<br />q~°~ ~ - 4 28.5 I Y ` / / / ovFp„ru, - ~ ~
<br />o H 3 . ~ ~ 4.sx ry 4.3'~ s 45° aEN . I / ~ ~ 1
<br />6 4 Nd RIM 928.80 1 ~ - aeox ' ~ WbPE 0 2AOX 923.0 / S'f!~4 ~ ~ Q tiF-Wt y ' ti
<br />~ 7 lNV.~919.88 ~.w x 927.E 340 2' 9 .4 92 .0 ~ ~ . ~ • ~ 91 Q EROSION CONTROL NOTES
<br />REMOVE EXISTING 8824 ~ 1 k ~ ' ~ ~.,.,c '~-L~ ~ --928 _ _ - _ NCRETE ~ 930 ---r ,'A , 9,~ 1 A27.3 9<21 P r r r - ~ INSTALL 8 CO ~ ~ ~ -aa.~ ~ ~ ? ? ~ . - 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES
<br />- ~ , APRON TO ROW I CBMH 4 ! 1 SHALL BE INSTALLED PRIOR TO CONSTRUCTION.
<br />x RIM 917.70 x,70 _ " ~ a ~ , , (:,1 1 2. 711E CONTRACTOR SHALL CONSTRUCT DRAINAGE aASINS PRIOR TO sfTE CRADING~
<br />~ ryo~ ~ 4,4 p CHAIN UN FENCE G:1, A l - INV.-911.50 W / 1.50 W ~ ~ ~ ~ - . 3. THE CONTRACTOR sHA11 GRADE SITE ANO INSTALL UnunES.
<br />REPLACE CASTING WRIT ~ I r q~,; z,,l INV.-911.30 N 1.30~N~;~
<br />SURMIOUNTABLE CASTING ! p ~ 92: ~'A, SHALL CO ACT RAMSEY COUNTY N euI~DlNr,c a>• i AS PER RAMSEY COU ~ CONTRACT OWNER HIGHWAY Ef'ARTMENT CLEPPER 484-910 ~INOVS ~ 4. MEASURER SHALL INSTALL CAl'CH BASIN EROSION CONTROL
<br />~ ~ ~ ~ w WITHIN RIG -OF-WAY REQUIREMENTS TO COORDI RELOCA PRIOR CUMMENCING ANY ORK H# a~a ExISnNG ~ C .1 S. WTTHIN TWO WEEKS OF SITE GRADING, ALL DISITIRBED AREAS SHALL BE
<br />F EXISTING PO ~ eul~DiNC ~ ~2e ~ a 7 22 a ~ ~ STABILIZED WfTH SEED, 50D OR ROCK BASE. SEEDMG SHALL BE M vY2.1. ACCORDANCE WfiH MNDOT SPEC. 2575. SEED MIXTURE SHALL BE MNDOT
<br />US^ ~ MIXTURE 500. ALL MULCH SHALL BE TYPE 1 ANO SIIAIi BE DISC
<br />1 ANCHORED. FERTILIZER SFIALL BE 10-10-10 COMMfRCLAL GRADE HEELING THE REQUIREMENTS FOR MNDOT 36E1 AND SHALL BE APPLIED
<br />1 ~7P 9 Y AT A RATE OF 200/LBS. PER ACRE. SOD SHALL MEET 1NE REOUIREMENIS Of MNDOT 3878, ALL AREAS TO BE SODDED OR SEEDED SHALL BE
<br />5 9 X, ?28,3 COVERED WITH MINIMUM OF FOUR INCHES OF TOPSOIL.
<br />V 6. ALL EROSION CONTROL MEASURES 5HA1L BE INSTALLED AND
<br />. d5~ MAINTAINED IN ACCORDANCE WITH CRY, WATERSHED DISTRICT AND MINNESOTA POLLUTION CONTROL (NPDES) PERMITS.
<br /> 1. THE CONTRACTOR SHALL MNNTNN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT
<br /> FENCES, DURING THE DURATK)N OF 1HE CONSTRUCTION.
<br />LEGEND 8. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHAM BE REMOVED BY THE CONTRACTOR.
<br />PAVEMENT SECTIONS
<br />~ CNOTES EXISTING CONT~DUR 0 9. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED.
<br />HEAVY DUTY BITUMINOUS
<br />-----x998----- DEMOTES PROPOSED CONTOUR 1 1 2' MnDOT 2331 BITUMINOUS WEARING COURSE WARNING ' THE CONiRM.'10R SHALL REMOVE ALL SOAS AND SEDIMENT TRACI(ED ONTO EXISTING STREETS AND PAVED AREAS.
<br />t Oq; 2 1 /2" MnDOT 2331 BITUMINOUS BASE COURSE r-- DENOTES PERCENT OF GRADE 8" CL 5 GRAVEL 100X CRUSHED QUARRY STONE) 11. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL
<br />( 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 UnLInES FOR LOCATIONS 12. SWEEP ADJACENT STREET IN ACCOROAN(.'E WITH Cm' REQUIREIAENTS
<br />IF NOT STABLE ~ - DENOTES EXISTING STORM SEWER OF ALL UNDERGROUND WIRES, CABLES, CONUUIT'9, PIPES, MANHOLES, VALVC5,
<br /> OR OTHER BURIED STRUCTURES BEFORE
<br />UGHT DUTY BITUMINOUS DENOTES PROPOSED STORM SEWER 1 MnDOT 2331 BITUMINOUS WEARING COURSE DIGGING. HE SHALL REPAIR OR REPLACE
<br />2 ~r THE ABOVE WHEN DAMAGED DURING
<br />6' CL 5 GRAVEL (100X CRUSHED QUARRY STONE) ? ? ? ? ? o ? ? ? ? ? ? ? ? DENOTES EROSION CONTROL SILT FENCE BASED ON STABLE SUBGRADE, INCREASE THINCKNESS CONSTRUCTION AT NO COST TO OWNER.
<br />~ IF NOT STABLE
<br />Y ~ 00000000000000000000 DENOTES EROSION CONTROL SILT FENCE AFTER GRADING
<br />z 0 30 fi0 90 x 900.5 D::NOTES SPOT ELEVATION. WHEN SHOWN NEAR A CURB UNE, DENOTES GUTTER ELEVATION
<br />w W a SCALE IN FEET
<br />w DENOTES ROCK CONSTRUCTION ENTRANCE
<br />~ • • • • • • • • • • • • • • • • DENOTES CURB do GUTTER TIPPED OUT
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<br />- - - - - - - I - - - - - - nwnl~R /nr11~1 np~R PROJECT NAME/SHEET TITLE
<br />HLWNUN5 I HEREBY CERTIFY THAT THI5 PLAN, 5FtUIFIUAnun- VH I SCHOELL & MADSON INC
<br />REVISION REPORT WAS PREPARED BY ME OR UNDER MY DIRECT f m ( DATE By o SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL IN RS SURVEYORS PLANNING
<br />1-27-99 JAZ HYD & Y CONNECTION PRELIM TO FINAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ENG EE JOHN ALLEN LAKEVIEW BUSINESS CENTER 6THH
<br />00 3-31-99 AS RAMSEY COUNTY REVISION SOIL TESTING ENVIRONMENTAL SERVICES INDUSTRIAL TRIAL EQUITIES, L.L.P. NEW BRIGHTON, MN
<br />10580 WAYZATA BOULEVARD, SUITE 1
<br />MINNETONKA, MN 55305 21 FIR: 3 m DATE: 12-29-98 REG. NO. 19584 L~? 321 FIRST AVE. NORTH GRADING, DRAINAGE,
<br />(612) 546-7601 FAX: 546-9065 MINNEAP IINNEAPOLIS, MN 55401
<br />MINNETONKA, MN 55305 m REVIEWED BY: DATE .
<br />PHONE ~NONEi [6121 332-1122 AT • pEc. 199 EROSION CONTROL & UTILITY PLAN
<br /> S.M.I. PROJECT NO. 61846-038 SHEET 1 OF 2 SHEETS
<br />BOOK 212 PAGE 57 (93,17)
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