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SADDLE CLUB P.U.D. TITLE SHEET, NOTES & LEGEND LINO LAKES, MN CURB & BITUMINOUS NOTES REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR CONSTRUCTION IS CONSIDERED INCIDENTAL. SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT. RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION. FOUR INCHES OF CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION. CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL. STORM SEWER NOTES FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. WHEN CALLED OUT AS PIPE, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) ANSI C76 WITH R-4 GASKETS OR, IF ALLOWED BY CITY, HDPE PIPE MAY BE USED. (SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED.) HDPE PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M294, TYPE S WITH WATERTIGHT CONNECTIONS. USE SAND/GRANULAR MATERIAL FOR BACKFILLING AND COMPACTION OF HDPE/PVC PIPE IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM 2321. STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED -END SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF PIPE. STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. SHEET INDEX CO C1-1 C1-2 C2 C3.1 C3.2 C3.3 C4-1 C4-2 TITLE SHEET, NOTES & LEGEND GRADING, DRAINAGE & EROSION CONTROL PLAN GRADING, DRAINAGE & EROSION CONTROL PLAN PHASING PLAN DETAILS DETAILS DETAILS STORMWATER POLLUTION PREVENTION PLAN STORMWATER POLLUTION PREVENTION PLAN STREET & STORM SEWER PLAN/PROFILE C5.1 C5.2 C5.3 C5.4 PHEASANT RUN S - STA 0+00 TO 8+50 PHEASANT RUN S - STA 8+50 TO 17+32.96 FOX ROAD - STA 0+00 TO 11+56.62 SADDLE CLUB COURT - STA 0+00 TO 2+7.70 BLACK BERRY COURT - STA 0+00 TO 5+4.55 SANITARY SEWER & WATER PLAN/PROFILES C6.1 BIRCH ST & OLD BIRCH ST - STA -15+01 TO -6+00 C6.2 OLD BIRCH ST - STA -6+00 TO 0+00 C6.3 PHEASANT RUN S - STA 0+00 TO 9+00 C6.4 PHEASANT RUN S - STA 9+00 TO 17+32.96 C6.5 FOX ROAD - STA 0+00 TO 11+56.62 C6.6 SADDLE CLUB COURT - STA 0+00 TO 2+7.70 BLACK BERRY COURT - STA 0+00 TO 5+4.55 .. • erzcy4 STREET GENERAL NOTES THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. VICINITY MAP © Country 5 Lakes Park 3 vows 4, CN" Reshatrou Lake 347 'Birch Lc /wood in Birch 5t ad 8irrh SI g n Ln Birch S S White Od Way Or I.T.S. LEGEND OH W TEL CBL 4 3Yo 930 928 x 920.99 cC x wet TH#2 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING OVERHEAD ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND CABLE TELEPHONE PEDESTAL ELECTRICAL PEDESTAL CABLE PEDESTAL UTILITY POLE LIGHT POLE STORM SEWER WATER MAIN SANITARY SEWER EXISTING STORM MANHOLE EXISTING FLARED -END SECTION EXISTING GATE VALVE EXISTING HYDRANT EXISTING SANITARY SEWER MANHOLE EXISTING CONTOUR EXISTING SPOT ELEVATION NAVD88 DATUM EXISTING FENCE DELINEATED WETLAND EDGE DELINEATION BY "EARTH SCIENCE ASSOCIATES, INC." ON 10-29-12 TEST PITS/BORINGS PERFORMED BY "NORTHERN TECHNOLOGIES, INC." EXISTING WELL AND SEPTIC SYSTEM TO BE FIELD LOCATED. WELL TO BE CAPPED PER ALL LOCAL AND STATE REQUIREMENTS. SEPTIC SYSTEM TO BE REMOVED PER ALL LOCAL AND STATE REQUIREMENTS. -(«<- 0 A -928- -930- X 920.60 s • ss • ♦•••••♦ t + t + ttttt 0 PROPOSED WATER PIPE PROPOSED SANITARY SEWER PIPE PROPOSED STORM SEWER PIPE PROPOSED DRAINTILE AND CLEAN-OUT PROPOSED STORM MANHOLE PROPOSED CATCH BASIN PROPOSED FLARED -END SECTION PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED SANITARY SEWER MANHOLE PROPOSED CONTOUR PROPOSED SPOT ELEVATION NAVD88 DATUM (GUTTERLINE, BITUMINOUS SURFACE, OR GROUND SURFACE UNLESS OTHERWISE INDICATED) PROPOSED SILT FENCE PROPOSED DIRECTION OF DRAINAGE PROPOSED RIP -RAP WETLAND FILL (SEE WETLAND REPLACEMENT PLAN FOR QUANTIFICATION OF FILL AREAS) WETLAND RESTORATION AREA (SEE WETLAND REPLACEMENT PLAN FOR DETAILS) WETLAND CREATION AREA (SEE WETLAND REPLACEMENT PLAN FOR DETAILS) PROPOSED INLET PROTECTION PROPOSED WETLAND BUFFER SIGNAGE -- - - - - / I / CI WATER MAIN NOTES EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES WITHIN 18" OF WATER MAIN. PROPOSED WATER MAIN SHALL BE PVC (PRESSURE CLASS AWWA C900 WITH DR RATING OF 18). PROPOSED WATER SERVICE PIPE SHALL BE 1" COPPER TYPE K. TRACER WIRE WILL BE LAID WITH ALL PVC WATER MAINS, VALVE BOXES, AND HYDRANTS. MAINTAIN MINIMUM 7.5 -FT COVER TO TOP OF ALL WATER MAIN PIPE. Zoned R-1 28-31-22-31-0011 Owner. Gary & Sharia Foster SANITARY SEWER NOTES EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. PROPOSED SANITARY SEWER MAIN SHALL BE PVC SDR 35 AND SDR 26. PROPOSED SANITARY SEWER SERVICES SHALL BE 4" PVC SDR 26. Zoned R-1 28-31-22-31-0028 Owner. Jess & Rebecca Roering 992 Aspen Lane 1 I1-_ 1 1'Y;I I;• I I L; ._1 1 Zoned R-1 A •-I 28-31-22-31-0028 i Owner. Susan M. Schmitz Revocable Trust 998 Aspen Lane 1 1 Know what's below. Call before you dig. 8-4 r- r. Li L.1%I•`N •iII 1\11 iiiiLi Li Li i . Zoned R-1 J sig u 25 25 !Y_ 12 / BLOCK 4 + f•YA*sl.++ + LA 1 J i it K '5 --R \ G Osvo N SOUTHWEST CORNER OF THE iE 1/4 OF THE SW 1/4 --- SECTION 28, TVA.. 31, RGE. 22 A Zoned PUD (Ord. 26-04) / 2 BLO 1: J u 1 3 L P,POpOSF��r`O%' COQ SF RV4T1O N,y,p Fry \ _ i \ F- `I,Y F4 NQ -• . c v IOU , , \ 1 \\ \ \ \N N N N N OUTLOT E3 Zoned PUD (Ord. 28-04) 564 ttp P° Zoned Rural 0 WITNESS CORNER, SECTION 33, ' TWP. 31, RGE 22 TITLE SHEET, NOTES & LEGEND SADDLE CLUB P.U.D. DRAWN BY: C.M. DESIGN BY: C.W.P. CHCKD BY: C.W.P. PROJ. NO. 13-1414 ORIGINAL DATE: OCTOBER 14, 2013 REVISION DESCRIPTION 0 w 0 0 J J 0 0 z 0 w 0 z w J J Ll 0 z J 1- RCWD RE -SUBMITTAL 0 N CD L.11 1- 1 - UJ J 1- z w 2 2 0 0 0 0 FINAL PLAT SUBMITTAL w 1- 0 M M M N N sr N N sr N LC) CI) E �E� as L CO ami AaAr� L "0 C c CO CO c C .2 w cn c• c -m 0 U � U O co a) >* CD E c >•.. D •U C 0) >, N s_ 5 -c cd 0 to 0) c c 0 a) co 0) 4) E) to (0 05.21.2014 w 0 SADDLE CLUB P.U.D. E cog r TITLE SHEET, NOTES & LEGEND PREPARED FOR: DUPONT HOLDINGS, LLC 1101)0 SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 NORTH 1► 0 50 100 1 INCH =100 FEET CO