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Home My WebLink AboutSWA000098_Plan (Cover)_20210405C - SERIES DRAWING ABBREVIATIONS: ADV-ADVANCE AFG - ABOVE FINISHED GRADE APPR LOC. - APPROXIMATE LOCATION ASS'Y - ASSEMBLY B/C - BACK OF CURB. B/L - BASE LINE B/W - BOTTOM OF WALL CBR - CALIFORNIA BEARING RATIO CG - CURB AND GUTTER C/L - CENTERLINE CL - CLASS CMP - CORRUGATED METAL PIPE CO - CLEAN OUT CONIC - CONCRETE CONN- CONNECTION CP - CORRUGATED PLASTIC CY - CUBIC YARD DI - DROP INLET DIP - DUCTILE IRON PIPE DR - DRIVE DS - DOWNSPOUT E - ELECTRIC EA -EACH E BOX - ELECTRICAL BOX ELEC - ELECTRIC E/P - EDGE OF PAVEMENT E/S - EDGE OF SHOULDER EX - EXISTING F/C - FACE OF CURB FDC - FIRE DEPARTMENT CONNECTION FF - FINISHED FLOOR FH - FIRE HYDRANT F/L - FLOW LINE FL - FIRE LANE G - GAS GND-GROUND GTS - GAS TEST STATION GV - GAS VALVE HDPE - HIGH DENSITY POLYETHYLENE HORIZ - HORIZONTAL INV - INVERT LF - LINEAR FEET MECH - MECHANICAL MH - MANHOLE MIN - MINIMUM MIN S - MINIMUM SLOPE MJ - MECHANICAL JOINT NIC - NOT IN CONTRACT LEGEND SEWER OHE - OVERHEAD ELECTRIC OHP- OVERHEAD POWER OHT - OVERHEAD TELEPHONE PB - PLAT BOOK PC - POINT OF CURVATURE PED - PEDESTAL PG - PAGE PH -PHASE PI - POINT OF INTERSECTION PKG - PARKING P/L - PROPERTY LINE PT - POINT OF TANGENT PP - POWER POLE PVC - POLYVINYL CHLORIDE PVMT- PAVEMENT PWR-POWER RD - ROOF DRAIN RJ - RESTRAINED JOINT R/W - RIGHT-OF-WAY REQ'D - REQUIRED RCP - REINFORCED CONCRETE PIPE S - SLOPE SAN - SANITARY SEWER SDWK - SIDEWALK SF - SILT FENCE SPT - SPOT GRADE SS - SANITARY SEWER CONNECTION STA - STATION STD - STANDARD STM - STORM STMH - STORM SEWER MANHOLE T- TELEPHONE TCM - TELECOMMUNICATIONS MANHOLE T/C - TOP OF CURB TEL - TELEPHONE UGE - UNDERGROUND ELECTRIC UNK-UNKNOWN UP - UTILITY POLE VAR - VARIABLE VERT - VERTICAL W/ - WITH W/L - WATER LINE W - WATER WUS - WATERS OF THE US X-ING - CROSSING 0 - DIAMETER ' ,'5AN --lllW�� -- .... EXISTING SANITARY SEWER 8"SAN SANITARY SEWER N 7605.80 SANITARY MANHOLE NUMBER 1 E 9378.25 W/ COORDINATE LOCATION EX SANITARY MANHOLE OS SANITARY MANHOLE 6'J) EXISTING CLEAN OUT ® CLEAN OUT WATER 811 V V .... EXISTING WATERLINE WATER LINE 8"W EXISTING WATER VALVE ® WATER VALVE ® POST INDICATOR VALVE EXISTING WATER METER • WATER METER EXISTING FIRE HYDRANT FIRE HYDRANT 1 WATER LINE REDUCER 8 VV .... ..... EX WATER LINE PLUG WATER LINE PLUG WATER LINE CROSS i T i WATER LINE TEE '� FIRE DEPT CONNECTION o' WATER SPIGOT EXISTING WELL CASING NATURAL GAS EXISTING GAS METER EXISTING GAS VALVE EXISTING GAS LINE GAS LINE MISCELLANEOUS UTILITIES WESLEY CHAPEL VOLUNTEER FIRE STATION NO. 44 WEDDINGTON, NORTH CAROLINA EXISTING LIGHT POLE EXISTING YARD LIGHT EXISTING GROUND LIGHT ❑- •-❑ LIGHT POLES EXISTING UTILITY POLE UTILITY POLE EXISTING GUY WIRE '? EXISTING ELECTRIC METER 0", /P ... EXISTING OVERHEAD ELECTRIC OVERHEAD ELECTRIC OHP U(3/1" -- -- .... EX UNDERGROUND ELECT LINE UNDERGROUND ELECTRIC LINE UGP LC`l EXISTING TELEPHONE PEDESTAL ' EXISTING TELEPHONE MANHOLE 0",'../ . ... EX OVERHEAD TELEPHONE LINE OHT OVERHEAD TELEPHONE LINE - - U(31 EX UNDERGROUND TELEPHONE LINE UGT UNDERGROUND TELEPHONE LINE Oj:0. ........................ EX OVERHEAD FIBER OPTIC LINE OFO OVERHEAD FIBER OPTIC LINE LU10 EX UNDERGROUND FIBER OPTIC LINE UFO UNDERGROUND FIBER OPTIC LINE la EX CABLE TV PEDESTAL 11 .... . ................... ... ............. - EX OVERHEAD CABLE TV LINE OCATV OVERHEAD CABLE TV LINE l„MCA / .... ,................. EX UNDERGROUND CABLE TV UCATV UNDERGROUND CABLE TV LINE — UG P/C COMBINED POWER/CATV — UG P/T/C COMBINED POWER TELE CATV — UG P/T COMBINED POWER, TELEPHONE — UG T/C COMBINED TELEPHONE, CATV VICINITY MAP NOT TO SCALE SITE STORM SEWER • `J EX DROP INLET DROP INLET & STRUCTURE NUMBER EXISTING STORM SEWER MANHOLE STORM SEWER MANHOLE 09 EXISTING ROOF DRAIN DOWNSPOUT ® ROOF DRAIN DOWNSPOUT EXISTING CURB CURB EXISTING CURB & GUTTER CURB & CUTTER — — PROPERTY LINE DESCRIPTION ELEVATION BENCH MARK APPROX BORING LOCATION LIMITS OF CONSTRUCTION ....., EXISTING TREE LINE CLEARING LIMITS EXISTING SHRUB EXISTING TREE ................. ..... >t..... ..... EXISTING FENCE X FENCE G"(;k) ................... ............. ................... EXISTING CONTOUR 200 CONTOUR T/C E/P SWL —95 .32 2 SPOT ELEVATION C/LSWALE EXISTING SIGN —o— SIGN 0 BOLLARD EXISTING FLAG POLE PROPERTY MARKER FOUND / ROD FOUND PIPE FOUND GENERAL NOTES: 1. SITE ADDRESS: 306 REID DAIRY ROAD, WEDDINGTON, NC 28173 2. ZONING: CONDITIONAL DISTRICT - WESLEY CHAPEL VOLUNTEER FIRE DEPARTMENT 3. TOTAL SITE AREA: 1.718 ACRES 4. DISTURBED ACREAGE: 3.1 ACRES (INCLUDED SEWER EXTENSION) 5. NEW BUILT UPON AREA: 32734 SF (0.75 AC) 6. USE: EMERGENCY SERVICE FACILITATORS (FIRE STATION) 7. PIN NUMBER: 06177015B 8. WATERSHED OVERLAY DISTRICT: NONE 9. FIRM: PANEL 371044660K DATED 3/2/2009 PARCEL IS LOCATED IN ZONE 'X' OF THE FEMA FLOOD ZONE AND THE COMMUNITY FLOOD ZONE. 10. PARKING PROVIDED: REGULAR = 20 SPACES HANDICAP = 1 SPACES TOTAL = 21 SPACES PROPOSED USE EMERGENCY SERVICE - FIRE STATION REQUESTED METERS: DOMESTIC WATER: 1 1/2" METER, 3/4" METER IRRIGATION 3/4" METER REQUESTED FLOW: SUMMARY OF WATER MAINS AND FIRE HYDRANTS PUBLIC WATERLINE MATERIALS PRIVATE WATERLINE MATERIALS WATER MAIN VALVES REDUCERS WATER MAIN VALVES SIZE TYPE LENGTH SIZE AMOUNT SIZE AMOUNT SIZE TYPE LENGTH SIZE AMOUNT 6" DIP 22 LF 6" 2 6" X 2" 1 6" PVC 210 LF 1 1/2" 1 2 BRASS 5 LF 1 2" 1 1 6" X 3/4" 1 1 1/2" PVC 152 LF 3/4" BRASS 14 1 3/4" 2 3/4" PVC 460 TOTAL NO. HYDRANTS: 1 DAILY FLOW REQUIREMENTS: FI RESTATION- 50 GAL/PERSON/SHIFT X 6 PERSON X 1 SHIFT = 50 X 6 X 1= 300 GAL/DAY HOUSE- 400 GAL/DAY IRRIGATION FLOW: 10,000 SF x 1/2" PER CYCLE x (1"/12') x 2 DAYS PER WEEK = 833 CF/WEEK x X 7.481GAL/CF X 1 WEEK/7 DAYS = 890.59 GPD SUMMARY OF SEWER MAINS AND MANHOLES SIZE TYPE LENGTH 8" PVC 654 LF 8" SDR-26 1026 LF CLEANOUTS TYPE LENGTH 6" - 4 PVC 294 LF 4"-6 PVC 180 LF TOTAL NO. MANHOLES: 7 TOTAL NO. LOTS SERVED: 2 DAILY FLOW REQUIREMENTS (RESIDENTIAL): 190 GAL/RESIDENCE = 1 RES =190 GAL/DAY DAILY FLOW REQUIREMENTS (FIRE STATION): 50 GAL/PERSON/SHIFT = 6 PERSON X 50X 1SHIFT = 3000AL/DAY DAILY FLOW REQUIREMENTS (TOTAL): 490 GAL/DAY DRAWING INDEX TITLE DRAWING CIVIL COVER SHEET C000 EXISTING CONDITIONS AND DEMOLITION PLAN C100 SITE LAYOUT C200 SIGHT DISTANCES - NORTH DRIVE C201 SIGHT DISTANCES - SOUTH DRIVE C202 VEHICLE TURNING MOVEMENTS C203 OVERALL UTILITY PLAN C204 UTILITY PLAN C205 SANITARY SEWER PLAN PROFILE (STA 00+00 - 12+00) C206 SANITARY SEWER PLAN AND PROFILE (STA 12+00 - 17+00) C207 PHASE I EROSION CONTROL PLAN C300 PHASE I EROSION CONTROL PLAN C301 PHASE II EROSION CONTROL PLAN C302 PHASE II EROSION CONTROL PLAN C303 EROSION CONTROL NOTES AND DETAILS C304 EROSION CONTROL NOTES AND DETAILS C305 NCDEQ GROUND STABILIZATION & MATERIALS HANDLING C306 NCDEQ SELF -INSPECTION, RECORDKEEPING, & REPORTING C307 GRADING PLAN C400 DRAINAGE AREA MAP C401 STORM PROFILES C402 PRE DEVELOPMENT DRAINAGE AREA MAP C403 POST DEVELOPMENT DRAINAGE AREA MAP C404 SITE NOTES AND DETAILS C500 SITE NOTES AND DETAILS C501 WATER AND SEWER NOTES AND DETAILS C502 WATER AND SEWER NOTES AND DETAILS C503 BMP NOTES AND MAINTENANCE PLAN C504 LANDSCAPING PLAN L100 LANDSCPAING NOTES AND DETAILS L101 TOTAL DRAWINGS = 30 ARCHITECT STEWART - COOPER - NEWELL ARCHITECTS 719 EAST SECOND AVE GASTONIA, NORTH CAROLINA 28054 PHONE: (704) 865-6311 scn-architects.com CIVIL/LANDSCAPE TIMMONS GROUP 610 EAST MOREHEAD STREET, SUITE 250 CHARLOTTE, NORTH CAROLINA 28202 CONTACT: BRIAN CRUTCHFIELD PHONE: (704) 376-1073 EMAIL: brian.crutchfield@timmons.com OWNER WESLEY CHAPEL VOLUNTEER FIRE DEPARTMENT, INC. 315 WAXHAW INDIAN TRAIL RD. WAXHAW, NORTH CAROLINA 28173 CONTACT: STEVEN MCLENDON PHONE: (704) 843-3367 EMAIL: smclendon@wesleychapelvfd.org r Know. w as'sel Call 1 et om y lign I II114'� Hi , io'� GENERAL NOTES ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF OTHER CONTRACTORS AND TRADES. WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED IN WRITING. Project No. 1619 Date: 11.12.2020 Drawn by: JH Checked by: BVC Revisions:0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. 610 East Morehead Street- Suite 2501Cha lotte, NC 28203 TEL 704.376. 10731 FAX 704.376.1076 NC License No. C-1652 Q STEWART-COOP ER- NEWELL ARCHITECTS, P.A. THIS DRAWING IS THE PROPERTY OF STEWART—COOPER—NEWELL ARCHITECTS, PA. AND IS SUBJECT TO FEDERAL COPYRIGHT LAWS. THIS DRAWING MAY NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF STEWART—COOPER—NEWELL ARCHITECTS, PA. SEAL 3 g = ��'Y•�NCINE�'•;�� CRv3 0 00 (q o a LO Lo 70 Cq (0c °O ao U CD 0 z ti ti U) .6 co E LL, �fD (6ca U IL LL N O _O ti �Ilp N c0 O 00 gIIIIIIl11111JJ)J))JJJJJJJJJJJ��%//D E 0 II� )iiiii111%%1��////// ��11111111�` (D ca U O z z Lw O w w ~ z (f) = c) z0 v � I— LiJ CD w L1 J = >O J � p U LLJ o LLJ LL-i U z O Sheet Number C000 L-