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SADDLE CLUB P.U.
<br />TITLE SHEET, NOTES & LEGEND
<br />LINO LAKES, MN
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<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.
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<br />NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF I
<br />CONSTRUCTION.
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<br />VICINITY MAP
<br />CURB & BITUMINOUS 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 />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 />SHEET INDEX
<br />CO TITLE SHEET, NOTES & LEGEND
<br />C1-1 GRADING, DRAINAGE & EROSION CONTROL PLAN
<br />C1-2 GRADING, DRAINAGE & EROSION CONTROL PLAN
<br />C2 PHASING PLAN
<br />C3.1 DETAILS
<br />C3.2 DETAILS
<br />C3.3 DETAILS
<br />C4-1 STORMWATER POLLUTION PREVENTION PLAN
<br />C4-2 STORMWATER POLLUTION PREVENTION PLAN
<br />STREET & STORM SEWER PLAN/PROFILE
<br />C5.1 PHEASANT RUN S se STA 0+00 TO 8+50
<br />C5.2 PHEASANT RUN S se STA 8+50 TO 17+32.96
<br />C5.3 FOX ROAD — STA 0+00 TO 11 +56.62
<br />C5.4 SADDLE CLUB COURT — STA 0+00 TO 2+7.70
<br />BLACK BERRY COURT se STA 0+00 TO 5+4.55
<br />SANITARY SEWER & WATER PLAN/PROFILES
<br />C6.1 BIRCH ST & OLD BIRCH ST — STA —15+01 TO —6+00
<br />C6.2 OLD BIRCH ST — STA —6+00 TO 0+00
<br />C6.3 PHEASANT RUN S se STA 0+00 TO 9+00
<br />C6.4 PHEASANT RUN S — STA 9+00 TO 17+32.96
<br />C6.5 FOX ROAD — STA 0+00 TO 11 +56.62
<br />C6.6 SADDLE CLUB COURT se STA 0+00 TO 2+7.70
<br />BLACK BERRY COURT se STA 0+00 TO 5+4.55
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<br />OVERHEAD ELECTRIC
<br />TEL
<br />EXISTING
<br />UNDERGROUND TELEPHONE
<br />CBL
<br />EXISTING
<br />UNDERGROUND CABLE
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<br />EXISTING
<br />TELEPHONE PEDESTAL
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<br />EXISTING
<br />ELECTRICAL PEDESTAL
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<br />EXISTING
<br />CABLE PEDESTAL
<br />7�3
<br />EXISTING
<br />UTILITY POLE
<br />EXISTING
<br />LIGHT POLE
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<br />EXISTING
<br />STORM SEWER
<br />EXISTING
<br />WATER MAIN
<br />>
<br />EXISTING
<br />SANITARY SEWER
<br />0
<br />EXISTING
<br />STORM MANHOLE
<br />EXISTING
<br />FLARED -END SECTION
<br />0g
<br />EXISTING
<br />GATE VALVE
<br />EXISTING
<br />HYDRANT
<br />EXISTING
<br />SANITARY SEWER MANHOLE
<br />............. 930........... .
<br />928
<br />EXISTING
<br />CONTOUR
<br />x 920.99
<br />EXISTING
<br />SPOT ELEVATION
<br />NAVD88 DATUM
<br />X
<br />EXISTING
<br />FENCE
<br />wet
<br />DELINEATED WETLAND EDGE
<br />DELINEATION
<br />BY "EARTH SCIENCE
<br />ASSOCIATES, INC." ON 10-29-12
<br />PT
<br />TH # 2 Q
<br />TEST PITS/BORINGS
<br />PERFORMED BY "NORTHERN
<br />TECHNOLOGIES, INC."
<br />EXISTING WELL AND SEPTIC SYSTEM TO BE FIELD
<br />LOCATED. WELL TO BE CAPPED PER ALL LOCAL AND
<br />STATE REQUIREMENTS. SEPTIC SYSTEM TO BE
<br />REMOVED PER ALL LOCAL AND STATE REQUIREMENTS.
<br />LEGEND
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<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.
<br />MAINTAIN MINIMUM 7.5-FT COVER TO TOP OF ALL WATER MAIN PIPE.
<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 AND SDR 26.
<br />PROPOSED SANITARY SEWER SERVICES SHALL BE 4" PVC SDR 26.
<br />Know what's below.
<br />Cal before you dig.
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<br />Owner. Gary & Sharla Foster
<br />28-31-22-31-0028
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<br />Owner. Susan M. Schmitz Rewcable Trust
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<br />Owner. Jesse & Rebecca Rcering
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<br />>� PROPOSED STORM SEWER PIPE ++ \\\ + +++ \ \ \ 13
<br />PROPOSED DRAINTILE AND CLEAN -OUT VA\++ V AV A + I / a 15 -
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<br />❑ PROPOSED CATCH BASIN \�VAVA\
<br />Q PROPOSED FLARED -END SECTION16
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<br />928 PROPOSED CONTOUR ' I 2 l� BL�
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<br />X920.60 PROPOSED SPOT ELEVATION::::::+
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<br />NAVD88 DATUM ++ 5
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<br />(GUTTERLINE, BITUMINOUS SURFACE, e'r� OR GROUND SURFACE UNLESS ++\' ,'
<br />OTHERWISE INDICATED) ++ v 1
<br />s PROPOSED SILT FENCE
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<br />PROPOSED RIP -RAP �I i / *4
<br />B LO K 15 G PReP \,>:;.. ,' 'O1Pp
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<br />(SEE WETLAND REPLACEMENT PLAN W +*,*,*,*,* *+ + + ++ ++ + + + ++++ 0���,0 ERv Pt / \� ---, AOC e
<br />FOR QUANTIFICATION OF FILL AREAS) I i ti
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<br />FOR DETAILS) TLAND REPLACEMENT PLAN
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<br />(SEE WETLAND REPLACEMENT PLAN
<br />FOR DETAILS).q B LO K 3
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<br />SOUTHWEST CORNER OF THE
<br />PROPOSED INLET PROTECTION SE 1/4 OF THE sw 1/a
<br />SECTION 28, TWP. 31, RGE. 22
<br />PROPOSED WETLAND BUFFER SIGNAGE ' ( --
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<br />DRAWN BY: DESIGN BY:
<br />C.M. C.W.P.
<br />CHCKD BY: PROJ. NO.
<br />C.W.P. 13-1414
<br />ORIGINAL DATE:
<br />OCTOBER 14, 2013
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<br />PREPARED FOR:
<br />DUPONT
<br />HOLDINGS, LLC
<br />SITE PLANNING
<br />& ENGINEERING
<br />PLOWE
<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 50 100
<br />1 INCH =100 FEET
<br />TITLE SHEET, NOTES &LEGEND
<br />SADDLE CLUB P.U.D.
<br />CO
<br />
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