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Home My WebLink AboutSW8060606_APPROVED PLANS_20061006STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS l:j4:4Jjl = 0 M DOC TYPE ❑ CURRENT PERMIT [F2APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 2a�j�] , YYYYMMDD I, JOHN L PIERCE, PROFESSIONAL LAND SURVEYOR NO. 2596. CERTIFY TO ONE OR MORE OF THE FOLLOWING AS INDICATED: ❑ A. THAT THIS PLAT IS OF A SURVEY THAT CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND; ❑ 8. THAT THIS PLAT IS OF A SURVEY THAT IS LOCATED IN SUCH PORTION OF A COUNTY OR MUNICIPALITY THAT IS UNREGULATED AS TO AN ORDINANCE THAT REGULATES PARCELS OF LAND; ❑ C. ANY ONE OF THE FOLLOWING: 1-THAT THIS PUT IS OF AN EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET; 2-THAT THIS PUT IS OF AN EXISTING BUILDING OR OTHER STRUCTURE, OR NATURAL FEATURE, SUCH AS A WATERCOI,iRS£;OR 3-THAT THIS PUT IS OF A CONTROL SURVEY. ® D. THAT THIS PUT IS OF A SURVEY OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A COURT -ORDERED SURVEY OR OTHER EXCEPTION TO THE DEFINITION OF SUBDIVISION; ❑ E. THAT THE INFORMATION AVAILABLE TO THIS SURVEYOR IS SUCH THAT I AIM UNABLE TO MAKV%1A" NATHON TO THE BEST OF MY PROFESSIONAL = SHONS CONTAINED IN (A) THROUGH (D) ' 20 : •'��SSip�.�'y9°, 10AFAL o 9� JOHN L PROFESSIONAi LAI4D�SLNNBMR W. 2596 v � .'.'y0 suay�vl4�_ O , tiN STATE OF NORTH CAROLINA COUNTY OF ONSLOW I, REVIEW OFFICER OF ONSLOW COUNTY, CERTIFY THAT THE MAP OR PUT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. REVIEW OFFICER" IF U DATE MMI 19L CF1pE AM WE OA16M P.904 M�b P.L0 N N ! M FARMS, LLC DA2275 P.713 (BAOOM LOT) M.B.S P.46 THIS PLAT IS EXEMPT FROM CITY OF JACKSONVILLE SUBDVISION ORDINANCE ACCORDING TO SECTION X.. PARAGRAPH "J". SUB- PARAGRAPH "4", WHICH STATES THAT "THE DIVISION OF A TRACT IN SINGLE OWNERSHIP WHOSE ENTIRE AREA IS NOT GREATER THAN TWO ACRES INTO NOT MORE THAN THREE LOTS, WHERE NO STREET RIGHT-OF-WAY DEDICATION IS INVOLVED AND WHERE THE RESULTANT LOTS ARE EQUAL TO OR EXCEED THE STANDARDS OF THE CITY IS NOT DEFINED AS A SUBDIVISION AND IS NOT SUBJECT TO THE REQUIREMENTS PRESCRIBED THEREIN. CITY TLANNER REF: M.B. 8 P. 46 0.8.2275 P.713 s 3j' .2.e Go DATE Ub IjA I $4 F LOT 1 CL30 aana 1 S' Ohm—, � nw#Z a1vo 0K 1406 �H2 N ROAD PINEY GREEN 1 MIMA R01f2D D.B.1329 P.562 LOT 7 MA8 PAS 19S w 00.'51 LOT • 49.12' 9S ! J LOT 11 BAIMARA RON240 Z 01MS � LOT 2 5,550.40 N.R sx 0.13 atrw ' LOT 10 N 06'4W52' E 105.1V CA 60' R/W (PER M.B.8 P.46) COMMONLY KNOWN AS GLADE LANE (PRIVATE DRIVE) EIS - EXISTING IRON STAKE SIS - SET IRON STAKE N/F = NOW OR FORMERLY CP - COMPUTED POINT SPK- SET PK NAIL EPK - EXISTING PK NAIL 1 I. JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS r DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED; THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10,000+; THAT THISWAS H PREARED IN ACCORDANCE P4�Titii�illlr+unn AMENDED. WITNESS MY ORIGINAL NSIGNG ...... DAY CENSURE NUMBER AND SEAL THIS' ES.S/p 29) 9 - SEAL jJOHN L. PIERCE P.L.S. L-2596 - y �ON, ENt EIS N N 06 31'3!' E 200.00' � N0934'D2" E 96.65' � 3 2 Z OWNER: H do M FARMS LLC 1159 HALLTOWN ROAD JACKSONVILLE. NC 28546 TOTAL. AREA 22,395.75 sq.ft. 0.51 acres NORTH CAROLINA. ONSLOW COUNTY I. A NOTARY PUBLIC OF THE COUNTY AND STATE AFORESAID, CERTIFY THAT JOHN L PIERCE, A PROFESSIONAL LAND SURVEYOR. PERSONALLY APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THE EXECUTION OF THE FOREGOING INSTRUMENT. WITNIM MY,FMNNd!! /OFFICIAL STAMP OR SEAL, TWS,4dDAY OF Aldo SEAL 4 _ NOTA Y P BUC �.� — oy PUBLNG :: MY COMC tCEMBER 26, 2008. 1111111111111111111IN Big 1111111111111111111111111111111111 Doc ID: 001069140001 Type: CRP Recorded: 06/09/2006 at 09:58:31 AM Fee Amt: $21.00 Page 1 of 1 Onslow County, NC Mildred M Thomas Register of Deeds w51 P022 1Z& .K i3-;& J-4. REGISTER OF DEEDS EXEMPT SUBDIVISION PLAT of LOT 8, PAUL L. WYNN PROPERTY Prepored for BAILEY AND ASSOCIATES WHITE OAK TOWNSHIP, ONSLOW COUNTY, NC PREPARED 8Y JOHNS. PIERCE do ASSOCIATES, - A. 409 JOHNSON BLVD. JACKSONVILLE, NC 28541 PHONE: 910-346-•-9800 DATE: MAY 30, 2006 FAX: 910-346-9800 Email: bjarman0biaec.rr.com SCALE: 1 "= 50` F.B. 482, PG. 60 JOB # FILE NAME. GRAPHIC SCALE NO 0 25 so 100 200 ( W FEET ) i inch - 50 !t .'i,', „yv_�1 !�•. �. 1.1.•.;,1f ;si�� i �Sr �; 1.h i'�p�+� Ir r {1 •� '��•7 Lt !.,�-� I y �'�'tl��t,'��• S`";�S j;•'i ��S-an�t3 De•4W5r W 49.1 I, JOHN L. Pi>wRCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN HEREON); THAT THE BOUNDARIES NOT SU 16ye 12w CLEARLY INDICATED; THAT THE RATIO Q`' ��i, THERE ARE NO ARE F AS CALCULATED IS 1:10,000+; WiTNE A ............ Z/ AS 0 ENVIRONMENTAL CONCERN, EXCEPT AS SHOWN THI-270�51GNATURE, LI NSURE NU, 16 •? ' THIS DAY OF This Tract of land is not located in a 100 yr floods zone per FIRM 3720530400J dated 11-3-2005. JOHN L. PIERCE P.L.S. -2598 %� iijt/,llllillill{1tii�\� — 5' DAduE--� w i R i (BACQETr LOT) 1 M.B.r! P.46 GRAHAM FARNELL N LOT 6 9 ZONED M. 0U-81 ifAd11 FARMS LLC I D.9.2��2,pp75 P.7t5 RESIDENTIAL M.B.a P 4e ZONED cu-81 CAR WASH _0 W COMMONLY KNOWN AS CLADE LANE (PRIVATE DRIVE) C/L W R/W (PER M.B.B P.48) 3 1 3 3 WATER dcSEWER !VOTES 11. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT TiME OF CONSTRUCTION. 2. CONTRACTOR TO MAINTAIN 18" VERTICAL OR 10' HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAINS. 3. SEWER TREATMENT BY CITY OF JACKSONVILLE. 4. ALL INSTALLATION MATERIALS AND PRACTICES SHALL MEET CITY OF JACKSONVILLE SPECIFICATIONS. 5. CONTRACTOR TO VERIFY ELEVATIONS OF SEWERS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 6. CONTRACTOR TO DETERMINE AND VERIFY LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO ANY DIGGING. REF: 0.8.2205 P.e19 0.8,021 P.893 M.B.a P.46 .csnoc s N DINT: Y [;RrrN LLC NCGS "SWAN" rr� N-356,366.9937 E=2,502,313.292 CF-0.9999114 S De 4V52' W 58.07' I I if IFI N 'W 52 E 44.12 I I I i LOT 11 "SUBDi1ASION OF PAUL L WYNN PROPERTY LOT 10 M.BAL P.46 N BARBARA RONZON & 07HERS NANCE OP. MiC. D.B.1329 P.500 0.8.1790 P.e90 ZONED 0-1 ZONED B-1 i VACANT CARWASH a W ` 11 Lri af CONC W _ w ALK MARGARET H. WYNN D.s.1329, P.5e0 r M.B.S. P.48 < R30.0' � i 1 10 ' ASPHALT ROAD 19 a .3s • , R30.O 0' LAWN Ak Z ASPHNPICAL 1NG 1a 0' �P' STANDARD LOT R4.5' sl� l DACE -7 -a r N/r MARMN A. MOTT Jt. & WE D.B.1570 P.541 (Vacant) ZONED B-1 i I I I I I Deve open: D.L. Rogers Corp. 141 Aleah Court Clayton, NC 27520 919-302-1837 shulceOdirogers.cor U LEGEND: EIS - EXISTING IRON STAKE SIS = SET IRON STAKE ECM = EXISTING CONCRETE MONUMENT SPK - SET P.K. NAIL N/F - NOW OR FORMERLY R/W - RIGHT-OF-WAY M.B.L.- MINIMUM BUILDING LINE C/L - CENTERLINE = SECURITY LIGHT PP - POWER POLE -E--E---•E•-= POWER LINE CO - SEWER CLEAN -OUT WV = WATER VALVE FH = FIRE HYDRANT SSMH - SAN. SEWER MANHOLE TB - TELEPHONE SOX EOP - EDGE OF PAVEMENT - TRAFFIC FLOW(EXISTING) FO - FIBER OPTIC CABLES GW - GUIDE WIRE EB - ELECT. TRANSFORMER CB - CATCH BASIN DI - DROP INLET RCP- REINFORCED CONC. PIPE - TRAFFIC FLOW(PROPOSED) -SF-- - SILT FENCE +25.65 = EXISTING GRADE 27.Y - PROPOSED GRADE(ASPHALT) TC = TOP OF CONCRETE ST7oP - PAINTED STOP BAR 90 - CONC BOLLARD ® - STOP SIGN DBL - DRAINAGE BREAKLINE TP - TOP OF PAVEMENT A = Proposed Light = Proposed 24'curb do gutter = LIMITS OF DISTURBANCE ^'^ - CANOPY LIMITS .� 4 S.Y. 6"RIP-RAP, 1' THICK W/ GEOTEXTILE UNDERLAYMENT (INLET PROTECTION) = DOUBLE-CONC BLOCK INLET PROTECTION FES FLARED END SECTION Site Data Block of Features Existing use (s): Vacant proposed use(&): Restaurant square footage of proposed building(s): BUILDING 1,904 S.F. CANOPIES 5,714 S.F. TOTAL 7,618 S.F. square footage of existing building (3):-0- 1 site zoning: B-1 do CU-B1 total acreage:1.18 AC acreage of land to be disturbed and exposed:1.29 acxeage in active recreation space or open space: -0- number of lots: 3 minimum lot size: N/A average lot size: N/A number of units(dwelling, commercial):1 ownership status (rental, condominiums, etc.):OWN type of units: N/A density. N/A number of parking spaces required: RESTAURANT-1 SPACE PER EVERY 4 PERSONS THAT THE FACILITIES ARE DESIGNED TO ACCOMMODATE WHEN FULLY UTILIZED (NOT BASED ON SEATS, BASED ON DRIVE UP SPACES). 116 PERSONS/4- 29 REQUIRED SPACES number of parking spaces proposed:35 WITH 2 H/C number of parking spaces existing: -0- number of compact car parking spaces: -O- number of parking spaces provided:35 the map book and page number:8/46 deed book and page number: 2205/619 do 621 /893 tax map and parcel number:1116C PARCELS 25 do 26 calculation of required landscaped area: calculation of vehicular surface area existing: -0- S.F. calculation of vehicular surface area proposed: 26,255 S.F. Impervious Surface Area (excluding buildings):27,465 S.F. j Impervious Surface Area (including buildings):34,464 S.F. j Required landscaping: Required interior landecaping:1575.3 S.F. Provided interior landscaping:1824.0 S.F Required exterior landscaping:1326.6 S.F Provided exterior landscaping:1359.0 S.F. Total development impact area (disturbed/exposed r¢s Impervious Surface Rotio:0.807 #r ,° of trees required:6 of trees provided: 6 of shrubs required:50 of shrubs provided: 50 f Site Plan OF Sonic Drive —In PREPARED FOR D.L. Rogers Corporation WHITE OAK TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY 1 JOHN L. PIERCE & ASSOCIATES, P.A. 409 JOHNSON BLVD. JACKSONMLLE, NC 28540 PHONE: 910-346--9800 DATE: MARCH 10, 2006 SCALE: 1 "= 20` F.B. 700 , PG. 66 REVISED 5-17--06 JOB # 249649 FILE NAME: sonic drive in REVISED 6-2-06 GRAPHIC SCALE REVISED 7-26-06 I20 a 10 20 40 so ( IN FM ) i inch - G,\Projects\Sonic Urlve In - Halley\dwg\APPROVED:dwg72 / 6//2006 2135,42 PM EST SHEET 1 OF ? ., S.1ti,1� � ` s3-..{r�.- '',. ft..,.., si-... o{.'...J ,._ � �. �.� ,•� � �e '! �r�.�r'' a+1 ��i4.' _. i _.... _ �` r 1.� . i - .� .,.: L'., .5 ., ... ..: .. . ..."-k is .� t l: w. r. � i ,. ._ r._I . .. y. _.1. r.,.4 ........ ... .• _. M,AINTI7VANCE PLAN STt7RMWATER DE" BY: 1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL 13E CHECKED FOR STABILITY AND OPERATION FOLLOWING EMERY RUNOFF - CRYSTAL COAST ENGINEERING, P.A. cONSTR �( SEQUENCE PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. PINEY se17-3 ntE)L�Dom WAY - EUBERT, N.C. - 25NO t FES ANY NEEDED REPAIRS WALL BE MADE IMMEDIATELY TO MAINTAIN ALL SHOPGREE�� Phone (910) 325-0000 Fax (910) 325-OOeO �v. �" ? `�--" 1. OBTAIN PLAN APPROVAL. PRACTICES AS DESIGNED. CENTER � � N. H WAY 4 ro s � to www,cry"coastenEioeerine,enm David >L Newman, PE 2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK I. JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS �oc1 AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY 2. INSTALL CONSTRUCTION ENTRANCE AND ROCK CHECK GAMS, HAS BEEN APPROXIMATELY 56% FILLED. GRAVEL WILL BE CLEANED Tr, �� MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN AND SILT FENCES, THEN INITIATE CLEARING. OR REPLACED WHEN THE SEDIMENT POOL. NO LONGER DRAINS HEREON), THAT THE BOUNDARIES NOT SURVEYED ARE 7'� 3. CONSTRUCT POND AND INSTALL PIPES. CLEARLY INDICATED; THAT THE RATIO OF PRECISION „I 3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE W THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN (WETLANDS) AS CALCULATED IS 1:10,000+; WITNESS MY fi 4. MAINTAIN STRUCTURES DURING CONSTRUCTION. WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE 1 ORIGIN SIGNATURE, LJCENS E NUMBIT"'o , ^� SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A ONSITE. THIS 2L _ DAY OF _ _ / �.�`` IS?�' 5. STABILIZE SLOPES do DITCHES AS THEY ARE BROUGHT t0 GRADE. BARRIER, � PHASE I ENVIRONMENTAL AUDIT HAS NOT BEEN OBTAINED BY OWNER. '�b•'�FESsi� •�i 6. PAVE DRIVE AND PARKING LOT 4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, NOT, SCALE Q' 2 '•? " �T AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE NOT m sc+u� .� {" 7. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN STABILIZED. pLAl+l TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. This tract of land Is not located In a 100 yr flood JOHN L. PIERCE S. L-2596 F _ LEGEND: ,zone per FIRM 3720530400J dated 11-3-2005. `; y L2596 OQ - �f 5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL PERPETUALLY MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL VEGETATIVE AREAS EIS = EXISTING IRON STAKE �fi�,,[r N� K TO MINIMIZE THE EFFECTS OF EROSION. SIS - SET IRON STAKE • O �SSfp C;j �;'•, �., F. D.L. ROGERS CORP. j ECM - EXISTING CONCRETE MONUMENT C� Q 9 9 •• � . P %e �`� 5r DAB- -r Z 0.9.2710 PA74 jj 4 ; _ fHrfrnsssssN Q LOT 2 C ie. ht ,r 5PK =SETP.K. NAIL t3 JA f� a 51 P.22 L. N/F - NOW OR FORMERLY q ' M.B.L.- MINIMUM BUILDING LINE al'N aINa ON CA = CENTERLINE +39-99 - SECURITY LIGHT S8 Q 3s3aJ5a PP = POWER POLE �'``•,.,. ,,,' `�ti-E-•E-E - POWER LINE 6 LOT 11 CO - SEWER CLEAN -OUT jp 'SUBDIVISION OF PA1x. L. WYNN PROPERTY LOT 1a W V = WATER VALVE (BAOGETT LOT) tb 0 k BARBARA RO NZZON & OTKIRS NANCE NP OP. INC. +39.46 FH = FIRE HYDRANT M.B.e P.4e D.B.1329 P.58a D.e.179O Peso 3 SSMH = SAN. SEWER MANHOLE GRAHAM FARNELL H" FPS. LLC $ � � � ZONED 9-1 � ZQ� 8-1 Cr� TB - TELEPHONE BOX M.B D P Z4N55449ED P.46 0.8.2273 P.715 q b VACANT 85 39.96 EOP = EDGE OF PAVEMENT 36.87 RESM71AL M.�.e P 4e �i`; 39.9z - TRAFFIC FLOW(EXISTING) ZONED Cu-•91 (!) 39.22 FO = FIBER OPTIC CABLES CAR WASH 37,55 1 I W i 4 38.65 + - - - - x' W E8 =GUIDE WIRE -T - - - - EB ELECT. TRANSFORMER 36A z .. W c HC WALK j Q { C8 = CATCH • BASIN s 06 SO'32' w 55,07' - T WM 38 15 .. �� i f 1 � DI - DROP INLET in- IFn oe 40 32 E 49.12 37.61 O 33.5"< RCP- REINFORCED CONC. PIPE 7.38 / 1 INV 1 FES D.B.1329, P 5e0 #'36-4 � 37_&1 .60 � __ = TRAFFIC FL OPOSE +35.53 - 3 17- "IV F8_'7 � W �. � sw4vPM r1 � � � + + �s. Mr`33 71 �Irr:.33.49 �'� FLOW(PROPOSED) D) +�to - e3 '°� P'T., .. • -= EXISTING GRADE „e, < -SF = SILT FENCE 175 _ 11 DITI� .. 34t20 M+ 01 � a • d +2�fib - 371134- . 4 MtVs 1,� 1 ..3s.z7 1 _..... ' !' r J7.io ¢ = GRADE(ASPHALT) ALT) 3 ,205 + ' - : r F# -I 31� R° 3Y�j31 ! ?" 10 �� 7 38.51 VV s � z .9 PROPOSED GRAD 29 .- „� ! , 6=55 .. ' ... --- -� 3s.3s -- J .s O TC TOP OFCONCRETE ! 36.43 36.26 J7.02 4-7 +3;'/ Q ty = PAINTED STOP BAR STOP _ 37.2g, PROP. 42 LF IIr RCP 40.36X TTOP-37.2 f BO = CONC BOLLARD COMMONLY;;;;M AS GLADE LANE (PRIVATE DRIVE) f - CA W R/MI (PER Mae P.4e) n � 1 DRAII'I RESHAPE ! PO9� � W -- � �- 39.61 I 39,70 -STOP SIGN TOP-37.2 �- 57 LF ' 7.zz: 2-12' DIP 00= 3:1 OR FLATTER SIDE MAPES MV-33.91 r DBL = DRAINAGE BREAKUNE 'P. t s p 8 _ _ F36_60 - - + .37 36 OS - - 39, 34 +35.33 T 3 +36 PROP. e.LF._19'_.._ _.+36.18 �_ �� PAVEMENT a _. RCP e10.3e1i; - 33:90 36.57 Zia V (USE CA1TtON ARouND - .. ,- ] +r ; - - - _ 16'RCP 7,00 7.58 (V = Proposed Light TP TOP OF SEWER SERVICE) �..f _ �-: • -+.�. �r r. *w . ,nn ,•., , 3 sus as ........ ...-. �� r �,�... - Frrsw •?Ic-.p.ti ate.': 'i w. ~Curb gutter : ,.,... C/L DITCH r°J4:55 A DITCH CA DITCH � ...... 'r-��r .. -- 5 9S w _D = U DISTURBANCE T T - }' J � � "mow.. , UMITS OF D15 - 3 Q +34.9b 1 _ N ta I#I►r-32 +38.6a +35.71 -34.40 � . �' OU >ti34.12 }3e.09 ..... _ _ _ 38.28 d .. _ .v s • .« � = CANOPY LIMITS _� ANOP � _ I' THICK 35.60 � 4 S.Y... I -- aP, 4w ss Tr M 1r LAM � 4 � 4y ' U GEOTEXTILE UNDERLAYMENT 1 �:. 41.09 TOP-3ee1 Z (INLET PROTECTION) • 36.74 f++� 8.63 # - K 1 I PROP. 19e LF t5" RCP NotD 5Ox ' � +37.5 + 7.75 INLET PROTECTION +J5,b7 CislB MriIT +35.34 - U +36.06 • +35-44 I 1I CDINFiICT BOX ... - MV-35.47 �' � =RIP -RAP APRON T35.3+ TOP-3Nle1 +35.07 +7.53 •72 39.45 FES = FLARED END SECTION +35.87 I �39.56 � Mel Site Data Black of Features Existing use (s): Vacan# �w �� N� �M �� ! �� 39.55 proposed use(s): Restaurant square footage of proposed building(s): C7AiB INLET +38. / BUILDING : 1,904 S.F. INV-33.79 roP-L� I � CANOPIES : 5,714 S.F. I A.j TOTAL 7,618 S.F. square footage of existing building (s): -0- +37.6a 38,4 + -B1 aa.ss + site zoning:8--1 dt CU 37.34 , - total core e:1.18 AC a ` acreage ofgland to be disturbed and exposed:1.29 nn - .5z u 8:19 -.s9 [ acreage in active recreation space or open apace: -{l- number r1 I b 1, fx minimumalat (size: N/A N� 1e z 3. I I average lot size: N/A 1 Proposed Sonic Drive-in 9.2' "" onE-s1ol�. �,^oo BEULM DEVER '' a� + I 1,904 9.f. number of units(dwelling, commercial)-1 o .. ownership status (rental, condominiums, etc.):OWN 0.9.275 P.294 Z2' + I f.f. el.-40.25 I type of units: N/A ZONED-91 z I36.53 e#efa e: :� eeeer ef�r Lei r � density: N/A RESIDENTIAL/VACANTb di . --- 541- �-- 36.37 �._... dumber of parking spaces required: Pi 39.45 RESTAURANT-1 SPACE PER EVERY 4 PERSONS THAT THE FACILITIES ARE DESIGNED TO ACCOMMODATE WHEN FULLY j k UTILIZED (NOT BASED ON SEATS, BASED ON DRIVE UP SPACES). � MINE � MEMN rr.rr a>,.r. w�.. ...11 # 116 PERSONS/4- 29 REQUIRED SPACES a F. number of parking spaces proposed:35 WITH 2 H/C um +36.51ti� I W number of compactarking s careparking nspaces: -0- REtAseNG I _ number of parking spaces provided* , the map book and page number. 51 /22 WALL 1' HIaH I 36.35 f F36.35 38 65 deed beak and page number. 2710/874 TOP-37. 36.16 --- �J +36.12 � `• 6.48 +38.18 r �,% tax map and parcel d land : 116Caped PARCELS 25 do 26 calculation of required landscaped Bros: I x taw �► � calculation of vehicular surface area existing: -0- S.F. J +36.84 �' calculation of vehicular surface area proposed: 26,255 S.F. 00 ItLzW I CURB INLET y +3tt.3s Impervious Surface Area (excluding buildings):27,465 S.F. _ P`oPossd impervious Surface Area (including buildings):34.464 S.F. n 5# INV.3e.23 .4 F.F. TQPvs3Q76 37.9z Required landscaping: P g �"`�'4 Provided Interior landsca in :1824.0 S.F � ��Required interior landaca in 1575.3 S.F. . "C9 , r - WALL 1• ' Patio Arse '' � �� +37.90 j 39.32 Required exterior landscaping:1326.6 S.F .art . -�--- 6.75+ 1aP- MAY +3a.0e I Provided exterior landscaping: 1359.0 S.F. �` --�-.- ■ Prop. W Cone wolk (ALL PLA p g' =RES ARE To Total development impact area (disturbed/exposed area): 1.29 AC . tlo. 0.807 �TRl1CTED of trees required'. 6 PP - FENCE i �- �- 29' E. _71.50' 36.08 _ 34,77 wRs iNLEt cn l pervious Suegrfdce Ra } N 14'I ' 3NL5 t p +39.99 DUMPSI$R FAD. •- B' qp� 35.6G i t r nNrs3s.5D+3.41 ��(y ^-` "TEE ONNMONT. 3 e' OPAa#tE 7 TDP-�i5 35.6U N 0950'S7' E 1281i' 35.05 � TOP-37.13 d. 50 !\t 9T� a f ` j of trees provided: ` ��p.� 37.1 III of shrubs provided, PROPosEvS RETAINING WALL « -� 40.a +40.21 PROPOSM RETAINING WALL SILT rom ALONir .ENTIRE tIEETEliN 3804 a 7.82 . 8 N r [. PRsaPERTY E �os3z ---- In 39 70 +39.94 7_. . +39-71 $ �9 .. 40 58 +39.84 ii�.85 / 37.40 ' 38 31 38.49 • • • ' Iv � - +39.32 • 38.39 4 lNLtNlOARp 39.35 Sedimentation ./ Erosion Cont w f 3 �ow.3#Na, �� f7.92 Gradln Plan IN+38.47 RCP 38,44 Stormwa�er Plan i ` +36.47 1 38.0Z .3802 4..._-�� , + „ ,. � � 3985�r,� N »o ,. - . xe.. , , ;,. „' K-y, �:'s`?,-�m••.;.,.:rr: .. q Q NCGS 'SWAN" �a 39.39 38 17 OF - _. f I�. Sonic Drive In N=356,366 9937 37.a6 f •�: -•.< �, ....�.�, ,,� � � E=2,502i313.292 .- �. PREPARED FOR N /F CF-0.9999114 �\ PINEY GREEN LLC + G�� a 3 D.6.16913 P.2fi7 ,,pry �� .-. MARvnN A. TRDT'r ,lR. Nk rIIrE � � �� 1 DB157OP59, f D.L. Rogers. Co oration h SHOPPING CENTER) M v (Vacant) J f o NED -1 aj`ti o v ZONED B) r WHITE OAK TOWNSHIP, ONSLOW COUNTY, NC y { j N *DR A o 3� 4 JOHN L. PIERCE &ASSOCIATES P.A. d J/ N= 9,298. 566 - 37.73 +.3i.a7 + 38.57 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 E=2, s6,437. 40 38.30 +3a.66 PHONE: t110-346-9800 DATE: MARCH 10, 2006 1 %• ! F_ 39.15 39.38 - - n N RE\A 5--17-06 SCALE: 1 = 20 F.6.700 PG. 66 W REVISED 6 2 06 JOB # 249649 FILE NAME: sonic drive in REVISED 7-26-06 REVISED 7--�27-0s GRAPHIC SCALE J � DC�ACCD 18-8-06 ni, O 1i 20 40 D.L. Rogers Corp. REF. Clayton. Aleah Court REVISED 10-03-06 t IN FEE'!' ) 0.8.2110 P.874 919-302-1837 1 I�ch = 20 ft. M.B.51 P.22 Clayton, NC 27520 shuleefti►ogers.corn G:\Projects\Sonlc Drive In - Bailey\dwg\APPROVED.dwg 10/4/2006 7:05:59 AM EST SHEET 2 OF ojal4 L °':111 � � r i ,r � } � � 'rr � � t� � ,: ,,- ��' f f' S�I 'I �'1 . 'i ti1111., .:�e.1��•�'•rj t%�, � 1 1 �, 1 i, ;. /, 4 % ! ., y 1 � _ r 2: r- i Ik - +1�! � .. : . 1 S' 4 � �'j'• fly �k` 11 �: . y , � •• ..:.t. � - _ �rt 1 r. r -.. ..- ..-. .. .. -. � . - -- •- rr�: .i. .li. .. . f : _ ,.. .M 1 .. �i�i }r.',.aA _... _., 'i ._.y.� .�.� _�___�.�_.�_.. .. ... _ .. _ .. _. _..r•r. �.+.L � ]_ �_. _I��.: �_:' _•Lim.+i _�--. 1 .N. ,. ti THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN, EXCEPT AS SHOWN This Tract of land Is not located in a 100 )or flood zone per FIRM 3720530400J dated 11-3-2005. LOT 6 M.B.e P.46 I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN A "yllALiiMVEY MADE UNDER MY SUPERVISION (DEED VREFHEREON); THAT THE BOUNDARIES NOT INCLEARLY DICATED• THAT THE RATIO AS CALCULATED IS 1:10,000+; WITNE9040 /V�<-� ORIGINAL SIGNATURE, LIC NSURE NU09M' ld..�_ THIS DAY OF I_ ;�5z - :< [V _ _ •.9 JOHN L PIERCE *15S L-2596 �',. DyN•. L P;� (BA06ETT LOT) M.B.8 P.46 IT GRAHAM FARNELL H&I FARMS. LLII D.ILW P.450 0.9.2275 P.715 ZONED CU-01 �pp RESIDENTIAL M.e P 46 ZONED CU-81 CAR WASH S 06'40'52" W 56.a7' COMMONLY KNOWN AS GLADE LANE (PRIVATE DM;F) C/L WR/W (PER M.B.a P.46) - --- I - ---- - - - - - - - - - -•---- -- - - 3 - ' 3 WATER A: 5EMR NOTES 1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT TIME OF CONSTRUCTION. 2. CONTRACTOR TO MAINTAIN 18" VERTICAL OR 10' HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAINS. 3. SEWER TREATMENT BY CITY OF JACKSONVILLE. 4. ALL INSTALLATION MATERIALS AND PRACTICES SHALL MEET CITY OF JACKSONVILLE SPECIFICATIONS. 5. CONTRACTOR TO VERIFY ELEVATIONS OF SEVERS AND EXISTING W 41 CONDITIONS PRIOR TO CONSTRUCTION. 6. CONTRACTOR TO DETERMINE AND VERIFY LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO ANY DIGGING. N/F F. BEULAH DEVER D.&278 P.294 ZONED-B1 RE51bEN11AL./VACANT IF Eas7ING SSMi 1 TOP-37.30 INV•"34.80 �, SERVICE wI kL_..,....__... Stange �+ildinQ F.F.EL•30.4 R!G CO �+ 5&97 MINIMUM/ 1500 GAL. S I N W4952- E ".12' I I ® I { I LOT 11 "SUBDIVISION OF PAUL L. WYNN PROPERTY` LOT f0 M.&8. P.46 N/F BARBARA RONZON It OTHERS NANCE PROP. INC. MIL1329 P.580 D.B.1790 P.690 f ZONED 8-1 ZONED 0-1 VACANT CARWASi D" _ CONC WALK _ �a� _ - ! LJ MARGARET H. WYNN O D.&1329, P.560 \ 'P�L�, 7,11 M.&8, P.46x wMrr ./ . '� LAW .6" PVC SIR SERVICEj ww w� .� ..^ � s� ■ram r.nr � �... � rr+w� ..�� .rr.. rrrrr �� wlw EC.3Q M�l1-3&W co ' + INV-36.64 ` 6" PVC SEWER a 2.V e� ca INV-37.09 DRAIN DRAM WV�37.7 Y\V S•i t! 1 F. Proposed Sonic Drive -In &2' 1.904 s.f. �z• oI I f.f. al.-40.25 54.T . - %= Iwo � wow � i Prop. W Cone Wdk N 1O'}3'29' E 7f.50' DUMPSTER PAD - 8' OPAOUE �� FENCE ON �r a` OPAQI,;; 'S8'sr E UE 1281r Q& C � I rT1 NCGS "SWAN" N-356, 366.9937 E-2,502,313.292 N/F F CF-0.9999114 PINEY GREEN LLC ,� 4r =�1 N/F D.B.1698 P.267 MAR" A. iROTT JR • WE F .1570 P.m (SHOPPING CENTER) ;�"� v D (Vacant) o VIED 1 �`Y O � h O ZONED B) 1 At ', 14 "DR 0 N-�9,298. - 566 a I � E- 2. 8,437. 40 � 1� PROJECT SUBJECT T0: POLICY FOR ALLOCATION OF THE LIMITED SEWER FLOW REF. CAPACITY AVAILABLE UNDER D.B.2205 P.510 ENVIRONMENTAL MANAGEMENT COMMISSION 0.8.621 P.s93 CONSENT ORDER WQ S05-002. M.S.$ P.4e 2"WATER METER AS5 b W/DOUBLE CHECK VALVE j BACKFLOW PREVENTE� 1e 1 arru 3 j x r i j f 1 i f j ProPoNd i (ALLPL AY YOWUND TO BEC•� if 10 `� N 0la39'40" E 00.83' DST FM ` i� I s j i De open; D.L. Rogers Corp. 141 Aleah Court Clayton, NC 27520 919-302-1837 sh u l ce Od l roa ers. c or n &'� TO JACKSONVILLE 6 TO SWAHSBORO N W E 5 x VICINITY SKETCH NOT TO SCALE LEGEND: EIS = EXISTING IRON STAKE SIS - SET IRON STAKE ECM - EXISTING CONCRETE MONUMENT SPK - SET P.K. NAIL N/F - NOW OR FORMERLY R/W - RIGHT-OF-WAY M.B.L= MINIMUM BUILDING LINE CA - CENTERLINE • SECURITY LIGHT PP +• POWER POLE --EE- E-- POWER LINE CO - SEWER CLEAN -OUT WV - WATER VALVE FH - FIRE HYDRANT SSMH - SAN. SEWER MANHOLE TB - TELEPHONE BOX EOP - EDGE OF PAVEMENT - TRAFFIC FLOW(EXISTING) FO - FIBER OPTiC CABLES GW - GUIDE WIRE EB - ELECT. TRANSFORMER CB = CATCH BASIN DI - DROP INLET f RCP- REINFORCED CONC. PIPE f -0-- - TRAFFIC FLO%(PROPOSED) -SF- - SILT FENCE +25.66 EXISTING GRADE 27.9 PROPOSED GRADE(ASPHALT) 0 TIC- TOP OF CONCRETE N M- - PAINTED STOP BAR STOP I BO - CONC BOLLARD i ® - STOP SIGN --- DBL DRAINAGE BREAKUNE 1 TP = TOP OF PAVEMENT �J /An Proposed Light N CD ». Proposed 24"curb do gutter d LIMITS OF DISTURBANCE CANOPY LIMITS - 4 S.Y. 6"RIP-RAP, 1` THICK W/ (j GEOTEXTILE UNDERLAYMENT Z (INLET PROTECTION) U = DOUBLE-CONC BLOCK INLET PROTECTION FES FLARED END SECTION Site Data Block of Features Existing use (s): Vacant proposed use(s):Restaurant square footage of proposed building(s): BUILDING 1,904 S.F. CANOPIES : 5,714 S.F. TOTAL 7,618 S.F. • square footage of existing building (s). -0- site zoning: B-1 & CU-01 total acreoge:1.18 AC acreage of land to be disturbed and axposed:1.29 acreage in active recreation apace or open space:- 0-number of lots: 3 minimum lot size: N/A average lot size: N/A number of units(dwelling, commerclol):1 f ownership status (rental, condominiums, etc.):OWN j type of units: N/A density. N/A number of parking spaces required: RESTAURANT-1 SPACE PER EVERY 4 PERSONS THAT THE FACILITIES ARE DESIGNED TO ACCOMMODATE WHEN FULLY UTILIZED (NOT BASED ON SEATS, BASED ON DRIVE UP SPACES). 118 PERSONS/4- 29 REQUIRED SPACES number of parking spaces proposed:35 WITH 2 H/C number of parking spaces existing: -0- number of compact car parking spaces: -0- number of parking spaces provided:35 the map book and page number.8/46 f deed book and page number: 2205/619 do 621 /893 ii tax map and parcel number.1116C PARCELS 25 & 26 calculation of required landscaped area: ' calculation of vehicular surface area existing: -0- S.F. calculation of vehicular surface area proposed: 26.255 S.F. Impervious Surface Area (excluding buildings):27,465 S.F. j Impervious Surface Area {including buildings):34,484 S.F. j Required landscaping: Required interior landscaping:1575.3 S.F. Provided Interior landscaping-1824.0 S.F Required exterior landscaping:1326.6 S.F Provided exterior landscaping:1359.0 S.F.�� Total development impact area (disturbed/exposed orea):1.29 j Impervious Surface Ratio:0.807 T of trees required: 6 , Ip of trees provided: 6 . [ III of shrubs required:50 j # of shrubs provided:50fi _ w' iM1` (�! 11SS j U Ti LI TY PLAN OF f Sonic Drive -In f PREPARED FOR D.L. Rogers Co oration WHITE OAK TOWNSHIP, ONSLOW COUNTY, NC . PREPARED BY I JOHN L. PIERCE & ASSOCIATES P.A. 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346-9800 DATE: MARCH 10, 2006 SCALE: 1 "= 20' F.B. 700 , PG. 66 REVISED 5-17-06 JOB # 249649 FILE NAME: sonic drive in REVISED 6-2-06 GRAPHIC SCALE REVISED 7-26-06 i (INF') 1 inch = 20 tL SHEET 3 OF 7, \Sonic Drlve In - Bailey\dwg\APPRQVED,dwg 7/26/2006 213542 PM EST k �', -, i':I - , t , "• i. r, -i 1.� �3.,A` f 1'.� `, .O k,.l_hj C`il l�i?,:;la� A.J 1 'i.� r.�'ll�,��i1 'i lY •11�,,i��i �,"}�, �r 'IT�t�r.i s . l ■ram I, JOHN L. PIERCE. CERTIFY THAT THIS PLAT WAS 1 DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY CRAPE MYRTLE (6) , ' MADE UNDER MY SUPERVISION {DEED REFERENCES SHOWN HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED; THAT THE RATIO OF PRECISION THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN, EXCEPT AS AS CALCULATED IS 1:10,000+; WITNESS MY ORIGINIyIGNATURE, LICE RE NUMBER AND SEAL SHOWN THIS DAY OF 200 . ' \��t�lri�runrrrrrrr�� This Tract of land is not located in a 100 yr flood zone per FIRM 3720530400J dated 11-3-20055. JOHN L. PIERCE �LS. v; 4Z0�Ng9 �s SEAL � 1: 25g6 0 : - =,,�'p do suq� se arN arNa DIN (BAODETT LOT) MAS P.46 GRAM FARNELL N&M FARMS. GRAHAM ARMS. LLC LOT 6 0.8.50 P.450 D.B.2275 P.715 M.B.6 P.46 ZONED CU-81 Lb7 RESIOETITIAL MELD P446 ZONED CU-91 CAR WASH S O6.40'52' W 3&(rr I COMMONLY KNOWN AS 01" LANE (PRIVATE DRIVE) i al CA 60' R/W (PER M.8.5 P.46) 1 tj RM: D.B.2205 P.619 D.B.e21 P.D93 M.B.6 P.46 N PINEY GREEN LLC D.B.1698 P.267 1 ` (SHOPPING o CENTER) NED 1 I �^ I NCGS "SWAN" N-356,366.9937 E-2,502E313.292 CF-0.9999114 �ry ZIF" hti y �o NC "DR ' 1 , N-3 .298. 566 . E, Z140 X7 EXEIlIOR • i TERKIR "IIc 225 250 1 ra 16' GATE 11 OW40"32- E 49.127 I 265 LF OF 4' GREEN VINYL COATED CHAINLINK FENCE (W/ 265 LF OF REQUIRED LANDSCAPING) INDIAN HAWTHORN (27) LANDSCAPING LEGEND - YAUPON HOLLY(25) = RED CHOKEBERRY(25) * RIVER BIRCH(6) " DEVELOPER MAY SUBSTITUTE LANDSCAPING SPECIES AS LONG AS CITY OF JACKSONVILLE'S LANDSCAPING ORDINANCE IS MET. I I LOT 11 '9UBDAMON OF PAUL L WYNN PROPERTY' T 10 MAIL P.46 BARBARA RONZON a OTHERS NANCE PROP. INC. D.B.1329 P.560 D.B.1790 P.690 ZONED B-t ZONED B-1 VACANT CARWAS14 0= 01 _ 1 \ W COHC WALK _ _ �— -- -- LLJ MARGARET H. WYNN 0 D.10329. P.560 MAIL P.46 \ rz 1 / < LQ IZ. %w — — J1 � n is Proposed Sonic Drive -In e.2' NN(�1��D AREA 9 1.904 s.f. s CALCULAT10N5) IN ; z x f.f. el.-40.25 D.2' L; rj 54.T • �,340 EXTERIOR I 1 1 309 r S 1 EXTE" INTERIOR 1&0. � 2" • • INTERIOR St°r°y' 255 AVIERIOR 1 FV w.4 F.F.EL-X4 1 PatsPLAY GROLWD Prop. 5' Wdk MO,RDm f 60' 6EHHrD f A} 1013'29' E 7t.50' EIS Mk) f DANPSM PAD - Ir OPAWC f �+ ONNF"T. 6' OPAQUE N 09'S6'S7" f 12613' won �M E 90.63' EIS / I \SIGN � 1 1 MARVIN A. TROTT .Al. a 11iE +�� I D.&1570 P.W f -� (Vacant) v_ ZONED 9-1 +� I 11 P-jf I f De open. D.L. Rogers Corp. 141 Alvah Court Clayton, NC 27520 919-302-1637 shutcoWrogem.con LEGEND: EIS - EXISTING IRON STAKE SIS - SET IRON STAKE ECM = EXISTING CONCRETE MONUMENT SPK - SET P.K. NAIL N/F - NOW OR FORMERLY R/W - RIGHT-OF-WAY M.B.L.- MINIMUM BUILDING LINE C/L - CENTERLINE - SECURITY LIGHT PP POWER POLE --E---E—E-- POWER LINE CO - SEWER CLEAN -OUT WV WATER VALVE FH - FIRE HYDRANT SSMH - SAN. SEWER MANHOLE TB - TELEPHONE BOX FOP - EDGE OF PAVEMENT <_ - TRAFFIC FLOW(EXISTING) FO - FIBER OPTIC CABLES GW - GUIDE WIRE EB - ELECT. TRANSFORMER CB - CATCH BASIN DI - DROP INLET RCP- REINFORCED CONC. PIPE - — - TRAFFIC FLOW(PROPOSED) Zt -SF- - SILT FENCE jj N11 +25.66 - EXISTING GRADE of 27A - PROPOSED GRADE(ASPHALT) V 0 TC - TOP OF CONCRETE N ;m - PAINTED STOP BAR BO - CONC BOLLARD I ® - STOP SIGN ---- DBL - DRAINAGE BREAKLINE TP = TOP OF PAVEMENT 't A - Proposed Light Proposed 24"curb & gutter m - LIMITS OF DISTURBANCE - CANOPY LIMITS I = - 4 S.Y. 6"RIP-RAP, 1' TRICK W/ U XTILE PROTECTION�YMENT (INLET Z U = DOUBLE-CONC BLOCK INLET PROTECTION FES - FLARED END SECTION Site Data Block of Features Existing use (s): Vacont proposed uses):Restaurant square footage of proposed building(s): BUILDING 1,904 S.F. CANOPIES : 5,714 S.F. TOTAL 7,618 S.F. square footage of existing building (s):-0- site zoning:8-1 do CU-131 total acreage:1.18 AC acreage of land to be disturbed and exposed:1.29 acreage In active recreation space or open space: -0- number of lots: 3 minimum lot size; N/A average lot size: N/A number of units(dwelling, commercial):1 ! ownership status (rental, condominlums, etc.):OWN type of units: N/A density. N/A number of parking spaces required: RESTAURANT-1 SPACE PER EVERY 4 PERSONS THAT THE FACILITIES ARE DESIGNED TO ACCOMMODATE WHEN FULLY UTILIZED (NOT BASED ON SEATS, BASED ON DRIVE UP SPACES). 116 PERSONS/4- 29 REQUIRED SPACES number of parking spaces proposed:35 WITH 2 H/C number of parking spaces existing: -0- number of compact car parking spaces: -0- number of parking spaces provided:35 the map book and page number..8/46 j deed book and page number. 2205/619 do 621 /893 I tax map and parcel number.1116C PARCELS 25 do 26 calculation of required landscaped area: calculation of vehicular surface area existing: -0- S.F. calculation of vehicular surface area proposed: 26,255 S.F. Impervious Surface Area (excluding buildings):27,465 S.F. Impervious Surface Area (including buOdings):34,464 S.F. Required landscaping: Required Interior landscaping:1575.3 S.F. Provided interior landscaping:1824.0 S.F Required exterior landscaping.1326.6 S.F Provided exterior Iandscoping:1359.0 S.F. Total development impart area (disturbed/expos," ,r r )''°t,�t� t Impervious Surface Ratio: 0.807 - t # of trees required:6 of trees provided:6 r' ` j of shrubs required:50 ` ' of shrubs provided:50 , A g` { !N j Landscaping Plan 1 OF Sonic Drive -In PREPARED FOR D.L. Rogers Corporation _ WHITE OAK TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY I JOHN L. PIERCE & ASSOCIATES.-P.A. j 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 I PHONE: 910-346-9800 DATE: MARCH 10, 2006 RED ED 5-17-06 SCALE: 1 "- 20' F.B. 700 , PG. 66 REVI ED 6-2--06 JOB # 249649 FILE NAME: sonic drive in REVISED 7-26-06 GRAPHIC SCALE REVISED 7-27-06 20 0 10 20 40 ( IN P'EE'1' ) 1 Inch - 20 SHEET 4 OF 7' Drive In -Bailey\dr8\APPRC]VED.dwg 7/27/2006 2149�35 PM EST _.. -• � - r. ! - _ �.,-�.+•r�-r--^�Y•-�r-'-----'-.--- . i•� . i r : �r'.�--��s-wry-�� -�*-�*-(1? l'a.'i . i?p T' i� L'LI -A..L.L 1 kl-, _:�_._'L._.... i:.'.: .� - - "' -- ,_.__ ,,. ;a :0!1'-_P1.'1 d.i4 L.Jk.1ik i!'.I:S.iiY•' CONSTRUCIlQy NOTES, 1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE TIME OF CONSTRUCTION. 2. CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN WATER AND SEWER SERVICES. 3. WATER AND SEWER SERVICES PROVIDED BY 114E CONTRACTOR. 4. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL MEET WITH THE CITY OF JACKSONVILLE'S SPECIFICATIONS. 5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE FILL AS REQUIRED. 6. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL 7. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL MATERIALS. 8. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS. EDGE OF PARKING LOELE T%ATION VARIES b. ~ SEGMENTED RETAINING WALL "KEYSTONE" MASONR• UNIT OR EQUAL INSTALL PER MANUF$CTURER'S RECOMMENDATION 9. SITE ACCESS: ACCESS SHALL BE LIMITED TO TWO DRIVEWAYS AS SHOWN ON 3;A THIS PLAN AND SHALL. HAVE A CONSTRUCTION ENTRANCES/EXITS AND SHALL BE 20' x 50' x 6" DEEP FOR REMOVAL OF MUD MATERIALS PRIOR TO LEAVING SITE. 10. ALL PAVEMENT( NSEE D STONE) BASE SHALL BE INSTALLED AS PER N.C.D.O.T. RETAINING WALL DETAIL STANDARDS AND SPECIFICA710NS AS SHOWN IN DETAILS. NO SCALE 11. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY. 12. MAXIMUM BUILDING HEIGHT IS LESS THAN 50' 13 AS THIS SITE IS 14. DEVELOPED. ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET. ALL POWER POLES, POWER LINES. ETC. ARE TO BE RELOCATED TO ACCOMMODATE PROPOSED CONSTRUCTION. 15. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. 16. DEVELOPER TO INSTALL STOP SIGN AS SHOWN. 17, HANDICAP PARKING SIGN IS TO BE ABOVE GROUND AND BE EITHER R--7 OR 12-8 SIGN. 18. NO NATURAL GAS ON SITE. 19. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN). 20. ALL CLEAN -OUTS TO BE HOUSED IN CAST IRON VALVE BOXES WITH PLAIN TOPS. 21. CONTRACTOR TO PROVIDE HANDICAP RAMP AS REQUIRED BY THE CITY OF JACKSONVILLE'S SPECIFICATIONS. 22. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F,E.M.A. MAP 3720530400J, EFFECTIVE DATE 11-3-05. AND IS NOT IN AN AREA OF ENVIRONMENTAL CONCERNS. 23. THERE ARE NO BUILDINGS WITHIN 150 FEET OF SITE. 04 24. DUMPSTER TO MEET CITY OF JACKSONVILLE'S REFUSE COLLECTION AREA STANDARDS. So, 25. ALL APPLICABLE FACILITY CHARGES MUST BE PAID PRIOR TO RECEIPT OF THE BUILDING PERMIT. 12D.C. 26. ALL SIDEWALKS, NEW OR EXISTING, SHALL BE FREE OF CRACKS AND DAMAGE PRIOR TO O•C, ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 27. ALL EXTERIOR LIGHTING SHALL BE POSITIONED AS TO NOT ADVERSELY AFFECT ROADWAY TRAFFIC OR ADJACENT PROPERTIF'q- ' EXISTING ROAD R/W GEO-FABRIC 50' MIN. LENGTH R/W PLAN VIEW Qnstruetion 5nedffcetien,•,_ 1. Stone size - Use MSHA size No. 1 (2-3") or AASHTO designation M43, size No. 1 ( 2-3"). Use crushed stone. 2. Length - As effective, but not less than 50 feet. 3. Thickness - Not less than six (6) Inches. 4. Width - Not less than full width of all points of Ingress or egress. Minimum of 12'. 5. Washing -When necessary, wheels shall be cleaned to remove sediment prior to entrance onto public right-of- way. When washing is required, it shall be done on an area stabilized with crushed stone which drains Into an approved sediment trap or sediment basin. All sediment shall be prevented from entering any storm drain, ditch, or watercourse through use of sandbags, gravel, boards or other approved methods. 6. Mointenance - The entrance shall be maintained in a condition which will prevent tracking or flowing of sediment onto public rights -of -way. This may require periodic top dressing with additlonal stone as conditions demand and repair and/or ceanout of any measures used to trap sediment. All sediment, spilled. dropped. washed or tracked onto public rights -of -way must be removed Immediately. t ;0 F 0O � fqt 10, q' 01116-�9) �L STABILIZED CONSTRUCTION ENTRANCE D-•5 NOT TO SCALE SEEDING SCHEDULE SPREAD 4" TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK WHERE SLOPES EXCEED 4X. MATERIAL APPLICATION RATE LIME 2 TONS/ACRE 20% SUPERPHOSPHATE 600 POUNDS/ACRE FERTILIZER(10-10-10) 1000 POUNDS/ACRE APRIL - JULY FESCUE, KY-31 50 POUNDS/ACRE BERMUDA (HULLED) 10 POUNDS/ACRE JANUARY - MARCH FESCUE, KY-31 50 POUNDS/ACRE BERMUDA (UNHULLED) 20 POUNDS/ACRE RYE (GRAIN) 25 POUNDS/ACRE SEPTEMBER - NOVEMBER FESCUE, KY-31 50 POUNDS/ACRE MULCH 2 TONS/ACRE WHEN ASPHAL TACK IS USED ASPHALT TACK 300 GALLONS/ACRE NOTE: OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS. TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4"-6" DEEP, SEEDBED PREPARATION NOTES: 1• SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. 2• AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER PHOSPHATE. 5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT. 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION. SEE DETAIL 3.11 +3.10 TOP TO READ "STORM' NLL VON V "uT � Q�Yy STD. M.H. J.B. VARIABLE LENGTH FLaa,, aRM - 8' DPAOUE V000 FENCE v/ 4x4 POSr--_ iA L i i PUN Vsr >ECTM 'A• - "A• Dumpster Pad Detail NO SCALE PIN GUARD RAIL DETAIL TYPICAL GUARD RAIL SCALE: NONE FLARED END SECTION RIP -RAP INLET PROTECTION DETAIL NOT TO SCALE 1! GAIM 4SI4" OR eW WRM SM NOOIAD 01 FMF0IWM CM MS ON NETAL P001 CI rASMM To III Pasts II" Na. a srAltm 6' OR AS NOTED 4• a 6" d 1 1 1/2" BITUMINOUS 6'ABC STONE PAVEMENT (TYPE 1- 2) r 2500# CONC. an 3V TYPICAL PAVEMENT & SIDEWALK DETAIL NO SCALE r eOVAw CA U 7 K UNDERGROUND UTILITIES MAY EXIST IN THE VICINITY OF THIS PROJECT. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE AND OTHER UTILITIES MAY ALSO EXIST IN THE VICINITY OF THIS PROJECT WHICH ARE NOT SHOWN ON THESE PLANS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL PROVIDE PROPER NOTICE TO ALL UTILITY COMPANIES IN COMPLIANCE WITH THE "UNDERGROUND DAMAGE PREVENTION ACT OF 1985". THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL UTILITIES AND REPORTING ANY DEVIATION TO PLANS OR POTENTIAL CONFLICTS TO THE ENGINEER PRIOR TO CONSTRUCTION. UL1N WUT IRWMT OLW IpMI FAWC OR VWVMMff BWAb 10 FM WIN METAL CUPS aN Oft AT S• Off aN1ell. • MAINSP! fWSQfT s1vlAat ROOM >IROMWW W*x 1MS LE1IrtL I N[Aplp Q OF FN01I EI - AL GRAM OR AS CMK= BY OWSMOTOO 019RDMM j/ O/ r NA1I IAL GRAM curly APPNONmmy 1r aF rmw Km ONO WIN ML NO TA11 SACRLL ejow e• or UK rna 71149804. METAL ON InW IVA110D MW Posts AT of sOE a m N O . wow Task 0141 DEWEY BROS. INC. MANHOLE RING & COVER THE CONTRACTOR SHALL BE LIABLE FOR ALL LEGAL ACTIONS storm drain a' T a' BRICK RESULTING FROM CONSTRUCTION IN THE VICINITY OF THIS PROJECT. 2' 2" AND BY ACCEPTING THESE PLANS, AGREES TO HOLD MARWZSS 3, 0„ THESENGINEER AND OWNER FROM CLAIMS OR DAMAGES RESULTING Stormdrain I O I Stormdrain CALL BEFORE YOU ®�� 4" I N.C. ONE CALL CENTER I-6 32"49 -2 0 d 4A e t 4 146 e dad a v dad A 4 A d a A 8 CONC. 4' Be S 0" COte- FOOTIN w it1/2' MESH HARDWARE CLGTtI CONFLICT B O X •:`.. ,. ;,.4'• ..." y '.�.'.• ••:,' " NOT TO SCALE •.P • i, 4,,.. AS NOTED R.C.P. TYP" _ QjM .INL Lj CH BN 2000 NOT TO SCALE 7 x INSIDE I DIA. OF PIPE O 0 0t2c O 5 x INSIDE DI OF PIPE �aN a.. WA 11 APOWARE CLOTH 11 El El El El El El 05 wAstIEOE -�a wm*mEcL' STON-- " I CLASS ARIP-RAP . . 0011:11:110L 3 x INSIDE 11 DIA of PIPE CEO -FABRIC TO BE "-� i I-=1 11=1 11= I 1 1=1 TH YAM CATCH �`�" e'er" V/ RIP -RAP APRON INSTALLED UNDER RIP -RAP - - ILA - OUTLET PROTECTION _ (NOT TO SCALE) RIGHT-OF-WAY SEA" A-_ BRASS PLUG .71 WHEN EVER HOUSE IS I CONNECTED TO SERVICE, cv 'l LOWER STACK TO GRADE e, t .i 4 FINISHED (MADE 1�• RAp NOTES: ' 1. THE FULL LENGTH OF THE SERVICE DITCH SHALL BE COMPACTED IN 6" !i:4 s • , RAC• LAYERS WITH MECHANICAL TAMP. 2. SOLVENT CEMENT FOR PVC PIPE AND FITTINGS TO BE ASTM D--2564 ' '• •' ; .' ,• �' 3. PVC SADDLE AND BEND MUST BE BEDDED IN #67 STONE. - " ' ' • ---� BEDDING AND HANDLING OF SERVICE PIPE MUST COMPLY WITH CLASS B BEDDING (SEE BEDDING DETAIL FOR GRAVITY MAINS.) SCH 40 PVC 10 V-0 , SPILL 1YPE 2,V CONCRETE CURB dI GUTTER NOT TO !GALE 6' SCH 44 6' DR _ SOLVENT CEMENTED 1/t 1/1OR JOINTS (TYPE SC) -- _ - (MIN. GRADE 1%) 24" LG. PC SCH 40 PVC W/ SOLVENT WELD CAP 1 /2" RAO. 3' RAO. 1 /8" RID. • •� "'-4CH 40 ADAPTERMO - I SEE NOT£ COMBINATION LONG b . TURN PATTERN 8" IN -LINE WYE Y AND 1 /8" BEND NEW OR EXISTING PVC MAIN. Tvpical Sewer Service - No Scale SDR 23.5 Tit \.. N.C.D.O.T. STANDARD 24" CONCRETE CURB do GUTTER SCALE: 1" - V-O" SCREW TYPE PLUG iv ASS) MUST 13E 2*BELOW GRADE 4 • s" x 1'-6" x V-80 CONCRETE PAD 1I11 NOTE: WHEN SEWER CLEAN OUT IS IN PAVEMENT IT MUST BE INSTALLED INSIDE A VALVE BOX WITH "SEWER" COVER. ELEVATION - CLEAN OUT IN STREET & DRIVEWAY AREAS t{ �41 �Ij II Detail Sheet OF II Sonic Drive -'In PARKING BUMPER PREPARED FOR D.L. Rogers Co oration WHITE OAK TOWNSHIP. ONSLOW COUNTY, NC PREPARED BY JOHN L. PIERCE & ASSOCIATES, P.A. 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346-9800 DATE: March 10, 2006 SCALE: 1"- 20' F.B. 700 PG. JOB # 249649 FILE NAME: sonic drive in REVISED 5-17-06 REVISED 6-2-06 REVISED 7-26-06 REVISED 8-8-06 REVISED 8-22--06 SHEET 5 OF 7 REVISED 8-23-06 77 E - - A S ,.. ....... - 4 ... _ , •. .. /... _r .. .... 1 L. .S . ri /11 fr. •x _... _ .... Ott`. tip'.} i .: [_ � I� I"1k1 ' .' �,E��. ,.,1s��i:J.'_'�•_`-�-��--�___•- _ :,_� � _ _ t.�e'ii�sli"i1S_'3'3f:i��[i5�li'�+ 1'i._,�'tt� :1 + J r THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN, EXCEPT AS SHOWN This Tract of land Is not located in a 100 yr flood zone per FIRM 3720530400J dated 11-3-2005. LOT S M.B.a PAS - - ,...., rr FN ON I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED R fib SHOWN HEREON); THAT THE BOUNDARIES N ��E ,/ CLEARLY INDICATED; THAT THE Rid AS CALCULATED IS 1:101000+; ORIGINAL., SIGNATURE, LICT SURE; THIS DAY OF _ = 20�, L- S2596 �: = _ JOHN L. PIERCE . - L-2590 C v� •.O /'` S r [� a J 393�.b8 'I-39.B9 LOT 11 'Sl10DIV1510N M 9 A L L �N TM LOT N 10 +39.46 (BAQGETT LOT) SAWARA RONZON de OTHERS NANCE PROP. INC. ".8 P.46 D.0.132I P.500 D.B.1790 P.B 69O { GRAHAM FARNELLN/F ZONED -1 ZONED 0-1 DAL549 P.460 D.B 2273 FARMS. . LL a VACANT - CARWASH 36.87 15 ZONED CU-01 { 6.85 37.55RFSIDENTIAL MaT Pa46 �39.22Z� A WASH 11 . �38.85 � { 1 38.02 ..- >r w 2MC WALK S 06'40'S2' W Sa.Er7' MARGARET H. W'Y1Ni 37.38 __D N 06' 52 E 49.12-� D B 1329, P.5a0 - 37,61 \ 60 i1.0 a. P.4e. ... .4 .;lA 37.61 �•'' 8111 � 36. � f�.71 Vr+33 49 v7 35.53 35 12 +35.2871- C �. C_� _ .. _ __.. ._ -_ _ - _ 14'RCp - - �.. - �� '-1'3#�40. �I� 34• �..•I-d+K2t------154F93 IN1616T O/W ,�awe.r ��` MVs� Q 36 36 QZ T37 3;•- .05 _ 37.10 } - 9 5 "'r-TM.29 _ 136.1 36 26 35-- 10 0 38.51 36.55 ..�. .� - 36.43 - ag,h8 -.� 37.I T M*.3 91 COMMONLY KNOWN AS GLADE LANE (PRIVATE DRIVES 37.2� CA 60' R/w (PER M.D.a P.46) Z+1 '" ., - f 5.65- - - - -` 7.22' - - - - - ,,,,,, .SB .� .. 0 - r-t-3� .ram INY�33 91 38.08 �_ N k ^-�-36.49-- +35.71 3 +36.06 I � ONE-STORY WOOD I f 35.90 36.57 + 7 33.9 DO C� ��-••-F-•---�--w^C pl,�...,,,� CA DITCH 34.55 - --. _.. _ __.. .... 58 20 1 +34.96 r1 I - NY-32 8.64 iii - - - __ - . _ y : T01� N/F SEUWi DEVER DAL278 P.294 ZONED-B1 RESIDENTIAL/VACANT 3 `F' _ _ - Z':.a vgwYi .. :ip .r.R tlF!,�_ ,� ,� s •�Y PINEY GREEN LLC W. D.&2205 P.019 0.8.621 P.893 M.B.8 P.4a +39.99 NCGS 'SWAN" N-356,366.9937 E-2,502,313.292 CF-0.9999114 r^� } MARVpV A. E D.B.1570 1370 P. io Mr9 391 (vacant) ZONED B-1 � � s I { II �l 419 +37,82 + 7.75 38.63 39.14 3 +38.22 { 38.42 +38.52 8,19 38.69 r f { { � 7 p 1 +38.35 38.65 f +38.18 � +38.39 �r i +37.92 1 4-37.90 { `W._ +38.08 I +3 .41 { 7.77 l { ,,.. 7. 82,.aB N E 90,a3' s .40 h� .M ---,.38.314 . 38,49 ` �]lZ\ 0NJ.00ARD l.01 S R 37.92 + %39 �� -.47 1 38.02 8 44 �'hesa"�,e r 8.01 �8.17 W 37�86 { +38.34 { t 37.73 +31.87 38.30 8t30 f +38.66 39.15 39.38 w { R ( R SITE DATA: 1 3 TOTAL AREA - 1.06 AC De opera EXISTING USE OF PROPERTY - VACANT D.L. Rogers Corp. NUMBER OF UNITS = 1 141 Aleah Court X OF SITE DEVOTED TO OPEN SPACE - 0 Clayton, NC 27520 ZONING - B-1 919-302-1837 PINY �� QTm SIIOPPNVG CENTER TO JACK5ONVUE TO SWANSOM �F W 5 VICINITY SKm NOT TO SO" LEGEND: EIS = EXISTING IRON STAKE SIS - SET IRON STAKE ECM = EXISTING CONCRETE MONUMENT SPK - SET P.K. NAIL N/F = NOW OR FORMERLY R/W - RIGHT-OF-WAY M.B.L= MINIMUM BUILDING LINE C/L = CENTERLINE - SECURITY LIGHT PP - POWER POLE --E---E-E - POWER LINE CO - SEWER CLEAN -OUT WV - WATER VALVE FH - FIRE HYDRANT SSMH - SAN. SEWER MANHOLE TB - TELEPHONE BOX EOP = EDGE OF PAVEMENT 39.96 39.s2 - TRAFFIC FLOW(EXISTING) FO - FIBER OPTIC CABLES GW - GUIDE WIRE ES = ELECT. TRANSFORMER CB - CATCH BASIN DI - DROP INLET RCP- REINFORCED CONC. PIPE e { V 0 IN 39.51 39,70 m a- 3 { 1 z I f U 9.45 �39.58 39.58 { 1 { { 39.45 I { { { f 39.32 13935 { Existing Conditions Plan OF { Sonic Drive -In PREPARED FOR D.L. Rogers Corporation WHITE OAK TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY I JOHN L. PIERCE & ASSOCIATES, P.A. + 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 I PHONE: 910-346-9800 DATE: MARCH 10, 2006 �39.47 SCALE: 1"= 209 F.B.700 , PG.66 EVISED 5-17-06 JOB # 249649 FILE NAME: sonic drive in EVISED 6-2-06 GRAPHIC SCALE EVISED 7-26-06 Ij ( IN Iran ) i inch - 20 tt SHEET 6 OF \Sonic Drive In - Bailey\dwg\APPRdVED:dwg 7/26/2006 2+35i42 PM EST + r r. .) F / I`n I Y{r �i ► i '� ll.i'15�1,11if:1�! 11!t, }�X•.*'� r 1 •i 1rry •J ' •t!f•'.{. .I'1-r tit ' .. r l .. :fir- - - t..�1. :'�1 t� ;i�r� f1: .r I 'j 100YR STORAGEANn-SEEP 10YR STORAGE (ELEV 36A2) COLLAR 1" STORAGE {ELEV 35.97) (ELEV 35.41) y d � I 74 3 1 EMERGENCY SPILLWAY ` (ELEV G4.28) Q- 4 3 VEG. SHEOUTLE 1 3 TRU RE �' I � ( V MAIN -BAY 31.00) N�BOTTOM (ELEV 30,00 II .OVEG. SHELF PON INLET PIPE Treatment Pond - Plan Scale: 1" = 20' SEEDBED PREPARATION NOTESi L SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN, 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3• DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-61 DEEP, 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SWILL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORIL 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIE TO BE ACCORDING TO SEEDING SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER 5. If SOIL EST IS TAKEN, PROVIDE UME AND FERTILIZER ACCORDING TO SOIL TEST T. 6. LLIIM AND FERTILIZER SHALL K APPLIED UNIFORMLY AND MIXED WITH THE SOT. DURING SEEDBED PREPARATION. CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE. AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR INDICATED BELOW, ALTERNATELY, THE CONTRACTOR MAY 'OVER -EXCAVATE' THE POND DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED TO DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE PROVIDED. Inlet Pipe Foreba MUM =MEDULE NOTEi ONLY AREAS ABOVE PERMANENT PIM SMALL BE SEEDED. VEGETATIVE SHELF SHALL NOT BE SEEDED AND SMALL BE ALLOWED TO GENERATE NATIVE VEGETATION. SPREAD 41 TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFL1ItM GRADE PRIOR TO SEEDING. APPLY LIM AND FERTILIZER AND WORK INTO SEED DIED, DISTRIBUTE SEED LWFORMLY AND COVER LIGHTLY. APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK WHERE SLOPES EXCEED 4X. MATERIAL APPLICATION RATE LINE 2 TONS/ACRE M SUPERPHOSPHATE 600 POUNWACRE FERTIUZER(W-10-10) 1000 PGUNDS/ACRE APRIL - JU LY FESCUE, KY-31 50 POUNDS/ACRE BERMUDA (HULLED) 10 P0t.INDS/ACRE JANUARY - MARCH FESCUE, KY-31 50 POUNDS/ACRE BE M#JDA (tNHU1.ED) 20 POUNDS/ACRE RYE (GRAIN) 25 POUNDS/ACRE SEPTEMBER - NOVEMBER FESCUE. KY-31 50 POUNDS/ACRE MULCH 2 TONS/ACRE ASPHALT TACK 300 GALLONS/ACRE NOTE, OWNER MAY VARY SEEDING TO CONFIRM TO LANDSCAPING REQUIREMENTS, HOWEVER, WEEPING LOVE GRASS SWILL NOT BE USED. Elev. 'B' CONSTANT POND SURFACE AREA 2,526 S.F. 8 EL- 34.50 V DESIGN SURFACE AREA = 3,769 S.F. R EL= 35.41 APPROX. TOTAL POND VOLUME - 4,702 CF ACTUAL FOREBAY VOLUME = 1,036 CF (22.0% OF TOTAL VOLUME) Outlet Structure (See Detall) EIey. 'E:,_.(100 yr Stgrm2 17 10, Elev. 'D' (10 yr storm,) v 3' Ve , Shelf Elev. Vegetated Shelf Plantings (S PI t�ti Sa dote) j PROPERTY BOUNDARY Pond Dimensions & Layout Scale: 1" = 20' Z W TRASH RACK U /(SEE DETAIL) 5 r rTn r- z m 4-3' ALUM ANGLES TOP V ELEV "E" ❑� _PRIMARY WEIR in PLANTING SCHEDULE , ELEV 'C' ALUMINUM TRASH RACK---," p'p" PLANTING SCHEDULE APPLIES ONLY TO VE, TED SHELF AND VEGETATED Mp �Y E1FU s � FILTER. 30" DIA, CORREuAT=D ' SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED ESTABLISH UNIFORM GRADE � ALUM, RISER t OF THE DVING TY SPECIES THELIMITSPLANTING,TO TTHE DESIGNATED VEGETATED SHELF A DENSI) LESS THAN 61y" �^ ONE PLANTING PER SQUARE YARDS CONC OUTLET PIPE INV. E FILL ELEV B RISER Pettarxa _ (SEE DETAIL) BOTTOM Sappltarin latifoua Alowl .,,#ck Potato ` ELEV ' B ` 2 , Q ArxMopopen glo,eratus Bushy Beardpras! Typha Cattat Ceratoytlun DWQersu, Coontall / I Scirpus Punpens Common Three Square Le++nn spP. Duckweed Saururus Carr%" Lizard Tat Hblstus ,oscheutos Marsh HilMscus PaMederla cordato Mfckerelweed Riser Trash Rack pectha{us Pond Need Pee yroldes Rlcr Cutprass n Carex spp. SCbjxw vaudus Sof Ste, %Atrush PJW eSoft Rush Nuphor luteun Spatterdock Panlcn,w, vergatun SwltrhW-ass Acorn! calams Sweet Flap Elodea conadensis Water -sod vaUsneria anericana WRd Celery Zlzark aquatice Wild Rlce 10' (Min) No 5 Bar 'U' Strap (Coat w/ Bitumastic) / if 1 it Draw Dawn Orifice (See Detail) 1 12' No, 'A-1' Bottom 57 Stone ee a ng a Main Pond Treatment Pond - Section Scale: None (Vertically Exaggerated) Embankment shall be constructed of uniform native material (free of excess silt, rock or gravel, debris or vegetative natter) compacted to 95% of maximum dry density In accordance with ASTM D1557 (8'-12' Lifts) Outlet Pipe CSIze and Material per Drainage Plan) Anti -Float Block (60 CF Concrete) Emergency Spillway (100 yr. Flood E(ev.) \___Antl-Seep Collar \,- Outlet Protection (See Detall) (See Erosion/Sed. Plan) ELEVATIONS SCHEDULE LOCATION 'AV DESCRIPTION MAIN POND BOTTOM ELEVATICIN 30.00 'A2' FOREBAY BOTTOM 31.00 'B' PERMANENT POND 34.50 'C' TEMP, STORAGE 35.41 'D' 10 YEAR FLOOD 35.97 'E' 100 YEAR FLOOD 36.02 �, 54' MINIMUM Anti -Seep Collar 1/4' THICK STEEL LATE 6' DIA. CORR. RISER ALUM. PIPE (SEE DETAIL) OUTLET /__� NVERT DRILL 1' HALE IN END CAP -- TACK 12' WELD HARDWARE CLOTH�� SCREEN OVER ❑RIFICE 1$ MIN' 6' DIA.��— END CAP Draw Down Orifice Outlet Structure Details No Scale NOT RELEASED FOR C NSTRUCTION Stormwater Design By. CRYSTAL COAST ENGINEERING, P.A. 3e17-3 r==011 WAT - SO=?, N.C. - 29M rhos! (010) 385-0006 rar (010) am-00e0 ww,r .eom David L Rewsms. PR REVISIONS: 10-4-06 PER OWQ �R W, ST0RMWATER POND DETAILS for Sonic Drive—in WHITE OAK TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY JOHN L. PIERCE & ASSOCIATES P.A. 409 JOHNSON BLVD. JACKSONIIILLE, NC 28540 PHONE: 910-346--9800 DATE: JULY 15,2005 SCALE: 1 "=20 F.B. PG. JOB j FILE NAME: SHEET 0 OF $7 STORMWATER DESIGN BY: CRYSTAL COAST ENGINEERING, P.A. 3817-3 FREEDOM RAY - HUBERT. N.C. - 28539 Phone (910) 325-0008 Fax (910) 325-0060 www.cryntalcoastengineering.com David K. Newsom, PE THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN (WETLANDS) ON51TE. PHASE I ENVIRONMENTAL_ AUDIT HAS NOT BEEN OBTAINED BY OWNER. This Tract of land is not located in a 100 yr Hood zone per FIRM 3720530400J dated 11-3-2005, LOT 6 M.B.B P.46 C DITCH - COMMONLY KNOWN AS GLADE LANE (PRIVATE DRIVE) CA 50' R/W (PER M.B.B P.") :NE -STORY 'DOD 1VAi Q[90 ON I, JOHN L.. PIERCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED; THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10,000+; WETNESS MY ORIGINAL SIGNATURE, LICENSURE NUMBER AND SEAL THIS--- DAY OF ------------ , 20-_- JOHN L. PIERCE P.L.S. L-2596 (BAGGETT LOT) M.B.B P.46 GRAHAM FARNELL D 8.549 P.460 ZONED CU-51 RE SIDEN Tt AL - :35.65 - +34.95 +35 8.7 N/F H4tM FARMS, l 0.e.2275 P.7 LOT 8 M.B.B P.46 ZONED CU-81 CAR WASH C!) W _ - S 06'40'52" W 56.07' 18 t� I1 _ 3 53 -35.1 40 - C/L DIT.Qi_ . ` 18 FES j t- 7.05 -34,27 MAINTENANCE PLAN 1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- S O6'4052' W ae.1z' CONSTRUCTION SEQUENCE 18" FEC �• - PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. PINEY {" INv-34,50 - - ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL GREEN SITE - PRACTICES AS DESIGNED. CHOPPING CENTER PROP. B LF 18- ---- _ 1. OBTAIN PLAN APPROVAL.. 2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK x N.C. HIGHWAY 24 To sWANSBORO /` r = 2. INSTALL CONSTRUCTION ENTRANCE AND ROCK CHECK DAMS, GRAVEL APPROXIMATELY INLET LET PROTECTION DEVICE WHEN STORAGE CAPACITY TO' JACKSONVILLE HAS � RCP mlo.sox I AND GRAROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED o �C~ JUNCT. BOAND SILT FENCES, THEN INITIATE CLEARING. OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS X � I INV-34.54 3. CONSTRUCT POND AND INSTALL PIPES. TOP-37.0 I I 3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE F j 4, MAINTAIN STRUCTURES DURING CONSTRUCTION. WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE �1 5 5. STABILIZE SLQPES &DITCHES AS THEY ARE BROUGHT TO GRADE. SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A = BARRIER. 6. PAVE DRIVE AND PARKING LOT 4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, Z 7. E�EMOVE TEMPORARY EROSION C ONTRCL MEASURES AFTt R AREA HAS BEEN STABILIZED. AND MULCHED ACCORDING, TO SPECIFICATIONS IN THE VEGETATIVE VICINITY SKETCH I PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. NOT TO SCALE 5-A7TER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL PERPETUALLY LEGEND: MAINTAIN ALL DEICES THAT CONVEY STORMWATER AND ALL VEGETATIVE AREAS EIS = EXISTING IRON STAKE .; N/F TO MINIMIZE THE ;FFECTS OF EROSION. SIS = SET IRON STAKE 5' D&UE� W Z D.L. ROGERS CORP. J 0.8, L7110 Z.874 I f+ j ECM =EXISTING CONCRETE MONUMENT OT SPK =SET P.K. NAIL J a B 51 P.22 ; N +j N/F = NOW OR FORMERLY I T R/W = RIGHT-OF-WAY Lij M.BL. = MINIMUM BUILDING LINE i ¢ �z + � C/L = CENTERLINE +3s.s = SECURITY LIGHT PP POWER POLE = a cc I --E--E-E- = POWER LINE f LOT 11 'SUBDIVISION OF PAUL L. WYNN PROPERTY" LOT 10 CO = SEWER CLEAN -OUT l 1 WV =WATER VALVE 1 f I � �• M.B.B, P.46 N PROP. +39.46 FH = FIRE HYDRANT BARIIARA RONZON k OTHERS a HANCE INC. 0.8.1329 P.1580 0.9.1790 P.690 I c SSMH = SAN. SEWER MANHOLE 06 ZONED B- 1 ZONED @ CARWASH cc ccVACANT TB = TELEPHONE BOX a I a. �� 1 36.67 t 6.85 39.9C 39.9Z t EOP = EDGE OF PAVEMENT I <::�=- = TRAFFIC FLOW(EXISTING) - _- f39 22 FO = FIBER OPTIC CABLES 9 _ ori€- Li -- _ x-- 6s l 1 I GW = GUIDE WIRE -.--- T 38.02 f EB = ELECT. TRANSFORMER dlT 12 INV IN 9 -35.18 .i 7 2U, PROP. 42 LF IS- RCP 00.36% -_.. �i �,aNFLiCT BOX iv FLOOR-33.12 TOP- 37.2 86 + (USE CAUTION AROUND SEINER SERVICE) C/L DITCH IS- FES 18 INV IN -34 40 -34.25 +35.69 35.60 F , Z N� 41.09 _ _- n CONC_WALK _ _ _. -- o a.1s C� \` 37.38 0 CO = CATCH BASIN - - - 4RGAR£T H WYNN --- 'z 1 1 DI =DROP INLET N 06.4652 E 49.12 - 3 O 1a" FEs p.B.r329, P.58o �T61 �'� 60 c, = RCP= REINFORCED CONC. PIPE +36.4 he 37.61 {'' 1 = TRAFFIC FLOW(PROPOSED) _ _ _ _ INV- \ U + -6 32 3S ' ; wy! 33.71 /INV-33.45 �3$58.97� -SF- = SILT FENCE -34.20 - a ', : iirY-.34A3 \ \` 1iy"RCP = EXISTING GRADE PROP. 20 LF 18" -+ 3f. \ 37.10�,3711¢+2796 = PROPOSED GRADE(ASPHALT) 36+37.00 41 3� 05 +3a*� 8.79 a- V DIP 00.35x -_ - +36,29 I +36.13 - - 36.10 -�� 1' d---- _'6 5 a o 1 + 37.9 38.5r O TC w TOP OF CONCRETE 3r :5 36.43 36.26 �i37.02 1 +37. CD CQUE ICT Bax FLOOR=33.20 _= PAINTED STOP BAR TOP-37.2 STOP _ E30 = CONC BOLLARD REGRADE DITCHES TO ENSURE POSITIVE W -------_PROP.-------_PROP. PROP. 57 LF DRAINAGE AND RESHAPE BANKS WITH A L 39.61 f 39,70 + STOP = STOP SIGN �.56.88 2-12" PIP 00Y50x - 3: 1 OR FLATTER SIDE SLOPES -- 36_6L +3f, 37 INV-33.91 36.08 N +36,37 PROP. 8 LF 18' +3s.1s -- - 39.3a 1rr TPL = TOPAfl DRAINAGE BME TUNE I U ,A, = Proposed Light RCP 00.36% +35.9C 36.57 33.98 18"RCF 3 <' rr; P g - { 33-P5 \ 3' F' CV �J C/L 01TCH� - C/L DITCH fib �� (]� =Proposed 24"curb &gutter 4-35.95 Top`*720 `,_ = LIMITS OF DISTURBANCE 18 FEa 18 INV OU -34.i2 36.09 W rq� v INY-32. +38,F 4 34.15_ +3f l a * _ 38.28 = CANOPY LIMITS 36. 5 06131'38" W 200.00' a 5 06"34'02" W 96.65' Z 12" INv 131.1r CURE INLET = 4 S.Y, 6"RIP--RAP, 1' THICK Y'V/ �n �I� 13 GEOTEXTILE UNDERLAYMENT -35.47 8' STREET LANN Gy 4 �i I N Ya.S6.45 __ , - TOP-36.61 J Z (INLET PROTECTION) c - m �5 F PROP. 195 LF 15" RCP 00.50% � 7+37.8 38.b3 _, = DOUBLE-CONC BLOCK �t , 'rSlEA INLET +35,34 +3s.si� U, INLET PROTEC110N <i `If1 CONFLICT 802' INY-:7S.47 I +35 a4 , , FLOOR BON TOP-38.61 I l +37.53 RIP -RAP APRON +35..7 1 I TOP-37,2- rF J 39 39 t5 FES FLARED END SECTION �®� 38.91 I i ' 33' MBL ------- - - - - - - - - - - - - - - - - -- � elrrrr Warr. arwrla rrMrrr rrrao arr�r 11lrrlrlr ellrr�r el�rra rrrnr Mr.au r�l �e � r�rr � � CURE IN - INV-35.75 TOP-38.43� - - �� wmnrl w 7., +35.° + IJ +- +37.641� 38.4 � 34.59 +1J 37.3a +34.5r� I � �a r�rn Ns�Nw IlOiAlllils nNirznva i al 39.69 39.5 18,0' _ r- Proposed CURB INLET :n INV-36.25 Pq`R StorageI � �+N Building TOP=38.76 zw F.F.EL-39.4 F.F.EL"39.4 RETAIN!NG 13 39.00 Prop" 'Le,ow 3 -�-�� x �_ wALL 1.b' HEGH � Patio ,eCSl.or N M 36.75'- -�_ N Prop. 5' Canc Walk I j N 10'13'29' E 71.50' +39.99 DUMPST>ER Pr, 8' OPAQUE/ 35 C EIS \ =✓ �L �, �T ��' FENCE ON 3 SIDES, 8'OPAQUEJ 0"5857 E 12a.13. I f I T -T- 40-96 GATE ON FRONT, 1 TOP-38.5 / s, 40i4 PROPOkb RETAINING WALL SILT FENCE AL C ENTIRE WESTERN PR 4' , c, PROPOSED RETAINING WALL I �l + - I�� J � 40 98 3�70_ri -''a--+ ,� � PROPERTY 7 NCGS "SWAN" J�� N N=356,366.9937 + n E=2,502,313.292 N/F CF=0.9999114 N PINEY GREEN LLC r v� D.B.1698 P.267 h l MARVIN A. TROTT JR. do IMFE f (SHOPPINf; CENTER) Q I D 8.1570 P.591 "� ) ¢ 1jNED 8-i hry O� a I (Vacant) J ZONED B-1 II NC(� „DRAIN" r[ N=359,298.9566 �a 1 E=2,498,437: 40 coo f Q >n Li N/F BEULAH DEVER 0.8.278 P.294 ZONED-B1 RESIDENT1AL/VACANT Cq w w r` N Co r of Co z I +3 RETAINING WALL V HIGH i TOP-37.5- 1 7J Ar 71.0' rz I rz 13 Proposed Sonic Drive -In 8.Z' n 1,904 s.f. cc f,f. el.=40.25 8.2' 2,2' ��°i H3fi.53 54.E r 3' :r u1i 16.3' 6 i i I 36635� - I -� 36.16 36,4.8 4-36.12 1= Nhmi" ANHAMN 0XI REF: 0.8.2710 P.874 M.B.51 P.22 MOM M H!A"M1 i i a1 r - -38 _ �I 1 `' a38.9 9 ad Praposed Area PLAY GROUNp, (ALL PLAYGROUND _PTRUICTURES ARE ,TO BE CONSTRUCTED EHINp ' '� 50' MBL) W 34,77 - 5 CURB INLET INV=38.50 -,+3 .41 TOP _ 37.13 Y � 'i 037 7 _ __- LINE 7 \ 5- f 37 40 - --31 1Orrs.M_ 12" INV-34.39 +38.47 39.85�/ 39.39 n z a f ar f J a 4 j I N 09E 90.83' EIS B4 E31 LBOARD 5"MCP \ SIGN 38 4u +38 f)2 39..56 Site Data Block of Features SF Existing use (s): Vacont 39.55 proposed use(s):Restaurant j square footage of proposed building(s): BUILDING 1,904 S.F. CANOPIES 5,714 S.F. TOTAL 7,618 S,F. square footage of existing building (s): -0- ,l _. site zoning: B-1 & CU-81 it i Y total acreage: 1.18 AC r l acreage of land to be disturbed and exposed:1.29 9.15 (' 38,69 _ acreage in active recreation space or open space: -0- .�_ a i number of lots: 3 minimun7 lot size: N/A average lot size: N/A number of units(dwelling, commercial):1 J ownersh+p status (rental, condominiums, etc.) -OWN type of units: N/A density: N/A I number of parking spaces required: 39.45 RESTAURANT-1 SPACE PER EVERY 4 PERSONS THAT THE FACILITIES ARE DESIGNED TO ACCOMMODATE WHEN FULLY UTILIZED (NOT BASED ON SEATS, BASED ON DRIVE UP SPACES). 3e 66 116 PERSONS/4= 29 REQUIRED SPACES number of parking spaces ro osed:35 WITH 2 H C + p 9 P P P / number of parking spaces existing: -0- number of compact car parking spaces: -O- number of parking spaces provided:35 3 E5 the map book and page number. 51 /22 deed book and page number: 2710/874 tax map and parcel number:1116C PARCELS 25 & 26 1 calculation of required landscaped area: } calculation of vehicular surface area existing: -0- S,F. it calculation of vehicular surface area proposed: 26,255 S.F. Impervious Surface Area (excluding buildings):27,465 S.F. Impervious Surface Area (including buildings):34,464 S.F. f Required landscaping: Required interior landscaping:1575.3 S.F. Provided interior landscaping:1824.0 S.F 39.32 Required exterior landscaping,1326.6 S.F Provided exterior landscaping:1359.0 S.F. Total development impact area (disturbed/exposed areo):1.29 AC Impervious Surface Ratio:0.807 # of trees required:6 # of trees prov+ded:6 # of shrubs required:50 # of shrubs provided:50 37.92 �38.49 30 3, Sedimentation / Erosion Control + Grading Plan j 3817 Stormwater Plan j + OF A IG v l S" D" -'1 for 3736 j 86 + h ? + 38, 34 37.77 _ '7,87 on�c rive n PREPARED FOR D.L. Rogers Corporation WHITE OAK TOWNSHIP, ONSLOW COUNTY, NC ' PREPARED BY I I JOHN L. PIERCE & ASSOCIATES, P.A. 1 38.57 ) 409 JOHNSON BLVD. JACKSOWALLE, NC 28540 30 +38.66 f PHONE: 910-346-9800 DATE: MARCH 10, 2006 9.15 39..ir. J REVI$f3`a'5-17-06 SCALE: 1"- 20' F.B.700 , PG,. 66 f REVISED 6-2-06 JOB # 249649 FILE NAME: sonic drive in f REVISED 7-26-06 GRAPHIC SCALE REVISED 7-27-06 1 REVISED 18-8-06 20 0 10 20 40 a Developer. REVISED ' 8-22-06 D.L. Rogers Corp. AieCourt Clayton, REVISED 1003-0fi Clayton,, -- NC 27520 { IN FEE' ) 919-302-1837 1 inch = 20 ft. SHEET 2 OF 6 shulceDdlrogers.com F, sects\Sane_ Drive In - 1Iailey\Cwp\APPROVEDdwQ :l/3/2006 3a5lr PM ES