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Home My WebLink AboutSW7970519_APPROVED PLANS_20110310STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW "7':Za-yl DOC TYPE ❑ CURRENT PERMIT VP APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE TO 0 3 YYYYMMDD 24" CURB & GUTTER 30" CURB & GUTTER (STANDARD FACE) (STANDARD FACE) (N.T.S.) (N.T.S.) 24"— 24" —� 4000 PSI < CONCRETE HERBERT A. PERRY, SR. DB 830, PG 278 —r �— m PROVIDE EXPANSION JOINT AT MID -LENGTH 48" VALLEY GUTTER DETAIL (N.T.S.) w 44,2.41�'Ei , 65g5'10" i N i Y, �OFTUS. 284 AND AVON ROAD DB F SMRMWATER PON 27, 44-25� ` 20, 1 � oosTUlc TER; rw s ib-20 ry; , oll :-7 $7. `1c ---.� -fa! 1 c•n fr ui 199.98� �E / Bb - BACK OF CURB BFE = BASE FLOOD ELEVATION BLD - BUILDING CORNER BM - BENCH MARK AREAS CB - CATCH BASIN C/L - CENTERLINE CLD - CENTERUNE DITCH IMPERVIOUS PARKING AREAS WITHIN BOUNDARY CLR - CENTERLINE ROAD TOTAL = 28,714 S.F. COP = CORRUGATED METAL PIPE co = CLEAN our CPP = CORRUGATED PLASTIC PIPE IMPERVIOUS WALKS & APRONS AREAS WITHIN BOUNDARY DI = DROP INLET TOTAL = 1,555 S.F. DIP = DUCTILE IRON PIPE IMPERVIOUS BUILDINGS AREAS WITHIN BOUNDARY DW = DRIIVEWAYUT TOTAL = 3,733 S.F. EIA = EXISTING IRON AXLE EIP = EXISTING IRON PIPE IMPERVIOUS AREAS WITHIN BOUNDARY EIS - EXISTING IRON STAKE TOTAL = 34,003 S.F. ELM = ELECTRIC METER BOX ELMH= ELECTRIC MANHOLE EP - EDGE OF PAVEMENT EPKN= EXISTING PARKER KALON NAIL ERRS= EXISTING RAILROAD SPIKE OUTSIDE BOUNDARY AREA BETWEEN R/W & BC SS FLAREDEND DDSEE TOTAL = 8 367 S F. FFE= ELEVATION PVC PIPE I FH = FIRE HYDRANT OUTSIDE BOUNDARY IMPERVIOUS AREA FM - FORCE MAIN 5,257 S.F. (DRIVE ENTRANCES) = FIBER OPT GL =GAS LINE GV = GATE VALVE GYE = GYE WIRE HC = HANDICAP INV =INVERT v� JB JB =JUNCTION BOX ' LP = LIGHT POLE C' FD B LANDSCAPE TREES ROBERT J. RICH MBL MINIMUM BUILDING LINE I and wife JANICE W. RICH MH = MANHOLE MHW = MEAN HIGH WATER DB 1032. PG 807 MP - METAL PIPE PC E, SLIDE 99-3 NPS = NO POINT SET PCB = PUMP CONTROL BOX I PH = PUMP HOUSE PM PITCHERS MOUND PP POWER POLE PVC - POLYVINYL CHLORIDE "OVE RCP = REINFORCED CONCRETE PIPE I- NR/W = RIGHT-OF-WAY i..", FNVERONMEt."'A, SDMH- STORM DRAINAGE MANHOLE :1 COMMON SIP - SET IRON PIPE Vi TER 0UALI I ( SPC - STATE PLANE COORDINATE AREA SPKN= SET PARKER KALON NAIL SRRS= SET RAILROAD SPIKE SS - SEWER SERVICE. un S "o 'r7aS%y SSMH= MANHOLE STMH- STORM MANHOLE SW - SIDEWALK TB = TOP OF BANK (TOPO ONLY) TLMH= TELEPHONE MH TPED - TELEPHONE PEDESTAL TRANS- ELECTRICAL TRANSFORMER VG = VALLEY GUTTER WDL = WOODSUNE S9'1 R W 71'01" E 262.82' — — — — — —— --- EIP D WM = WATER METER BOX WP = WETLAND POINT .28 WV = WATER VALVE ]!W-d4b3 LSA =LANDSCAPEAREA NTS = NOT TO SCALE e —DPP -N4- = NOT TO SCALE • ' ■ = CLASS "B" STONE APRON RCPS" ® = CONSTRUCTION ENTRANCE/EXIT = LIMITS OF CONSTRUCTION = W INV.=24.54 W—W—W—W—W—W—w - - �= DRAINAGE EASEMENT ®= RIPARIAN BUFFER - 48' ®= SIGHT TRIANGLE TIER = SIGN EASEMENT DWODSTORT P Q = CONCRETE LINED DITCH ZONING CLASSIFICATION REVISED: REMOVED VEGETATED SWALE PER BILL MOORE 03/07/2011(CNS) 30' 1w 0 3o ew 9w ":... ; :::.... .. , :.:., • ceAPrllc SCAM 30 SHEET 1 OF 1 PARCEL#63 7 EXISTING CONDITIONS SURVEY PIN # CITY OF WASHINGTON, BEAUFORT COUNTY, NORTH CAROLINA OWNER: HERBERT A. PERRY LESSEE: WALTER L. WILLIAMS ADDRESS: P.O. BOX 1162 ADDRESS:3602 HWY 264 EAST WASHINGTON, NC 27889 GREENVILLE, NC 27858 PHONE: (252)946-26664,E PHONE: (252)752-9957 J. S. JANOWSHI ENGIENGINEERINGBaldwin DeS1gII"�'3� SURVEYED: JP/AB APPROVED: MWB Wll�Wll*�, PA DRAWN: JAM/CNS DATE: 03/02/11 J. 13OX N JANOWSKI, PE ComW ants PO BOX 2792 WINTERVIU_E, N.C. 28590 OESICN - LAND - SURVEYING - (252) 714-3002 istepMn nowskl0 s)s ineering.rxm GREEDIV U NO 27� 25275&1390 CHECKED: MWB SCALE: 1" _ 30' FB 491, PG 41 CAD FILE 10-070 Trade Washington\Survey\Existing Conditions Survey.dwg C&G FILE: FILENAME BC - BACK OF CURB BFE = BASE FLOOD ELEVATION BLD - BUILDING CORNER �✓/ — — 24- _ BM = BENCH MARK � �� AREAS CB =CATCH BASIN `fix Gyp 1& 1 — �� -`�\\ /��1 CLLDL = CENTERUNE DITCH --- —�\ I ,I SiO�IT917ER RLINE ROAD ��\1 "� CMP = CORRUGATED GATED M PIPE gulp DOSRNG POND j ��\\ \�1� / ry IMPERVIOUS TOTAL PARKING 28714 S.FN BOUNDARY CO = CLEAN OUT I�RAP � I I 1 `�— _ — J ' � L -�' �, � " /6 � CPP - CORRUGATED PLASTIC PIPE `2 —_ — — — = — - _-� J �, /�ryy° IMPERVIOUS WALKSO&APRONS AREAS WITHIN BOUNDARY DIP - DROP DUCTILE RI INLET PIPE t i L \ IMPERVIOUS BUILDINGS AREAS WITHIN BOUNDARY DW = DRIVEWAYY� S 100' BLOCK RETAINING WALL ON PRO�FRIY UNE � = TOTAL = 3,733 S.F. EIA - EXISTING IRON AXLE _ EIP = EXISTING IRON PIPE PMa DUMPSTER IMPERVIOUS AREAS WITHIN BOUNDARY EIS = EXISTING IRON STAKE b� DUMPSTER �TO TOTAL = 34,003 S.F. ELM = ELECTRIC MErER ELMH= ELECTRIC MANHOLE X LAMP l 4 SING NJC PAD EP - EDGE OF PAVEMENT FLOW im EPKN- EXISTING PARKER KALON NAIL in �� NG RAGE OUTSIDE BOUNDARY AREA BETWEEN R/W & BC FESS= FLARED GE D SECTION NPtKE EX. CB M EXISTING BRICK BUILDING in TOTAL = 8,367 S.F. / FFE = FINISHED FLOOR ELEVATION 12" PVC PIPE FH = FIRE HYDRANT CONCRETE FM = FORCE MAIN l l� � OUTSIDE BOUNDARY IMPERVIOUS AREA FO m FIBER OPT �� ` PERVIOUS 5,257 S.F. (DRIVE ENTRANCES) GL GV = GAS LINEISLAND Z = GATE VALVE e' SIDEWALK R GYE = GYE WIRE HC = HANDICAP PERVIOUS INV = INVERT N ISUIND $ LP = LIGHT POLE BOX 3 AREA = 0.9Z9 ACRE CONC. TRPANSFORMER m �-� LST - LANDSCAPE TREES 1 ro cMB = MAIL BOX o MBL = MINIMUM BUILDING LINE —� ROBERT J. RICH F1DLT/ FLOW m and Wife JANICE W. RICH MHW = MEANHIGHGH WATER b LE EX. CB DB 1032E PG 807 MP = EXISTING CONCRETE - - _ METAL PIPE PC E SLIDE , 807 NPS NO POINT SET to P NG cC I �1 PCB - PUMP CONTROL BOX PH = PUMP HOUSE 2��EXI PM - PITCHERS MOUND PP3 POWER POLE POLYVINYL CHLORIDE STING PUMP CANOPY I RCP = REINFORCED CONCRETE PIPE R/W = RIGHT-OF-WAY SDMH= STORM DRAINAGE MANHOLE SIP = SET IRON PIPE SPC - STATE PLANE COORDINATE 1 AR�FA�E SPKN= SET PARKER KALON L PAD SRRS- SET RAILROAD SPIKESS = SEWER g + Al SSMH- MANHOLE ERVICE CONCRETE STMH=STORM MANHOLE SW - SIDEWALK FLOWUNE TB = TOP OF BANK (TOPO ONLY) TLMH= TELEPHONE MH N K III TPED = TELEPHONE PEDESTAL 10' �rOo�2IJ��LkYw 1 oAR TRANS= ELECTRICAL TRANSFORMER �GLrTTEx. 4PUMP DL = VALLEYWOODSGUTTER R — — — T]P LAMo �°•) PHONE PHONE EIS — — — — — R — S 79'11'01" E 262.82'(TI17 BP WM = WATER METER BOX S 79 11'01" E 200.00' of — — — — — — WP WETLAND POINT �� TE 27.28 WV = WATER VALVE 30• CURB k GUTTER IHV.=24,73 - LSA = LANDSCAPE AREA ®— o — o — e p dr GUTTER p p PP EX `IB V PP � = NOT TO SCALE =NOT TO SCALE TP?D E d^p 4. p—p p^4--o--p—p--p—b—p J�_ GUY�uY EX 16. CLASS W STONE APRON RCPROP ® - CONSTRUCTION ENTRANCE/EXIT D:. WATERLINE L = LIMITS OF CONSTRUCTION AgO.24, � W—W—W-w--W-w—W—W . W W—W —W W—W--W- 9 W— w W yr^yy_w^w—w_w—W " INV=2454 ®= DRAINAGE EASEMENT 10 W i :. ®= RIPARIAN BUFFER N EX. CB PROPOSED W �g VALLEY YGGUT R• 1 ``( f (f % ®= HT TRIANGLE VALLEY GU11ER D D.54 ®_ SIGN EASEMENT all INV.-23.27 BASIN AND STORM PIPE INV.-24.09 - SCNFD FROM DOT PLANS... - - CONCRETE LINED DITCH INV.-24.27 .. �:L ten_ ZSII CD = ZONING CLASSIFICATION U.S. HWY 264 REVISED: REMOVED VEGETATED SWALE PER BILL MOORE 03/07/2011(CNS) AVON ROADoRTu`;°i�' J� (150' R/W 65' B/B PUBLIC) ll INV.-24Z7 30 +s' o ,a eo cwPloc sr•, 6• 1• SHEET 1 OF 1 PARCEL #6337 EXISTING CONDITIONS SURVEY PIN #15012581 WILCOHESS #1845 R/W — — — — — — — — — — — — — - - — — — — R/W US HWY 264 REFERENCE: DEED BOOK 1085, PAGE 803 OF THE ArR rii�� BEAUFORT COUNTY REGISTRY CA rR /i/�� • c` E s s . CITY OF WASHINGTON, BEAUFORT COUNTY, NORTH CAROUNA �o F ro �. 2 E s s'o 'ti'; _ 4 s 9 ' OWNER: HERBERT A. PERRY LESSEE: WALTER L WIWAMS ' ADDRESS: P.O. BOX 1162 ADDRESS:3602 HWY 264 EAST WASHINGTON, NC 27889 GREENVILLEE NC 27858 URv y ° fN JAN��` PHONE: (252)946-2664 PHONE: (252)752-9957 .` rnnnnmldl� �Ai' TT,A,,^, nunnag��dill iJ��)� 3a9e0 / J. S. JANOWSKI ENGINEERING C-3 SURVEYED: JP AB APPROVED: MWB J. BOX 27 JArlowsKl, PE CQn$ lt=b PA DRAWN: JAM/CAS DATE: 03/02/11- . - J. BOX 2792 - W9�TERV1UE, N,C. 25590 DESIGN - LAND P1 - SURVEYNiG (252)'714-3002 pMn anowNUO a ineerl .eom � 27� 25275&1390 CHECKED: MWB SCALE: 1' _. 30• FB 491E PG 41 CAD C&G FILE: FILENAME FILE: 10-070 Trade Washington\Survey\EXtotting Conditions- Survey.dwg Y I Y I Y TO HOOGE_ AVE. e 1T. B. zr. GRA E ,.35 GRATE RATE B '-33, VICINITY MAP N.T.S. i i 27. 53� I N,'F RICH D.B. 1032• Pe•807 FxISTING FENCE 1 I 4 x iC i CONCRETE_ LUME , to roNS`. RIP RAP 1� w U 1 H PROJECT NO. • P-334-6 a DRAWING NO.: N-F PERRY D.B. 830. Pq.'78 tj .? a 64 '150 PUBLIC RiW) 23 TO AVON AVE. _p iC c 20 GRAPHIC SCALE: =2) i EL EL. 25.0 0 `= ESTABLISH VEGETATION 24"CMP RISER r'ON DYME AND ALI- T — /� [ PERMANENT POND l-O �' LONG �, j GRADED AREAS ORIFIC�l 71 E, 1, i C;po 0 �. \ 8"SLIDE % - � GATE _ INV. 9.0 -- t GDNCRE TE 1 ti� Fept?Nc Hill RAP Tom_ I N l y i CD 'WALE RIPRAP =' BERM aoAIER DOND ..r Tx�Ir 11 RE I r_taE T ;TFIi t=YrA L E :�ECT;O[vN \\y7 J f APPROVED NORTH CAROLINA DMp WWAL MMINAGEMENT COINiMM N DMSM OF OryffioMMAL mpjv.77 lial r FW N Na SW�? 7V S R E V I S I O N S RECEIVED Y NO. A �R WASHINGTON OFFICE Du 8%t;97 MOVE CARS AUG 14.1997 -- --- fr6LL WATER MANAGEMENT PLAN TRADE MART BLAJ,'_rUNT` NORTH AE,^,L INA OWNER WALTER WILLIAMS DESIGNED: _Es ""` E` ADDRESS a DRAWN: EEr_r � LLc , N; 8'.1 PHONE q-t APPROVED: ''-F> S STROUD ENGINEERING, P.A. DATE s7 107-B COMMERCE STREET SCALE. 'C GREENV:LLE. NORTH CAROLINA 27858 :919> 756-9352 SHEET j OF j