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Home My WebLink AboutNCC230648_Site Plan or Location Map_202303101203 LLEN ST. 1127 SITE T FROG �e OQpFF}ZpP 264 QO A Red Oak Church Frog Level F� 1176 Qom. 0, RIVIT ST. 1174 13 Landmark W T STAR ST. 264 Church w A > w ^ J N � Piney Grove Church VICINITY MAP 1 "=1000' SITE DATA TOTAL AREA IN TRACT: 3.78 ACRE STORMWATER DATA PITT COUNTY PARCEL NO.: 69508 & 69509 TOTAL DRAINAGE AREA - 3.78 AC TAX MAP NO.: 4666280777 TOTAL OFFSITE DRAINAGE - 0.0 AC CURRENT ZONING: GC TOTAL DISTURBED AREA: 1.85 AC TOTAL IMPERVIOUS EXISTING = 0.65 AC REQUIRED PARKING: 0 SPACES TOTAL IMPERVIOUS PROPOSED = 1.25 AC EXISTING PARKING SPACES: 0 SPACES PRE DEV. RUNOFF Q 1 = 0.437 CFS PROPOSED NEW PARKING SPACES: 0 SPACES POST DEV RUN OFF 01 = 1.03 CFS REQUIRED HC PARKING: 0 SPACES POST DEV RUN OFF with DETENTION Q 1 = 0.38 CFS PROPOSED HANDICAP PARKING: SPACES MAXIMUM BUILDING HEIGHT: FT BUILDING HEIGHT: FT SETBACKS: FRONT 40 FT REAR 10 FT SIDE 1OFT BUFFER YARDS: BUFFER YARD 10' NOTE: ALL DEWATERING OPERATIONS SHALL BE FILTERED BEFORE DRAINING OFFSITE AND A 10 DAY NOTICE SHALL BE GIVEN PRIOR TO START OF PUMPING PER THE UPDATED NCGO1 PERMIT STREETS WILL BE SWEPT AS NEEDED BUT A MINIMUM OF ONCE A WEEK WHILE THE SITE IS ACTIVE ALL STOCK PILES ARE TO REMAIN 50' AWAY FROM ALL DRAINAGE INLETS AND SURFACE WATERS NOTES: ALL DISTANCES ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. BEARINGS ARE REFERENCED TO NAD83(201 1 ). SUBJECT PARCEL IS ZONED GC BY PITT COUNTY. AREA IS CALCULATED BY COORDINATE GEOMETRY. SUBJECT PROPERTY IS LOCATED WITHIN 2000' OF AN EXISTING NCGS GRID MONUMENT. UNDERGROUND UTILITY LINES SHOWN HEREON ARE PLOTTED FROM UTILITY MARKINGS BY OTHERS, ABOVE GROUND APPURTENANCES AND DRAWINGS PROVIDED BY SOME UTILITY PROVIDERS; NO GUARANTEE IS MADE AS TO THEIR EXACT LOCATION, OTHER UTILITIES MAY EXIST THAT ARE NOT SHOWN ON THIS MAP THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. THIS PROPERTY IS NOT MAPPED BY THE FLOOD INSURANCE RATE MAP INDEX, DATED NOVEMBER 3, 2004, AS BEING LOCATED ON FLOOD INSURANCE RATE MAP 3720466600J, WHICH IS DESIGNATED "PANEL NOT PRINTED - NO SPECIAL FLOOD HAZARD AREAS" NOTE SELF INSPECTION IS REQUIRED AS LISTED - INSPECTION FORM CAN BE OBTAINED AT FOLLOWING WEBSITE: HTTP://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/ EROSION-SEDIMENT-CONTROL/FORMS THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGEL THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT , SLOPES LEFT EXPOSED WILL WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY GROUND COVER, DEVISES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PERMANENT GROUND COVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS WHICH EVER IS SHORTER FOLLOWING COMPLETION OF CONSTRUCTION. TEMP. DIVERSION SWALE ® TEMP. CHECK. DAM 166.92 X SPOT ELEVATION SILT FENCE North Carolina LOD LIMITS OF DISTURBANCE One -Call Center o 0 o CONSTRUCTION ENTRANCE TSW = TOP OF SIDEWALK r! m TA = TOP OF ASPHALT TIC = TOP OF CONCRETE Know what's below. Call before you dig CONFIDENTIALITY STATEMENT: THIS DRAWING IS THE PROPERTY OF INNER BANKS ENGINEERING SERVICES,PC. THIS INFORMATION IS CONFIDENTIAL AND IS TO BE USED ONLY IN CONNECTION WITH WORK DESCRIBED BY INNER BANKS ENGINEERING, PC NO PART IS TO BE DISCLOSED TO OTHERS WITHOUT EXPRESS WRITTEN PERMISSION FROM INNER BANKS ENGINEERING, PC EX TYPICAL OUTLET WALL STRUCTURE DETAIL N.T.S. CRETE BLOCK WALL D FILLED OUTLET PIPE 3" 1. STRUCTURE CAN BE BUILT FROM 8" INV 76 SOLID CONCRETE BLOCKS 2. SUB GRADE SHALL BE SUITABLE FOR STRUCTURE AND COMPACTED. 3. PLACE 6" CLEAN STONE UNDER STRUCTURE FOR SUPPORT 4. PLACE CLASS B RIP RAP WITH FILTER FABRIC ON DOWN STREAM END OF OUTLET WIDTH VARIES EXISTING GRADE 3:1 (SIDE) 3:1 (SIDE) H 2' TYPICAL SWALE DETAIL N.T.S. C4 1. VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES PRIC TO BEGINNING CONSTRUCTION. 2. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS C, DEPARTMENT 48 HOURS PRIOR TO MAKING CONNECTIONS 2 TO EXISTING STORM DRAINS LOCATED WITHIN PUBLIC 225.00' STORM DRAINAGE EASEMENTS OR RIGHT OF WAYS. 200.00' N50°44'25"W N50°44'25"W I II co v CONSTRUCTION ENTRANCE , - �' TAYLORS CREEK DRIVE 79 vu- 0 Cp 74.39' 9 \ \ \ ROM N I I -LOD o ---78----I-1---- /�-------77-------------- - - - --- j------ - - - - - - -----76---- I — — — — — — — — — — — — — — — — — — — — — — — — — TI — — — — — — — _ I I ------ -------S5044'-25`E---------- I I f--———— —_ —— -_j I ---------�T-m--------I I r---778----_ u LOD _ �kOD�—ZOD ------------- 1 1 1 1 1 1 1 11 s � 0, o� I � I I I LIMITS OF DISTURBANCE II U —J I � IL- LLJ � U LLJ N U \ Z N 00 U N 09 N I I CONTROL STRUCTURE SEE DETAIL I OUTLET PROTECTION CLASS A RIP RAP L5' W 5' D 12" SWALE DETENTION Q77-\ - - to I I I I I I I I I l0 I I I I I I I � I III I I I I I I I I r- i II I I I I I It CO I II I I I I I I I LIMITS OF I I I I I I DISTURBANCE I I III III I00 I / � It I I I I I I I / It I I I / I I I I I I I / I II I I I I I I l o II / / i �j1�1111 1I 1 1� I I I I or - I II I I I I I I I 0 \ I IIIII I1.101 I I 111\ I I I I I I I I I I II 11 I l j I I II o I � I II II I I I �I I I II I I I I I I IIII Ir iLO 0') 00 \\ 21111 �� 1 I \I l\I— I i i l l Bill I I co I I , r 1 II o 1 NEW GRAVEL PARKING - - � r- � l \ \ II \ ,' I IIIIIIl 1 I 1 I it I I11I II i \ I II IIII Id II III I I I to I It IIII I I I I I 14 AIrI II \ i i III I I I I I I I 1 f/ �9 IIIII I 1 1 1 I ff J,, �I \ 1 - _ j co I \ III IIII � f 111� IIII I AREA 11 i III I I \ 11 IIII 11 11 J / Ol . . - - - - - - 4 q0. 00. OOl OOI-�-- 001 QO—Oal -------- --------- - - -1 =_ - - 225.00' N50°44'25"W CHARLES E g NEAL DII 564 PG 85 I ZONED GC 8 I I L� S50°44'25"E 175.00' EX. PARKING 8100 SF EX. BUILDING 15000 SF 175.00' N50° STOCK g0WN LLC Dg 2575 PG272 ZONED GC o �LO m Ho o LO o m 0 LO m � m W o m o � 0 vlrn m co LO LLJ � U IL— U) 0- Li CD z� 0 —J LLJ LLJ z U =O J O �Vol W 0 z r GRADING PLAN z_ Z U J \W 00 O z Wr� WNy LLJ Q WW�o LL_I W U z Ln U 0 O � 0 � N �Qz0 LLJ W 14 0 >- Ln CD C c:) W W _ C/) z Z zo O O � O CAR f4f, oF.� •......p O �' Essld <<y., m4L s v z 20272OIN • File No. 22032 Scale: 1 "=30' Sheet No. C-0 i LICENSE NO. C-4111 INNER BANKS ENGINEERING, PC P. 0. BOX 154 Washington, NC 27889 252-945-2983 M U PEEDI N@I BXENGI N EERI NG.COM