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<br /> UTILITY NOTES ~
<br />SEE STREET PLAN SHEETS C13 AND CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING
<br />~ C14 FAR CITY STREET PROFILE : , ~ UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF SITE
<br />SECTION, UTILITES AND NOTES i GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF
<br /> DISCREPANCIES OR VARIATIONS FROM THE PLANS.
<br />S 1 4 of i North Ilne of W / SW1 /4 of ~ BUILDING LASTING RELATIONSHIPS
<br /> ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER
<br />~ ~ STATE ONE CALL" (651-454-0002 OR 1-800-252-1166) FOR UTILITY iff_ LOCATIONS, 48 HOURS PRIOR TO EXCAVATION. RYAN ID# 1410
<br />
<br />SEE SHEET C12 FOR 14TH
<br />° ° ° CONNECT TO 8 STUB 2 0 STREET POND SKIMMER 8" 90' BEND (3) F0~20 DETAIL I WATER MAIN, SANITARY SEWER 8c STORM SEWER CONSTRUCTION SHALL RYAN COMPANIES US, INC.
<br />T 0~ CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER 50 South Tenth Street, Suite 300
<br />I MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM Minneapolis,MN55403-2012
<br />0 ~ .s 40 00 41+00 42+00 43+00 44+ 0 - - - I - I - - - - _ . SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF
<br />SEE SHEETS C13 AND Ci4 FOR ROAD IMPROVEMEN MINNESOTA. 612-492-4000 te1
<br /> 612-492-3000 fax
<br /> CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE BUMPED 0.04 WWW.RYANCOMPANIES.coM
<br />8" M-PVC _ - FEET. ALL CATCH BASINS IN GUTTERS SHALL BE BUMPED 0.15 FEET PER
<br />4¢ y0p ~F ° DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT BUMPED
<br />8" 5AN SERVICE 0.20q ELEVATIONS.
<br />INV.=895.23 ° 10' D&U EASEMENT
<br />B° COMBINED DOMESTIC & CONNECT TO 6"STUB FIRE SERVICE W/ P.LV. REFER TO SITE PLAN FOR CURRENT HORIZONTAL DIMENSIONS AND LAYOUT. PROJECT NAME
<br />REFER TO MECH PLANS FOR CB 11 (48") SEE CITY PLAN SHEETS WALL MOUNTED FIRE CASTING R-2580-C
<br />FOR UTILITES N DEPARTMENT CONNECTION RIM=899.5D 'J ' : s 0 D ALL WATER PIPE TO BE DUCTILE IRON PIPE (D.I.P.) CLASS 52 UNLESS
<br />PUBLIC STREETS LacnnoN. 1 &U EASEMENT INV.=897.22 12" (SE) OTHERWISE NOTED.
<br />DRAINTILE _ , SEE DETAIL
<br />CBMH 10 (48") ! ? CASTING 3030AGR SHEET C12 ALL FIRE HYDRANTS TO BE MEDALLION HYDRANTS FROM THE CLOW VALVE
<br />I ~ CASTING R-3067-R ! i ! ! DIAGONAL H-25 _ . . RIM=901.38 RIM=890,17 COMPANY
<br />_ INV.=887.57 15" (S) INV.=897.14 12" (NW)
<br />INV.=896.94 15' S o.. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB TRANSOMA
<br />- u~ UNLESS OTHERWISE NOTED. NORTHWEST
<br />~ o... AREA DRAIN RIM=903.50 ' o
<br />16LF PVC® 3.0% TO RISER INSIDE BLDG ~ ' ~ o a.. INV.=897.58 8" (W) TYPICAL HYDRANT CONSISTS OF: HYDRANT, GATE VALVE, 2.5' OF 6" DIP QUADRANT
<br />j!:I O INV.=897.10 8 (E) ® .2 _ WATERMAIN AND ANY HYDRANT EXTENSION. HYDRANT EXTENSIONS SHALL BE
<br />a INV.=896.81 15° (E} a ~ GRADE JOINT (RANCOR INCIDENTAL. LOCATION
<br />~ (SEE DETAIL FOR LEADER ° ~ SURE-LOK WT OR AND AREA DRAIN} `
<br />I ~ ; APPROVED EQUAL g ) NEW BRIGHTON, A MINIMUM OF 7.5 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS MINNESOTA
<br />~ 10' D&U EASEMENT ~ V ~ ~ OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM
<br />~ ~ ~ 2-STORY OFFICE ~ _
<br />N OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. SHEET TITLE
<br />I 12 F O,OOO S !CBMH 5 NYLOPLAST ( ) o - CASTING 3030AGR
<br />FFE-904,5 ; DIACONAL H-25 A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF UTILITY PLAN
<br />~ RIM=890.05 SLAB ON GRADE HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE
<br />U I f: i I INV.=886.9815 (N) r RD #2 INV.=886.78 18" (A) NOTED.
<br />AREA DRAIN RIM=903.50
<br />i6 LF PVC® 4.0%(TO RISER INSIDE BLDG) _ . ALL SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (P. V. C.) SDR 35
<br />I is rn V INV.=896.99 10 (W) w DRAINTILE INV.=896.35 10 (E) i ' UNLESS OTHERWISE NOTED. REVISIONS
<br />~ SEE DETAIL INV.=896.14 15" (E)
<br />SHEET C12 SEE DETAIL FOR LEADER ( i o . GRADE JOINT (RANCOR CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION o7/3I/o7-BID PACK#i
<br />' AND AREA DRAIN) i ` _ ! SURE-LOK WT OR ! APPROVED EQUAL) AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. o8/oa/o7-RCWDSUBMITTAL
<br /> 08/03/07 -CITY SUBMITTAL
<br />'ii 08/09/07 -MDH SUBNIITTAL
<br />. ~ ...:......m,.. 08/13/07 - RCWD COMMENT CITY COMMENT
<br />V CBMH 9 (48") 08/15/07 -MDH PLUMBING SUBMITTAL
<br />CASTING R-2580-C 'i RIM=903.5 08/24/07 -BUILDING PERMIT SUBMITTAL
<br />INV.=895.56 15° (N)
<br />CASTING R-3067-R INV.=895.56 15" (S) RIM=891.11
<br />INV.=886,01 18" (N)
<br />INV.=886.01 18" S
<br />RD #3 > ; s: AREA DRAIN RIM=903.50
<br />19LF PVC® 4.0%(TO RISER INSIDE BLDG) .
<br />' INV.=896.33 8" (W) 6" 90' BEND LEGEND
<br />INV.=895.57 8" (E) ° ~ fi" GV & : INV.=895.28 15 (E) o HYDRANT ' `
<br />(SEE DETAIL FOR LEADER ~ i, `W`-
<br />AND AREA DRAIN) , : ...:.o:.. CONNECT DRAINTILE I hereby certify that this plan, specification,
<br />, INTO CATCHBASIN w a : s DENOTES EXISTING STORM SEWER or report was prepared by me or under my
<br />o r direct supervision and that I am a duly DENOTES PROPOSED STORM SEWER Licensed Professional Engineer under the
<br />/ J. ' y. ~ ~
<br />/ ~ . , DENOTES EXISTING WATERMAIN laws of the State of Minnesota.
<br />~ a ~ ,
<br /> DENOTES PROPOSED WATERMAIN
<br /> - DENOTES EXISTING SANITARY SEWER
<br />RD #4 ? t
<br />/ ~ AREA DRAIN RIM=903.50 DENOTES PROPOSED SANITARY SEWER
<br />16LF PVC® 4.0~.(TO RISER INSIDE BLDG) CBMH 3 48" INV.=895.07 8 (W) CBMH 1`(48") ~ p~° CASTING R-3067-R DANIEL E. BOWAR
<br />r INV.=894.43 8" (E) ' CASTING R-3067-R ; :,RIM=888.5 DENOTES EXISTING STORM MANHOLE/ CB
<br />~ INV.=894.14 15" (E) RIM _895.85 ® 'INV.=884.73 18" (N)
<br />SEE DETAIL FOR LEADER INV.-880.88 15" (W) ~ INV.=884.73 18" (W) ( OQ AND AREA DRAIN) INV.=880.68 18 (E)! .pPE x:,2,25% ' ® ~ DENOTES PROPOSED STORM MANHOLE/ CB
<br />~ INV.=$80.48 21 (S)' 8 LF 18 ~,~~~~~J 161 14,
<br />LF 15",HDP E ~ 8,., 09; CBMH 2 (48") DENOTES PROPOSED SITE HYDRANT REGISTRATION NO. DATE
<br />CBMH 8 (48') ` ; CASTING R 3067-R 45018 08 / 24 / 2007 N DENOTES PROPOSED GATE VALVE
<br />- RIM=.888.5 CASTING R-2580 C RIM=903.00 ~i~~ fNV.=884.01 1,9' (N) , . © 2006 RYAN COMPANIES US, INC.
<br />INV.=893,76 15" (N) ~ , 1NV,.=884:01 1A" (W)
<br />INV.=893,76 a a :
<br />N
<br />U WARNING JOB NUMBER HISTORY
<br />i THE CONTRACTOR SHALL CONTACT ALL PUBLIC
<br />_ CaJ UTILITIES FOR LOCATIONS OF ALL UNDERGROUND
<br />~ \ WIRES, CABLES, CONDUITS, PIPES. MANHOLES,
<br />~ ~ 66 LF BORING ~ VALVES, OR OTHER BURIED STRUCTURES BEFORE
<br />~ ~ - 36" STEEL CARRIER PIPE ~ ~ ~ Ln DIGGING. HE SHALL REPAIR OR REPLACE THE
<br />~ ~ ~ ~ ; ~ ~ ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER.
<br />~ ~ ~ ~ , ~ ~ ~ V
<br />; ~
<br />T ~
<br />~ ~ ~ gym,... ~ ~ SHEET NUMBER ~~1
<br />~ ~ . I ' I ~.x,
<br />;kt W
<br /> ~ ~ill~~~ C9
<br />< < FES W/TRASH GUARD <<~_ INV.=878.00 21"
<br />SEE SHEET C11 FOR POND Q 651-454-0002 DRAWN BY CHECKED BY DEB WTS
<br />REGIONAL POND SAND FILTER DETAIL L NWL=878.5 L V J SEE SHEET C12 FOR ~ 800-252-1166 0 40 80 JOB NUMBER DATE
<br />OUTLET SKIMMER DETAIL HWL=881.2 N Ran lD# 9410 1735-000 08/24/2007 ~i Y SCALE IN FEET
<br />EOF=882,0 (v 1 I . I i I
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