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p EX. 5' WA��K <br />REMOVE 15$1 <br />RCP STORM <br />PIPE (f6 LF) <br />RIM = 914.83 <br />SINV. =910.48 <br />WINV. =910.31 <br />V <br />WATERMARK WA <br />V <br />< < -< - <� < < <br />- - - - - - - - - - - - - - - - - - - - - <br />I � <br />\ I <br />_ 4" DIP CL.52 <br />WATER SERVICE (FIRE) <br />I I <br />I I <br />SITE PLAN KEYNOTES <br />1. LANDSCAPE AREA. SEE LANDSCAPE PLAN. <br />2. MATCH EXISTING CURB & GUTTER/SIDEWALK/PAVEMENT. <br />3. BITUMINOUS PAVEMENT - SEE DETAIL. <br />4. 4" CONCRETE PAVEMENT. <br />5. SURMMOUNTABLE CURB. <br />6. B612 CURB AND GUTTER. <br />7. 6" VERTICAL CURB, POUR INTEGRAL W/ SIDEWALK. <br />8. PEDESTRIAN CURB RAMP (MAX SLOPE 1:12). <br />9. 2' CURB TAPER. <br />10. 6" CONCRETE DRIVE APRON. <br />11. CONCRETE PAVERS - SEE ARCHITECTURAL. <br />12. HANDICAP PARKING SIGN: R7-8m W/R7-8b (12"x 18") <br />MOUNT ON BUILDING COLUMN. <br />13. PARKING LOT STRIPING W/ 'NO PARKING' LETTERING <br />14. PRIVACY FENCING / GATES - SEE ARCHITECTURAL <br />15. 5' TRANSITION TO SURMOUNTABLE CURB <br />16. SAWCUT AND REMOVE SIDEWALK & CONCRETE CURB & <br />GUTTER <br />rT TO EXISTING <br />ER MAIN AND <br />4" GATE VALVE <br />-916 <br />D � <br />EX. 5' WALK <br />�FLELD- VERIFY <br />J <br />o s <br />EX. 12" DIP WM O C <br />------------------I-----I-- 4FL <br />-I- I- I-- 15 <br />Y i <br />EX. 8" PVC SAN SWR <br /><<--- <--- <--<--<-�---< -<--<- - - - <-<-<--<--<-<---<- -<-- <-- <---<--< <br />SM H <br />910Z <br />LEGEND <br />EXISTING <br />PROPOSED <br />PROPERTY LINE <br />EASEMENT LINE <br />- <br />CURB LINE <br />----------- <br />BITUMINOUS PAVEMENT <br />L---------J <br />CONCRETE WALK---------� <br />SANITARY SEWER> <br />- <br />STORM SEWER <br />- -»� <br />>> <br />WATER MAIN <br />- - - - <br />UNDERGROUND ELECTRIC <br />-Le <br />OVERHEAD ELECTRIC <br />-oh. <br />MANHOLE / CATCH BASIN <br />HYD O <br />HYDRANT <br />� <br />GATE VALVE <br />cv <br />N <br />LIGHT POLE <br />ELECTRICAL BOX <br />EB <br />❑ <br />TELEPHONE BOX <br />TB <br />❑ <br />SIGN <br />-a- <br />ELECTRICAL METER <br />o <br />UTILITY POLE <br />�a <br />GUY WIRE <br />FENCE LINE <br />8' PRIVACY FENCE <br />RETAINING WALL <br />SITE PLAN NOTES <br />1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. <br />2. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF THE <br />BUILDING UNLESS OTHERWISE NOTED. <br />3. ALL CURB AND GUTTER SHALL BE B618 UNLESS OTHERWISE NOTED. <br />4. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA STANDARDS. <br />5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD <br />VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR <br />TO THE START OF SITE WORK. THE CONTRACTOR SHALL NOTIFY THE <br />ENGINEER IMMEDIATELY OF DISCREPANCIES AND/OR VARIATIONS FROM <br />THE PLAN. <br />6. SAWCUT ALL JOINTS WHERE CURB AND GUTTER IS TO BE REMOVED. <br />7. UNLESS OTHERWISE SHOWN ON THIS DRAWING, CONTRACTOR SHALL <br />PROVIDE CONTROL JOINTS, CONSTRUCTION JOINTS AND EXPANSION <br />JOINTS IN SLAB ON GRADE, SIDEWALKS AND DRIVES PER THE <br />FOLLOWING REQUIREMENTS: <br />CONTROL JOINT MAX. SPACING: WALKS-8' O.C. <br />ALL OTHERS-10' O.C. <br />SAW CUT CONTROL JOINTS MINIMUM j CONCRETE THICKNESS. <br />EXPANSION JOINTS MAX. SPACING: WALKS-24. O.C. <br />*ALL OTHERS-40' O.C. <br />*AT ALL POINTS WHERE A CHANGE IN PAVEMENT THICKNESS OCCURS <br />AND/OR WHERE NEW PAVEMENT WILL MATCH EXISTING PAVEMENT, AN <br />EXPANSION JOINT SHALL BE PROVIDED. <br />DOWEL ALL EXPANSION JOINTS: 24" O.C. MAX. <br />PARKING SUMMARY SITE DATA <br />STANDARD SURFACE STALLS 14 PROPOSED ZONING: PUD <br />HANDICAP SURFACE STALLS 1 TOTAL AREA: 26,950 SF <br />TOTAL STALLS 15 <br />HARD SURFACE AREA: <br />BUILDING: 5,140 SF 19% <br />PAVEMENT: 9,811 SF 36% <br />TOTAL: 14,951 SF 55% <br />PERVIOUS SURFACE AREA: 11,999 SF 45% <br />STORM SEWER SCHEDULE <br />STRUCTURE <br />NEENAH <br />CASTING <br />or EQUAL <br />TYPE & No. <br />SIZE <br />CBMH-100 <br />48" DIA. <br />R-3067-VB <br />CBMH-101 <br />24" X 36" <br />R-3067-VB <br />CALL BEFORE YOU DIG <br />0 5 10 20 <br />(IN FEET) <br />Know what's below. <br />Call before you dig. <br />ENGINEERING <br />CARLSON <br />3890 PHEASANT RIDGE DR NE <br />SUITE 100 <br />I hereby certify that this plan, specification Print Name: Brian J. Krystofiak, P.E. <br />or report was prepared by me or under my <br />Drawn: RJR <br />Revisions: <br />1. <br />L E N N A R <br />WATERMARK AMENITY CENTER <br />C 3 / <br />SURVEYING <br />ONNN <br />BLAINE, MN 55449 <br />TEL 763.489.7900 <br />direct supervision and that I am a duly Signature: <br />Designed: RJR <br />16305 36th Avenue N. - Suite 600 <br />SITE & UTILITY PLAN <br />of <br />M C �A' N ENVIRONMENTAL <br />FAX 763.489.7959 <br />Licensed Professional Engineer under <br />Date: 06/16/22 License #: 25063 <br />Date: 06/17/22 <br />Lino Lakes, M N <br />6 <br />CARLSONMCCAIN.COM <br />the laws of the State of Minnesota <br />Plymouth, M N 55446 <br />Save Date: 06/17/221 f:\jobs\6721 - 6740\6731 - watermark\cad cad\engineering\clubhouse - 4th addition\6731c_site.dwg <br />7tU/J1 <br />