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CENTURY FARM NORTH
<br />PUD/PRELIMINARY PLAT AMMENUMENT
<br />ATH ADDITION VICINITY MAP
<br />TITLE SHEET, NOTES & LEGEND
<br />LINO LAKES, WIN
<br />GENERAL NOTES
<br />THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND
<br />LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL
<br />INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN
<br />DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO
<br />AVOID DAMAGE TO THESE UTILITIES.
<br />CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS.
<br />INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND
<br />DETAIL PLATES.
<br />THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM
<br />OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER
<br />SERVICES TO EXISTING HOMES OR BUSINESSES.
<br />STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC
<br />STREETS OR WITHIN PUBLIC RIGHT-OF-WAY.
<br />NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF
<br />CONSTRUCTION.
<br />WATER MAIN NOTES
<br />EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD
<br />PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
<br />ANY INSTALLATIONS.
<br />PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES
<br />WITHIN 18" OF WATER MAIN.
<br />PROPOSED WATER MAIN SHALL BE PVC (PRESSURE CLASS AWWA C900 WITH
<br />DR RATING OF 18). PROPOSED WATER SERVICE PIPE SHALL BE 1" COPPER
<br />TYPE K.
<br />TRACER WIRE WILL BE LAID WITH ALL PVC WATER MAINS, VALVE BOXES, AND
<br />HYDRANTS.
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<br />SANITARY SEWER NOTES
<br />EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED
<br />IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY
<br />DISCREPANCIES PRIOR TO ANY INSTALLATIONS.
<br />PROPOSED SANITARY SEWER MAIN SHALL BE PVC SDR 35.
<br />PROPOSED SANITARY SEWER SERVICES SHALL BE 4" PVC SDR 26.
<br />STORM SEWER NOTES
<br />FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND
<br />NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS.
<br />WHEN CALLED OUT AS PIPE, STORM SEWER SHALL BE REINFORCED CONCRETE
<br />PIPE (RCP) ANSI C76 WITH R-4 GASKETS OR, IF ALLOWED BY CITY, HDPE PIPE
<br />MAY BE USED. (SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED.) HDPE
<br />PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M294, TYPE S WITH
<br />WATERTIGHT CONNECTIONS. USE SAND/GRANULAR MATERIAL FOR BACKFILLING
<br />AND COMPACTION OF HDPE/PVC PIPE IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF ASTM 2321.
<br />STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED -END
<br />SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH
<br />OF PIPE.
<br />STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/
<br />APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR
<br />WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS
<br />AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS.
<br />CURB & STREET NOTES
<br />REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR
<br />CONSTRUCTION IS CONSIDERED INCIDENTAL.
<br />SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT.
<br />RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION.
<br />BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION.
<br />FOUR INCHES OF CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION.
<br />CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL.
<br />Know what's b@IOW.
<br />Call before you dig.
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<br />NOTES
<br />PROPOSED PLAT ZONING PUD
<br />EXISTING PLAT ZONING R & PUD
<br />MINIMUM LOT DEPTH 125 FEET
<br />MINIMUM LOT WIDTH 60 FEET
<br />MINIMUM LOT AREA 7,500 S.F.
<br />BUILDING SETBACKS
<br />STREET (LOCAL)
<br />= 25
<br />FEET
<br />STREET (COLLECTOR)
<br />= 40
<br />FEET
<br />REAR
<br />= 25
<br />FEET
<br />SIDE (PRINCIPAL)
<br />= 10
<br />FEET
<br />SIDE (ACCESSORY)
<br />= 5 FEET
<br />SEE "STREET AND UTILITY
<br />CONSTRUCTION PLANS" PREPARED
<br />BY WSB & ASSOCIATES FOR
<br />UTILITIES AND ADDITIONAL
<br />STANDARD DETAIL PLATES
<br />SHEET INDEX
<br />CO
<br />TITLE SHEET, NOTES & LEGEND
<br />C1-1
<br />GRADING, DRAINAGE & EROSION CONTROL PLAN
<br />C1-2
<br />GRADING, DRAINAGE & EROSION CONTROL PLAN
<br />C3
<br />DETAILS
<br />C4-1
<br />STORMWATER POLLUTION PREVENTION PLAN
<br />C4-2
<br />STORMWATER POLLUTION PREVENTION PLAN
<br />C5
<br />WETLAND PLAN (BOUNDARY, BUFFER, SIGNAGE)
<br />L1
<br />LANDSCAPE PLAN
<br />PP
<br />PRELIMINARY PLAT
<br />RI
<br />RESOURCE INVENTORY
<br />B/P
<br />BUILD -OUT & PHASING PLAN
<br />2 of 8
<br />CERTIFICATE OF SURVEY
<br />ORIG-PUD
<br />ORIGINAL PUD PRE -PLAT - CENTURY FARM NORTH
<br />- ,CENTURY FARM NO
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<br />NW CORNER OF ;
<br />SW 1/4 OF NW 1/4 OF _ 5TH ADDITION
<br />SECTION 7, T31, R22 L =« 1 1 ";
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<br />EXISTING SANITARY SEWER
<br />QD
<br />EXISTING STORM MANHOLE
<br />EXISTING FLARED -END SECTION
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<br />EXISTING GATE VALVE
<br />EXISTING HYDRANT
<br />EXISTING SANITARY SEWER MANHOLE
<br />................. 930 28..........................
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<br />EXISTING CONTOUR
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<br />DELINEATED WETLAND EDGE
<br />DELINEATION BY WENCK ASSOCIATES
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<br />TEST PITS/BORINGS
<br />PERFORMED BY WENCK ASSOCIATES
<br />EXISTING AND PROPOSED
<br />ELEVATIONS BASED ON NAVD 88
<br />HOUSE
<br />LEGEND
<br />PROPOSED
<br />WATER PIPE
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<br />PROPOSED
<br />SANITARY SEWER PIPE
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<br />PROPOSED
<br />STORM SEWER PIPE
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<br />PROPOSED
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<br />PROPOSED
<br />STORM MANHOLE
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<br />PROPOSED
<br />CATCH BASIN
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<br />PROPOSED
<br />FLARED -END SECTION
<br />pd
<br />PROPOSED
<br />GATE VALVE
<br />PROPOSED
<br />HYDRANT
<br />QS
<br />PROPOSED
<br />SANITARY SEWER MANHOLE
<br />928
<br />PROPOSED
<br />CONTOUR
<br />930
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<br />PROPOSED
<br />SPOT ELEVATION
<br />(GUTTERLINE, BITUMINOUS SURFACE,
<br />OR GROUND
<br />SURFACE UNLESS
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<br />INDICATED)
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<br />PROPOSED
<br />DIRECTION OF DRAINAGE
<br />PROPOSED
<br />RIP -RAP
<br />0
<br />PROPOSED
<br />INLET SEDIMENT PROTECTION
<br />0
<br />PROPOSED
<br />WETLAND BUFFER SIGNAGE
<br />PROPOSED
<br />WETLAND BUFFER
<br />& CONSERVATION EASEMENT LINE
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<br />CENTURY FARM NORTH -
<br />6TH ADDITION
<br />DRAWN BY: DESIGN BY:
<br />A.G. C.W.P.
<br />CHCKD BY: PROJ. NO.
<br />C.W.P. 14-1460
<br />ORIGINAL DATE:
<br />MARCH 10, 2014
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<br />PREPARED FOR:
<br />CENTURY
<br />FARM
<br />NORTH
<br />DEVELOPMENT,
<br />INC.
<br />SITE PLANNING
<br />& ENGINEERING
<br />ENGINEERING, INC.
<br />6776 LAKE DRIVE
<br />SUITE 110
<br />LINO LAKES, MN 55014
<br />PHONE: (651) 361-8210
<br />FAX: (651) 361-8701
<br />NORTH
<br />0 40 80
<br />1 INCH = 80 FEET
<br />CO
<br />
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