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HomeMy WebLinkAboutFMC Anderson Creek_approved site plan (3)JJENERAL NOTES 1. TOTAL DISTURBED AREA = 4.0 ACRES. 2. ALL EXISTING VAULTS, MANHOLES STORM DRAIN STRUCTURES, VALVE BOXES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISHED GRADES. 3. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE OWNER'S INDEPENDENT TESTING LABORATORY. 4. ALL SPOT ELEVATIONS INDICATED ARE AT BACK OF CURB, UNLESS OTHERWISE INDICATED. 5. S 17E IS NOT WITHIN 100 YEAR FLOOD PLAIN. 6. ALL ELEVATIONS ARE BASED ON NC GRID NORTH (NAD 83). Z A PRECONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO WORK, GRADING AND INSTALLATION OF EROSION CONTROL. 8. U77LITY LOCATIONS ARE TO BE FOUND BY CALLING NC ONE CALL. 9. ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILTY AISLES ARE TO HAVE NO MORE THAN A 1:50 SLOPE IN ALL DIRECTIONS. 10. ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 SLOPE FOR THE LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 SLOPE FOR THE WIDTH OF THE SIDEWALK. 11. IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE REQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILTY TO CONTACT THE OWNER PRIOR TO POURING ANY CONCRETE SO THAT A SOLUTION CAN BE FOUND. 12. SPOT ELEVA7IONS ARE GIVEN AT A MAJORITY OF THE MAJOR BREAK POINTS, BUT IT SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT ELEVATIONS ARE SHOWN. DUE TO SPACE LIMITATIONS, THERE MAY BE OTHER CRITICAL SPOTS NOT LABELED THAT SHOULD BE TAKEN INTO CONSIDERATION. THE CONTRACTOR SHALL RENEW THE GRADING PLAN IN DETAIL AND SHALL ENSURE THAT ALL CRI77CAL GRADE POINTS ARE STAKED AND FOLLOWED TO PROVIDE POSITIVE DRAINAGE._ IMPERVIOUS AREA / EXISTING IMPERVIOUS AREA: 0.00 ACRES PROPOSED IMPERVIOUS AREA: 1.01 ACRES (56.1P6 OF LEASE AREA) n d f ate: b r a / b / a ' Hr a/ ar fir d qr \\ / u H, A' / / / ya' / / i�EzlsnrvG 26r / yH/ IN 1 5794' / IN OUi'�557.89' �/ b4� / Il KIDS, INL PIN{ 9595- 62-8794.000 NAP OF 2 -202 ZONING COMM /i b/ au� \. el u, / d6a/ \ \\ 4/ u/ \ r bb' \ / / 1 SPOUT SPRINGS CHURCH INC. PIN/ 9585 -71- 9377.000 DO 2311. PG 820 \ MAP/ 2010 -116 ZONING: COMM TEMPORAR \ E \ \ \ 354, P Y GRADING EASEMENT \ EGEND aH' ti �Y SSA8a i / ,a� / iE�IPORARY /CFAONG EASEMENT 355 T \ \\ T TOP=356. 2' '7 / . 3SC63 T \ \ / I 41 T /INV OUT= 352.63'/, i 3,rS - S �` 356. T 41 T a'I'lD inlNNC cl / \\ �\ / 35649 I / a T P 3,p1 INV INV INi -� ) '3'I /7, INV OUT-352.06- ba /v \\ 54 . \r��•.A I /i I l l 12 153 4P /v /I / / /' r 364 r fs r \ \\ �.Pc 26 \I V OIA6 5g'Sf�Bg��r // arr 1 II I I .�` / / // //� 359/ / / "'''r %"'�' ♦yy / / vv �//0 / 7 T 354.12P / V II 60 \\ \ 355 1 55 1 I 350 �. ( 1 I a / / �f I It It \ HM'S KIOS. INC \ MR iT2799,PG362 93AH�SQ]9o-r116 Gos1� 12 ss \ I / I o 1 I / a� ✓ ,� I 1 / / s"G,AOomm s \\ \ 1 I I II �� � \ \\ \\ \ \1 \\ \ II II II II II I \ 5,1 \\ /�' /� -- -- - - - -- P 365 11 II I I I I j "e /I 11 1 I I I 1 I I EXISTING CI **4k / TOP= 36596. gy/ /// _ _`\ \ \\ \\ \\ 8 \ 1 1\ 11 1 11 1 6,y INV= 36257' �� - u�y' Wig'' It 1 1 I I 1 II II 1 11 11 ! 1 I 1 1 1 1 1 1 \ \ 1 TOPEX J69 Y I N IN =362. x4]�',Jl� INV OUT =362.2 41 I I I 11 11 1 I 11 I I I I 1 11 II I I I I I I l I I ' 360 I I I 1 it If I I I I I 11 II I 1 I I I I 11 11 I I I �Itil, I I I I I I 1 1 I 1 I I 1 I I I I 1 I I I I I I I I I If 136 HMS KIDS NC f / I 1 1 1 '�11 I 1' I ' ll 1 I I I I I II I I I I I I I I ! I I I I II 4 I PARCEL ID 039568 0094 04 I I I I I l\ % f 2.82 WO -7 74 MAP ,,II I � I l I I I I I I I J' RA Ii`IA'C 0HAIRIZONING: C. � I TdRmI I I I I I l T 4(I 4 EXISTING CONTOURS PROPOSED CONTOURS EXISTING STORM DRAIN PIPE m PROPOSED STORM DRAIN PIPE DISTURBED /CLEARING LIMIT LINE - - - - - - - - - - DRAINAGE AREA LINE 0000.00 T PROPOSED TOP OF CURB ELEVATION 0000.00 P PROPOSED GROUND/PAVEMENT ELEVATION 0 BMP MAINTENANCE AND ACCESS EASEMENT aH' ti �Y SSA8a i / ,a� / iE�IPORARY /CFAONG EASEMENT 355 T \ \\ T TOP=356. 2' '7 / . 3SC63 T \ \ / I 41 T /INV OUT= 352.63'/, i 3,rS - S �` 356. T 41 T a'I'lD inlNNC cl / \\ �\ / 35649 I / a T P 3,p1 INV INV INi -� ) '3'I /7, INV OUT-352.06- ba /v \\ 54 . \r��•.A I /i I l l 12 153 4P /v /I / / /' r 364 r fs r \ \\ �.Pc 26 \I V OIA6 5g'Sf�Bg��r // arr 1 II I I .�` / / // //� 359/ / / "'''r %"'�' ♦yy / / vv �//0 / 7 T 354.12P / V II 60 \\ \ 355 1 55 1 I 350 �. ( 1 I a / / �f I It It \ HM'S KIOS. INC \ MR iT2799,PG362 93AH�SQ]9o-r116 Gos1� 12 ss \ I / I o 1 I / a� ✓ ,� I 1 / / s"G,AOomm s \\ \ 1 I I II �� � \ \\ \\ \ \1 \\ \ II II II II II I \ 5,1 \\ /�' /� -- -- - - - -- P 365 11 II I I I I j "e /I 11 1 I I I 1 I I EXISTING CI **4k / TOP= 36596. gy/ /// _ _`\ \ \\ \\ \\ 8 \ 1 1\ 11 1 11 1 6,y INV= 36257' �� - u�y' Wig'' It 1 1 I I 1 II II 1 11 11 ! 1 I 1 1 1 1 1 1 \ \ 1 TOPEX J69 Y I N IN =362. x4]�',Jl� INV OUT =362.2 41 I I I 11 11 1 I 11 I I I I 1 11 II I I I I I I l I I ' 360 I I I 1 it If I I I I I 11 II I 1 I I I I 11 11 I I I �Itil, I I I I I I 1 1 I 1 I I 1 I I I I 1 I I I I I I I I I If 136 HMS KIDS NC f / I 1 1 1 '�11 I 1' I ' ll 1 I I I I I II I I I I I I I I ! I I I I II 4 I PARCEL ID 039568 0094 04 I I I I I l\ % f 2.82 WO -7 74 MAP ,,II I � I l I I I I I I I J' RA Ii`IA'C 0HAIRIZONING: C. � I TdRmI I I I I I l T 4(I 4 I i I I \ \ \ I I I I I I I I MATCHLI SEE THIS SHEET MATCHLINE VICINITY MAP (NOT TO SCALE) GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. CIS N Z � A N t0 � �1 C Ln � > a w ,y � c � � v C N d � T OJ �a � rn 7% � d LL C 1... o CCi � a rn � m U SEALS `"pllunbrgAA ,o &-ZH CARD - n SEAL or �i 026466 11 1 REVISIONS SEE THIS If / / /� /� // z / / / / /' / 0 o 3625'` \ \� /' CONSTRUCTION DOCUMENT 4t- 41 4( ct ct I Iy \ \\ \ I ryf1yARLEUi R. CA'V //7000 -747 I I I 70 \ \ \\ \\ \ \ \\ I I I I ZdONT COMM1 \ I O V Ct ct REVrEWEDBV: JFC DATE: 1/28/14 \�• PROIECTNUMBER: 13-005 \ � � �/ / / / / / / / / / / COUNTY IIARNETT ZONING: COMM LOCATION: US HWY 87 S TOWNSHIP: BARBEC)uE SITE GRADING PLAN JANUARY 2014 MAJOR DRAINAGE STRUCTURE SCHEDULE (DESIGN) STRUCTURE NO. PIPE SLOPE PIPE DIA. PIPE LENGTH PIPE MATRL UPPER INV. LOWER INV. I UPSTREAM STRUCTURE DATA UP STRM ON STRM OP ELEV. DEPTH TYPE I (IN) (FT) (FT) (FT) (FT) (FT) 1 2 1.49% 15 145 HOPE WITH SOIL TIGHT JOINTS 349.48 347.32 353.48 4.00 DI 2 3 1.08% 15 192 HOPE WITH SOIL TIGHT JOINTS 347.32 345.24 353.32 6.00 DI 3 4 16.00% 18 64 HOPE WITH SOIL TIGHT JOINTS 345.24 335.00 353.24 8.00 DI 5 3 3.54% 15 98 HDPE WITH SOIL TIGHT JOINTS 348.71 345.24 352.71 4.00 DI LEGEND NOTES N DI DROP INLET, SEE DETAIL SHEET TOP ELEV. OF DROP AIC.ET (DI) IS TOP OF GRATE O STRUCTURE IDENTIFICATION I i I I \ \ \ I I I I I I I I MATCHLI SEE THIS SHEET MATCHLINE VICINITY MAP (NOT TO SCALE) GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. CIS N Z � A N t0 � �1 C Ln � > a w ,y � c � � v C N d � T OJ �a � rn 7% � d LL C 1... o CCi � a rn � m U SEALS `"pllunbrgAA ,o &-ZH CARD - n SEAL or �i 026466 11 1 REVISIONS SEE THIS If / / /� /� // z / / / / /' / 0 o 3625'` \ \� /' CONSTRUCTION DOCUMENT 4t- 41 4( ct ct I Iy \ \\ \ I ryf1yARLEUi R. CA'V //7000 -747 I I I 70 \ \ \\ \\ \ \ \\ I I I I ZdONT COMM1 \ I O V Ct ct REVrEWEDBV: JFC DATE: 1/28/14 \�• PROIECTNUMBER: 13-005 \ � � �/ / / / / / / / / / / COUNTY IIARNETT ZONING: COMM LOCATION: US HWY 87 S TOWNSHIP: BARBEC)uE SITE GRADING PLAN JANUARY 2014