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SW8990108_Approved Plans_19990803
TOTAL AREA PARKING L Or, TOTAL TOTAL INTERIOR INTE OR TO TAL DISTURBED BOIL DING IMPERVIOUS LANDSCAPING, PARK .'G L OT AREA AREA AREA PAVED AREAS SIDEWALK AREAS AREA CURB @ DRIVE• LANE,,CAP/NG (SO FT (SO. FT.) (50. FT.) (SO. FT.) (SO. FT.) S©. FT.) (SO. FT.) (SO. T.) TOTAL SITE SHOWN 50,762 66,134 4,740 15,753 723 RI216 18,256 4 461-'?EOUIRED = - 2, 5C 5 SHOWN' r, SURVEY INFORMATION PROVIDED BY: PARKING SPACES SOUTHERN LAND SERVICES fit:; ' P.O. BOX 688 !SPACE PER 400 SOFT= 12 SPACES REOU/RED -- ( - / /f FAISON, N.C. 28341-0688 21 TOTAL SPACES PROVIDED (910) 267-1253 TOWN OF BURGAW PENDER COUNTY 1.16 ACRES ---- ro DISTURBED ---- % ------ •e---- --DISTURBED-------------FREMONT STREET 0 ------------------ EXIST. AREA LIMITS 18" RCP AREA LIMITS (ROW TO PROP / / RETENTION POND INV. 41.20 (E.0.P.) EXTEND TO MH I CORNER) EXIST G N r -I CURB INLET POWER 1 R. 9 INV. 40.10 POLE- =t INV. 40.80 p�V �. 9 h 25� / O. A p HC RAMP � �ye- _.._. 658 `1 LANDSCAPING W/ AREA 1 / gip gX0 Ip *O t - - - A / _ 8 A 5 SIDEWALK . r - -_ a 4 ,7 DRIVE Y 0 G3 5 6' STREETYARD 3 �' ,> 4' D I € -�- 30 00 FINISH GRADE PLAN I SD H I, EXTEND RIP RAP TO BOTTOM DISTURBED INV. 8.6t� , i EXISTING DITCH AREA LIMI S8" q� IGN 0 9p' 336 >,% ~" • = IRON PIN CREST ELEV. 40.30' f 9' �,L 489 - 7 ryp ELEV. 41.00 1 (E.O.P.) ( Ay �.r� NI / / 2" 1-2 BITUMINOUS CONCRETE O = MANHOLE TOP 42.70 / SURFACE COURSE FILTER FABRIC -::_: «/ p $ .. ; ! I n/' _ _ 4 !CATCH BASIN 3 EWEY' B S. v INV. 40.01 = POWER POLE TREVIRA SPUNBOND - r- CH-CH-1 FRAMES GRATE OR EO 0 r r.� nr - WELL GRADED RIP RAP BEDDING 387 L.FT 24"IRCP I I Q. r �' -- u STYLE Ii25 OR EQUAL _ 4 �; 60 DEGREE PARKING / = LARGE TREE _' _ dso STONE SIZE = 9" 0 W 31 TOTAL PARKING SPA - - w -� ai; i 0 = VALVE B17X 14" MAX. STONE SIZE 1 ( o X + ACES 1. MIN. 21 THICK r- L ,SECTION a .I 4 �.In `� x o 43 3 QVgRFLOW WEIR DETAIL I i o.c y���x. He 5p 9oQh;� 14 3.0 " 0+ NITS 10 NERAL NOTES: 1. INSTAL L HAND I GAPPED PARKING SIGNS R7y-8a A Q R7-8d AT EACH HAND I CAPPED PARKING SPACE SHOWN, 2. PARKING LOT LANDSCAPING TO BE CURBED OR OTHERW1,$F PHYSICALLY PROTECTED. J. STREETYARD TO BE PER COUNTY 0i01AANCE. 4. NO LOADING SPACE WILL BE PROVIDED WITH THIS PROJECT. 5. SOL ID AASTE DISPOSAL WILL BE PROVIDED BY THE TOWN OF SURGAW MUNICIPAL SERVICE. 6. AN EXTERIOR L I GHTI NG PLAN WILL BE DONE THROUGH CPBL IN ACCGIRDANCE WI TH THEIR DESIGN STANDARDS. 7. THE DEVEL CPERS FEEL THA T NO TRAFFI C CONTROL DEVI CES ARE NEEDED. 8. SLOPE SIDEWALKS CW STREETS 114 " PER FT. TOW21ROS STREET. 9. NO WETLANDS EXIST ON THIS SITE. 16 1/2 " ! l „ /" 4 1/2 " CURB 54C rl�rR,t •A NTS 'n CURB GRADE 8" iv PVMT A� - w 8" BRICK WALLS 4„ 3/4" CEMENT PLASTER a OUTLET v•f •fir ..� ..� ..�� SECTION A -A SECTION B-B TOTE: 4" DEEP X 8" WIDE CONCRETE COPING ALL AROUND BASIN CASTING. STANDARD CURB INLET DETAIL NTS I I 6' MAX. zX MIN. 12 I/2 GA. i W/MESH SPACING 6 MAX. a MIN. SECTION GENERAL FILTER FENCE NOTES; I. SET POSTS AND EXCAVATE A G" X 6" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 2. STAPLE OR WIRE THE FENCING TO THE POSTS. EXTEND FENCING INTO TRENCH. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE SOIL IN THE TRENCH. TEMPORARY SILT FENCE STEEL OR 4" WOOD POST WIRE FENCING 'FILTER FABRIC 8"x 8" TRENCH SIDEWALK /h� 3. 0 f,7 PORCH GRASS aj AREA E,07 X I ;'' 17' 1 _J y `�XX " /, APPROXIMATE CUT LINES TO _ PROPOSED 80 X 48 C COMPLY WITH NO -RISE ( pRA55- <v i CERTIFICATION. REFER TO ° AREA COMMERCIAL BUILIDING / J NO -RISE CERTIFICATION PREPARED WITH A 30' X 30' 2X8 u / 4 BY LLOYD A. TYNDALL, P.E. I I DRIVE - THRU AREA p RCH . / REVISED 10/6/98. F.F. 45.5 APPROXIMATE TOP OF RIPRAP SLOPE APPROXIMATE TOE OF RIPRAP SLOPE / 2� APPROXIMATE BOTTOM OF CUT (INSTALL -- %. j SILT FENCE ALONG THIS LINE) AT 1/4"/FT. j \�, ::�S-EXTEND TO ROO DRAINAGE _ fp " ATE I2 LINE PROP. LINE TO BE ROUTED TO j! TORM WATER PON� D 6" AGGREGATE BASE COURSE COMPACTED SUBGRADE (MIN. CBR 6 - 10) GRADE 3 MAX T0 0 O 0 o CURB I O 00Ill �TI ��TI���lillll III-1! I ( _ S 5 GRADE _ 4-�75 �-• 4..._! % 4 6 DISTURBED I i -� '� • 5 - I ( --� �, AREA LIMITS (PROPERTY LINE) CATCH BASINN ��' NOTE: DIMENSIONS SHOWN DEWEY ARE AFTER ESTABLISHMENT �J RENCH 1 _ 16.4 - I r�>; DRAIN CH-BN- FR ME / O, OF VEGETATION a GRATE OR E0.r5 LLJ �' �"} 55 +� �foP 42.00 a ' TYPICAL GRASSY SWALE TOP 41 80 MCP INV. 39.5 50' My N NTS LLI (i t ;INV. 39.26 a r 42. 0 2 �(b N0. 4 STONE X ul ,% ' a N sD M14 I 42.2 r INV. 39.40 4 v r` a w ' 4 8.5' 1 / 'Spl 25' OR W/DTII OF URB INE_T / -I F / EXISTNG 7> °, PROPOSED STREET, I V. 39.f21/k / TYP 161' / / ROADWAY WHIC�IEVER IS Q { 44� \ I 6 00 p - .yC . r >.� GREATER. �' in ?.. f 1 �; I 5" MCP nr ',3 '00'W 10�,55' U 0 _ ✓ gh; •i" PLAN i `I_ - - _ N ' - p M` 1 r -- 50' MIN I - .- Cal - f N+„ 6' M/ _ (SEE OUTt,E�''; - -- - - -- ---- PROTEC �N D,ETAiL) I l / CROSS SECTION DISTURBED I - - p v ' AREA LIMITS CONS7M/C770N ENTRANCE NTS L SW LE I - M r Co W w j Irl M I (SE DETAILI !> i> > 30< L '/\' DISTURBED a) I w iw w .uw • t AREA OMITS W w o /p (TOP OF SLOPE) I._ w UJ > N''/!' (ij -, , INSTALL SILT FENCE ALONG THIS LINE ° BACK TO PARKING LOT DISTURBED AREA LIMIT 4g ' (E.O.P.) ( rtW4 i INV. 32.0 (SEE OUTLET PROTECTION DETAIL) 1-DISCHARGE. A A 3 C' STRUCTURE ' �j'• I I s (SEE DETAIL+` / DISTURBED AREA LIMITS CATCH BASIN r � d. / � ,� i CATCH BASIN 4 I DEWEY BROS.CH-BN-I FRAME 2 GRATE OR OU TOP 38,00 / STEEL POSTS OR FILTI 14 .FT.INV. 31.78 '. / / i 2"x4" WOOD POSTS 24' RCIP i I� /, / /' 3' LONG PLAN FILTER FABRIC DISTURBED AREA LIMIT FREMONT ST. SITE Z 3 U TOWN OF 0URGAW r, 00) z, t` LOCATION MAP NTS EROSION CONTROL GENERAL NOTES: The Owner shall take all reasonable precautions to avoid the silting of streams, lakes, swamps, or other water courses due to the construction of this project. All trenches shall be stabilized as soon as is practical. The Owner shall maintain all erosion control measures or devices in a good state of repair so that they function as intended until their use is no longer warranted. At that time, all temporary control devices shall be removed and disposed of so as to cause no siltation of streams or any adjacent property. EROSION CONTROL SEQUENCE: 1. Obtain Erosion Control Plan Approval. 2. Protect construction entrance(s) as shown on the detail on this plan. 3. Install silt fence at locations shown on drawing. 4. Install check dams at locations shown on drawing. 5. Install detention pond to serve as sediment basin. 6. Install catch basin and associated piping. 7. Install inlet protection at catch basin. 8. Grade site as shown on this plan. 9. Seed and mulch denuded areas within 30 days after finished grades have been established, excavation is completed or work is suspended for an extended period of time. 10. Maintain erosion control measures until permanent ground cover has been established. inspect weekly and after rainfall events. Make needed repairs immediately. 11. Request final inspection and approval by Erosion Control Engineer. 12. Remove all temporary erosion control measures and stabilize those areas. Restore detention pond to design dimensions shown. GRASSING SPECIFICATIONS TEMPORARY: WELL GRADED RIP RAP BEDDING SEEDING MIXTURE: RYE 120 LB/ACRE dSTONE SIZE = 6" 50 SEEDING DATES: AUG. 15 - DEC. 30 9" MAX. STONE SIZE OIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER t MULCH: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. y - u �- TEMPORARY: - SEEDING MIXTURE: RYE 120 LB/ACRE SEEDING DATES: DEC. I - APR 15 AMENDMENTS; FOLL.;-,N _SOIL TESTS OR APPLY 2000 LS/ACRE GROUND AGRICULTURAL LIMESTONE 1 AND 750 LS/ACRE 1`0='TI7 7, FERTILIZER MULCH. APPLY 4000 1.8/9CRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. T P RY: _ �n >" SEEDING MIXTURE: GERMAN MILLET 40 LB/ACRE SEEDING T APR. 15 - AUG. 15 SOIL AMEWM TS: FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIMESTONE �- AND 750 LB/ACRE 10-10-10 FERTILIZER - MULCH: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH NOTES: ANCHORING TOOL, I. IN A WELL-DEFINED CHANNEL PLAN EXTEND THE APRON UP THE PERMANENT: CHANNEL BANKS TO AN SEEDING MIXTURE: PENSACOLA BAHIAGRASS 50 LB/ACRE 6' AT POND OUTLET AND INLET ELEVATION OF 6" ABOVE THE COMMON BERMUDAGRASS 10 LB/ACRE ..,._ _ _ ___. _______ ______ ____�, 12' AT PIPE ALONG COWAN STREET MAXIMUM TAILWATER DEPTH GERM4,N MILLET 10 LB/ACRE OR TO THE TOP OF THE BANK, SEEDING, DATES: APR. I - JULY 15 WHICHEVER IS LESS SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 3000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 500 LB/ACRE 10-10-10 FERTILIZER MULCH: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. PERMANENT: Y i = SEEDING MIXTURE: PENSACOLA BAHIAGRASS 50 LB/ACRE - r ,I , �-� �i TALL =ESCUE 80 LB/ACRE -k'' L-7._I_'+ ii' KOBE -ESPEDEZA 40 LB/ACRE FILTER FABRIC SEEDING DATES: FEB. 15 •- APR. I OR SEP. I - OCT, 31 SECTION I -I TREVIRA SP SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 3000 LB/ACRE GROUND AGRICULTURAL LIMESTONE 1125 OR EQUAL AND 1000 LB/ACRE 10-10-10 FERTILIZER OUTLET PROTECTION DETAIL MULCH: MUL H: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH CHANNEL ANCHORING TOOL. NTS I' LAYER OF co NO.57 STONE CHECK DAM ' (SEE DETAIL) INV.31.64 - Z' FILTER FABRIC ���► (SEE OUTLET I PROTECTION DETAIL) IMBED FABRIC _ 4" INTO GROUND DISTURBED SECTION A -A AREA LIMITS SJ ► I TEMPORARY FILTER FOR INLET 1 I NOT TO SCALE I TOP OF EARTH WEIR 39.00 SITE P L A 28 0 2.5:1 SIDE SLOPES ON WEIR � TOP OF BANK 41.OQjMIN.) 3 MAX.Z_ ELEV. 35.00 30 ` 15, 0 ,30' 60' ILA GRAPHIC SCALE 12'-0" 78--0" 12'-0" - 102'-0" I ST RMWAT R DETENTION AREA SCALE I" = 20' DEWEY BROS. CH-BN-I ^ ' ELEV. 40.00' 2" PVC INV. 39.00' EROSION CONTROL STONE .- GROUTED IN PLACE '0' � d50= 9" iv dmax, 14" 15" RC? if INV. 3 r.00' xw 1. CAP WITH 3/4" 2y MW I DRILLED HOLE a U Q r KAIAIATP SECTION A -A TEMPORARY CHECK DAM DETAIL DISCHARGE STRUCTURE RE C E I V E NTS NTS APR 2 7 1999 DM FM# TOP OF EARTH WEIR 39,00 BEYOND 2.5:1 SIDE SLOPES ON WEIR TOP OF BANK 41.00 (MIN.) 2 5 3 MAX. I" WATER STORAGE ELEV. 40.00 , �f I (- I" WATER STORAGE ELEV. 40.00 PERM. WATER SURFACE EL=1�_. ELEV. 35,00 --T. 6 APPROVED 12'-0" O'15'-Or 12'-0" NOIITII CAROL" 34--0" DM810N OF WAin auALRY T DETENTION Date REA SCALE I" a 20' Stormwater Permit No flag m m N N v 0 aJ � w U) aWa vz�' Z O w a V) w � Z 0 > LLI Z Z = 2 `_ U > (L Z waa 0 Z o a aLU a� p3.0 New w0o Z UJ UJ Z U oa: • a� � Z w CO WCC c.c a: : 3 LL U in e���aaeraa+c�,p� r1�.0 } �. C5 _J V. � \ w , C, fro 14, M 0 L>_J d- W (C) U U z (_0 z_ W r w 0 00 i U0(-D0 zLn w m r10 I z •� 00 - 10 DRAWN BY: WJR CHECKED BY: JRH DATE: 12/28/98 JOB NUMBER: 8039 DWG. NO. C1 r