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HomeMy WebLinkAboutSW8060606_COMPLIANCE_20060728STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW� DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD WET DETENTION POND ANALYSIS FILE NAME: #VALUE! PROJECT #: SW8 60606 00 REVIEWER:——[Naugle PROJECT NAME: SQne Jacksonvif�e :.:.:,..,:.... ...... DATE: 28-Sep-06 Restaurant Receiving Stream: UT.Wallace: Cfeek Class: SB NSW Drainage Basin: Whffe Oak' Index No. ..... Site Area Drainage Area acres square feet Area in Acres 1.06 IMPERVIOUS AREAS Rational C Buildings 23{30 00'! square feet Parking 28790 00 square feet SW :..:!5038,00. square feet Streets square feet Future reserve><180004' square feet TOTAL SURFACE AREA CALCULATION square feet square'feet square feet Rational Cc= 0.04 % IMPERVIOUS 82.40% SAIDA Ratio 6.59% Des. Depths Req. SA 3034 sf TSS, 85 or 90: 9{3' Prov. SA 3064' sf VOLUME CALCULATION * place a "1" in the box if Rational is used ORIFICE CALCULATION Avg. Head = Flow Q2, cfs Flow Q5, cfs No. of Orifices Diameter, inches Drawdown = C: 3.308592593 L: COMMENTS Surface Area , Volume and Orifice are within Design Guidelines NC DENR - DIVISON OF WATER QUALITY 2B .0300 .0312 WHITE OAK RIVER BASIN Classification Name of Stream Description Class Date Index No. Horse Swamp From source to Little C;NSW 08/01/91 19-16-2-1 Northeast Creek Rocky Run From Source to Little C;NSW 08/01/91 19-16-2-2 Northeast Creek Poplar Creek From source to Little C;NSW 06/01/91 19-16-2-3 Northeast Creek Mott Creek From source to Northeast C;NSW 08/01/91 19-16-3 Creek Northeast Creek From N. C. Hwy.24 to SC;HQW,NSW 08/01/91 19-16-(3.5) downstream side of mouth of Scales Creek Scales Creek From source to Northeast SC;HQW,NSW 08/01/91 19-16-4 Creek Northeast Creek From the downstream side of SC;NSW mouth of Scales Creek to New River Southwest Creek From source to Mill Run C;NSW Catherine Lake Creek From Catherine Lake to C;NSW Southeast Creek Catherine Lake Entire Lake B;NSW Deep Run From source to Southwest C;NSW Creek Harris Creek From source to Southwest C;NSW Creek Haws Run From source to Southwest C;NSW Creek Tank Creek From source to Southwest C;NSW Creek Hicks Run (Hickory.Run) From source to Southwest C;NSW Creek Southwest Creek From Mill Run to New River C;HQW,NSW Mill Run From source to Southwest SC;NSW Creek Morgan Bay Entire Bay SC;NSW Lewis Creek From source to New River SC;HQW,NSW Wallace Cree-k From source to New River SE; NSW - Bearhead Creek From source to Wallace Creek SB;NSW Beaverdam Creek From source to Wallace Creek SB;NSW Town Creek From source to New River SC;HQW,NSW Farnell Bay Entire Hay SC;NSW Cogdels Creek (Coglin Creek) From source to New River SC;NSW Frenchs Creek From source to New River SC;NSW Jumping Run From source to Frenchs Creek SC;NSW Cowhead Creek From source to Frenchs Creek SC;NSW Duck Creek From source to New River SC;NSW Whitehurst Creek From source to New River SC;HQW,NSW 08/01/91 19-16-(4.5) 08/01/91 19-17-(0.5) 08/01/91 19-17-1 O8101/91 19-17-1-1 06/01/91 19-17-2 U 08/01/91 19-17-3 31 OB/O1/91 19-17-9 f \ 08/01/91 19-17-5 0 08/01/91 19-17-6 08/01/91 19-17-(6.5) 08/01/91 19-17-7 ti O8/01/91 19-18 08/01/91 19-15 08/01/91 19-20 08/01/91 19-20-1 08/01/91 19-20-2 02/01/91 19-21 08/01/51 19-22 06/01/91 19-23 OB/01/91 19-24 O8/01/91 19-24-1 05/01/91 19-24-2 06/01/91 19-25 08/01/91 19-26 CITY OF JACKSONVILLE PUBLIC SERVICES DEPARTMENT ENGINEERING LETTER OF TRANSMITTAL TO: Division of Environmental Management 127 Cardinal Drive Extension Wilmington, N.C. 28405 Phone # (910) 395-3900 Linda: WE ARE SENDING YOU PRINTS COPY OF LETTER DESCRIPTION: cc Date: August 22, 2006 AUG 14 2CZ Attn: Ms. Linda Lcwis Ref. Erosion & Sedimentation onic rive - In XX ATTACHED _ UNDER SEPARATE COVER XX PLANS _ SPECIFICATIONS XX OTHER cony of the financial responsibility statements THESE ARE TRANSMITTED AS CHECKED BELOW: FOR APPROVAL FOR REVIEW AND COMMENT DOCUMENTS ARE DUE TO BE RETURNED BY: _ PRINTS RETURNED AFTER LOAN TO US _ OTHER REMARKS: COPIES TO: File —AS REQUESTED XX FOR YOUR USE "w � __ - 46Q�_� Tom Anderson, Construction Specialist Post Office Box 128 ♦ Jacksonville, North Carolina 28541 ♦ (910) 938-5245 ♦ TDD# (910) 455-8852 ♦ Fax (910) 938-0982 08/10/2006 09:55 910-346-1210 JOHN PIEPC'E SURVEYOR P;GE 02 FINANCIAL RESPONSIBILITYIOWNERSHIP FORM SEDIMENTATION POLLUTION CONTROL ACT AUG 2 4 2006 No person may initiate any land-�isturbirg activity on one or more acres as cavemd by the Act before this form and an acceptabie erosion and sedimen`4tion control plan have been completed and approved by the Land Quality Section, N.C. Department of Environment and Natural Resources. (P{ease type or print and, if the questior is not applicable or the a-rnali and/or fax information unavailable, place NIA it the blank,) Part A. 1. Protect Name_. Sonic, Dri.vc-T.n 2, Location of land -disturbing .activity: County OnS10'. _ _ City or To: nship White, Oak Hlghway/Street NC High«ay 24 _ latitude 34de9rees4�3 ' 0.''`ongitude 77degrees19' 19" 3. Approximate date land -disturbing activity will commerce: September 1., 2006 4. Purpose of deveiapment (residential, commercial, industrial, institutional, etc.): Commercial 5, dotal acreage disturbed or uncovered (Including off -site burrow and waste areas): 1.-29 6, Amount of fee enclosed: 300, 00 , The application fee of $50.00 per acre (rounded up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $450), 7. Has an erosion and sediment control plan been filed? Yes-x"X No Enclosed a. Person to contact should erosion and sediment control issues arise during land -disturbing activity: 9 Name John L. Pierca & Associates PrxAnail Address bettybilp@bizec-rr..com Telephone - 800-- Cell # Fax # (9.1.0)346-1210 Landcwner(s) of Record (attach accompanied page to list additional owners): _Bailey& Associates -Inc. Name Telephone / Fax Number OP'19-n 00 l"l I (�15Uf Vp Current Street Address P.O. Box 400 Current Mailing Address Jacksonville K 28540 (1)-/i city State Zip City State Zip 10_ Deed Book No. 267 I Page No. 365 Provide a copy of the most current deed, 23291 Part S. 2205 619 1. Person(s) or firm-s(s)' who are financially responsible for the land -disturbing activity (Provide a comprehensive list of all responsible parties on an attached sheet): 1).L. o pr.a_ Carno n Name -nail Address 141 A1eah Court :urrent Mailing Address Current Street Address Clayton, NC 27520 City State Zip City State Zip Telephone '(919) 302-1837 Fax Number 68/10/2005 09:55 910-346-1210 JOHN PIERCE SURIEVCR PAGE 03 2. (a) If the Financially Responsible Party Is not a resident of North Carolina, give name and Street address of the designated forth Carollna Agent: Name E-mail Address Current Mailing Address Current Street Address City Sta?e Zip City State .Zip Telephone, Fax Number (b) If the Financially Respon_ible Party is a Partnership or other person engaging In business under an assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible Party is a Corporation, give name and street address of the Registered Agent: Corporation Sdrvices CompaTiy Name of Registered Agent E-mail Address 327 Hillsborough Stre=t Current Meiling Address Current Street Address Raleigh, NC 27603 State Zio City state Zip Telephone Fax Number The above information is true -and correct to the best of my knowledge and belief and was provided by me under oath (This 'Form must be signed by the Financially Responsible Person if an individual or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with the authority to execute instruments for the Financially Responsible Person). I agree -to provide corrected information should there by any change in the information provided herein. James Junkin President; of L.L. Rogers Corporation Type �,rint F ame Title or Authority ;ianature / 1 Date' a Notary Public of the bounty of State of Alos#x ra a� hereby certify that S (�n�pfr7 ,uls r, appeared personally before me this day and being duly swam acknowledged that the above form was executed by him. Witness my hand and notarial seal this JLL�ay of 1kr, 20 D2 SHAREE WILUAMS r4 "_ MYCpM MISSION EXPIRES NOtary Seal "Lnuzry e, zoio My commission expires L U i a 1 L ll L_i __u .'��: 1, - .. .1 .-- .. FF .. �_�. .1, ... � LC L._? t _ �1�_. 1 STORMWATER DESIGN BY: CRYSTAL COAST ENGINEERING, P.A. 3817-3 FREEDOM WAY - IIiE MERT, N.C. - 28539 Phone (910) 325-0006 Fax (910) 325-0060 www.crystalcoastenginsering.eom David K. Npwsom, PE MAINTENANCE PLAN 1-ALL EROSION AN SEDIMENT CONTROL PRACTICES WILL BE CHECKED S 06.40'32' W 4a12' CONSTRUCTION SEQUENCE FOR STABILITY AID OPERATION FOLLOWING EVERY RUNOFF- S PRODUCING RAIKALL BUT IN NO CASE LESS THAN ONCE A WEEK. INv- 4. ANY NEEDED REIAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL 1. OBTAIN PLAN APPROVAL. PRACTICES AS DSIGNED. I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS RCP osLF Is" - 2-SEDIMENT WILL EREMOVED FROM THE SEDIMENT TRAP AND BLOCK DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY 2. INSTALL CONSTRUCTION ENTRANCE AND ROCK CHECK DAMS, AND GRAVEL INL:T PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPRIXIMAT'ELY 50% FILLED. GRAVEL WILL BE CLEANED MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN AND SILT FENCES, THEN INITIATE CLEARING. HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE '�Nv:34.�X OR REPLACED WEN THE SEDIMENT POOL NO LONGER DRAINS rc CLEARLY INDICATED; THAT THE RATIO, 0F`P ISI 3. CONSTRUCT POND AND INSTALL PIPES. ON TOP.37.o 3-SEDIMENT WILL IE REMOVED FROM BEHIND THE SEDIMENT FENCE AS CALCULATED IS 1:10,000+; ' "!; 4. MAINTAIN STRUCTURES DURING CONSTRUCTION. WHEN !T BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE 5 WITI;IE OREGINhL SIGNATURE, LICENSURE (la SEDIMENT FENCEYALL BE REPAIRED AS NECESSARY TO MAINTAIN A x THIS - DAY OF �F' . '._ 1 5. STABILIZE SLOPES do DITCHES AS THEY ARE BROUGHT TO GRADE. BARRIER. 6. PAVE DRIVE AND PARKING LOT = 4-ALL SEEDED ARAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, VICINITY SKETCH ______ 7. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN STABILIZED. AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE NOT To SCALE JOHN L. PIE- L-2596 _' - PLAN TO MAINTAN A VIGOROUS, DENSE VEGETATIVE COVER. 5-AFTER CONSTOL TTON HAS BEEN COMPLETED THE OWNER WILL PERPETUALLY LEGEND: .'•r+r+e+.f,,+r MAINTAIN ALL D:VICES THAT CONVEY STORMWATER AND ALL VEGETATIVE AREAS EIS = EXISTING IRON STAKE ,•'N C,A1�Q �� C�TO MINIMIZE THE; EFFECTS OF EROSION. SIS - .• � \\,, SET IRON STAKE ECM = EXISTING CONCRETE MONUMENT s' O&uE SPK - SET P.K. NAIL N/F =NOW OR FORMERLY Il. r m R/W = RIGHT-OF-WAY l�IT48 P B (CNN Ql�O ON _EU I- I z M.B.L = MINIMUM BUILDING LINE s 4'' 4,- . Q CA - SECURITYLIGHT ^!t, "' ,.(;AN 3 ° '�, 3939953 +39.a9 pp -POWER POLE �,�', 7f� K. Iti •~' 1 t--E---E-E- = POWER LINE LOT 11 CO = SEWER CLEAN -OUT - iI m 0 'SUBDIVISION OF PAUL L. W'1'NN PROPERTY LOT 10WATER VALVE (BAGmrT L0� f N do BAR13ARA RONZON At OTHERS NANCENPROP. INC. FN RE HYDRANT +39.46 P.5804 SSMH SAN. SEWER MANHOLE M.B.B P.46 N/F J D ZONEEDD 0-1 D ZONED D B-1 TB - TELEPHONE BOX GRAHAM FARNELL H&M FARMS. LLC 11 V6 VACANT � CARwASH � LOT 6 0.8.349 P.EDP EDGE OF PAVEMENT 460 M.B.8 P.46 ZONED Cu-B175 } 6,95 t39.96 RESIDENTIAL 0.9.k%T 8.715 %� 36.8;� 39,92 : ZONED CU-81 1 v ` 39.22 p = FIBER TRAFFIC CAB ESNG) CAR WASH 37.5s w �\3a.6s � J � GW -GUIDE WIRE X x X X ]�, ..- J - - f EB = ELECT. TRANSFORMER � CONc WAuc \38.02 ! o J CB =CATCH BASIN s 06.4052" w 56.a7 MARGARET H. WYNN / a �313.1s C j 1 I DI = DROP INLET N o6'4o Sz E 49.12 18 iNV OUT 1a" FES D.9,1329. P.5a0 37,61 +3s.a \ �' 60 - RCP= REINFORCED CONC. RIPE +35.53 -35.08 35.1? ,._.� w +35.28 37.61 O + jl 32 33-57 _ � - .20 It.8.8,� P.46 ,� INVs33.71 *V-33.49 3�58.97 J �? �SF- TRAFFIC -SILT ENCEPROPOSED) `� 1a a \ +25.66 = EXISTING GRADE t �._. -" 8.79 0 CI �.- -.._ �_ f-i+a0. Sid E]IT�,- -- �34.20 I _} .24 .�._ GE �T,OIT AS NE�ARY3 - .INYae.3t.01u iNV. � 1 \+37.0a 11 J 38%3 1a FEs PROP. 20 LF 1a", ----F 36.36 371° 37J13+3h.os v, 27.9 = PROPOSED GRADE(ASPHALT) -34.27 I Q 37.05 +3 4 DIP OQ3�X 35:29 +36:13 36.1D ---- O 38.51 - -- 3 z9 - - - -- 5 . - - _ ---- ___ _ w - -.T_- _ - - - .3s---- -�- 4-37 97 O TC = TOP OF CONCRETE 12 ENV IN 36,55 36,43 35.26 36 48 �- �-_ 37 02 +37.6T-1 Q 91 -35.16 � �x 7 STD =PAINTED STOP BAR _ 37,2% PROP. 42 LF 18" RCP 00.36% TOP-37.2 _ BO = CONC BOLLARD COMMONLY KNOWN AS GLADE LANE (PRIVATE DRIVE) - CaNFUCT BOX -` CA 60' R/w (PER M.B.8 P.4e) iv W I = STOP SIGN FLOOR-3112 - - - - - + 5.65 7.22 TOP-37.2 _..PROP. 57 LF - - - -- - - .w -�- 39. 39, 70 36.88 2-12' DIP 60.50X �36.60 136.37 ENV-33.91 " DBL a DRAINAGE BREAKLINE +35.33 3 86 + +36.37 PROP. 8 LF 18' +36.18 �^ 4- ~ 39.34 36.0'8 ��.�` __N I �-r TP - TOP OF PAVEMENT (USE CAUTION AROUND RCP 00.36X +35.90 36.57 3��3 f Vt �U .An Proposed Light SEWER SERVICE) T qT2LAS NEGL%WY _ +33.98 33.85 18"RCP 7.00 \:�7.5a CV ---! ■.� - _ CA DITCH c/L arcH-.+3:�iJ 1 11B Proposed 24"curb ac gutter C DITCH 34.55 +34.96 - .�- Ih35.95 �°f� TOp.3�2a � � - LIMITS OF DISTURBANCE Li a CANOPY LIMITS -34.40 .34,23 /8 ENV OU -34.12 i 36.09 +36.19 " = 3s.za = = 4 S.Y. 6"RIP-RAP, 1' THICK W/ +35.7, la FE5 - ENV IN w ENV-32.l +38.64 Q� +35.69 34.15 , I � If 35.60 4165 QQ �3547 OUT y / CURB INLEr I Lj GEOTEXTILE 11NDERE_AYMENT iE W S LAWN G7 �} INVw36.43 ti f (INLET PROTECTION) 41.09 !S iS -45 dS JS AS j5 � TOP-38.d1 P 4 36.74 PROP. t>11�6LIi113' RCP 00.501i ~� GN +37.8 + 7.75 38.63 INLETE_PROTECTIONOCK +35.87 Z 4p+36 88 \ CURB IN +-35.34 V +36.06 +35.44 4 CONFLICT BOX INV- FLOOR-35.3 TOP 33E61 RIP -RAP APRON +3.5.C7 +37,53 ) - li4 TOP-37.2 + 72 j � �� 1 I 39.14 +39.4s FES =FLARED END SECTION +35.87 M M� 1 139,56 Site Data Block of Features o --- 27-- -- I Existing use (s): Vacant wesln .� e� e� sew aww e_ �� wwr� .+• eJ� 39.5_. proposed use(s): Restaurant CURB INLET w i 1 BUILDINGfoot 1 904f S.Foposed bullding(s): INV-33.78 +3d. TOP-38 9 CANOPIES 5,714 S.F. - TOTAL 7.618 S.F. square footage of existing building (s): -0- .14 ri N/FBEULAH _e,:■, ONE:-S'ORY WOOD DEVER Y �0.0.273 (2Z.2 P.294ZONED-B1 =RESIDENTIAL/VACANT I 70+ REF: D.B.2205 P.619 D.B.621 P.893 M.B.8 P.46 II ..._ Proposed Sonic Drive -In I 1,904 s.f. f.f. el.=40.25 13rfi.53 3*7' - -- - +36.37 +36.55 �� w RETAINING /� I WALL I' 7. i 36-35+3 - - TOP-37. 36.t6 36.4.8 ---I +36.12 18 0' +36.84 F ,:� p Propaepd CURB INLET eel Sta IT 36.25 F EL 939,4 . 36.76 F.F. �- 39.4 RETAINING# WALL 1.6' Hl 56.75+ r p- T--� x EI N 1013'29" E 71.50' _ +39 99 DUMPSIER PAD - 8' OPAQUE/ 36,08 EI5 40,96 FENCE CE ON 3 SIDES. 8' OPAQUE � TOP-38.5 ii 4Qi�4 T 0FRONT. 40.8 PR57�AINING WALL+40.21 PROPOSED + 3+70 +39.94 " 3 4D.58 1 1 00 7 00 on ~ I NCGS "SWAN" m N=356,366.9937 E=2,502,313.292 N/F CF=0.9999114 PINEY GREEN LLC ry 0.8.1698 P.267 a (SHO PING CENTER) a ` NED -1 Fy'ti C 11 � `1 NCC "DRA N=3�9,298�566 IC, E-2�98,437� 40 ram t \ N f \ +37.64 38,42 34.59 + 1 37,34 + R =yLTM• e.i, +34. 5J7 � m r, a. 2' � O 8.• ■ tom. 1`:M11 PaPCMPCMd HO Area P.P. 5' Ca,c Walk - - 34.77 ITC-39.67r .52 91 I� esriert � ��� El se,rllr M=* w +38.35 w +38.39 37.92 1 Prapoeed \ I PLAY GR{Uep+'37.90 (ALL PLAYGROUNp +38.08 TUBES ARE 70 CONSTRUCTED IND 50' MBL) I CURB INLET -3a 5 # ENV-3a.50 60 mI 3 .41 -� EEE 35.09'38'S7' E 129.13' 35.05 TDP-37.13 37.17 LL WALL SILT FENCEALONG ENTIRE *MRN PROPERTY LINE 38.04 ' - a 7.82 +39.71 3838 _ 39.$4 6%.85 �r 37.40 �- +39-32 38,39 TOP-38.01 / 12 INV.34.39 / +38.47 39.85�/ 39.39 w N/F MARVIN A. TROTT JR. At WIFE Elf D.B.1570 P.591 (Vacant) I ZONED B-1 o d r" W w I 90.53' � 38.31 EIS � BILLBOARD rs"Rclp \\ 38.40 38.0� 8.44 38.0, 38.C2 +�38[ 2 37.86 +38.34 37.73 site zoning: B-1 & CU-B1 total ocreage:1.18 AC acreage of land to be disturbed and exposed:1.29 8.19 va 69 I acreage in active recreation space or open space: -0- number of iota: 3 minimum lot size: N/A average lot size: N/A number of units(dwelling, commercial):1 ownership status (rental, condominiums, etc.): OWN i type of units: N/A density. N/A number of parking spaces required: S 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). f 115 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- = 1 number of parking spaces provided:35 the map book and page number:8/46 38.65 +3fi 18 1 I deed book and page number: 2205/619 do 621 /893 j tax map and parcel number:1116C PARCELS 25 do 26 calculation of required landscaped area: calculation of vehicular surface area existing: -0- S.F. I 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. Required landscaping: i Required interior landscaping:1575.3 S.F. 1 Provided interior landscaping.1824.0 S.F I 39.32 Required exterior landscaping:1326.6 S.F Provided exterior Iand3caping:1359.0 S.F. Total development impact area (disturbed/exposed area):1.29 AC Impervious Surface Ratio:0.807 # of trees required:6 # of trees provided:6 # of shrubs required:50 # of shrubs provided:50 3a49 1 Sedimentation / Erosion Control 39.35 3ygZ Gradin Plan + ' I Stormwa er Plan +38 17 I OF Sonic Drive -In j PREPARED FOR D.L. Ro ers Corporation 1 WHITE OAK TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY JOHN L. PIERCE & ASSOCIATES P.A. +37.a7 � 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 3a3o +'A 66 39.,5 39.3s PHONE: 910-346-9800 DATE: MARCH 10, 2006 REVI LV75-17-06 SCALE: 1"= 20' F.B. 700 , PG. 66 REM ED 6-2-06 ,SOB # 249649 FILE NAME: sonic drive in REVISED 7-26-06 GRAPHIC SCALE REVISED 7-27-06 REVISED 18-8-06 20 0 to 20 40 j Dev opera D.L. Rogers Corp. 141 Aleah Court Clayton, NC 27520 ( IN FEET ) 919-302--1837 1 inch - 20 ft. SHEET 2 OF 7 s`'Iulcefdlrogers.COm G \Projects\Sor< Drive In - Soiley\cdwg4APPROVE9 dwg 8/8/2006 4 03 02 PH EST 6�i llI T- `- F, ,-'^*rr ----• :•l r- �,J ..j,i YF] ,� •q S 11 •{S S. r.Y :• �- ".! 1.1•Ii,'l,1i11' rr' J I,1 11 tF{{ l 1 f r ,, *,..4 .. r r� r s•I�Ic r.'rr' , 1 r r+ a" - --i-i -- '-�L �� - _� '.. r1'. is .il', ,. , � 1 � �' 1`� i �• : �3 ''• 'r., 11! '2 CONSTRUCTION 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 THE 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. 9. SITE ACCESS: ACCESS SHALL BE LIMITED TO ONE DRIVEWAY AS SHOWN ON THIS PLAN AND SHALL HAVE A CONSTRUCTION ENTRANCE/EXIT AND SHALL BE 20' x 50' x 6" DEEP FOR REMOVAL OF MUD MATERIALS PRIOR TO LEAVING SITE. (SEE DETAIL) 10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T. STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS. 11. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY. 12. MAXIMUM BUILDING HEIGHT IS LESS THAN 50' 13. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL 8E MET. 14. 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 370340-0330C, EFFECTIVE DATE 7-2-67. AND IS NOT IN AN AREA OF ENVIRONMENTAL CONCERNS. 23. THERE ARE NO BUILDINGS WITHIN 150 FEET OF SITE, 24, DUMPSTER TO MEET CITY OF JACKSONVILLE'S REFUSE COLLECTION ,AREA STANDARDS. 25. ALL APPLICABLE FACILITY CHARGES MUST BE PAID PRIOR TO RECEIPT OF THE BUILDING PERMIT. 26. ALL SIDEWALKS, NEW OR EXISTING, SHALL BE FREE OF CRACKS AND DAMAGE PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 27. ALL EXTERIOR LIGHTING SHALL BE POSITIONED AS TO NOT ADVERSELY AFFECT ROADWAY TRAFFIC OR ADJACENT PROPERTIES. - EXISTING ROAD - R/W R/W 6" 50' MIN. LENGTH M11 NK CONSTRUC71ON ENTRANCE PROFILE 12' MIN. I (SEE NOTE) GEO-FABRIC PLAN VIEW Construction „sp2rifications I. Stone size - Use MSHA size No. 2 (2-1/2" to 1') or AASHTO designation M43, size No. 2 ( 2-1/2" to 1-1/2"). 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. Maintenance - 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 additional stone as conditions demand and repair and/or cleanout of any measures used to trap sediment. All sediment, spilled, dropped. washed or tracked onto public rights -of -way must be removed immediately. a" 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. THE CONTRACTOR SHALL BE LIABLE FOR ALL LEGAL ACTIONS RESULTING FROM CONSTRUCTION IN THE VICINITY OF THIS PROJECT, AND BY ACCEPTING THESE PLANS, AGREES TO HOLD HARMLESS THE ENGINEER AND OWNER FROM CLAIMS OR DAMAGES RESULTING FROM THIS WORK. CIUL IREFOREMOU ©OCR N.C. ONE FALL CENTER I-800-M2 4PAR 0 Z x 0 41 ELEVATION VARIES w o� �l .w SEGMENTED RETAINING WALL S• "KEYSTONE" MASONRY UNIT OR EQUAL INSTALL PER MANUFACTURER'S RECOMMENDATION RETAINING WALL DETAIL PIPE 10 + 2'4" r 3' r 7 1/2' 6' � 0111114 ` .4ate NO SCALE -III4 RE -BAR 6' 12' O.C. EACH WA _"I CK 1 /4" COMPOUND J �'- EXPANSION MATERIAL H t/2 PIPE I.D. I a °v4 a 4' 8' a" 25w# CONC. - from a NOTE: COVER TO BE PROVIDED WITH TWO (2) LIFTING HANDLES TYPICAL JUNCTION BOX NOT TO SCALE 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 4%. MATERIAL APPLICATION RATE LIME 2 TONS/ACRE 20X SUPERPHOSPHATE 600 POUNDS/ACRE FERTIUZER(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 MULCH 3 TONS/ACRE WHEN CRIMPING IS USED TO ANCHOR TACK 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 ;U 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, I I I�[ I I I`I I iT' I Ti AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. TF:Mi 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 =l= 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. PLAN VIEW PIPE I.D. + 2' 4" a 1/4- do A d A a g' PIPE 1.D.+ -� a" 4" 1, 0' _ .. PIPE 1.0. + 3' On INSTALL OPAQUE WOOD FENCE(NOT CHAINLINK) AROUND DUMPSTER PAD 66-66 WWF GROUND SURFACE I SECTION 'A' - 'A' DUMPSTER PAD DETAIL NOT TO SCALE 6" J_ 1'-6' 1/2" RAD. - •�3" RAD. --1/8' RAD. w r o 1 . N.C.D.O.T. STANDARD 24" CONCRETE CURB & GUTTER SCALE: 1' 1'-0' 1/2' RAD. 3" RAD. 1 /e' RAP. SPILL TYPE 24" CONCRETE CURB & GUTTER NOT TO SCALE Ut1M FRAI aMIN � 12' ■�■■■M WIN ME 4' 4' 6' a• 2500# CONC. FOOTING TYPICAL CU3Q lj,,LFT CH BN 2000 NOT TO SCALE GUARD RAIL DETAIL TYPICAL GUARD RAIL SCALE: NONE 7 x INSIDE DIA. OF PIPE 0 5 x INSIDE AS NOTED R,C.P. DIA. OF PIPE 0 0 CLASS A RIP -RAP 3 x INSIDE DIA. OF PIPE GEO-FABRIC TO BE INSTALLED UNDER RIP -RAP APRON RIP -RAP OUTLET PROTECTION RIGHT-OF-WAY (NOT TO SCALE) 00 r I a NOTES: 1. THE FULL LENGTH OF THE SERVICE DITCH SHALL BE COMPACTED IN 6" LAYERS WITH MECHANICAL TAMP, 2. SOLVENT CEMENT FOR PVC PIPE AND FITTINGS TO BE ASTM D-2564 3. PVC SADDLE AND BEND MUST EE BEDDED IN #67 STONE. BEDDING AND HANDLING OF SEFVICE PIPE MUST COMPLY WITH CLASS B BEDDING (SEE BEDDING DETAIL FOR GRAVITY MAINS.) 6' SCH 40 1/16' DR SOLVENT CEMENTED 1/6' BEND - JOINTS (TYPE SC) I I� II� 'rwrI (MIN. GRADE 1%) BRASS PLUG ULTRAVIOLET RENSTANT MAaf) NNRRI FABRIC aR eauV1LONT TECURED TO TMIE /CENTER. NKTAL CUPS OR RINK[ A_r Ir OFF 2RI MAfQMIM SWI ENT STORAGE LEVEL. REMOVE * SEDIMENT ISNETN THIS LEVEL IS REACHED OR AS OP ECTED BY CONSERVATION INSPECTOR. 6' OR AS NOTED j i �- 4• 6, 4 1 I 1 1 /2" BITUMINOUS 6"ABCSTONE PAVEMENT (TYPE 1- 2) _- 2500# CONC. 8" • TYPICAL PAVEMENT & SICEWALK DETAIL NATURAL ORADE CARRY APPROIM'IATELY 12' OF FAStIC INTO TRENCH, N 0 SCALE -^^ COVER MATH SOIL AND TAMP eACKnLL. CARIIY B, OF MRE OM TRENCH, 2' We" METAL, CEDAR OR 4'W TREATED WOW POSTS AT O' OFF (ENTER MAXRRIM. CEDAR ANO WOOD POST? SHOU.D BE S DIMP MINUM DEWEY BROS. INC. MANHOLE . j*1/2" MESH HARDWARE CLOTH :�• �' �•`:�•� 4 :J a" x 18' CaNCRETEe • CATCH BASIN r' • aaaaaaaaaaa aaaaaaaaaaa M STONE H HARDWARE CLOTH ARDWAR rrr.u..#��mlMA0[1.E m1■.....rrrrrr■w#r■.rr.r#r r.r.#r::i:�u rurr■rrrr■#I,rrrr =0.... ■... .'..' lur■ nuir..n.#r n"i""r",1�Irur#llirr.rnurunirrrr,R#rr� #Ili����ll ry WHEN EVER HOUSE IS CONNECTED TO SERVICE, LOWER STACK TO GRADE FINISHED GRADE SCH 40 PVC 24" LG. PC SCH 40 PVC W/ SOLVENT WELD CAP•---% SDR 23.5 TO SCH 40 ADAPTER II SEE NOTE COMBINATION LONG TURN PATTERN 8" IN -LINE WYE T•I Y AND 1 /8" BEND NEW OR EXISTING PVC MAIN. Typical Sewer Service - No Scale CATCH BASIN { E---- __J ,SECTION A -A 09WELE CONCRETE BLOCK FILTER AROUND CATCH BASIN (D-0 12 DAUOE 4'x4' CR rW 11RJM MITE HODIEO ONTO RrEFGRMID CHANNELS ON METAL POSTS. OR FASIENW TD aaaAR OR WOOD POSTS WITH NO. B STAPLES C. CONFLICT BOX NOT TO SCALE SCREW TYPE PLUG (BRASS) MUST BE C4 2" BELOW GRADE f• e ' 8" x V-6" x CONCRETE PAD NOTE: WHEN SEWER CLEAN OUT IS IN PAVEMENT IT MUST BE INSTALLED INSIDE A VALVE BOX WITH "SEWER" COVER. ELEVATION - CLEAN OUT IN I! I 5/a" GALANIZEDyl Detail Sheet STEEL DOWELS- 2e LONG OF Sonic Drive -In II PREPARED FOR D.L. Rogers Corporation a• I, 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 PARKING BUMPER REVISED 5-17--06 REVISED 6-2-06 REVISED 7-26-06 REVISED 8-8-06 SHEET 5 OF T r •Is l iT ':1 � i , T:TT � t}l 7 Trs''•k s� {��7 r .. :t'��I.•.l,. f,.I../ lr:is,.'.i .1