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Home My WebLink AboutNCC223815_Site Plan or Location Map_20221115notoommmmmom a 071041211 EN 9 TO in I I ON FM OWNER INFO: DISMAS CHARITIES PROPERTIES, INC 2500 SEVENTH STREET RD LOUISVILLE, KY 40208 M C MAX VALUES FROM 10 YR STORM OUTLET PROTECTION/ RIP RAP APRON CALLS. HW-1 OUTLET-1 PIPE SIZE (do) (IN.) 2411 Q (Cubic Feet Second) 14 IFS VELOCITY (Feet Per Second) 2.4 FPS 3do (FT.) 61 d50 (IN.) 611 W = La + do (FT.) 15, La (CHART MIN.) (FT.) 13' PIPE SIZE (do) (IN.) 24" THIS. (IN.) 15�r� (,0NSrRUGT10N I STORM DI Y1 1. WW8 .'3 (Tr )__, ERB x X-4,7—x —SILTFENCE@ CONSTRUCTIO LIMITS ER oiaV - G. Rip Rap — d 50 CPM PROPERTY MANAGEMENT LLC D.B. 8818, PG. 243 P. I. N. 0428-02-7859 ZONED SF-6 SINGLE / MULTI -FAMILY STORM DI Y2 —X—X--�—_ um PROVIDE TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTIBLE BUT IN ANY EVENT, WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING I ACTIVITY (TYPICAL). CONSTPUCTION i MAU FS (T'wj__ CY FENCE vv STM .3WTM_ INLET Roca DCO -MLJ CF- 24'TREE-,��-1 RDCO SAVE AREA P.) V23 . IF, i J: bs DS DS i FE 223.25' CONS, TILF1101-11 Tf ON LIMITS F < 04 DISMAS CHAk`!,TIES PROPERTIES, INC �Q I "' I CO D.B. 10657, PG. 271 W P.I.N. 0428-12-0912 LOGAN, GARY M; LOGAN, SHARLYN M ZONED 0 / I /0 805 CAIN RD A OFFICE INSTITUTIONAL LOGAN, GARY M; D.B. 3160, PG. 661 k. 22ak o 2.9697 ACRES LOGAN, P.I.N. 0428-02-8665 SHARLYN M D.B_ 3607 P.G. 438 ex. �,2joak 00 805 CAIN RD D.B. 3474 P,G. 338 Map D.B. 3160, PG. 661 ZONED CC 22'TREE Izi�� P.B. 10, PG; 28 COMMUNITY COMMERCIAL SAVE AREA BIKE RCIi -02-853 SILT FENCE @ P.I.N. 0428 7 2 ZONED CC CONSTRUCTIO RI D COMMUNITY COMMERCIAL LIMITS T (P.) VAN Pais 0 0 z INLET to zw PROTECTION 0> o Elf W AC EMOVE CHAIN LINK J7 FENCE INTERFERING fi k ITH GRADING INSTALL iNEW EI,"�'..T.. I CON!'Dort, - STORM 4 -, In! __ X- !�221 STORM YJ LAWTS', B2 220�i��; 77 219 E -=IDEWALK �_--X ON % EX. L LAMP ST r fV S rR U TP ss� SS_ S L1,fJ1TS(TYFJj-,�--_._, S8� SS mill SS IN SS — SS, W S SS EX �8- C.IAWA TER 5'REINFORCE7 _SS SS SILT FENCE G, IN W (n G G G G STM ---- 0 to 'OHE F 0 Cn 113 0 to to 0 M wo STORM CB2 [STORM 0133 NOTES: 1. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 2. ALL WATER & SEWER MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH PWC TECHNICAL SPECIFICATIONS. 1 ALL DUCTILE IRON PIPE, IN SANITARY SEWER SERVICE, SHALL HAVE GRIFFIN "SEWPER" COAT OR PROTECTO 401 LINING 4. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF FAYETTEVILLE, PWC AND NCDOT STANDARDS AND SPECIFICATIONS. MARGARITA VILLAS HOMEOWNERS ASSOCIATION INC D.B. 4856, PG. 0295 P.B. 0007, PG. 0001 P. I. N. 0428-03-5151 ZONED SF-6 SINGLE / MULTI -FAMILY EIP 2 -7 Xz DISMAS CHARITIES,,;,z� z LU PROPERTIES, INC _ D.B. 10657, P ' G. 271 P.I.N. 042843-9112 ILI 0..73 Ac. a_ 0 ZdNED 0 / I < OFFICE INSTITUTIONAL 1W Cf) U') WQODED AREA SILT FENCE @ GONSTRUCTIO LIMITS STO RM DI Y3 C?® RETAIN EXISTING WOODED AREA TO 0 SERVE AS A LANDSCAPE BUFFER ti _,-0 O_ INLET P DIVERSION 5' REINFORCED TYP _J_ BERM SILT FENCE 25'SETBACK OUTSET STORM DI Y4 30" Oak & "Nokm STORM CB41 INLET t—ASPHALT— LIOTECTIO tI 4 STM STM D I Ivi - 5' REINFORCED, &LI-r-Emce-" I EX. STORM CBI (vaLK INLET `-PROTECTION VV (TYR) HEADWALL BUFFER 220 --- 7— LL 218 C': 0 NISTIP U G T) 90M W 217 LhWITS (TYPj 216 215.5 EIP 215 U) STM- 214— CO 213— W '0 212 C) V C) BAFFLE 1Afr_%r_%r11 n 0 z I AREA < NAL @ @ ca W VERSION (n co r BERM 0 0 _171 L LU < .00 rh f, BAFFLE Uj 0 0 UFVER— U) z > BAFFLE M -4. (n M 212— CONSTR(x�rfopv 213- I rVF1J` 214 215. 215.5— 216— 217 218 r_� -219 '-- 220 ; - r-) c, PROTECTION 35'SETBACK (Typ.) 221 STORMY BU .26' EXISTING ELECTRIC Kit, 5' DE SIDEWAL L SILT 145'REINFORCEDi UTILITY EASEMENT _T IC OUTLETFENCE — D.B. 3472, PG. 713 Rom: �aRA NANCE, JAMES R JR; 111 NANCE, JO ANN D.B. 6252, PG. 0454 P.B. 18, PG. 56 P. I. N, 0428-03-8367 ZONED SF-10 SINGLE FAMILY ROY, JENNIFER ANN DAVIS; ROY, RONALD BLAKE JR 3219 SHAMROCK DR D.B. 9915, PG. 0512 P.B. 18, PG. 56 P.LN, 0428-03-9333 ZONED SF-10 SINGLE FAMILY ROBINSON, LEON A D.B. 8409, PG. 0492 P.B. 18, PG. 56 P.I.N. 0428-13-0209 ZONED SF-10 SINGLE FAMILY PROPST, RILEY; PROPST, ALANNA 3209 SHAMROCK DRIVE D.B. 11386, PG, 0002 P.B. 18, PG. 56 P.I.N. 0428-13-0274 ZONED SF-10 SINGLE FAMILY LEGEND PROPERTY BOUNDARY SETBACKS EASEMENT LINES CONSTRUCTION LIMITS PROPOSED SILT FENCE 0000 CATCH BASIN WITH INLET PROTECTION 0000 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE Note: GENERAL LEGEND FOUND ON SITE PLAN SHEET CONSTRUCTION PHASES 1, Obtain all necessary permits 2. Conduct pre -construction conference 3. Prep site for preliminary erosion control measure installation. 4. Install necessary perimeter erosion control measures such as silt fences, construction entrances and reinforced silt fences. 5. Clear and grub strip topsoil stock offsite, for reuse. 6. Install wet detention basin. 7. Perform demolition. & Install storm drainage and additional erosion control measures at each inlet. 9. Install water utilities. 10. Install sanitary sewer utilities. 11. Rough grade site. 12. Construct building slab and building utilities. 13. Construct concrete curb and gutter. 14. Construct aggregate base course. 15. Construct concrete walls. 16. Spread topsoil T'4" thickness add amendments to all turf areas. 17. Seed sod as indicated and establish permanent ground cover. 18. All erosion control measures shall be inspected and maintained weekly an after each rainfall event. 19. Pre -final inspection by Contractor, 20. Pre -final inspection by Contractor, Owner, Designer, & PWC; Punch -list generated. 21. Final inspection with NCDEQ, Contractor, Owner, Designer, & PWC after permanent ground cover is established. 22. Remove erosion control measures, convert sedimentary basin to wet detention pond. --Close Out Project— EC -CONSTRUCTION SCHEDULE OUTLINE FOR CLEARING, GRUBBING & MASS GRADING 1. Obtain all permits before beginning construction. 2. Install gravel construction entrances at the locations shown, and then install all silt fences around the perimeter of the construction area along with the reinforced silt fence outlets. 3. Clear and grub, strip topsoil as noted on the erosion control plan. 4' Topsoil to be placed as necessary for future use on site. 5. Continue clearing and grubbing of the site as necessary. 6. Demolition all required site areas per site demolition plan to allow for site grading and new construction. 7. Provide temporary seeding & mulching as necessary to stabilize the outer perimeter of the site. 8. Continue mass grading the site while maintaining all erosion control measures and during the site!s grading and filling, 9. After completion of all site grading, re -spread topsoil, fine grade, seed and mulch all disturbed area that will not be disturbed with the subdivision's utility work by providing ground cover within 7 to 14 days per NPDES requirements. FOR STREET & UTILITY CONSTRUCTION 10. Begin utility construction for the proposed storm, sewer, underground detention system, retaining walls and water mains. 11. Install inlet protection around all proposed storm drainage as necessary to keep sediment laden storm runoff from entering the storm drainage network. Install gutter buddies around inlet. protection clevices within paved areas. Maintain all inlet protection in non-p ed arm. 12.. Once all storm is in place direct required storm runoff through inlet protected storm system which will then be diverted to site underground detention system, 13. Continue fine grading of the subgrade for the parking lots, entrances and building pad as necessary. 14. Fine grade all stone in parking lots to the recommended pavement structures. Pave parking lots and entrances. 15. Pour all concrete curb, set storm drainage frames & grates and spread ABC stone in parking lots as proposed. Pont concrete aprons around building's track docks as shown. 16. Backfill behind all curbing with topsoil, grade, seed and mulch or landscape. 17. Seed and mulch all disturbed areas to establish permanent ground cover. 18, Final inspection and closeout with NCDEQ upon the establishment of permanent groundcover and construction completion. PAPPAS, GUS C 3205 SHAMROCK DR D.B. 2129, PG. 0187 P.B. 18, PG. 56 P. 1. N. 0428-13-1240 ZONED SF-10 SINGLE FAMILY Uj u daft'. _j 00 DOVE, EARLEST V; DOVE---CYNTHIA D , 3201 SHAMROCK DR D.B. 618, PG. 0204 III •€P.B. 18, PG. 56 C) P.I.N. 0428-13-2116 LO ZONED SF-10 SINGLE FAMILY GROUND STABILIZATION SITE AREA STABILIZATION EXCEPTIONS DESCRIPTION TIME FRAME PERIMETER DIKES, 7 DAYS NONE SWALES. DITCHES & SLOPES HIGH QUALITY 7 DAYS NONE WATER ZONES (HOW) SLOPES STEEPER 7 DAYS IF SLOPES ARE 19 THAN 3:1 OR LESS IN LENGTH AND ARE NOT STEEPER THAN 21, 14 DAYS ARE ALLOWED SLOPES 3:1 OR 14 DAYS 7 DAYS FOR FLATTER SLOPES GREATER THAN 50'IN LENGTH ALL OTHER AREAS 14 DAYS NONE (EXCEPT FOR WITH SLOPES PERIMETERSAND FLATTER THAN 4:1 HOW ZONES) j -7— W O"S EX. SIDEWALK GAS ALVE G C.I. w trVV R ----------- G)- W W IN W 01 7 7 LIME E A A /XIN C EGM PUBLIC R/W VARIES "All construction to be in accordance with current applicable Cumberland County, City of Fayetteville, North Carolina TBM #1: TOP BOLT NEAREST IMPERIAL Departmentof Transportation (NCDOT), North Carolina DR. @ INT. OF IMPERIAL DR. & CAIN RD. FO Department of Environmental Quality, (NCDEQ), and/or ELEV. 219.25 Cumberland County Utilities Standards and Specifications.' ;0 GRAPHIC SCALE -30 0 15 30 60 120 IN FEET 1 inch = 30 ft. drawn by JILS checked DEV JIM date AUG-2022 jobno. 22-2902-01 son M. C 0 Q roll i- 2