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CONSTRUCT
<br />PED RAMP
<br />(SEE DETAIL)
<br />Q
<br />NALOOVR161 OIA 7S \FSD\IDZnOSSEO LOBO
<br />32 STREET
<br />, /PATCH
<br />lam: T (SEE DETAIL)
<br />8"x e' WET EAP
<br />CONNECTION 1 5/VALVE
<br />SAN MH
<br />RIM = 865.25
<br />1115= 855.37 (N,S)
<br />INV = 855.27 (W)
<br />PROPOSED
<br />BUILDING
<br />21,765 SF
<br />FF ELEV = 866.47
<br />REMOVE CURB
<br />AS REQUIRED
<br />CONST CONC ON
<br />DRWEWAY APRON
<br />\ CONNECT TO EXISTING
<br />SAN SEWER
<br />855.00 ( FlELD VERITY)
<br />\ \ \'� eWGMry00s S OnF
<br />UTILITY NOTES
<br />N EX .
<br />f EM TF END 6' CONCRETE WALK NORTH TO
<br />0 SUNWOO OR NW, MANTON 6' BOULEVARD AND
<br />" 22 CROSS S SLOPE, ADDITIONAL CONC = 500 SF
<br />NORTH OF DRIVE ENTRANCE
<br />PLUG
<br />K ENDS
<br />= 0 1
<br />h b /30.99 R 30x016
<br />cF
<br />ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES.
<br />CON,ACTOR SHALL NOTRA THE UTILITY AUT.:RITES INSPECTORS 48 HOURS BEFORE CONNECTING TO ANY ExISTING LINE
<br />3. SANITARY SEWER PIPE SHALL BE AS FOLLOWS, B PVC, SDR 35
<br />ALL WATER JOINTS ARE TO BE MECHANICAL JOIN, WITH THRUST BLOCKING AS CALLED OUT IN SPECIFICATIONS.
<br />5. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7 =6' LOVER ON ALL WATERLINES.
<br />6. ALL UNDERGROUND PIPING SHALL BE INSTALLED AND APPROVED BEFORE BACKFILLING.
<br />EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES.
<br />R. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE -IN OF ALL UTILITIES.
<br />6. ALL CONSTRUCTION SHALL COMPLY WITH 7HE CITY OF RAMSEY
<br />ENGINEERING STANDARDS, STANDARD UTIDTY SPECIFICATIONS OF
<br />THE CITY ENGINEERS ASSOCIATION OF N
<br />(0EAM N ST EDITION o oT STANDARD CONSTRUCTION
<br />SPECIFICATIONS AND ALL REOULA70, REDO IREM TS (MPCA, MN DEPARTMENT A LTH, ETC).
<br />, GATE VALVE RIMS ARE TO BE 0.06' BELOW ADJACENT PAVEMENT.
<br />11. CATCH BASIN RIMS APE TO BE 0.10' BELOW FLOWLINE.
<br />12. MANHOLE RIMS ARE TO BE 0.06' BELOW ADJACENT PAVEMEN7.
<br />EXISTING VAILATY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILATY OWNER. 7HE CONTRACTOR SHALL
<br />V ER , AER 0 A 9 B» , A , CT I AAT 0 1 , 1 TARIO , I2 4 B CONSTRUCTION AS REQUIRED Bv STATE LAW. NOTIFY GOPHER STATE ONE-CALL
<br />14. 7HE SUBSUP,CE UTILITY INFORMATION IN PLAN Is UTILITY DUAL, LEVEL D. THIS OLIALKY LEVEL WAS DEIEFAMINED
<br />ACCORDING TO THE GUIDELINES OF CI /ASCE 38 -.. ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF
<br />EXISTING SUBSUP,CE UTILITY BAT,
<br />15. CONTRACTOR SHALL COORDINATE WITH ALL UTUTV COMPANIES FOR INSTALLATION REDUIREMENTS AND SPECIFICATIONS.
<br />16. IF DEWATERING IS REQUIRED, CONTRACTOR SHALL SECURE DNR PERMR AND SUBMO PERMIT AND DEWATERING PLAN TO CITY FOR
<br />RENEW AND APPROVAL.
<br />20 40
<br />SCALE
<br />216
<br />218 LF 8' WMN (CL 52 DIP)
<br />5 LE 6" WMN (CL 53 DIP)
<br />1 EA 8'L) 8" CROSS
<br />3 EA E GV & BOX
<br />1 EA 8' 22' BEND
<br />1 EA 6' CV & BOX PROPOSES SHARE ACCESS EASEMENT
<br />EA 6" REDUCER
<br />1 EA HYDRANT (GR- 864.67)
<br />BITUMINOUS PAVEMENT
<br />DAM NAFSTAD, PE
<br />44259
<br />CDNST1BTUUIN0u5 URB
<br />BIT STREET
<br />PATCH
<br />�., (SEE DETAIL)
<br />PErESSIDNU EZE,v OEEre urs �,Oi ry q Du ry as[o
<br />8/16/2010
<br />S 89'5]12 "E
<br />2 EA DISABLED
<br />PARKING SIGN
<br />(SEE DETAIL)
<br />DAB
<br />AGN
<br />OT
<br />Q
<br />REMOVE CURB
<br />AS REQUIRED
<br />CONST BITUMINOUS CURB
<br />24
<br />3ao 53
<br />01,5 CONC
<br />DRIVE , APRON
<br />Ul!UUlNaos
<br />CURB
<br />24•
<br />P
<br />5 2 . 3
<br />11\ E30 LION 8. ME INC
<br />Consulting Engineers & Surveyors
<br />MANKATO, MN FAIRMONT. MN SLEEPY EYE, MN WILLMAR, AIN
<br />BURNSILLE, MN CHASKA, MN RAMSEY, MN AMES, IA
<br />S 66"
<br />]
<br />EXISTING
<br />ILL
<br />46/20➢
<br />*BM= 868.20
<br />TOP NI, HYDRANT
<br />NOR7H SIDE OF CIVIC
<br />DRIVE 278 E
<br />OF SAPPHIRE S7 NW
<br />LEGEND
<br />HYDRANT
<br />VALVE
<br />CUPP SLOP
<br />OAS
<br />MOWER POLE
<br />LICHT POLE
<br />PAD MOUNTED IRANSFORPEP
<br />UNDERGROUND ELECTRIC
<br />OVERHEAD ELECIPIO
<br />UNDERG I LEM
<br />UNDERGROUND IV CABLE
<br />SITE NOTES
<br />138 SITE PARKING STALLS
<br />11 STREET PARKING STALLS
<br />149 TOTAL STALLS PROVIDED
<br />1. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY
<br />CORNERS,
<br />3.
<br />CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER,
<br />CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT.
<br />THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS
<br />SHALL BE IN ACCORDANCE WITH ARCHITECTURAL BUILDING PLANS
<br />AND SPECIFICATIONS.
<br />CONTRACTOR s ALL REFER To ARCHITECTURAL IF
<br />SPECIFICATIONS FOR ACTUAL LOCATION OF ALL UTIDTY ENTRANCES.
<br />TO INCLUDE: SANITARY SEWER LATERALS, DOMESTIC AND FIRE
<br />PROTECTION WATER SERVICE, ELECTRICAL AND TELEPHONE SERVICE.
<br />CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN
<br />ER A
<br />s ARE ACHIEVED, As WELL AS COORDINATE WITH ANY
<br />UTILRY COMPANIES FOR APPROVED LOCATIONS AND SCHEDULING
<br />of TIE- INS /CONNECTIONS To THEIR FACIUnES.
<br />ALL TRAFFIC CONTROL METHODS, DEVISES AND LAYOUTS SHALL BE
<br />IN ACCORDANCE WITH THE "MINNESOTA MANUAL ON UNIFORM
<br />TRAFFIC CONTROL DEVICES" AND MNDOT SPEC 2564.
<br />DAT A
<br />STREETS. PRIOR TO WORK WITHIN R/W CONTRACTOR SHALL SUBMIT
<br />C EMERGENCY PLAN VFop CITY RENEW AND APPROVAL AND
<br />NOTIFY
<br />7. CITY STREETS SHALL BE KEPT CLEAN AT ALL TIMES.
<br />B. A
<br />OPTIC. TELEPHONE N ) WATERMAIN, SANITARY SEVER. STORM SEWER,
<br />ETC.).
<br />9. CONTRACTOR SHALL MAINTAIN. AT MINIMUM. 10 -FOOT HORIZONTAL
<br />SEPARATION AND 15 -FOOT VERTICAL SEPARATION BETWEEN
<br />EXISTING SEWER AND PROPOSED WATERMAIN.
<br />10. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND
<br />BE CONSTRUCTED TO SAME.
<br />11. RADII DIMENSIONS ARE TO BACK OF CURB. ALL RADII ARE 10'
<br />UNLESS NOTED OTHERWISE ON THE PLAN.
<br />12. CONTRACTOR SHALL FOLLOW ALL LOCAL. STATE, AND FEDERAL
<br />REGULATIONS IN DISPOSING OF DEMOLISHED MATERIALS REMOVED
<br />FROM THIS SITE.
<br />ALL 3 N
<br />SHALL RECEIVE MINIMUM T
<br />MINIMUM 6 INCHES OF TOPSOIL. CONTRACTOR
<br />SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR
<br />STEEPER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.
<br />15. ALL PAVEMENT REMOVALS SHALL BE SAWCUT PRIOR TO REMOVAL.
<br />16. ALL STRIPING TO BE 4" WIDE WHITE REFLECTIVE PAINT. SEE DETAIL.
<br />$BM= 867.31
<br />Top NGT HYDRANT
<br />PSD, LLC
<br />PROPOSED BUILDING
<br />PROPOSED B612
<br />CURB & GUTTER
<br />PROPOSED B612
<br />CURB & "GUTTER OUT"
<br />BITUMINOUS CURB
<br />6" WMN L WATERMAEN
<br />SANITARY SEWER
<br />N
<br />•
<br />•
<br />E
<br />PROPOSED
<br />RAMSEY TOWN CENTER 12TH ADDITION
<br />SITE, UTILITY & PAVING PLAN
<br />DEPRESSED CURB
<br />WATERMAIN VALVE
<br />HYDRANT WNALVE
<br />R MH
<br />STORM CB
<br />PROPOSED TELEPHONE
<br />PROPOSED GAS
<br />PROPOSED ELECTRIC
<br />PROPOSED PARKING SPACES
<br />CONCRETE WALK /PAVEMENT
<br />BITUMINOUS PAVEMENT
<br />(SEE PLAN)
<br />V i BIT STREET PATCH
<br />sHEET
<br />C1
<br />
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