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HomeMy WebLinkAboutSW8040523_APPROVED PLANS_20040608STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 7ii�/ilOg YYYYMMDD DWE I LLC ZONED RU CURRENT USE UNDEVELOPED 51, 911, NIR SET DWE I LLC ZONED RU CURRENT USE MINING SITE 51' , yeti � r PROPOSED CHAIN �LINK FENCE 39 GATE \ \ SANTAAMRM \ YC Q-190 \ SEILAW DR 125-307 \ CENTERLINE OF \� FALL SWAMP I EXISTING E � MAGNEnC NAIL MER CULVERTS AND BRANCH } ` /THE LINE PROPOSED PROPERTY / DWE I LLC1 r/ ZONED RU BOUNDARY k \� CURRENT USE%7" crtvovrs UNDEVELOPED j II k 33' 11.57' S T k _ R=50.0' PROPOSED CHAIN LINK FENCE x 1- 1 CV 563• d' f (WARDHOUSE: PROPOSED h 20' GATT: 7� N12 54'DO E MARL PARKING > R5U' f k AND 1 9D.86' / OUTSIDE STORAGE ! PROPOSED 95 LF RCP INV IN-48. 273' I'Ri 1I] 7. A.4PHAI T INV O[ !T = 475 k 25' _ CONCRETE WHFF,I.STOP PROPOSF.n RMY 11 sAq (TYP.. SEE. DETAIL) RFTAIL/OFFT(I Cis 110.000 SF N16.29'11'E 1>i), VAN AC•C FSS11i1.1:, PROPt -St 104,75' e HANDICAP SIGN ASI RA 00 3 PROPOSI D (TYP.. SEE DETAIL) 11 e7_ WAREHOUSE 2 BUILDING SPAT S 24,0N SI `12 PROPOSED 130, WAREI IOUSI 8 BUILDING 24.OW SF ACCESS DOOR (TYP) PFRSONNFI, DOOR (•I'YP)\ ' T, ' 245' C� ' �n � I �-- 551 TYP / NSI'22'55'It- PROPOSED / 30,69' MARL PARKING PROPOSED AND STORMWA TTIt K MAIL OUTSIDE STORAGE POND I VANAC'CI:SSIRIT HANDICAP SIGN �tnD tihq 2 (TYP., SEE: DETAIL) % I ACES LOADING AREA IT X 55' I I YI'.) CONCRF,TF PAD IT X 12' (TYP_) CONCRETE PAD IW X 12' (TYT'.) PROPOSED MARL PARKING LDS, ., r AND F.(,L'+Ps 00 OUTSIDE STORAGE S7• `` DF LNG 130't a o pRMpos f� ` ecREXT GEOROM PAIL CORP. RETRY A• IC 6'6s' ssl CLYDE CLE"ONS TRACT ZONED RU CURRENT USE UNDEVELOPED R50. SCALE: i" - 100' 1) ;0 100 200 300 179, TOPOGRAPHIC AND BOUNDARY INFORMATION PROVIDED BY TOMPKINS LAND SURVEYING. P.A. FROM A MAPTITLED "SURVEY FOR DWE I, LLC." DATED FEBRUARY 27. 2004 AND REVISED MARCH 24, 2004. } I 1 s�.`` Sao Do• �' ", / Q� �� DSO .�4// 442, a ati jkr / + I RETAIL/OFFICE BUILDING PARKING AREA DETAIL PR( )POSED 70 LF RCP INV IN = 51.25 INV OUT = 50.99 N31'S5 08-E 145, 09' SITE PLAN NOTES: ALL INTERNAL LIGHTING TO BE LESS THAN 40' IN HEIGHT, ALL PAVEMENT RADII ARE T UNLESS OTHERWISE NOTED. SCALE: I " = 60' 0 30 60 120 VAN ACCFSSMI.F. _ . I IANDICAP SIGN .. SO tY . .. (TYP., SEE DETAIL) LANDSCAPF, AREA (MIN 144 SF) . . .. ... 10' try....,.. ...., 5' CONCRLTL tilDEWALK � 1•� a � r � �� PrRSONN171. '� 10` R=250 DOOR I TYP L 20' TYP o .. g f. CONCRETE WHEELSTOP z: ® (TYP-SEE1)I3TAIL) ACCESS DOOR (TYP) LANDSCAPE ARI A .ti.:1 (MIN 144 SF) LANDSCAPE AREA (MTN 144 SF) i IO' CONCRETE SIDEWALK SITE. 211 SUPPLY VICINITY MAP V-6" x 1'-0" x 0.080 STD. ALUM. NOT TO SCALE HANDICAPPED PARKING SIGN TO READ "RESERVED PARKING" WITH IDENTIFICATION SYMBOL. BOLT TO WD- POST W/ WW CADMIUM PLATED NUTS, RESERVED BOLTS AND WASHERS. PARKING z r 9" x V-0" x 0.080 STD ALUM. SIGN TO READ co "VAN ACCESSIBLE". BOLT TO WD. POST WITH 318" CADMIUM PLATED NUTS, BOLTS AND WASHERS. 12" 9" x V-0" x 0.080 STD ALUM. SIGN TO READ "MAXIMUM PENALTY $250". BOLT TO WD. COLORS POST WITH 3/8" CANDIUM PLATED NUTS, LEGEND AND BORDER- GREEN BOLTS AND WASHERS. WHITE SYMBOL ON BLUE TREATED WOOD 4" X 4" POST BACKGROUND BACKGROUND- WHITE 1-1 /2"R (TYP.) (TYP.) MAXIMUM PENALTY 3/8" - VAN 3/8" — $250 (TYP.) AGGESSIBL (TYP.) LEGEND AND BORDER- GREEN LEGEND AND BORDER- GREEN BACKGROUND- WHITE BACKGROUND- WHITE /� J TYPICAL HANDICAP SIGN DETAIL NOT TO SCALE EDGE OF PAVEMENT y OR OBSTRUCTION TOP OF REINFORCING BAR FLUSH WITH TOP OF CONCRETE. 12" i �F i.A �• � ���i DWQ FHOJ # 7/8" DIA. HOLES 1.' 011 3/4" REINFORCING BAR Z IMBEDDED 18" INTO SUBGRADE. r2•M/ 2 #4 BARS N CONTINUOUS O co CONCRETE W TEELSTOP DETAIL NOT TO SCALE OWNER: DR. DECAROL WILLIAMSON 2618 NEW VILLAGE WAY WILMINGTON, NORTH CAROLINA 28405 (910) 25I-8543 SITE AND ZONING DATA: CURRENT ZO'41NG: RU PORTION OF PARCEL 13600023 TOTAL SITE AREA = 23.59 AC. 10,000 SF RETAIL/OFFICE BUILDING LANDSCAPE, AREA REQUIRED ONE GREEN SPACE ISLAND PER 20 PARKING SPACES OR FRACTION THEREOF (144 SF MIN. PER ISLAND) GREEN SPACE ISLANDS REQUIRED = 2 ISLANDS AP P ROVf r'-I'A NI .')Ik ll- ITA CC P PARKING SPACES REQUIRED FOR PROPOSED USES .y OF HATER 0E)ALITY ONE PER 400 SF OF GROSS FLOOR SPACE - 25 SPACES"' PARKING SPACES PROVIDED=25 SPACE'S Oa;E 0 d 24,000 SF WAREHOUSE BUILDINGS 1;;afar Permit Ko. b �., PARKING SPACES REQUIRED FOR PROPOSED USES ONF PER EACH 2 FMPLOYEF,S, PLUS ONE FOR FAC14 MANAGER [AI, PERSONNEL, PLUS ONE VISITOR'S SPACE FOR EACH FIVE MANAGERIAL POSITIONS PROPOSED EMPLOYEES PER WAREHOUSE: NINE EMPLOYEES AND ONE MANAGER PER WAREHOUSE PARKING SPACES REQUIRED PER WAREHOUSE = 7 SPACES (5 FOR EMPLOYEES, I FOR MANAGER, I FOR VISITOR) PARKING SPACES PROPOSED PER WAREHOUSE = 14 SPACES LOADING SPACES REQUIRED = 3 SPACES LOADING SPACES PROVIDFD = 17 SPACES .-I 111 Revisions 06/07/04 Dimensions Per NCDENR - DWU Cornnients W � • 00N Z 0 4 cv Z �� C U I0 ono z�� U � 00 Co 1 Con �--1 W Date: _ 20 MAY_04 Scale: As Shuwn Drawn 13y: CDC Checked By: ACI AN113 THIS PLAN IS NOT ISSUED FOR CONSTRUCTION WITHOUT AFFIXED CORPORATE SEAL, This, drawing shall not he repnxtueed in whole or in part without written permission of .Toast Coast Engineering Company, P.A. -— l r Y i I �� ^ r 1__ 1 e s •, ��, 1��� 'r 1 i' ' �}s�r'! i.!kt'i'1 �.s'F ��!� s �^{�, `J'+ '�JI'�'S^f.; .+. Sheet I of 4 ECEC PROJECT NO. 1900.27 This drawing shallnot he reproduced in whole or in part without written permission of East Coast Engineering Company, P.A. y Uq ECEC PROJECT NO. 1900-27 CONSTRUCTION SEQUENCE: Revisions i - / n I v ' -54- i J jA ii h w N i TEMPORARY SEDIMENT BASIN 32'x210'xV (SEE DETAIL) km 1 4 � 1 � I � i A 1" � I r i TEMPORARY DIVERSION (SEE DETAIL) ! s A f BLOCK & GRAVE INLET PROTECTIOT [TYP) (SEE DETAIL) r TEMPORARY DIVERSION (SEE DETAIL) / BLOCK & GRAVEL rINLET PROTECTION (TYP) (SEE, DETAIL) I TEMPORARY SEDIMENT BASIN 25'xR0'x3' (SEE DETAIL) \ BLOCK & GRAVEL 1 INLET PROTECTION Sr, 1 \ (TYP) (SEE DETAIL) 54 \ )9(54.43 I II �h1 � i , r/ 1 1 1 BLOCK & GRAVEL y INLET PROTECTION ' I (SEE DETAIL) i \3 1 3$(s4.50 i 1 I LA Ln L u J LA I BLOCK & GRAVEL INLET PROTECTION (TYP) (SEE DETAIL) I I -I ti LIMITS OF DISTURBANCE IS PROPERTY BOUNDARY = 23.59 ACRES `y / \ r < / BLOCK & GRAVEL .51 INLET ROTECTION (TYP) NEED -FAIL} j l� I �MP[?RSTRiARY iCT[ON 53 S 51 ENTRANCE (SEE DETAIL) Ili l l DIVERSION J 5 5 (SEE DETAIL) r� 56.50 / 53 52 � I B � TEMPORARY / DIVERSION I I f c�2� (SEE DETAIL) III 53 i } I i V �JI I I ru �i ! ,�r 4 TEMPORARY / i r DIVERSION E J (SEE DETAIL) I f ul � r' BLOCK & GRAVEL 1 INLET PROTECTION / I i (TYP) (SEE DFTAII.) yrY l `1 I 1 m 1 TEMPORARY / \ I rI Ir I III �I I II 55.50 56 I,IcsFNn ---4�— EXISTING CON'FOUR OB'I'AINEI) FROM TOMPK INS LAND SIJI2VEYING, PLS 40 PROPOSED CONTOUR SCALE: I" = 60' - 0 30 60 120 ITEMPORARY CONSTRUCTION ENTRANCE (SEE DETAIL) 1/2" MESH WIRE PLAN VIEW 1. CONTRACTOR TO NOTIFY N.C. LAND QUALITY SECTION, REGIONAL OFFICE IN WILMINGTON, (910) 395-3900, PRIOR TO BEGINNING CONSTRUCTION. 2. CONSTRUCT STORMWATER DETENTION POND WITH INLET PIPE AND OUTLET STRUCTURE. 3. INSTALL CONSTRUCTION ENTRANCE, SEDIMENTATION BASINS AND TEMPORARY DIVERSIONS AS SHOWN ON THE EROSION CONTROL PLAN. 4. GRADE SITE AS SHOWN ON STORMWATER PLAN. 5. LAY BUILDING FOUNDATION. 6. INSTALL STORMWATER DRAINAGE SYSTEM, INCLUDING ALL PIPES, YARD INLETS, JUNCTION BOXES, CATCH BASINS AND SWALES. INSTALL INLET PROTECTION AROUND YARD INLETS AND CATCH BASIN. 7. PREPARE SUBGRADE, PLACE MARL OR ASPHALT ON DRIVES AND PARKING LOT. 8. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED, OR PERMANENT GROUND COVER IS PROVIDED. 9. CHECK STORMWATER POND DEPTH FROM PERMANENT POOL TO BOTTOM, IF LESS THAN DESIGN DEPTH, EXCAVATE TO DESIGN DEPTH. EROSION CONTROL NOTES: 1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973. 2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE EARTH FOR THE SHORTEST POSSIBLE TIME. 3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER. 4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO PREVENT OFF SITE SEDIMENTATION, AND SHALL BE SEEDED AS NECESSARY TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT. 5. SEDIMENT AND EROSION / TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE FUNCTIONAL AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS. 6. OVER THE DURATION OF THE PROJECT, THE OWNER SHALL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE OWNER SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY THE SITUATION. 7. CULVERTS, DITCH -LINES, OR RIP -RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE. SEEDING SCHEDULE ALL DISTURBED AREAS SHALL BE STABILIZED WITH A PERMANENT VEGETATIVE COVER. THE CONTRACTOR MAY USE METHODS AND SCHEDULES SHOWN BELOW: HOWEVER, IT IS RECOMMENDED THAT THE CONTRACTOR CONSULT A SPECIALIST WITH ATTENTION GIVEN TO SITE SPECIFIC CONDITIONS. A. CULTIVATE AREA TO A DEPTH OF 5". B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE. C. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE. D. SOW GRASS SEEDS AT THE FOLLOWING RATES: KIND RATE PER ACRE COMMON BERMUDA GRASS (UNHULLED) 20 LBS. COMMON BERMUDA GRASS (HULLED) 12 LBS. PENSACOLA BAHIAGRASS 50 LBS, KOREAN LESPEOEZ4 25 LBS TALL FESCUE 30 LBS. E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE. F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 300 GALLONS PER ACRE IN LOCATIONS AS AUTHORIZED BY THE ENGINEER. #57 CLEAN WASHED STONE PLACE CONCRETE BLOCKS TWO COURSES HIGH AROUND INLET LPLACE ONE BLOCK OPEN ON EACH SIDE OF INLET SECTION VIEW BLOCK & GRAVEL INLET PROTECTION NOT TO SCALE TEMPORARY DIVERSIONS SHOULD 13E SEEDED AND MULCHED AS SOON AS THEY ARE CONSTRUCTED TO PRESERVE DIKE HEIGHT AND REDUCE MAINTENANCE. TEMPORARY DIVERSION NOT TO SCALE TEMPORARY GRAVELED CONSTRUCTION ENTRANCE NOT TO SCALE VEGETATED EARTHEN CONTAINMENT BERM VEGETATED EARTHEN �-2:1 SIDE SLOPE MAX FILTER FABRIC RIP RAP STONE CLASS 1 STONE SECTION CLEAN BASIN WHEN ONE HALF FULLCARRY RIP -RAP UP TOP OF BERM SIDE OF SPILLWAY TOP ELEVATION OF STORMWATER #5 CLEAN WASHED ry 4' MIN. FLOW VARIABLE (SEE PLAN) STONE VARIABLE (SEE PLAN) TEMPORARY SEDIMENT BASIN DETAIL NOT TO SCALE 5' 18" FREEBOARD MAX. VARIES CLASS 1 RIP -RAP d50 = 12" W � �N �..� O O O O W Z Cda00 U� +' ova zC4'-I UCd 0 ,d00 W H U d H � a U H � w °z o ° F-4 z O o U o rA 0 � U W � 3 O O Date: 20 MAY 04 Scale: 1"- 60' rNawn II I;MN Checked By: ACL/DHR THIS PLAN IS NOT ISSUED FOR CONSTRUCTION WITHOUT AFFIXED CORPORATE SEAL. SEAL a 179 r 6AR*05 Sheet 3 of 4 This drawing shall not be reproduced in whole or in part without written permission of East Coast Engineering Company. P.A. ECEC PROJECT NO. 1900.27 A lI•4....i4!re.t�isu.uyi.[fi.I. uslst�Ltx: s i.'c.t,i Revisions PRECAST CONCRETE 4" CONCRETE POSTS MANHOLEFRAME AND COVER THROAT ELEVATION = 51.0 TEMPORARY POOL ELEVATION'--, PERMANENT POOL ELEVATION = 49.0 SCH. 80 PVC I" ORIFICE -TEES WITH SCREW -ON PLUG W/ GASKETS 4" SCH. 80 PVC SCREW-ON_T___ PLUG W/ GASKET` ` MIN. SEAL WATER -TIGHT BETWEEN PIPE AND CATCH BASIN PLAN VIEW TRASH GUARD #4 1REBAR 6" O/C CAST INTO 4" CONCRETE POST_ AS ! REQUIRED ! 12" 4' w INV = 47.4 36" CPP (HDPE) a w • a COMPACTED SUBGRA SECTION A -A' COMPACTED SUBGRADE SECTION B-B' THE BASIN MAY BE DRAINED BY REMOVAL OF THE 4" PVC PLUG IN THE OUTLET STRUCTURE OR BY MEANS OF A GAS POWERED MUD HOG TYPE PUMP. STORMWATER POND OUTLET NOT TO SCALE WETLAND PLANTS SCIENTIFIC NAME SCIENTIFIC NAME COMMON NAME NOTES COMMON NAME NOTES PELTANDRA VIRGINIA FULL SUN TO PARTIAL PONTEDERIA CORDATA FULL SUN TO PARTIAL ARROW ARUM SHADE PICKERELWEED SHADE SAGGITARIA L.ATIFOLIA AGGRESSIVE COLONIZER SCIRPUS VALIDUS FULL SUN. AGGRESSIVE WEEDY ARROWHEAD/DUCK POTATO SOFT -STEM BULRUSH ALIENS SUCH AS P. PERFOLIATUM ANDROPOGON GLOMERATUS REQUIRES FULL SUN POLYGONNUM SPP. FAST COLONIZER. TOLERANT OF BUSHY BEARDGRASS SMARTWEED FLUCTUATING WATER LEVELS. TYPHA SPP. AGGRESSIVE. MAY ELIMINATE JANCUS EFFESUS TOLERATES WET OR DRY CATTAIL. OTHER SPECIES. SOFT RUSH CONDITIONS. SAURURUS CERNUUS RAPID GROWTH. SHADE ZIZ4NIA AQUATICA PREFERS FULL SUN. LIZARD'S TAIL TOLERANT. WILD RICE TO ENSURE SUCCESSFUL PROPAGATION AND SURVIVABILITY, CONTACT A LOCAL AGENCY SPECIALIZING IN WETLANDS, SUCH AS THE NATURAL RESOURCE CONSERVATION SERVICE (NRCS), THE NC COOPERATIVE EXTENSION OFFICE, OR A LOCAL NURSERY. WETLAND SPECIES TABLE FREEBOARD ELEV = 52.00' CONTRACTOR TO PROVIDE BERMUDA SOD (TYP) ELEV = 3' MIN 3' TP = 51.00' PP - 49.0010' PP 49.00' w i" ORIFICE (SEE OUTLET DETAIL) ELEV = 42.00' NOTE: 6:1 SHELF TO BE VEGETATED WITH WETLAND SPECIES (SEE WETLAND SPECIES TABLE) PROPOSED STORMWATER POND CROSS-SECTION NOT TO SCALE STORMWATER POND OUTLET (SEE DETAIL) y 3:1 TO EXIST GROUND % 36" DISCHARGE PIPE INV - 47.4 NCDOT EROSION SEE PLAN VIEW FOR %CONTROL STONE DIAMETER OF PIPE (DO) DT = 3", Dom. = 5" ON No Zlwrll�wn g" STONE SHALL NOT BLOCK c OR fMPEDE PIPE FLOW UNDERLAY WITH MIRAFI SECTION A - A 60OX FILTER FABRIC OR APPROVED EQUAL ENERGY DISSIPATOR NOT TO SCALE 2' WIDE X 6' DEEP 3000 PSI CONCRETE COLLAR (TYP.) I... B PLAN NOTE: SEE Pt DEPTHS, PIPE SLOPE N_C_D.0_T.# $ 'STONE BEDD............... SECTION A -A SECTION B-B CATCH BASIN DETAIL NOT TO SCALE 2' WIDE X 6" DEEP 3000 PSI CONCRETE COLLAR (TYP.) • B SEAL WATER -TIGHT BETWEEN PRECAST . ; PIPE AND CATCH BASIN CONCRETE •SPP. ( PE) A. A' 4" CONCRETE ! , , A POSTS , - B, ' +• . SEE PLAN VIEW FOR LOCATION, a SIZE AND NUMBER OF FOR MANHOLE FRAME PLAN VIEW EACH YIARD INLET. AND COVER AS SET AT FINISHED GRADE ELEVATION (SEE PLAN VIEW) 2' WIDE X 6" DEEP 3000 PSI CONCRETE COLLAR (TYP.) rRE tRED I EINVERT AREA t3" wHDPE) 0 UJI ELEV LAN VIEa SECTION A -A' SECTION B-B' YARD INLET NOT TO SCALE N AN VIEW AS REQ'D TO ACCOMMODATE ' STORM DRAINS AND INLET FRAMES C WIDE X 6" DEEP 3000 PSI CONCRETE COLLAR (TYP.) PERMANENT POOL DIMENSIONS 1" W 60' 2'WIDE X 6' DEEP 3000 PSI CONCRETE COLLAR (TYP.) ANCHOR MANHOLE COVER TO SLAB 12" II�57 _.: COMPACTED STONE nnvvvvv¢vvva°v eee iaouvvvvv °"¢"oa"¢¢P¢¢c o..... 000aoa v000c COMPACTED iOtle°nav°n°n°o"bds°°v°ne"vovv°v avn°ov°vi vv P�a¢P'vvv¢avvnvvvv SUBGRADE renannevevvvvvvvvavPvvv Px aPa......P¢aa..... In... ntlaaann°Otla¢°°a¢b¢[ SEC TiON B 9 SECTKN A A TYPICAL JUNCTION BOX DETAIL & COVER NOT TO SCALE NOTES: 1. SEE PLAN ABOVE FOR STORM DRAIN SIZES, INVERT ELEVATIONS, AND TOP OF COVER ELEVATIONS. 2. SEE PLAN ABOVE FOR ORIENTATION OF STORM DRAINS RELATIVE TO JUNCTION BOX. �W 00 Z N 0 00 N U . X 0kn (U t a o Z cn 0 t,,; Cc 00 4 W Date: 20 MAY 04 Scale: As Shown Draw„ lBy: EWN Chcckcd By: ACIAN3R THIS PLAN IS NOT ISSUED FOR CONSTRUCTION WITHOUT AFFIXED CORPORATE SEAL. This drawing shall not be reproduced in whole or in part without written permission of East Coast Engineering Company, P.A. p. 1 .i�i.L.S'Fl .'�: i.r77 ;K S, .i 1. ii•dr�l ,l,�f.ii�' i y� I.:A:. o� 9:y I : �. ii F. �'"-,�. , �n r)�� d�w:In ,i ! , !; 4 ': r+ r tI, ! '•.•+�4'1,�R ,:91l M�'trt lF Yic��r, IS�I�L >"{C, t}}'4.. rdl p,l .t Sheet 4 of 4 ECEC PROJECT NO. 1900.27