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SW7080803_APPROVED PLANS_20080820
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW��?� DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD "SITE" 2� s� \ AU, vrci�irr�,�P NOT TO SCALE INDEX CV-01 COVER SHEET C-01 EXISTING CONDITIONS C-02 SITE/UTILITY PLAN C-03 GRADING/DRAINAGE PLAN C-04 STORMWARER MANAGEMENT PLAN C-05 SEDIMENTATION & EROSION CONTROL PLAN D-01 UTILITY DETAILS D-02 MISCELLANEOUS DETAILS 1 D-03 EROSION & SEDIMENTATION CONTROL DETAILS 1 D-04 EROSION & SEDIMENTATION CONTROL DETAILS 2 SITE INFORMATION LOCATION: . . . . . . . . . . . . . . . NC 43 HWY AT SR 1654 VANCEBORO, NC 28586 COUNTY: . . . . . . . . . . . . . . . . . CRAVEN COUNTY TOTAL SITE ACREAGE:. . . . . .3.53 Ac. ZONING: . . . . . . . . . . . . . . . . . COMM.-GENERAL COMMERCIAL USE MINIMUM BUILDING SETBACKS: FRONT: . . . . . . . . . . . . . . . . . . 2 0' SIDE STREET:. . . . . . .15' REAR:. . 10' SIDE:. . . . . . . . . . . .10' er � BUILDING DATA: PROPOSED USE: . . . . . . . . . . . .RESTAURANT TOTAL BUILDING SIZE:. .3,847 SQ. FT. BUILDING HEIGHT: . . . . . . . . . . . .20' PARKING REQUIRED: MIN.: 2 SPACE/200 SF OF COMM. FLOOR SPACE TOTAL MIN PARKING REQ'D = 39 SPACES PARKING PROVIDED: REGULAR 909: . . . . . . . . .57 TRUCK. . . . . . . . . . . . . .6 H.C. (REGULAR) . . . . . . . . . . . . .2 H.C. (VAN ACCESSIBLE). . . . . . . .1 DRIVE THRU STACKING .6 LOADING AREA . . . . . . . . . . . . .1 TOTAL: . . . . . . . . . . . . . . . . .60 TAX ID # . . . . . . . . .1 045 031 FLOOD PANEL MAP # . . . . . . . . . 370075 5546 J TRADE/WILCO BUILDING DATA: PROPOSED USE: . . . . . . . . . . . .GAS STATION/ CONVENIENCE STORE TOTAL BUILDING SIZE:. . . . . . . . .31150 SQ. FT. BUILDING HEIGHT:. . . . . . .18' PARKING REQUIRED: MIN.: 2 SPACE/200 SF OF COMM. FLOOR SPACE TOTAL MIN PARKING REQ'D = 32 SPACES PARKING PROVIDED: REGULAR 9x19. . . . . . . . . . . . .4 TRUCK . . . . . . . . . . . 0 H.C. (REGULAR). . . . . . .1 H.C. (VAN ACCESSIBLE). . . . . . . .1 LOADING AREA. . . . . . . . . . . .1 TOTAL: . ...............6 IMPERVIOUS AREA:. . . . . . . . . . . 127,631 S.F./2.93 Ac. (83%) LANDSCAPE / GRASS AREA:. . . . . .26,136 S.F./O.60 Ac. (17%) TOTAL AREA DISTURBED: . . . . . . . .5.10 Ac. Architect: Dunn & Dalton Architects 401 W. Heritage Street Kinston, NC 28501 252.527.1523 (v) 252.527.0049 (f) Contact: Drew Dalton Contractor: BoBUILDERS, LLC 335 N. Queen Street Kinston, NC 28502 252.208.2223 (v) 252.527.9445 (f) Contact: Tillman Carter GOVERNING AGENCIES: PLANNING/ZONING: CITY OF VANCEBORO P.O. BOX 306 VANCEBORO, NC 28586 (252) 244-0919 CONTACT: MS. E. RENEE IPOCK EROSION CONTROL: NCDENR REGIONAL OFFICE 943 WASHINGTON SQUARE MALL WASHINGTON, NC 27889 (252) 946-6481 CONTACT: PAT McCLAIN, PE STORMWATER NCDENR REGIONAL OFFICE 943 WASHINGTON SQUARE MALL WASHINGTON, NC 27889 (252) 946-6481 CONTACT: AL HODGE UTILITY AGENCIES: WATER & SEWER CITY OF VANCEBORO P.O. BOX 306 VANCEBORO, NC 28586 (252) 244-0919 CONTACT: MS. E. RENEE IPOCK NATURAL GAS PIEDMONT NATURAL GAS 111 CORPORATE LANE NEW BERN, NC 28562 (252) 916-6012 (c) (252) 639-7226 (a) CONTACT: WILL SILVER ELECTRIC PROGRESS ENERGY 103 EXECUTIVE PARKWAY NEW BERN, NC 28562 (252) 636-6343 (a) CONTACT: BRUCE NOBLES kenneth.nobles®pgnmail.com TELEPHONE EMBARQ 4000 MARTIN LUTHER KING JR. BLVD. NEW BERN, NC 28562 (252) 637-6620 CONTACT: JANET DUKE 60JANGLES" PAVEMENT SECTIONS (DUMPSTER PAD & LOADING AREA) HEAVY DUTY RIGID PAVEMENT NOT TO SCALE 4,000 PSI CONC. 0 28 DAYS 6" THICK 6" CABC SUBGRADE (SIDEWALKS & H.C. RAMPS) LIGHT DUTY RIGID PAVEMENT NOT TO SCALE 3,000 PSI CONC. 0 28 DAYS 4" THICK COMPACT ED SUBGRADE NOTES: 1. ON HEAVY DUTY RIGID PAVEMENT, STONE MAY BE OMITTED © THE OWNER'S DISCRETION, PENDING SATISFACTORY SOIL TESTING RESULTS. Owner: REDCO Properties, LLC 335 N. Queen Street Kinston, NC 28502 252.208.2223 (v) TRADEIWVILCO 3602 Hwy 264 East Greenville, NC 27834 252.752.4366 (v) 252.752.9957 (f) Contact: Edwin Clark General Notes: 1. Topographical cats performed by Kendall Gaskins, PLS Vanceboro, North Carolina Site Benchmark is a survey monument "GULF" located at the intersection of NC Hwy 43 & Sr 1654, Lat. 35'18'44.32" (N), Long. 77'09'40.88" (W) Reference horizontal datum is NAD 83. Contours shown hereon are from an actual field survey. Boundary information supplied by owner and shown for reference only. Consult PLS for actual boundary data. 2. The contractor shall notify and cooperate with all utility companies or firms having facilities on or adjacent to the site before disturbing, altering, removing, relocating, adjusting or connecting to said facilities. The Owner shall pay all costs in connection with alteration of or relocation of any existing facilities. 3. All excavation is unclassified and shall include all materials encountered. 4. All structural fill material shall be free of all sticks, rocks, and clumps of mud. 5. Unusable excavated materials and all waste resulting from clearing and grubbing shall be disposed of off -site by the contractor in an approved solid waste landfill. 6. The proposed buildings will NOT be sprinkled. 7. There are existing underground gas, water, sewer, electrical, and FIBER OPTIC on -site or within close proximity. CONTRACTORS shall dig with extreme caution. 8. Concrete Sub shall be responsible for all score joints and expansion joints. Should a question arise about the proposed pattern consult with the engineer prior to pouring. 9. Contractor to furnish all pavement markings as shown. 10. Location of underground utilities are approximate and must be field verified. Contact the NC One Coll Center at least 48 hours prior to digging ® 1.800.632.4949. Kendall Gaskins, PLS has only located the utilities that are above ground at the time of field survey. Underground lines shown hereon are approximate or as reported by various responsible parties. The surveyor does not guarantee that any underground structures such as utilities, tanks and pipes are located hereon. 11. All pipe lengths are horizontal distances and are approximate. 12. All work shall comply with all applicable codes, regulations, and/or local standards imposed by local utility and The Town of Vanceboro, and NCDOT. 13. All construction and materials shall meet The Town of Vanceboro Specifications and Standards, latest edition. All work within NCDOT right-of-way shall meet the specifications and standards of NCDOT. 14. All concrete pipe .is to be ASTM C-76, Class III with rom-nek. 15. This property is not located in a Flood Hazard Zone per FEMA Map. FEMA Community Map #: 370075�5 45 g� 16 II lot dimensions shown are approximate. Consult the boundary survey of actual site undary information. 17. etlands are not present on site. The Contractor shall be responsible for all work zone traffic control in or adjacent to NCDOT right-of-way. All signs, pavement markings and other traffic control devices shall conform to the Manual on Uniform Traffic Control Devices (MUTCD), latest edition. 19, Prior to placing CABC stone base, the Contractor should notify the Project Engineer to inspect and prof roll the subgrade. Any stone place without prior approval will be the sole responsibility w the Contractor. 20. DESIGN/FIELD ,ONDITIONS quite easily may vary from that represented in the initial soils report and/or topographical report. Isolated areas may show up weak and adverse soils or groundwater conditions may be discovered that were not revealed during the initial soils investigaton. Therefore, the Owner/Client is to be aware that Stocks Engineering, P.A. will not and cannot be held responsible for any failures to either a street or parking lot pavement design unless we can be fully and totally involved in the construction process which may include, but may not necessarily be limited to, testing subgrade and base density, engaging the Design Engineer for the evaluation of the subgrade and for the observation of proof rolling subgrade and base at various steps of construction, opportunity for the Design Engineer to call in a soils engineer for consultation and advice, etc. - steps which taken altogether with the initial design shown on the plans, constitute the complete design of the road, street of parking area (private or public). The Design Engineer must be given the full :atitude and opportunity to complete the design by fully participating in the construction process. Plan design is a small portion of the Design and cannot be separated from the construction process if the Owner's/Client's desire is to have the Design Engineer stand behind the completed designed project. 21. All utility services, (power, telephone, cable, etc.) are proposed to be underground. Do not seed or mulch disturbed areas until all underground utilities have been installed. 22. Site light pcles are shown for general location only. Actual location, height, and specs to be verified with Architectural plans or Lighting consultant. 23. Property is to be served by the Town of Vanceboro. 24. The building setback lines shown on this plat are for the Engineer's use in establishing minimum lot frontages at the setback line and for reserving sufficient building area. Building Contractors are to verify lot line setbacks before setting forms or digging footings. 25. Regulatory signs, stops signs and street name signs shall be manufactured from high intensity reflective materials. 26. All excess topsoil and unclassified excavation is to be hauled off -site, unless otherwise directed by the owner. 27. All site construction must be inspected by The Project Engineer at the following stages: A. Completion of grading subgrade prior to placing Stone Base. B. Completion of Stone placement prior to paving. C. Final inspection when all work is complete. 28. The surveyor did not visibly see any cemeteries in any open areas unless otherwise noted. 29. This property foes not depict encumbrances that are found during a thorough title search. 30. Concrete Sub shall be responsible for all score joints and expansion joints. 31. All HVAC units for the proposed building will be located on the roof. 32. All curb and getter to be 24" standard curb and gutter. All curb and Gutter within NCDOT or Town of Vanceboro R/W shall be 30" standard. 33. All curb and gutter and sidewalk concrete is to be minimum 3,000 psi at 28 days, air entrained. 34. All dimensions are to face of curb unless indicated otherwise. 35. Provide handicap signs, marking and ramps as shown. 36. Handicap ramps are to meet "ADA Accessibility Guidelines for Buildings and Facilities" as detailed in the Federal Register, Volume 56, Number 144 dated July 26, 1991, rules and regulations activated January 26, 1992. For additional information, refer to the NC State Building Code Volume 1-C, "Making Buildings and Facilities Accessible to the Useable by the Physically Handicapped", 1991 edition. All street returns to have H.C. Ramps. 37. Contractor SHALL NOT POUR any concrete before forms are inspected by the Project Engineer and/or Owner. Any concrete that has not been approved by the Engineer and/or Owner will be the responsibility of the contractor. 38. All areas not covered by building or parking shall be covered with 4" minimum of topsoil, free of root matter and rocks and grassed. 39. Contractor shall saw -cut to provide smooth transitions where existing asphalt and/or curb and gutter is to be removed. 40. The Contractor shall provide all the material and appurtenances necessary for the complete installation of the utilities. All pipe and fittings shall be inspected prior to being covered. 41. All handicap spaces are to receive a handicap sign and handicap symbol painted on the asphalt. Note stalls to receive 'van accessible' signoge. 42. The Contractor shall refer to the architectural plans for exact locations and dimensions of precise building dimensions and exact utility entrance points. 43. Information concerning underground utilities was obtained from available records and field conditions when possible, but the contractor must determine the exact location and elevation of all existing utilities by digging test pits by hand at all utility crossings well in advance of trenching. If the clearances are less than specified on the plans or 12 inches, which ever is less, contact the Project Engineer prior to proceeding with construction. 44. The Contractor shall include in his contract price the removal and disposal of any excess topsoil he determines is not required to perform the final grading and landscaping operation. 45. The Contractor is responsible for the design and implementation of all required/necessary sheeting, shoring, and special excavation measures required on the project to meet OSHA, Federal, State and Local regulations pursuant to the installation of the work indicated on the drawings. Redco Properties, The Town of Vanceboro & Stocks Engineering, P.A. accept no responsibility for the design to install said items. Surveying: KENDALL GASKINS, PLS P.O. Box 354 Vanceboro, NC 28586 252.244.0599 (v) 252.244.5899 (f) Contact: Kendall Gaskins, PLS Civil Engineeri Stocks Engineering, P.A. 3344 Hillsborough Street, Suite 250 Raleigh, NC 27607 919.821.2440 (v) 919.821.2210 (f) email: dcurry@stocksengineering.com Contact: Don Curry, PE Project Engineer 46. The Contractor shall include in the, contract price daily record keeping of the as -built condition of all of the underground utilities, construction stakeout associated with the project. 47. All water line and sewer line installation shall conform to the standards and details of the State of North Carolina Department of Health Construction Permit. 48. The Land Disturbance Permit must be kept on the work site and shown upon request. 49. The Contractor shall include in the contract price all material and labor associated with the testing of the water and sewer lines required by the State of North Carolina Deportment of Health. 50. The Contractor shall include in the contract price any de -watering necessary to construct the project as shown on the plans. 51. For the installation of natural gas services, contact Piedmont Natural Gas ® 252-639-7226. 52. TESTING BY CONTRACTOR: Contractor shall employ at his expense an outside independent Soil Testing Service (approved by the Architect) to perform soil testing and inspection service for quality control testing during earthwork operations. Copies of results of tests shall be submitted by the Testing Service directly to the Contractor, the Architect, and the Structural Engineer. --The Testing Service will classify proposed on -site and borrow soils to verify that soils comply with specified requirements and to perform required field and laboratory testing. (Minimum required soil bearing capacity is noted on the structural drawings). --In paved and building slab areas, the Testing Service shall make at least one field density test for each 2000 square feet of fill in each compacted fill layer. If a test should fail to meet required density, the Contractor shall re -compact that layer. The Soil Testing Service shall perform additional tests at the Contractor's expense to show that the failed layer has reached the required compaction. --In foundation wail areas, the Testing Service shall make at least one field density test for each 100 feet or less of wall length of fill in each compacted fill layer, with no less than two tests along a wall face. If a test should fail to meet required density, the Contractor shall re - compact that layer. The Soil Testing Service shall perform additional tests at the Contractor's expense to show that the failed layer has reached the required compaction. 53. COMPACTION: Compact each layer of backfill and fill soil materials and the top 12" of subgrade in cut areas to 98% of maximum density as determined by ASTM D698 for structures, slabs, and pavements and 90% of maximum density for lawns or unpaved areas. 54. The building contractor and the site work contractor to coordinate the installation of a drainage pipes around the building structure. 55. Any relocation of existing utilities will be at the cost of the developer/owner. The Town will not accept responsibility for m to r p ty o damages curb and gutter or street improvements installed prior to underground services, nor will the Town absorb the cost for borings to install underground service, pavement patching or damage to landscaping. Theso will gbe the responsibility of the developer/owner. 56. Fire department vehicular access to all structures under construction shall be provided at all times. In areas where ground surfaces are soft or likely to become soft, hard all weather surface roads shall be provided and maintained. 57. Address Numbers, both Commercial and Residential, must be posted on the front of the structure nearest to the main entrance in a position to be plainly legible, visible, and unobstructed from the street or road fronting the grope rtv 58. Disturbed area is in excess of 1 acre and formal Sedimentation & Erosion Control plan approval was required as a condition of construction plan approval. A copy of the approved erosion control plan must be kept on site at all times. The approved Sedimentation & Erosion Control Plan should be regarded as minimum requirements; additional measures shall be put in place as needed to ensure that no sediment is released from the site. 59. Copies of all permits and approved plans mu st be kept on site in a permit box that is conspicuously located and easily accessible during construction. This includes approved construction plans, approved erosion control plans, encroachment agreements, driveway permits, water/sewer permits, etc. TRADEIW/L L" .PAVEMENT SECTIONS HEAVY DUTY FLEXIBLE PAVEIvn_.NT NOT TO SCALE 2" ACSC TYPE SF9.5A ASPHALT 1--.�i;a* SUBGRADE HEAVY DUTY RIGID PAVEMENT NOT TO SCALE 4,000 PSI CONC. I. 0 28 DAYS 10" THIC 10" CABC It SUBGRADE LIGHT DUTY FLEXIBLE PAVEMENT NOT TO SCALE 1" ACSC TYPE SF9.5A ASPHALT 8" CABC- COMPACTED SUBGRADE LIGHT DUTY RIGID PAVEMENT NOT TO SCALE 4,000 PSI CONC. 0 28 DAYS 6" THICK •"' 8" CABC SUBGRADE NOTES: 1. ON HEAVY DUTY RIGID PAVEMENT, STONE MAY BE OMITTED 0 THE OWNER'S DISCRETION, PENDING SATISFACTORY SOIL TESTING RESULTS. N CAROM 026970 Uz ��y•.FyCINEEK 0 L. CVFZ�,P�07/30/08 BEFORE YOU DIG CALL TOLL FREE 1 800 632 4949 NORTH CAROLINA ONE -CALL CENTER AP'PROv '.0 h ` 1).AR": NA EN'.4�'sDNME'NTAL MANAGEMENT CCWMIca610N tAVSSiON OF WATf"R WAL5TY El' O1 m � I I ■ 10 z 0 5. xco =0 z aua.� H wW z1- Q N W zv wz W NW J Z o vx, a �z (n V ��� Z N O NNE W DO (X) _N_ MW71 rr^^ W z J 0QO U " 0 0 o ^ N � m U J02 xNx �ww Mow Cv-o1 � w I�' Q/I r7 a N N<N Qco / Z ry Z/OJ . MJ Q /Q� V diJ DI RcP TOP 25 98, INV 22.88• /oo ' 1p Q / / / I I o coZZI I oo N nl / /IDIIII 25.31' IN 23,26' / CB / TC 26.51 / INV 22.61' / / / / JIMMIE MORRIS DB 2371 PG 14 TAX ID: 1-045-10001 d � n O! S70`�32g o 185 OD' r !1 FFE = 27.46' K' CRAVEN DEVELOPMENT GROUP DB 2370 PG 1/ n� TAX ID: 1-045-100100 00 V ? g8 `C k 22. �3' 2¢„RCP D 8000 /N o c /v� " /IO FOODLION O I �B D(/r _ /0 X 2 /� FFE = 26.94' TOP e 26.05; / rn \ I 22.55 DI � Q g8z>'� TOP 26.18' Q�/ ;` m INV 22.33' DI Q TOP 26.19' INV 22.14 o �ate I N 0 / III (-o O U uj �� �"' i ' Z� i� 111 Ln 0 / VANCEBORO ASSOCIATES- / I OODLION, LL W DB 2095 PG 1 DB 2 26 PG 0011 TAX ID: 1-045-03L / / w 'I I N 1-045-8000 � z co� I i / r ui r" t / / I 1 � i I, U N V Z �\ _:2 0_ li 0 i z - 76� TI z co z q W -- - --�-- -- -- �`e-E — INV2' I �Z N25°00'03"W 33 .57' Pv28°05 18 W Q ��—Li uj z> s, CB Q — �1�RCP --------------- �a L ' _1V 21.39v a m _ a N 18" RCP 241.54. / I DI TOP 25 W �� —�� -- Nr. 1 • f — ,,� C• .... / ,��j • p.C��fES z— oXm 26.73 _ _ _ _ - - - --- _ BEFORE BEFORE YOU DIG CALL TOLL FREE 9•�� Q OHP r , a�� INV 21.4' _________ __ _= _ _ --OHP o AL _ V N OHP OHP _ 026970 : OHP OHP o — o`•, — '�, V�INE�Q:y����•` m �■ o n — — — 07/30/08 _ z J I(1 � � W SCALE: 1" = 30' M N � NORTH CAROLINA ONE -CALL CENTER 0 30 60 75 90 C-o 1 DEMOLITION LEGEND X CURB & GUTTER DEMOLITION NOTE: 1. ALL SANITARY SEWER CLEAN -OUTS IN PAVEMENT AREAS SHALL BE TRAFFIC -RATED. 2.THE BACKFLOW PREVENTOR SHALL BE WILKINS MODEL #975XL, 2" AND 1" FOR DOMESTIC WATER SERVICE AND IRRIGATION RESPECTIVELY, OR APPROVED EQUAL. THE ABOVE GROUND ENCLOSURE SHALL BE WATERSAFE MODEL #WS-1S OR APPROVED EQUAL. , \ Y Z 24j �4 V 7 ?/ , ('° ,. J if }_. rr I'f-;� � ..- - ___ i N a r + — fr, Z - tr l i o c r t C TIE TO �� 0" EX: I I TIE TO r r > `, i 84 �`.' r�' •!j EX. (TYP.) 1 0 1 , 23,t: METER , 1} t LEC h � �" SERVICE I �r i 1 , f / FHA ^ f f r RVIC j » 1 l 1• r TIE TO � EX. ro s TIE TO 26.5 R 2 METER _ �� tl irk j' �� a o�coLEANr� " ' IRRIGATION BACKFLO • �, 5 hi PREVENTOR (SEE NOTE #1) 5 8" DIP ,. ;/ ✓< - --.: f WATERLINE I I 2" BACKFLOW PREVENTOR (SEE NOTE 1 23 1 iili/ �l /r 16.5'R ( 1�) DEMO EXIST. yr , _a 26.5' g 6"x6"xb i ,�� TIE EX. EX. rIj I TAPPING SLEEVE' FHA & .VALVE' •° rSS H ERV1C 26.5'R NDUIT r / . VU ,1 TELEPHONE - TIE To r EX® ® 'SERVICE DUMPSTER PAD I I ILE $,-:x., ts. 24' 7 25 'I 1 �, . W/HOT & COLD DRAIN ` KLN 120/20 C&G D MPSTERS `I 4, , . _ ". BLOCK WN 8- 1 ;CONDU R w 1; t BLOCK &BRICK ,, : t � . � ,.' :. �- �, 3 PHASE m � 2 REVERSE ?s SCREENING . TAP SEE NOT HIGH SC ^' ' . . � ;-: , 4 .. =���n. 600 AMPS o � � ( E #2) TO MATCH BLDG z TRADE`WILC., ELEC. SERVICE n J 500 GALLON -- � - _ I J r'f7 tti ft.j !F fii, I J, �7 t i t/ N k: IF .a HEAVY DUT GREASE T AD MOUNTED „ ,•FLEXIBLE, INTERCEPTOR SEE NOTE TRANSFORMER •� ,, r„ HEAVY D PA MENT C 0 of •. C NFlRMATION F MENi 1, . ) 0.0. th , C.O. 40.2' 1,. 4" PVC SS 60' Ek. y J BOJANG ', MIN.„1R SLOPE ROW / 84,374 5F 12ADE .WILCD RCEL ' 11 9,85,. _ 70 1, ' 1, V C.O. ' 25' `AREA LIGHT"' 9� L *.: , s, 302'R 16.5'R _ W/2'.,DIA POLE t I MENU J '�M �, ��>> P O 9 '� - _ , BASE 400W DBL BO H.Q T — — k (TYP.) j LCO v HEAD METAL HALIDE �PAD LOADING ��� € 4 3,1 SF IRADE/WILCO ~ (NP) AREA 24" - t e 6' H C SIGNS LIGHT DUTY 1 ' 1,500 GALL — &G 6 GREASE — FLEXIBLE WATER # C �.5'Rco 5 R ■ ONUBLDG. PAVEMENT, 4" PVC S // �. SERVICE T0. (TYP.) DUMPSTER / ' 4" PVC C 4" WHITE PAINT 11.5' NOTE 1 11 SPACE SEE 10"■CONC.� ■g H/C ' C ® 9.0' �PVMT 1" WATER • l ; r GF5 H/C SIGNS SERVICE TO PLANTER 1 EELSTOP 8' DIESEL�� ) - PARK , PUMP ISLANDS 12 g0 co H.C. SIGN 3 CANOI - H Cuj VAN ACCES. IVAlm ACCES. INSTALL CURB 4 is gar � ' X � H C SIGNS FLUSH 1 _ ' 'o DEMO EXIST. PLANTER O 9.OACES N 18 5'�* r i x C&G (55LF+/-) a�tirt or�mTOr a "� H/C RAMP C� CANOPY X 12 30 1 1 a •` s t (TYP.) - 20 26 � PROP ,� — -' BOJANGLES' # 5'R z ■ s s s • TIE TO r 1 I I EX. TYP. t 3,847 SF - WHEELSTOP ' •r ( ) 1 r etuc. Hoer-zo' t . . ■ 6.5'R > HEAVYtDUTY ) /6" CO. NCA110 PVMT(TYP.) PARK PLANTER IBLE 8 ca.19 �1 EDESTRIAN PAVEMENT -• CONDUIT I r T g. RAMP POLE WR ( g' C I yi ! f (TYP.) PpROPOSED 4.5'R SUBDIVI OPER0. ' e TRADE/WILCO I 1 ■ i r = t8 LIGHT DUTY I o 19.SR 15'R HEAVY DUTY 10" CONC. O SIDEWALK PAVEMENT �1, FLEXIBLE ,, tE, F� #• i N j FLEXIBLE PAVEMENT t � N � � I I � 48.5'R 5•R 4" WHIT E PAINT I I wv J 1 S CE I are _ I o ~ �24 9. /2�4 _ UG > N 3 — — TANK — -- a �. • , , .'� • .' � �25` AREA LIGHT T , he EX. PROPERTY" W/2' DIA POLE W J • LINE ssz , `� ui 20 HEABASD METALHALIDE(TYP F. _. a ` 1 1 t { . � ._ #+�£ !r: . k i rµ 43v X 4 \, 2 G f _.-__..-.. - - .. .- z E TIE TO r 6 5 R r )( X �( X� R EX.- X X X ,X,X-X X,: X X X X 0 -- 1 X X X X)( 50' TAPER __ - ' 100' STORAGE - o W 0 26.5 R EPLACE EXIST. TOP t DEMO EXIST. W/MH TOP y. ,r z,, _ -- W °' m , C&G (250LF+/-) _._. _ rq _-- ' -_ - - ri 1 I I ' w�J fn a < i E 026970 ���Oy•.FyDINEE�'�� `•`` ul O moz =N= 07/30/08 n now SCALE: 1° = 30' 0 30 60 75 90 DRAINAGE LEGEND PROPOSED STORM DRAIN LINE 0 PROPOSED CURB INLET (CI) FM PROPOSED 2'x3' INLET PROPOSED FLARED END SECTION (FES) EXISTING CONTOUR 178 PROPOSED CONTOUR 2a.so PROPOSED SPOT ELEVATION SPILL UP Y; fl ! !t �!r ( - 1 '4 ' r — r x ;if, �,. 'TIE TO EXIST. (TYP.) ' r r T71--7 I - -J 28.95 28.25 28.95 PROPOSED BUILDING (SEE ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS) i PROP. BOJANGLES' i 3.847 SF f � r r 1 i JIMMIE MORRIS DB 2371 PO 14 TAXID: 1-045-10001 !' % r' lv ( J 1 PIT ) i r f ! Ff r. \SEE � SHEET C-04 " CRAVEN � FOR CONTINUATION DEVELOPMENT GROUP ! � ,:I ,. .i� DB 2370 Pr 1042 � � ..._ ..,... TAX NX 1-045-10000 l; ! - r _ � ( FIFE 26.94 TIETO (I EXIST. (TYP.) f).'.IJ rl ;r 83 27.00 _ 5 - _ r a. II -r. D1 26 19 127 L �, 00.75%rC� �1 52 LF 15" RCP��..' I ' q3 4 �/� Lu O 0.227. f " - -1, 393 LF 24" RCP 12X 26 5 195 LF ' O 0.22% 170 LF 18" RCP 1 O 0.15% 27 27.77 :32 VAN A (�g cR 1 27.48 N C 26.69 26.80 6 LF 15" RCP,,-� 26.32� 1 0.22% 26.49 26.7 PROPOSED BUILDING (SEE ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS) PROP. TRADE/WILCO 3,150 SF FFE-27.75 PROPOSED BUILDING 27.00 9 0 64 1� 18" O 1. 0% LF 15" 0.22% 7 0 0 0 27.00 I I ----------- _ ,. r mrn I� NO '110 V/ S J Q f p 026970 r n m U 'i�%9�••'};GINEE•' y `ems V / 00z P L CVR� �m a 1 111111►\\ F W 1 RI 07/30/08 MN� SCALE: 1 " = 30' i 0 30 60 75 90 1 =03 r 15' WIDE 01� CLASS A RIPRAP EMERGENCY SPILLWAY m MAX. C/L ELEV. 22.70 n. - Z 35' L x 2" WIDE CM RETAINING PDROPi SED j�a_ `y y y ` \ O�� WALL 6.0'H W/TIMBER CAP (W/3' G,Q� SUBMIT SHOP DRAWINGS OF WALL DETAIL FOR APPROVAL BY - - t ENGINEER. TIE To EXIST. o � , - PROPOSED ft �`9 \N �� y DITCH p� �G O \� �► y \ G�'O C fD(IST. o°cg` 2��Tc r / � 12 moo-`SWM CONC. HEADWALL SE OUTLET STRUCTUREDUAL 8" PVC D AIL, THIS SHEETINV. OUT 20.62 '�86 LF 24''(�CP N° y / W x 6'L o 0.12% =`o iF LASS A RIPRAP OUTLET PROTECTION 24- RCPr `INV. OUT - 0 - m,ojp0 rn.dO �LEV 19?4J o 22 76 LF '' � r DUAL 8" PVC SO 0.30% 21 : 44 O0 ^- �. 0� N NZlcl / PROPOSED _ �o �� � N� N 2.g1 � \DITCH 108i �Z��C,T 1 r . ( oZoNQ -� 2�22r No 1-0 ��F cc x -_16 Sf l -r / o0 00 2S 81 oQ`:Ov _N 0?.'�� 2:1 �� „�Q��'_;_.c��tMAX _ N o� NQ EL. 17.00 op --- IjogRCP' - N'r�'O 0.5OX 14EXIST. 15' IST. 10' DRAINAGE UTILITY EASEMENTEASEMENT � , r Ji F F- 27,46' EL. 22.90 EL. 22.903:1MAXEL. 21.50 DITCH BOTTOM APPROX. 20.75 1 C-04 WEIR ELEV 2050.DUAL 8" PVC'S FOREBAY ;� 2.1 3:1-/ MAIN BASIN MAX MAX EL. 16.00 BOTTOM OF STRUCTURE EL. 15.00 T 1' SEDIMENT ELEV.=17.50 STORAGE 2 C-04 PROPOSED POND PROFILE LOOKING EAST SCALE: N.T.S. rf ��` l% NOTE: ALL PONDS TO BE PUMPED DOWN W/PORTABLE ` If if �`r' ! ��', It PUMP DURING MAINTENANCE AND REPAIR. tj r s 7C, rl 7 I PLANTINGS: tr Oyl r 1 l /r,_m t �� i�j �r /lf ,% �� i Shallow Water Planting, (those in the first 5' measured horizontal) it pond from the Permanent Pool Elevation I y tt li/i r boundary) shall consist of Emergent Plants with no more than j 13 1��Qfit` 33% of any one of the following: '1j - Zizaneopsis miliacea (Water Millet) � " ,+' I i1 - Cladium jamaicense (Sawgrass) 09 NQ r ( %`t - Le tochloo forsicularis (Salt-Meadowgrass) rl P ( 9 ) v a / ( }Air ( - Juncus effusus (Softrush) i� 16.f a2AI�'� ��,_ ;. `�` _ � f1. Shallow Land Plantings (those in the first 5' measured � 22.14 O V, l 1 1 tally out of the �� horizon and from the Permanent Pool r Elevation boundary) shall, per 200 sq. ft., consist of: ( r �� rya hm <Eth� r I! P (, r': 2 ,� - • 6 herbaceous )ants of at least 4-inch container FobN '01 ill i 1aB - 1 ! ;I lire r if -t r , ' [ r - { f J !if -- j 111r t j r � _ .�....� , if , if i - _ i! r , IV(,, 1 a rt wl no more an " o any one o e o owing. - Crinum erubescens (Swamp Lily) Hymenocallis eulae (Spider Lily) j- Hibiscus grandiflorus (Velvet Mallow) - Asclepias incarnate (Swamp Milkweed) I i • 4 shrubs of at least 1-gallon container with no more than 33% of any one of the following: - Alnus serulato (Hazel Alder) - Vaccinium crassifolium (Creeping Blueberry) - Sambucus canadensis (Elderberry) - Corpus amomum (Silky Dogwood) y • 1 tree of at least 2.5" dbh bare -root or balled and burlapped material from the following: - Betula nigra (River Birch) - Nyssa aquatica (Water Tupelo) i - Taxodium distichum (Bald Cypress) Note: See Erosion Control Narrative on Sheet D-03 for seeding schedule POND PLANTING NOTES SCALE: N.T.S. 4" PVC SCi TYPE PLUG TIE TO EXIST.ELEV.=25.00 10' TYP. 2:1 TEMP. POOL ELEV.=21.68 3:1 MAX 5' MAX PERM. POOL ELEV.=21.00 MAX BYPASS DITCH ON TOP SHELF EAST SIDE 5' MIN. DEPTH ELEV.=21.50 2' BASE 2:1 SIDES 3:1 f 0:1 VEGETATED BOTTOM ELEV. MAX 3:1 SHELF APPROX. 21.00 EL. 16.00 MAX OTTOM SHELF 1' SEDIMENT ELEV.=20.50 EL. 15.00 _� STORAGE PROPOSED POND SECTION LOOKING NORTH SCALE: N.T.S. TIE TO EXIST. TOPs22.70 4' ELEV. OUTLET STRUCTURE EL. 22.90 - - - SEE DETAIL, THIS SHEET ONC. HEADWALL TEMP. POOL ELEV.=21.68 2:1 2:1 MAX MAX PERM. POOL ELEV.=21.00 BYPASS DITCH ON SOUTH SIDE 2' BASE 2:1 SIDES BOTTOM ELEV. APPROX. 20.50 -NCDOT STD. 840.14 DROP INLET TOP=22.70 2'x3' FRAME & GRATE W/TRASH RACK MAX 6" OPENINGS 4" PVC TEE DUAL 8' PVC 'OOL 21.00 �HV.=20.85 4" PVC CAP W/2" HOLE BOTTOM OF CAP ELEV.=20.00 OWABLE CONC. FILL 2,000 PSI MIN. d,. ' BOTTOM OF STRUCTURE ELEV.=17.00 4 OUTLET STRUCTURE DETAIL �C_04) SCALE: N.T.S. tN CARP'? 026970 U 1• 07/30/08 SCALE: 1" = 30' 0 30 60 75 90 0 z W o r< Ow O LU Z J Qft 1 Z1,, O- W _ Z 0 lftwftW O OC Ui to J O Q 00n� rn I ,n io Z z �XO Z a t1 0 HI W Z� Q N W Z V wZ W W J Z oa Z o � Z NOS I NQ WW N.M W Z� J X U a<O 0 F 0 o� � N m V J0 N =N= <Fw MN< C-04 I LIMITS OF DISTURBED AREA CONSTRUCTION ENTRANCE TEMP. SEDIMENT TRAP SILT FENCE BLOCK & GRAVEL INLET PROTECTION TEMPORARY DIVERSION DITCH ROCK CHECK DAM 27 DRAINAGE STRUCTURE TEMP. SEDIMENT TRAP SCHEDULE TRAP # I TYPE I L'xW'xD' WEIR LENGTH MIN. AREA ACTUAL AREA I 1 1 TEMP. TRAP I 85'x42.5'x3.5' MIN. 10' 3,542 SF 3,650 SF NOTE: 1. EXCAVATED MATERIAL SHALL BE WASTED ON —SITE. LIMITS OF' DISTURBANCE "�s .lv -- --------- li k, d it INSTALL TEMP. STRAW --- ------ - MATTING TO STABILIZE NEW DITCH ROCK CHECK DAM (TYP.) LIMITS OF DISTURBANCE ! !bl i, f SILT FENCE (TYP r VANCEBORO ASSOCIATES r le / I DR 20145 Pr 1 19 P� . 14 07/30/08 Riv i SCALE: 1 40' 0 40 80 100 120 0 Z w% 0 cit 0 cc Mai VO O O O VAW� co p� O � Q cri Lu uj Z W cn C) ca 00 to NaN Z ass Z) 0 z 00 w � <> LLJ Z 20� LuV) z 0 m 00 z 0 z Lu V) z0:71-n u 0 0 (3 V) C=051 PROPERTY FIRE HYDRANT, PUMPER NOZZLE LINE Q D TO FACE STREET NOTE: FOR HYDRANT INSTALLATION ON EXISTING MAIN, USE TAPPING SLEEVE o AND VALVE PER STD. No. 5,12 O HYDRANT GENERAL CONSTRUCTION NOTES FIRE HYDRANTS HYDRANT SHALL BE AWWA C502, DRY BARRELL, DRY BONNET, THREE-WAY HYDRANT WITH 3' 6' MIN. BURY, 4 1/2' MIN. MAIN VALVE OPENING, 4 1/2' PUMPER NOZZLE, TWO EACH STANDARD VALVE BOX PER STD. NO. 5.9 ��////� ROADWAY f I RIGHT OF WAY VARIES IP/FLMED CDNNEC;: NO.(54Z3 w. 1542 P. ORNECTORNO.QUAL OR APPROVED EWu2 � x z ¢ VALVE BOX PER s STD. NO. 5.9 1/2' HOZE NOZZLES, REPLACEABLE BRONZE NOZZLES WITH NATIONAL STANDARD THREADS, BREAK -AWAY TRAFFIC FEATURE, AND BRONZE ON BRONZE SEAT RINGS. HYDRANT SHALL HAVE PENTAGON SHAPED (5 SIDE➢) OPERATING NUT AND SHALL OPEN TURNING LEFTI (COUNTER -CLOCKWISE.) 4' MAXZO METER FROM CITY ONLY FINISHED GRADEf �\ I N SIDEWALK LINEZ 10 CU. FT. MIN.°'6' AWWA CS09 STONE VALVE W/ COMPACTED BACKFILL MJ CONNECTIONS (TAMPED IN 6' LIFTS)SERVICE MANUFACTURERS: AMERICAN DARLING MK-73-1dPAVEMENTMUELLER CENTURION A421 GUARDIAN WATEROUS TREND 100RED PAINT: CHAINS SHALL HE REMOVED, AND HYDRANT SHALL BE PAINTED WITH RUSTOLEUM #964CRUSHED FEDERAL SAFETY RED. NOZZLE CAPS AND BONNET SHALL ALSO RECEIVE A COAT OF ALERT SERIES 1440 SILVER WHITE AS MANUFACTURED BY FERRO,INC. vBURY BRASS OROPPER NIPPLE " .' - °':;: : ' .• e..,°° °: '°:.° '' `PETER ErnKENNEDY BRASS CLAMPING DEVICE -GATE IxCLUDED IN METER BOX ASSEMBLY. 3/4' 0 1- TYPE X, COPPER PIPE PER ASTM B-AB MIAIN NOESOIL/GREASE: 4�� 6' DIP BRANCH PIPE (5' MIN.) ' M N •r .. v - 1� 3/4' BRIDLE ROD & TIE BOLT CONC, SETTIN7G SLAB 1 -0• J EACH SIDE W/TWO COATS OF 11-3' X I'-3 X 4' THICK CONCRETE BITUMINOUS COATING THRUST BLOCK CONC. THRUST BLOCKING STABLE, WELL- OMPACTED SUBGRADE HYDRANT SHALL BE OILED OR GREASED AS RECOMMENDED BY MANUFACTURER AFTER INSTALLATION. RESTRAINT: ALL INSTALLATIONS SHALL HAVE CLASS A CONCRETE BLOCKING PLACED BEHIND BOTH TEE AND HYDRANT. EN LIEU OF THREADED BRIDLE RODS, APPROVED GRIP RING OR LOCKING FLANGE CONNECTIONS MAY BE USED. BOTH GRIP RINGS AND LOCKING FLANGES SHALL BE U.L. LISTED AND F.M. APPROVED WITH A RATED WORKING PRESSURE OF NOT LESS THAN 350 PSI WITH A MIN. SAFETY FACTOR OF 2:1. LOCKING FLANGE CONNECTIONS SHALL ONLY BE PERMITTED WHERE PROPER PLACEMENT AND GRADE ADJUSTMENT CAN BE PROVIDED. °° 2' IRON BODY, CONCRETE BLOCKING BRONZE MOUNT GATE VALVE THRUST COLLAR RED BRASS OR PER STD. NO. 5.20SET IN MIDDLE OF COPPER NIPPLE FULL JOINT (18-F RED BRASS OR 2' X 12' COPPER NIPPLE 2' X 12' MECHANICAL JOINT TAPPED PLUG cw9g sTpp-)ARI.aBOXASSEMBLYFT. CRUSTED STWE ARDJND BASE NOTES. I. METER BOXES ARE TO PLACED IN TURFED AREAS. COU. STOP BY MUELLER 2. ALL METERS SHALL READ IN CUBIC FEET. MD. M-13175 OR MAnS Sow 3. METERS SHALL BE PURCHASED FROM CITY OF ROCKY MOUNT ONLY. 4. ALL CORPORATION STOPS, CURB STOPS, END CONNECTORS, ETC. SHALL DIRECT TM ON 4• DIAMETER DR BE SOLID BRASS MANUFACTURED IN ACCORDANCE WITH AWWA CB00. LANCER DIP ce CIP rwlxs dtY. 5. STANDING IN STREET FACING MOUSE, WATER METERS ALL OTTER TAPS SMALL BE MADE ARE TO BE LOCATED 3' RIGHT OF SEWER STACK. - WITH MID BRASS, TWO OR TWEE S. METER BOX SHALL BE FORD CRESCENT BOX (MODEL CMII-233 FOR PIECE SERVICE SADDLES CUPLYING 5/8' X 3/4. OR CBIII-444 FOR 1') AS MANUFACTURED BY FORD METER WITH AWWA CBOD BOX CO. OR AN APPROVED EQUAL MODEL. HYDRANT INSTALLATION (SHEET 1 OF 2) HYDRANT CONSTRUCTION NOTES (SHEET 2 OF 2) STANDARD 2" BLOW OFF DETAIL 5/8" x 3/4" & 1" WATER SERVICE REVISIONS APPROV _PVED 51 REVISIONS TD. 5.2 REVISIONS 5.4 R VISIONS p - STD. NO. ss UATF.E oa o7-00 1 I N 04-07-00 REV1310 _ - - A 2-19-01 I N TOP WITH READER LID PLAN VIEW (TOP REMOVED) r• I I I I I I c I I m e '�y m C____ :ARID -7 WATER C� I tl I I I I I I rA l.d A E4'x 36' POLYMER CONCRETE TOP WITH SKID RESISTANT 1 1/2' OR 2' TYPE K SOFT COPPER SURFACE, STAINLESS STEEL 3'x5' MOUSE LIFT PINS, & SELF CLOSING SECTION A -A HOLE EACH ENO 6' x 9' READER LID 2' IRON BODY, BRONZE MOUNTED B. 4, GATE VALVE WITH BOX & SHOULDER SLAB PER STD. NO, 5,9 30'MIN. TAPPING SADDLE PER T-14.15.4 6'MIN. #57 STONE L 2' TYPE K SOFT COPPER NOTES BY-PASS WITH LOCKABLE BALL VALVE 1. METER ONLY SHALL BE PURCHASED FROM 3. METER SETTER SHALL BE MANUFACTURED BY FORD METER CO THE CITY OF ROCKY MOUNT DR AN APROVEO EQUAL AND SHALL BE AS FOLLOWS: 2. VAULT TIP L FRAME SHALL BE MADE OF 11,000 PSI FIBER L POLYMER REINFORCED CONCRETE. VAULT METER SIZE METER TYPE SETTER MODEL NO. SHALL HAVE MIN. DIMENSIONS OF 24' WISE X 36' t 1/2' DISK VV76-lBB-I1-66 LONG X 30' DEEP L SHALL BE MODEL R WAO0-2436-3DC 2' DISK VV77-I83-11-77 BY CDR SYSTEMS CORP., QUAZITE MODEL R PM436BB30 BY STRONGWELL, INC., OR AN APPROVED EQUAL STANDARD WATER METER VAULT (1 1/2" & 2') R N _aim NOTE: MECHANICAL JOINT TAPPING SLEEVES SHALL HAVE A WORKING PRESSURE OF NOT LESS THAN 200 PSI HAVING RIGID CAST DUCTILE IRON BODY SUITABLE FOR INSTALLATION ON BOTH DUCTILE IRON PIPE AND CAST IRON PIPE WITH OUTLET FLANGES PER ANSI/AWWA C110/A21.10 SPECIFICATIONS. THE VALVE SHALL BE MANUFACTURED TO AWWA SPECIFICATION CLASS 350, OPEN LEFT. ' WtLAN SOLID CONCRETE OR BRICK BLOCKING SHALL BE USED AS FOOTING FOR DUCTILE IRON PIPE NOTES 1. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS. 2. SEE STANDARD THRUST BLOCK TABLES, FOR AREA OF CONCRETE REQUIRED. 3. 2500 PSI CONCRETE CLASS B REQUIRED. 4. TAPPING SLEEVE & VALVE SHALL BE BOLTED IN PLACE & PRESSURE TESTED PRIOR TO TAPPING OF EXISTING MAIN. SECTION 2500 P.S.I, CONCRETE CLASS B REQUIRED %%% TAPPING / SLEEVE VALVE EXISTING O O MPIN I TAPPING SLEEVE & VALVE L m N- 3 x z W PLAN A [LSL:FTifY4i tE:YY�Y:Y rE(�FR:�fQ1i�Y F1EiEiSi t'-Y� <fi:I� �9 [F{81I--YILaE$��fD1��Q9, fF�3FA3F-ice!`-1�Y•<Mii�IfUy. 1T-93T-971a f P.WlFY ELi:4rvF� r EF" Fy0>a BBTLr.� BtYV Il9.Tf9.Tf F:�FXi• W,0111lY7�FY➢f 0Y1iFFA F5MIF FFSnM�MFFVM TRENCHING & BLOCKING OF TEES Fl:Y3--0M:Y{i��Y{i!'i01��y4i rzM•FZMr.M�F��I�7iEX9. rzM•Fzur7aE.yI���� r1M:rzu:My r3IiF-EY%-fil� BBBy�ir�3i�Yti' NAME! F �m w�® ��•� ��® Fr'ZKv:II3011111e1111111141ia11M FLE#IdEF{I�l�7�t=A�t1Y➢ FT mrvwmp7lm� 5/16' -5/I6' I _6 5/16'---{ N N III I N 7/16. H-4 5/8'--I �7/16' NOTE- 1. VALVE BOX SHALL BE TELESCOPIC WITH SCREW TYPE ADJUSTMENT. • -----1------ 2. VALVE BOX SHALL BE CAST FROM ASTM A-48, CLASS 30 IRON & SHALL \ N BE FULLY BITUMINOUS COATED FOR N\, DIRECT BURIAL. 3 VALVE BOX X-TE-3B AS HBYLDEWEYBE BBROTHERS, MANUFACTURED N 3/8' I N INC. OF GOLDSBORO, NC OR APPROVED \ EQUAL. 4. FOR INSTALLATION DETAILS, SEE STD. N0. 5.10. STANDARD VALVE BOX 3/4' ALL -THREAD STEEL ROD (CUT TO TEE LENGTH) V DIP NIPPLE • • THRUST BLOCKING PER MECH. JOINT CONNECTIONS STD, NO, 5.19 GENERAL NOTES 1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE COATED WITH 2 COATS OF BITUMINOUS BASE PAINT. 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS. 3, 2500 PSI CONCRETE CLASS B REQUIRED. GATE VALVE ROD REQUIREMENTS BRANCH SIZE NO. OF RODS 4" 2 EA. 8" 2 EA. B" 4 EA. 12" 4 EA. 16" 6 EA. 20" 0 EA. 24" 6 EA, RESTRAINED TEE & VALVE FOR BRANCH LINES PLAN 2 EA. C.I. FRAME & COVER PER STD. DWG. NO, 4.6 SECURED WITH MORTAR r ------ 1 Fc II II II J L______J 4'-3- 6' 4'-3' 5.13 FLOW / `._. ''2, MIN 4 3' 31T ELEVATION °, MIN b` a ?X 12' 12, 6'I NOTE, FOR GENERAL CONSTRUCTION NOTES, REFER TO STD. NO. 4.18. 6' MIN. CLEAN WASHED WELL COMPACTED SUBGRADE STONE BEDDING (95% MIN. STAND PROCTOR) (NCDOT #57 OR EQUAL) OIL/GREASE INTERCEPTER (1000 GALLON & LARGER CAPACITY) 4.17 30-03 1- STANDARD VALVE BOX BOTTOM SECTION APPROVED METHOD FOR EXTENSION OF VALVE BOX STANDARD VALVE BOX TOP SECTION jL USE 5' HEAVY WEIGHT STAB -IN SOIL CAST IRON SOIL PIPE PIPE CASKET FOR EXTENSIONS NOTE: EXTENSION OF VALVE BOX USING STRAIGHT PIPE SHALL ONLY BE PERMITTED TO A DEPTH OF SIX (6') FEET. FOR DEEPER VALVE INSTALLATIONS, STEM AND OPERATING NUT EXTENSIONS MUST ALSO BE PROVIDED. OUTSIDE PAVEMEHdT IN T 7 TAMPED BACKFILL CLASS A v-v S ALLA ION v CONCRETE -O ° v v - VALVE BOX NOT ° ¢ 6' MIN, o TO CONTACT v o o°O� MAIN NOR VALVE THICKNESS I ° v ov T IN PAVEMENT INSTALLATION W. MAIN VALVE V. MAIN WATER 2) i a v 1 SHOULDER SLAB STABLE WELL COMPACTED SUBGRADE J VALVE BOX INSTALLATION DETAILS 5.10 ATIE REVISK )7-00 UNDERGROUND CLAMPS AS - UFACT BY STELLAR CORP. OR EOUAL SIZED APPROPRIATE ID E. CLAMPS BOLTED TOO STEEL ROBS. PVC PIPE PVC PIPE 3/4' THREADED STEEL RODS , ' USE 2500 PSI CONCRETE IN .M. FOOTINGS �L e •' 5' 3' 3' T 1. RODS SHOULD EXTEND TO TOP OF PIPE CROWN 3. COAT EXPOSED STEEL RODS 2. X A Y MUST EQUAL THE SQUARE FOOTAGE OF AND CLAMPS WITH THE AREA AS SHOWN IN TILE TABLE BELOW. BITUMINOUS BASE PAINT. BEARING SURFACE AREA FOR VALVE FOOTINGS ITHIS TO BE PVC SEWE FORCE MAINSRORI PRIVATE WSATER ED OSERVICE ONLY. LEY DUE, amrmT MI VALVE FOOTING GENERAL NOTES: 1. "INTO RC60 CONCRETE SECTIONS BRALL BE MANUFACTURED IN ACCORDANCE WITH ACT 015. LATEST EDITION AND SHAH SAYE 00 EST YN. TENSILE STRENGTH REINFORCING STEEL AND 4,GOD PSI MEN. COIITMSSIVE STRENGTH CONCRETE. 2. ALL PRECAST CONCRETE MANHOLES SRAU BE MANUTACTURED HJ ACCORDANCE WITH AM C 470. LATEST MMON. 3. ALE PRECAST CONCRETE VAULTS SHALL BE MANUFACTURED IN ACCORDANCE WITB ASTM C 057. USEFI EDmoN. 4. ALL HASHOLES, VAULTS, AND CASTINGS EXPOSED TO VEHICULAR TRAFFIC SHALL BE DESIGNED TO WTTH31'AND AASNTO H-ILO LOADINGS. 5. JOIMO BETWEEN PRECAST CONCRETE SECTIONS SIT= BE SEALED WATERTIGHT USING ROVER O-RING GAMETE CONFORMING TO ASTM C 443 OR BUTYL RESIN CONFORMING WITH AASHTO M 195. S. A YNDBUM OF SIX (S") INCHES OF CLEAN, WASHED, GRADED STONE MIX SUCH 157 OR #07 SRAU BE PROVIDED FOR SETTING AND LEVELING PRECAST SECTIONS. 7. ALL COUGMCW, FOOD HANDLING ESTABUSHIIRMS SHALL BE REQUIRED TO RAVE AN OQ./GSWASE INTERCEPTOR ON SITE. THE INT8RC6P1.OR SMALL NoT BE PLACED WITHIN PUBLIC MGM OF WAY OR EASEMENTS. 0. THE SOLUTION) CAPACITY FOR OTL/GRRASE RJTERCEPTORS SBALI. BE BASED ON TWENTY GALLONS PER RESTAURANT BEAT. BUT SMALL NET BE LESS THAN A MINIMUM OF FIVE HUNDRED (5 0) GALLONS. MISSILE ON -SIZE FOOD PREPARATION OR DISH WASHING OCCUR, A MINHLUM OF ONE THOUSAND (1000) GALLONS OF CMACM SEAIL BE PROVIDED. ADDITIONAL FLOW AND STORAGE CAPACITY MAY BE REQUIRED WHERE A SUBSTANTIAL PORTION OF THE FOOD PREPARED IS NOT CONSUL® ON SITE (I.E.: DRIB-TMQUGH.' "TAXII-OUT,' OR DELIVERY SERVICES.) NOTES FOR OIL/GREASE INTERCEPTORS I THRUST) COLLAR F-- 5' MIN -y �-- 5' MIN -- "'" CONCRETE THRUST BLOCK #y?. AT ALL 45 DEG. BENDS 3/4' THREADED 1/4' STEEL PLATE STEEL RODS ROD REQUIREMENTS SIZE OF 45 DEG, BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED 6' 4,328 2 8' 7,694 2 12' 17,312 2 16' 30,779 4 20, 48,091 6 24' 69,252 8 1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE COATED WITH 2 COATS OF BITUMINOUS BASE PAINT. 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS. STANDARD VERTICAL BEND GRADE 3'6' MIN. ABOVE TOP OF PIPE J,. I / .aA SECTION 2500 P.S.I. CONCRETE CLASS B REQUIRED NOMINAL DIAMETER A B C TRENCH WIDTH 6' 1'4' 1'O' 1'2' 2'6' 8' 1'6' l'O' 1'4' 2'g• 12, 2'2' F ' 2'2' 310• 16' 3'0' 1'D- 2'B' 3'4' 20' 4'0' 1'6' 3'0' 3'8' 24' 5'0' 1 2'U' 3'6' 4'0' 0' 4'2' 4 - BEND & BLOCKING OF 450 BENDS NOTES- 1. MIN. GRADE FOR 4' SEWER SERVICE SHALL BE 1.0 % (1/8' PER FT.) RECOMMENDED MIN. GRADE SHALL BE 2.0 %. 2. DEPTH OF SERVICE AT PROPERTY LINE MUST BE SUFFICIENT TO PROVIDE AT LEAST MIN. GRADE TO BUSINESS OR DWELLING AND 12' MIN. COVER OVER SERVICE. 3. FOR NEW SUBDIVISIONS, CLEANGUT STACKS SHALL BE PLACED 3' TO THE LEFT OF THE WATER METER WHEN LOOKING FROM THE ROADWAY OR SEVER MAIN. 4. ALL SERVICES SHALL HAVE A CLEANGUT PLACED AT THE EASEMENT OR RIGHT OF WAY LINE. ALL CLEANOUTS I PLUGS. CAST IRON DOUBLE -HUB SHALL BE CAST IRON WITH BRASS CONNECTORS FROM MIN.) MAY BE USED TO TRANSITION FROM PVC SERVICE PIPE. 5. ALL PVC FITTINGS SHALL BE OF HEAVY WALL CONSTRUCTION (115 PSI MIN, PIPE STIFFNESS.) 6. ALL PIPE WITHIN RIGHTS OF WAY SHALL HAVE PUSH -ON JOINTS WITH ELASTOMERIC GASKET SEALS. 7. SIX INCH AND LARGER SERVICES SHALL CONNECT AT MANHOLES. PLAN 12' MIN. 18' MAX F 14 gy 4 4' 1/4 OR 1/8 BEND MONOLITHIC 'Y' W/ igg 1/4 BEND FITTING j q tl l' STUB W/PLUG 4' CAST IRON SOIL PIPE OR 4' DUCTILE IRON OR 4' PVC (SDR 23.5 OR SDR 26) MONOLITHIC 'Y' W/ 1/4 BEND FITTING HAND SHAPED, STABLE SUBGRADE SEWER MAIN EXCAVATED TO CONFORM TO P[PE STANDARD 4" SERVICE LATERAL . 5ccc;oe _t � 026970 ' 'OOyqSSi woo� "%YGI NEE'.y �%�` 07/30/08 GO O C) Z C3 rL 0 O Lu J O _ Q wftj Q Mai ■ _ ONE O ■ b Q o) � n� � � I B " a "0 N W) N N N vIN v W �J 0On 2x z Mao(D H z N _ I z Do LNBV a N W Z 2, OfZ W LIT J Z �IMWBI Z V N Z ODo 0 N O W N N GO N_ MOOCI _/ E / Y z m ::! Uj 0 U a�� O � (n x n U � ISSREo o ^ � N U Go Z J U�j z N x �Ww M N K D=01 (TYP. 0: 6'-0" O MIN%�l IVI\ 11V % I I v .i PLAN -18" #5 DOWEL ANCHORS ASPHALT SECTION WHEEL STOP SCALE: N.T.S. 1/ TOOLED EDGES 3/4" VARIES 1/4"/FT. & VARIES ; < °• ;; 3000 PSI CONC. EXP. JOINT FILLER W SEALANT 4" 3000 PSI. CONCRETE SIDEWALK EXPANSION JOINT (30' SPACING MAX.) NOTES: 1. CONCRETE SHALL BE 3,000 P.S.I. 2. CONTRACTION JOINTS SHALL BE SPACED AT 5' INTERVALS. 3. FINISH ALL CONCRETE WITH CURING COMPOUND. 4. INSTALL 1/2" JOINT FILLER AND SEALANT WHERE CONCRETE SIDEWALK ABUTS TO 24" CONC. CURB & GUTTER. 6 CONCRETE SIDEWALK D-O2 SCALE: N.T.S. 8'-4" HIGH BLOCK & BRICK SCREEN WALL (SEE ARCH PLANS) 6" CONCRETE TO BE 6" CONCRETE TO BE AIR -ENTRAINED AIR -ENTRAINED LOW SUMP 3,000 LOW SUMP 3,000 12" 6" PSI 0 28 DAYS g" PSI ® 28 DAYS 12F --- 5" 12[:l ----- 5„ R7-8 or R7-8a RESERVED PARKING GREEN 30" 24" GREEN — 00 BLUE ,� » WHITE SYMBOL 30 SPILL LIP 24 SPILL LIP NOT TO SCALE NOT TO SCALE WHITE BACKGROUND 6" CONCRETE TO BE 6" CONCRETE TO BE a MAXIMUM R7-8D c AIR -ENTRAINED AIR -ENTRAINED PENALTY I LOW SUMP 3,000 LOW SUMP 3,000 $25o VAN -ACCESSIBLE z 6" PSI 0 28 DAYS g" PSI 0 28 DAYS SIGN AT VAN 12 12 vAN SPACE ONLY w 7" :]7- > c CESSIBLE 30" 24" NOTE: HC SIGNS TO BE MOUNTED ON BLDG AT LOCATIONS SHOWN ON PLANS. 30" C&G 24" C&G NOT TO SCALE NOT TO SCALE o 3 R7-8 HANDICAP SIGN N NOTE: USE 30" CdcG WITHIN NCDOT RIGHT—OF—WAY D-02 SCALE: N.T.S. M 6" THICK CONC. DUMPSTER PAD - 4000 PSI CONC. 0 28 DAYS DUMPSTER PAD SCALE: N.T.S. 4" WF STRIP 2 D-02 CURB AND GUTTER SCALE: N.T.S. `CONCRETE SIDEWALK NOTE: WHEELCHAIR RAMPS TO BE INSTALLED AT ALL PAINTED H/C ACCESS STALLS ON THIS PROJECT. WHEELCHAIR RAMPS TO BE INSTALLED AT ALL CONC. SIDEWALK INTERSECTIONS. 12" WHITE STRIPE o Jam° 1ITE _ (TYP.) 9'-0" 9'-0" 8'-0" '8'_OI VAN - VAN PAINTED H/C ACCESS STALLS 4" WHITE ST31PE 7 90' HANDICAP STALLS - TYPICAL 8 D-02 SCALE: N.T.S. D-02 ASPHALT - PAVEMENT PAINT MOUND AND CONCRETE 24" DIA. CONC. ENCASEMENT (3000 PSI) 4 BOLLARD D-02 6" DIA. STEEL PIPE FILL W/3000 PSI CONCRETE. SCALE: N.T.S. ISLAND CONCRETE SLAB �o 0 0opa oop , 00 &D A �p p 0 0 0 0 O g o 0 • 8 0 0 0 ° o 00 0 0 0 O O O o 0 0— O 0 0 0 0 50 O 0 00 0 O o DO e 0 0 O Q0 p 0 pp a p a o p m p g`ovocp p o p°° pp0 6 O O o 4> O 000oo01 op0oo0g°o° $ 00 °O O ovyo u °O oe° o O o o °0p—II'/--�I o0 rl'll j12' 1— :D 12' COMPACTED— SUBGRADE SUBGRADE � 1_ 2:1 _a GUTTER a • ~e . 1/2" EXPANSION JOINT 5'-0"�I SECTION A -A A 1/2" EXP. JOINT ALL AROUND _ o N I A 24" CURB & 5' r 5' 5' - GUTTER NOTES: 1. THE WALKING SURFACE SHALL BE SLIP RESISTANT AND A CONTRASTING COLOR TO THE SIDEWALK. 2. WHEELCHAIR RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 3. CONCRETE SHALL HAVE A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE. 4. A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON THE DETAIL, THIS SHEET. 5 D-0 4" CRUSHED AGGREGATE BASE COURSE 6" CONCRETE/BITUMINOUS PAVEMENT I14TERFACE SCALE: N.T.S. \•/1 I r r I P I I • I P • \ A SCALE: N.T.S. N CAROM �to rl026970 �O� •. F,yC I NEE(;: ' • ��•�` 4�unup�`��,,. 07/30/08 EROSION AND SEDIMENTATION CONTROL NARRATIVE PROJECT DESCRIPTION The purpose of this project is for construction of streets and utilities for Bojangles & Trade/Wilco Site Development The project is owned by Redco Properties, LLC. The site is currently undeveloped. Approximately 5.1 acres will be disturbed during construction. The maximum fill will be 2-3 feet. The pproject is scheduled to begin construction in Summer 2008 with project completion and final stabzation by Winter 2008. The erosion and sediment control program for this project will include the installation of a suitable construction entrance, silt fence, outlet protection, inlet protection, check dams, and sediment basins with temporary seeding of the site. ADJACENT PROPERTY See Existing Conditions plan, sheet C-01, for adjacent property owners. SOILS The soil at this site is a sandy clay. EROSION AND SEDIMENT CONTROL MEASURES All vegetative and structural erosion and sediment control practices shall be constructed and maintained by the contractor according to these plans and specifications and the minimum standards of the NC Dept. of Environmental Management, Land Quality Section. The contractor shall also follow any additional requirements as outlined by the Project Engineer. Structural Practices 1. Vehicle wheels shall be clean when leaving the site to prevent the tracking of mud on paved roads. 2. Construction Road Stabilization: Construction traffic shall be limited to stabilized areas. At a minimum, a temporary gravel construction entrance shall be provided as shown on this drawing. 3. Silt Fence: Silt fences shall be provided where shown and as needed on the site plan. These barriers shall be used to contain sediment. At. Rip Rap/Gravel Filter Sediment Basins: Construct basin to the shape and dimensions shown in the details. The basin is to be placed below the existing ditch flow line by 2' with the berm built above as dimensioned. Vegetative Practices Temporary Seeding: All denuded area or areas to be grade within 15 calendar days shall receive temporary seeding within 15 days of completing initial earthwork. Temporary seeding shall also be used to stabilize finished grade areas if the time of year is outside the specified permanent seeding periods. Temporary seeding shall be in accordance with temporary seeding specifications. Management Strategies 1. Perimeter measures are to be installed prior to grubbing or gradin 2. Tail Ditches shall be stabilized immediately following their constructor. As an alternate, rock check dams may be provided at their outlets and/or the terminal downstream end of disturbance until ground cover is implemented. 3. Stockpile and/or waste areas must be maintained within the limits of the areas pr otected b proposed measures and otherwise temporarily seeded if to be left stockpiled over 15 calendar days. 4. Construction shall be planned so that grading operations can begin and end as quickly as possible. 5. Silt Fences shall also be installed prior to or as a first step in construction. 6. The Contractor shall be responsible for the installation and maintenance of all erosion and sediment control practices. Vegetative Ground Cover Immediately following grading, all areas shall receive either permanent or temporary seeding, as applicable, as follows: Feb -May June -Sept Oct -Jan Permanent Seed: K-31 Fescue K-31 Fescue K-31 Fescue @ 5#/1000 SF @ 5#/1000 SF @ 5#/1000 SF Temporary Seed: Rye Grain German Millet R e Grain @ @ 50#/Ac @ 40#/Ac 5�#/Ac Fertilizer: 10-10-10 @ 25#/1000 SF Mulch: Straw @ 90#/1000 SF Lime: 100#/1000 SF Tack: 200 gallons/Ac on all mulching Maintenance 1. Reseed and mulch bare spots larger than 9 square feet (limited to 5 % moximum of site area.) 2. Maintain all seeded areas until uniform stand is acceptable. 3. If growth is not established by final project inspection, continue specified attention until the stand is acceptable. 4. Correct and repair all undue settling and erosion within 1 year after final inspection. 5. Remove from the site, all erosion control structures after complete stabilization at end of construction period. 6. Remove silt from sediment pits and from behind check dams when silt is within half depth of the pit or spillway. Dispose of in an area where silt cannot re-enter pit / trap. Calculations The practice utilized for the proposed site did require formal calculations. Calculations have been provided. OWNER REDCO Properties, LLC 335 N. Queen Street Kinston, NC 28502 Erosion Control Notes: 1. Obtain erosion control plan approval prior to beginning land disturbance. Retain a copy of the approved erosion control plan and permit on site. Call NCDENR @ 252-966-6481 to notify the State Inspector of a start date prior to land disturbance. 2. Clear the area needed to construct the proposed construction entrance. 3. Construct the construction entrance as shown on the plans. Maintain the construction entrance daily to ensure that mud and silt will not be tracked onto the paved surface. If mud is tracked onto the road surface, it is to be removed immediately. 4. Construction entrance location may not vary without prior approval from Engineer and NCDENR. 5. Clear the area needed to access and construct the sediment basin and stormwater pond. 6. Construct the sediment basin and stormwater pond. 7. Clear the area needed to construct the perimeter erosion control measures including temporary diversion ditches, silt fence, and rock check dams. Rock check dams downstream of level spreaders, pipes and ditches shall remain in -place until permanent measures are stabilized. 8. Construct the temporary diversion and silt fence. Tie temporary diversions into sediment basins where applicable diversions & basins shall be seeded, mulched, & anchored upon installation. 9. Begin clearing, grubbing, and topsoil stripping for roadway rights -of -way. 10. Rough grade all roadways and parking lots. 11. Construct sanitary sewer system throughout project. 12. Construct the storm sewer system throughout the project. Install inlet protection devices. 13. Construct curb and gutter and CABC on roadway. 14. Seed, straw and tack areas behind the curb and gutter that are graded to their final disposition. 15. Upon stabilization of seeded areas, remove temporary diversion ditches and temporary sediment basins. 16. Construct permanent outlet protection devices at pipe outlet and level spreader along drainage easement. 17. Seed and plant appropriate plants in stormwater pond. See C-05 for plant list. 18. Upon completion of the project, remove silt fence and rock check dams. 19. Seed, straw and tack any remaining exposed areas. SUPPORT ROPE 70 -WIRE TO PREVENT SAGGING Maintenance Notes: 1. Do not let any area remained exposed for more than 15 calendar days without applying temporary seeding. 2. Maintain all erosion control measures daily and reseed disturbed areas as needed. 3. Inspect all erosion control measures weekly and after each rainfall event. Repair as needed. 4. At the end of each days storm drainage operation, construct a temporary pipe inlet protection device until the next day's operation continues. 1 D-03 2 D-03 SUPPORT POST, 24' IN70 BOT70A OR SIDE COIR MESH OR SIMILAR, STAPLED OR TRENCHED INTO BOTTOM OR SIDE SED BASIN BAFFLES SCALE: N.T.S. WOOD OR METAL POST e 3 TEMPORARY PIPE INLET PROTECTION SCALE: N.T.S. STAKE TO SUPPORT - WIRE SEE EROSION CONTROL PLAN FOR ACTUAL P/r DIMENSIONS SET GLEAN-OL STAKE AT 112 PIT VOLUME DESIGN SETTLED TOP 1: 15 I CLEAN -OUT M/N. STAKE � P% E -� c� ,��_R �rtg�f.Tir. •?� ti � �-`v'izTn _����"` -=�-�ilf_�ir FlLTER FABRIC CROSS SECTION OVERFILL 6' ti;\�, FOR SETTLEMENT SEE EROSION CONTROL PLAN y FOR ACTUAL PIT DIMENSIONS � EMERGENCY BY-PASS 6' BELOW SETMED TOP OF DAA 1' NATURAL STONE SECTION GENERAL NOTES: 1. Clear, grub, and strip the area under the embankment of all vegetation and root mat. Remove all surface soil containing high amounts of organic matter and stockpile or dispose of it properly. Haul all objectionable material to the designated disposal area. 2. Ensure that fill material for the embankment is free of roots, woody vegetation, organic matter, and other objectionable material. Place the fill in lifts not to exceed 9 inches and machine compact it. Over fill the embankment 6 inches to allow for settlement. 3. Construct the outlet section in the embankment. Protect the connection between the riprap and the soil from piping by using filter fabric or a keyway cutoff trench between the riprap structure and the soil. Place the filter fabric between the riprap and soil. Extend the fabric across the spillway foundation and sides to the top of the dam; or Excavate a keyway trench along the centerline of the spillway foundation extending up the sides to the height of the dam. The trench should be at least 2 ft. deep and 2 ft. wide with 1:1 side slopes. 4. Clear the pond area below the elevation of the crest of the spillway to facilitate sediment cleanout. 5. All cut and fill slopes should be 2:1 or flatter. 6. Ensure that the stone (drainage) section of the embankment has a minimum bottom width of 3 ft. and a maximum side slopes of 1:1 that extend to the bottom of the spillway section. 7. Construct the minimum finished stone spillway bottom width, as shown on the plans, with 2:1 side slopes extending to the top of the over filled embankment. Keep the thickness of the sides of the spillway outlet structure at a minimum of 21 inches. The weir must be level and constructed to grade to assure design capacity. 8. Material used in the stone section should be a well -graded mixture of stone with a d size of 9 inches (class B erosion control stone is recommended) and a maximum stone size of 14 inches. The stone may be machine placed and the smaller stones worked into the voids of the larger stones. The stone should be hard, angular, and highly weather -resistant. 9. Ensure that the stone spillway outlet section extends downstream past the toe of the embankment until stable conditions are reached and outlet velocity is acceptable for the receiving stream. Keep the edges of the stone outlet section flush with the surrounding ground and shape the center to confine the outflow stream (References: Oute:t Protection). 10. Direct emergency bypass to natural, stable areas. Locate bypass outlets so that flow will not damage the embankment. 11. Stabilize the embankment and all disturbed areas above the sediment pool and downstream from the trap immediately after construction (References: Surface Stabilization). 12. Show the distance from the top of the spilioiay to the sediment cleanout level (one-half the design depth) on the plans and mark it in the field. CONSTRUCTION SPECIFICATIONS 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING 2x4 WOOD STUDS THROUGH BLOCK OPENINGS. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE 2. WIRE MESH WITH 1/2-INCH OPENING OVER ALL BLOCK OPENING TO HOLD GRAVEL IN PLACE. 3. USE WASHED STONE PLACED 2 INCHES BELOW THE TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. 4. INSTALL 1/4 IN. WIRE MESH HARDWARE CLOTH, AND METAL POSTS THAT ARE 5 FT. TALL. PLACE THE WIRE MESH A MINIMUM OF 3 FT. HIGH, AND THE STONE A MINIMUM OF 1 FT. HIGH. 5. BEFORE COMMENCING CLEARING & GRUBBING OPERATIONS, THE CONTRACTOR SHALL FIELD LOCATE ALL EX. INLETS WITHIN THE OPERATIONS AREA AND INSTALL INLET PROTECTION. (REFERENCE: EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, 6.52) TEMPORARY SEDIMENT TRAP SCALE: N.T.S. DEWATERING .- • -W4, •• .�•;gj •.�• •.�• •�i • • TEMPORARY SEDIMENT POOL 1'MIN. 2'MAX SEDIMENT BLOCK AND GRAVEL INLET PROTECTION SCALE: N.T.S. NOTE 4 BLOCK law 0 A0 - ti.E'' JtHL - ��• 026970 Uti•.fnGINEFf ,,,,� �� b�uuu►►� �,,,`, 07/30/08 Ow v, J O � LU O Q � Z O O v+ O W ad O � Q U J Z Q Q v, 0 rn � . rnap� � , o a rn rn LL N`hN v1N v I,JvJ SOxO Z CL M u W c0 00 Q 00 W ZU WZ W NJ Z 00 V 0, Z oo° NO W Go NNE mN_ II^^ ourn VI wrnJ z i�o U a�� 0 N ^ 0 0 o ^ � N Ulm U Z JN - = NZ a�w D=03 , , , , V , TEMP. DITCH 2 oI Z EDGE OF PAVEMENT KIAT1 ioAi none inlD STRUCTURAL STONE/ CLASS 'B' 1' THICK NCDOT OR #57 WASHED FLOW-- O c, 401 v ISOMETRIC VIEW BASE OF DITCH FSEDIMENT 1 � 4'-6" OPTIONA)_� TYPE 'B L- - 12" THICK SEDIMENT SILT BASIN CONTROL STONE CROSS SECTION ELEVATION VIEW TRAPEZOIDAL DITCH CONSTRUCTION SPECIFICATIONS 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLANS ON A FILTER FABRIC FOUNDATION. 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS. 3. EXTEND STONE AT LEAST 1.5 FT. BEYOND THE DITCH BANKS TO KEEP OVERFLOW WATER FROM UNDERCUTTING THE DAM AS IT RE-ENTERS THE CHANNEL. 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM. 5. PROTECT THE CHANNEL DOWNSTREAM FROM THE LOWEST CHECK DAM, CONSIDERING THAT WATER WILL FLOW OVER AND AROUND THE DAM (PRACTICE 6.41, OUTLET STABILIZATION STRUCTURE). 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. 7. ENSURE THAT CHANNEL APPURTENANCES, SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. (REFERENCE: EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, 6.83) 12" MIN. CROSS SECTION VEE DITCH 1 ROCK CHECK DAM D-04 SCALE: T.S. FILTER �- 8' MAX. WITH WIRE FABRIC I (6' MAX. WITHOUT WIRE MIDDLE AND VERTICAL WIRES COMPACTS I SHALL BE 12 1/2 GAUGE MIN. FILL i WIRE' U / � U W FILTER FABRIC J TOP AND BOTTOM STRAND yWREEXTENNITTO TRENCON OF H AND NOTES: SHALL BE 10 GAUGE MIN. 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS. 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 18" ABOVE THE GROUND SURFACE. 3. INSTALL THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. 4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1" LONG, OR TIE WIRES. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. 5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 10' APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY IN TO THE GROUND TO A MINIMUM OF 24". 6. EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES NOT REQUIRE WIRE MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER FABRIC DIRECTLY TO THE POSTS. 7. EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 8" DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 8. BACKFILL THE TRENCH WITH COMPACTED SOIL OR GRAVEL PLACED OVER THE FILTER FABRIC. 9. DO NOT ATTACH THE FILTER FABRIC TO EXISTING TREES. 10. LOCATION OF TEMPORARY SEDIMENT FENCE SHOWN ON THE PLANS IS NOT EXACT. CONTRACTOR SHALL FIELD LOCATE TEMP. SEDIMENT FENCE AS CLOSE TO THE DOWNSLOPE EDGE OF THE LIMITS OF CLEARING & GRUBBING AS SPACE ALLOWS. TEMPORARY SEDIMENT FENCE (SILT FENCE SCALE: N.T.S. INLET # CATCH BASIN TYPE GRATE TYPE ROADWAY STATION OFFSET (ft) RIM ELEV (EOP) PIPE SIZE (in) & INV.IN PIPE SIZE (in) & INV.OUT 1 NCDOT STD. 840.02 TYPE 'E' BOJANGLES N/A N/A 27.10 N/A N/A 15 24.60 2 NCDOT STD. 840.02 TYPE 'E' BOJANGLES N/A N/A 27.33 15 24.31 15 24.31 3 NCDOT STD. 840.02 TYPE 'E' HESS N/A N/A 26.05 N/A N/A 15 23.80 4 NCDOT STD. 840.02 TYPE 'E' BOJANGLES N/A N/A 26.40 #2 -15 23.89 18 23.76 #3 -15 23.76 5 NCDOT STD. 840.02 TYPE 'E' HESS N/A N/A 26.38 N/A N/A 15 23.51 6 NCDOT STD. 840.02 TYPE 'E' HESS N/A N/A 26.38 #4 - 18 23.51 18 23.40 #5 - 15 23.40 7 NCDOT STD. 840.02 TYPE 'E' HESS N/A N/A 26.25 18 22.44 18 22.44 8 NCDOT STD. 840.02 TYPE 'E' HESS N/A N/A 26.31 N/A N/A 15 23.06 9 NCDOT STD. 840.02 TYPE 'E' HESS N/A N/A 26.64 15 22.84 15 22.84 10 4' DIA. MANHOLE MH TRUNK LINE MH N/A N/A 26.50 #7 -18 21.48 24 21.48 #9 - 15 22.67 11 4' DIA. MANHOLE MH TRUNK LINE MH N/A N/A 25.50 1 24 21.01 24 21.01 20 1 NCDOT STD. 840.021 NCF43 1 N/A I N/A 1 25.41 1 N/A I N/A 1 18 1 21.91 TEMPORARY DIVERSION SCALE: V.-.S. NOTES 1. SEE STORMWATER POND DETAILS FOR INVERT INFORMATION ON POND STRUCTURE. DRAINAGE TABULATIONS SCALE: N.T.S. Erosion Control Maintenance Plan All erosion and sedimentation control measures shall be inspected weekly and after each runoff -producing rainfall event. Structures that shall be inspected include but are not limited to: Silt Fe•ice and Fabric Inlet Protection Any fabric which collapses, tears, decomposes, or becomes ineffective shall be replaced immediately. Sediment deposits shall be removed when sediment behind the fence reaches 6". Seeding, Fertilizing, and Mulching Seeded areas shall be inspected for failure and necessary repairs and re -seeding shall be made within the same season. Block and Gravel Inlet Protection Inspect the barrier after each rain, remove sediment as necessary to provide adequate storage volume for subsequent rains. Upon stabilization of drainage area, remove all materials and any unstable soil, either salvage or dispose of properly. Bring disturbed disturbed area to proper grade, then smooth and compact it. Stabilize all bare areas around the inlet. Temporary Diversion Ditches Sediment shall be removed from the flow area immediately after each rainfall. Temporary Gravel Construction Entrance/Exit Maintain the gravel pad in a condition to prevent mud or sediment from leaving the construction site. This may require periodic topdressing with 2-inch stone. After a rainfall, immediately remove all objectionable materials spilled, washed, or tracked onto roadways. Sediment Basins and Pits Sediment shall be removed from the structure and the structure shall be restored to its original dimensions when 1.0' of sediment has accumulated in the structure. The sediment shall be disposed of off -site and the contaminated part of the gravel shall be replaced. The structure shall be inspected for damage and repaired accordingly. GENERAL NOTES: 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND 6 OTHER OBJECTIONABLE MATERIAL 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT. D - O 4 3. PROVIDE DRAINAGE TO CARRY WATER TO SEDIMENT TRAP OR OTHER SUITABLE OUTLET. 4. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING W/2 INCH STONE. CONSTRUCTION ENTRANCE SCALE: N.-.S. EROSION CONTROL MAINTENANCE PLAN SCALE: N.T.S. N CARp'�� , 026970 q,G ••FNG I NEF;�'' •' y���b�o •L. C�R�P��p 07/30/08 ° n ■ o rya N N � L vJ z OXm Z a- M Q00 W Z U Zz W�w J Z oQ Z V =00 Z N O NNW W 00 m _N_ 00 Ln W m Z J 2X U a�0 N 0 U o o � N m J O Z Ln = N S ,W2 W 4~J nz)Q nox D=04