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HomeMy WebLinkAboutSW6210402_Plansheet C-3.0-1 - Grading/Drainage Plan_20220119LEGEND: "'Z ECM -EXISTING CONCRETE MONUMENT PP UTILITY POLE EIP Oa EIP-EXISTING IRON PIPE C GUY WIRE EIR Oa EIR-EXISTING IRON ROD 0 WATER METER EPKO EPK-EXISTING PK NAIL ASPHALT ERBO ERB-EXISTING REBAR CONCRETE SRBO SRB-SET REBAR 0 WETLANDS c COMPUTED POINT 0 BUILDINGS N/F - NOW OR FORMERLY UNSUITABLE SOILS R/W - RIGHT OF WAY 210 MAJOR CONTOUR PROPERTY LINE 207 MINOR CONTOUR ADJACENT PROPERTY LINE - LOc- LOc- LIMITS OF CONSTRUCTION - - RIGHT-OF-WAY - SF - SF - SILT FENCE LINE - - - - -SETBACK LINE - A - A - JUTE NETTING OVERHEAD UTILITY - ow - ow - DIVERSION BERM - - WETLANDS 0INLET PROTECTION X FENCE LINE TREE LINE VICINITY MAP NOT TO SCALE GROUND STABILIZATION CHART SITE AREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITHCES 7 DAYS NONE AND SLOPES HIGH QUALITY WATER (HQW) 7 DAYS NONE ZONES IF SLOPES ARE 10' OR SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE THAN 3:1 NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED SLOPES 3:1 OR 7-DAYS FOR SLOPES FLATTER 14 DAYS GREATER THAN 50 FEET IN LENGTH NONE ALL OTHER AREAS (EXCEPT FOR WITH SLOPES FLATTER 14 DAYS PERIMETERS AND THAN 4:1 HQW ZONES) 14 L=V V , YY=LJ , V=J SIDE SLOPES= 2:1 TOP OF BASIN: 211.50' / BOTTOM OF BASIN: 208.50' 10' EMERGENCY SPILLWAY: 210.50' v INVERT OF SKIMMER: 208.50' SIDE SLOPES OF BASIN ARE TO BE SEEDED WITHIN SEVEN DAYS. **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQU %yn 27.93 LF @ 0.61% 18" RCP WITH 0.8" ORIFICE FOR DEWATERING THE SEDIMENT BASIN DURING CONSTRUCTION. N/F TERESA M. KELTON W J, TRACT 1 OF DB 932, PG 879 DB 128, PG 59 RIP RAP DISSIPATER L=3' W=1 /3' 1/2" ERB I I I I NOTIFICATION OF COMBINED SELF -MONITORING AND SELF -INSPECTION FORM: THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN I I 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH --- PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED ERB EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE EXISTING DRIVEWAY - - INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.` ........ .,....... TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS EPK SR 1461 (KOONCE AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR K�� ROAD ) DEVELOPED A COMBINED FORM. THE SELF -INSPECTION `x` •M � 60 PUBLIC R/W ._� PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR - - •� LOCO- _ w I bZr- - -COG- ` CONSTRUCTION ACTIVITIES. THE FOCUS OF THE LOC _ _ _ SELF -INSPECTION REPORT IS THE INSTALLATION AND 1" EIP ECM MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL REMOVE EXISTING (PINCHED) MEASURES ACCORDING TO THE APPROVED PLAN. THE DRIVEWAY ECM INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: 28 HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, 1 PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910) 29 I 1 433-3300. JAMES D. BRYANT, III & WIFE, j / RACHEL DIAZ DB 1242, PG 270 17.10 217.35 217.42 I 1 216.82 217.42 30 \.0 1" EIP 1 -` 216.88 (PINCHED) 1„ 1 _ � EIP v 216.54 / �\ 27� \ 216.30 CI 2LID \ 1 \ 34.00 LF @ 0.74% 15" RCP \ 25 F1 ES RIP RAP DISSIPATER O I D5o=8" DMNc=12" 1 CLASS B 18" THICK , �' EIP 1„ EIP 1 / c 26.00 LF @ 0.58% 18' RCP "� . (PINCHED) 1: \37.67 LF @ 0.80% 18" RCP RIP RAP DISSIPATER PO 3 DITCH #1 �� \� L=9' W=4.5'/10.5 CI 5 CI 4 U FES 6 TO BE SEEDED �� r;D---8" DMAx--12" 1 21 WITHIN 7 DAYS \\\'\CLASS B 18" THICK I I I TEMPORARY SKIMMER BASIN #1 ma's l 110 O U 22 L=150', W=65', D=3' OS2 j^ I � 3 SIDE SLOPES= 2:1 N I UPON REMOVAL OF THE BASIN Z / TOP OF BASIN: 215.00' REINFORCE DITCH AREA UNDER BASIN WITH U v BOTTOM OF BASIN: 212.00' I S150 EC MATTING STAPLE PATTERN D I p m 20' EMERGENCY SPILLWAY: ALSO PLACE S75 MATTING ON ANY UPSTREAM : 214. J a INVERT OF SKIMMER: 2.14. PORTIONS OF THE DITCH THAT ARE NOT _ STABLE AT THIS TIME. 2 0 SIDE SLOPES OF BASIN ARE TO W , N CO BE SEEDED WITHIN SEVEN DAYS. **ATTACH A 2.0" FAIRCLOTH SKIMMER (OR EQUAL) : I WITH 1.4" ORIFICE FOR DEWATERING THE a o j SEDIMENT BASIN DURING CONSTRUCTION. -4 m / \ I w � I ,. D50=8" DMAx=12" TEMPORARY SKIMMER BASIN #4 EASEMENT N I _ CLASS B 18" THICK "S �TOP E SL PIN 2 1:.50' 11 � 214.94 215.28 \ 24 N O Of L-80', W-35, D-3' 10 U Of 33 g / 214.94 RIP RAP DISSIPATER I ,n I 0 1 y BOTTOM OF BASIN: 208.50' \ L-3' W-1 3' I' 10' EMERGENCY SPILLWAY: 210.50 / 4�1� - \ 2 D-8 D-12 �`V Q INVERT OF SKIMMER: 208.50' I O 4 SF . __ �8� CLASS B 18' THICK IVI z SIDE SLOPES OF BASIN ARE TO / Q , �� INLET h DITCH 7 "ATTACH SEEDED ED FAIRCLOTH SKIMMERAYS. EQUAL I / O�G / \ V PR (TYP) ^/ SEVEN REINFORCE WITH CHECK DAM �' ) S150 EC MATTING ♦� ( ) I WITH WEIR lv�� SILT \ STAPLE PATTERN D WITH 0.6' ORIFICE FOR DEWATERING THE � � (TYP) � � "���,, c�.. \ ��s � . � I ..� SEDIMENT BASIN DURING CONSTRUCTION. I � I / �5 � / FENCING . �� ti � 1 I 1 3/8 ...... ,. �S - - .. - : N _ .. / �� ,.,.. (TYP) \ J 30; 277LFFC� 0.79% 15'"'� P 216.22 26.00 LF @ 1.00% 15" RCP L C f EIR �Q•�_ �$ ��-.....0 DRAINAGE EASEMENJ o�� / 213.84 h� � 10' UTILITYCI 17-43.43 LF @ 0.71% 30" RCP PO 13 FES 9 0�F/ 26.00 LF @ 0. 8% 15"CI -1NV. 211.20 EASEMENT DITCH #4 / 213.84 , _ � � � .. . 215.50 "" _ ' 215.80--�_: � � �,CI 8 216.2 CI 7� � . - .. - .. - .. - .. - ..INV:. 2 6.80 �°` .. .. TO BE SEEDED ��� CI 29 - - 215.22 217 N 446,823.461 � l � � � 13.50 �" \ 215.51= �216.85- WITHIN 7 DAYS / / 118 215 - E 1,974,300.032 "-"°" U 4 0 50% 18 NC GRID NAD 83 _ _�� - --------------- CL V RCP CI 14 26.00 LF @ 0.77% 30" RCP�216.0 CI 11 �$ (2011) y N/F � RIP RAP DISSIPATER v A 2 WOODHAVEN PARTNERS, LLC / 0 RIP RAP DISSIPATER 213.59 F @ 0.33% 15" RCP h;� 2 - C W �- L=3' W=1 3' v .. ��>> 216 L + %�° DB 1240, PG 929 L=9' W=4.5' 10.5' 4514 CI 10 2 a y /��lr� 1t CI 15 _ l / f f D5�8„ DM 12' 3 L' % �,' 9 .. PC 4, SLIDE 4-67, MAP 003 DSo=8" DM�x=12" I/FES 19i / CLASS B 18" THICK, CI 30 j v. �,' �26.00 LF C� 1.00% 15" RCP J, CLASS B 18' THICK �f✓� R - 217 RIP RAP DISSIPATER � �� � �. 212.61 DITCH 2 //j a /l 'ti' SF= .. �. - .. - .. - .. 1/2" LP # / l L=24' W=9'/27' . TO REINFORCED WITH �l/'. �- /�!l/�l l OOl OOl OOl OOl 0j- ��� CI 20 213.24 +'/ D5o=10" DMAx=15" 39.23 LF C� 1 NAG S75 EC MATTING 7 // INV: 21 0 1 1 20' DRAINAGE FES1 21 ICI 31 i STAPLE PATTERN D y // // �/ CLASS 1 22.5" THICK 0.51 % 30" RCP FES 16 . , Co n 1 RB 25.36 LF C� 0.50% 18' �``� � � � ,, ,, ♦ O EASEMENT �o �� � � ,/;✓,/fir � � > www - 2 1/2" I -, r � cv ERB pA,F DIVERSION` . - .. , ,�r OS1> ♦ O/mot J 1 --�� ;�,. �. / BERM fP, ✓ i� :' (� O 1-A / ; S TYP ��1 / ,, '` , 1 1 i N/F DITCH #3 % %l%% �,��.. � �"'TO BE SEEDED`',..... � � N F 1 TEMPORARY SKIMMER BASIN 3 J r MICHAEL HENDRICKS &WIFE, # �7 W00 LLC 1 -o°j I;" HAVEN P PARTNERS, I I I l WITHIN 7 DAYS D A N 00 / v�jr/ n DB 1240, PG 929 KAREN SMITH L=65', W=30', D=3' > _ '� °• % ; DB 370, PG 432 SIDE SLOPES= 2:1 l !� / SLIDE 359, MAP 8 TOP OF BASIN: 210.75' RIP RAP ISSIPATER x O. ,,,,. PB 4117, PG 6ryo ' DITCH 6 I` 1 to BOTTOM OF BASIN: 207.75 L=31 /3 Tll / "'' RIP RAP DISSIPATER REINFORCED WITH 10' EMERGENCY SPILLWAY: 209.75 ♦ D50=8°'�1� 12" '"" _ SILT FENCE _ _ INVERT OF SKIMMER: 207.75''`"`, OUTLET S150 EC MATTING 10' B THICKD 8" D -12" s SIDE SLOPES OF BASIN ARE TO 5D- """- � ,(TYP) STAPLE PATTERN D n SO (, CLASS3B �18 THICK ASS• �� �T BE SEEDED WITHIN SEVEN DAYS. O N, is JS_ is + " "' SILT FENCE / 5 i **ATTACH A 1.5' FAIRCLOTH SKIMMER (OR EQUAL) ♦ �iP iS�,*-- 210 --= ,i O «,-_ OUTLET O ie 2 / EIR WITH 0.8' ORIFICE FOR DEWATERING THE SEDIMENT BASIN DURING CONSTRUCTION. ', '" ,'---� T.=`ram-- '�'�.�,-r- . , , " �--ram,.-=-"_"_^"�- '"" Jr 1/2" ,,,,, � •. �-�-�'--_"�..--=-,�.----,--'- � S n ERB ERB "` 1/2" EROSION CONTROL NOTES SEVEN DAYS, STABILIZE THE STOCKPILES BY CONSTRUCTION ACTIVITIES. CONSTRUCTION SEQUENCE ERBr VEGETATIVE COVER, TARPS, OR OTHER MEANS. 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE TEMPORARY SKIMMER BASIN #2 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR CONTROL EROSION FROM ALL STOCKPILES BY PLACING ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND CHECK DAM L=90', W=40', D=3' MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. SILT BARRIERS AROUND THE PILES. TEMPORARY PERFORMING WORK ON THIS PROJECT. HOLD PRE CONSTRUCTION CONFERENCE. / SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP STOCKPILES LOCATED ON PAVED SURFACES MUST BE 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT WITH WEIR SIDE SLOPES= 2:1(TYP) TOP OF BASIN: 212.00' AND INLET PROTECTION DEVICES WHEN THE STORAGE NO LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER BE CHECKED FOR STABILITY AND OPERATION FOLLOWING FENCE, AND DIVERSION BERMS WHERE SPECIFIED. N F = CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE 3. CONSTRUCT TEMPORARY SKIMMER BASINS. / BOTTOM OF BASIN: 209.00' / Y M. LOWERY GRAVEL WILL BE CLEANED OR REPLACED WHEN THE HOURS. LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS 4. CLEAR AND GRUB THE SITE AS NEEDED. tACT 2 OF 10' EMERGENCY SPILLWAY: 211.00' / ** ALL STORM PIPE SHALL BE CLASS IV RCP UNLESS Cl) SEDIMENT POOL NO LONGER DRAINS PROPERLY. 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT WILL BE MADE IMMEDIATELY TO MAINTAIN ALL 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING 1172, PG 261 INVERT OF SKIMMER: 209.00' N/F OTHERWISE NOTED. a 213.292��\ s 213.02 21: CI 26 (DOUBLE) LIMITS OF CONSTRUCTION 5/8" (22.9 AC) ERB �I0I6c===M .. GRADING NOTES 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF THE CURB, UNLESS OTHERWISE NOTED. 2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2% AND LONGITUDINAL SLOPE NO STEEPER THAN 5%. 3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. 4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS BEEN COMPLETED 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. 8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED BY SILT FENCE. 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. 10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 11. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANGE. 12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 TEMPORARY EROSION CONTROL BLANKET OR EQUAL SUBSTITUTE. 13. STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF THE BOX FOR ALL STRUCTURES UNLESS OTHERWISE NOTED. Fj R„ - J _ 26.00 LF @ •0.50% 18" RCP 10' UTILITY PO 22 i - - _ EASEMENT 214 SLADE CORNER ROAD CI 23 50' R/W (PUBLIC) \ 27 RIP RAP DISSIPATER ~ L=9' W=4.5/10.5' w D5o=8" DMAx=12" CLASS B 18" THICK DITCH #5 TO BE SEEDED 13 WITHIN 7 DAYS 6 � F.-31.67 LF @ 0.79 QF RCP \ /// -�SF.� 10' UTILITY � � `' FE RIP P R EASEMENT AP -DISSIPATER ' I co L=9 W=4.5'/10.5' "F D50-8" DMAx=12" IN I� CLASS B 18" THICK \ 20' DRAINAGE I, SEDIMENT WILL BE REMOVED FROM BEHIND THE CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING PRACTICES AS DESIGNED. N/F TO AREAS REMAIN GRASSED. SIDE SLOPES OF BASIN ARE TO PERRY M. LOWERY SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' DEEP DRAINAGE AREA HAS BEEN STABILIZED. INSPECT 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR AEL IPARRAGUIRf6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN. BE SEEDED WITHIN SEVEN DAYS. TRACT 1 OF AT THE FENCE. THE SEDIMENT FENCE WILL BE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES GRADED SLOPES AND FILLS SHALL BE NO GREATER TRACT 2 OF 7. INSTALL UTILITIES. **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) DB 1172, PG 261 REPAIRED AS NEEDED TO MAINTAIN A PROPER BARRIER. ON A DAILY BASIS AND REPLACE DETERIORATED, THAN THE ANGLE THAT CAN BE RETAINED BY B 969, PG 190 8• INSTALL INLET PROTECTION ON ALL NEW STORM WATER WITH 1.1" ORIFICE FOR DEWATERING THE 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR DAMAGED, OR ROTTED EROSION CONTROL DEVICES VEGETATIVE COVER OR OTHER ADEQUATE EROSION INLETS. SEDIMENT BASIN DURING CONSTRUCTION. PERMANENT FACILITIES INTENDED TO CONTROL EROSION IMMEDIATELY. CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, 9. PERFORM FINE GRADING. OF AND EARTH DISTURBANCE OPERATION SHALL BE 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 10. INSTALL AND PREPARE BASE COURSE. INSTALLED BEFORE ANY EARTH DISTURBANCE DENUDED AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH 11. PAVE ROADWAYS AND PARKING LOTS. 12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED OPERATIONS TAKE PLACE OR AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION. BUILDING CONSTRUCTION OPERATIONS ARE NOT TEMPORARY OR PERMANENT GROUND COVER, DEVICES AREAS. 3. TEMPORARY & PERMANENT EROSION CONTROL ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. 13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO • MEASURES SHALL BE CONSTRUCTED PER THE DETAILS WIND AND RUNNING WATER WITHIN 14 DAYS. USE PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR REMOVE ALL TEMPORARY MEASURES. HEREIN, OR SHALL BE CONSTRUCTED IN ACCORDANCE SEEDING AND MULCHING, EROSION CONTROL MATTING, PERMANENT GROUND COVER SUFFICIENT TO RETAIN 14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED / WITH THE NORTH CAROLINA EROSION AND SEDIMENT AND/OR SODDING AND STAKING IN GREEN SPACE EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. r GRAPHIC SCALE CONTROL PLANNING AND DESIGN MANUAL. AREAS AND OTHERWISE APPROPRIATE MEASURES. USE AREAS WITHIN 90 CALENDAR DAYS FOLLOWING 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE COMPLETION OF CONSTRUCTION OR DEVELOPMENT. / NCDEQ OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. PAVED. 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES SHOWN AND ANY Know what's below. 60 0 30 60 120 910-433-3300 DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE ADDITIONAL MEASURES REQUIRED TO CONTROL THE 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR FINAL STABILIZATION AND PERMANENT VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ SEDIMENT DURING THE COURSE OF CONSTRUCTION. 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS / Call before you dig. OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE IN FEET ( ) PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY APPROVE THE ACTION PRIOR TO REMOVAL. NECESSARY, AND MULCHED ACCORDING TO THE DETAILS BASIS WHEN TRACKING OCCURS. 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED HEREIN. I inch = 60 ft. 6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES 1/2" FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR ACTIVITY. THAT ARISE ON SITE IS STEVE PHILLIPS. CONTACT ERB DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN 11. THE INSTALLATION OF EROSION CONTROL MEASURES 910-638-6102. SHALL TAKE PRECEDENCE OVER ALL OTHER THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED z c� U z 240 I 1 1 I 1 1 I 1 1 Avg% 111'� 41111D61N olutuona III ■ civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, INC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 wwwAD site solutions.com �����1►I I I I11/��7�� CARO R. � - pF 40 ESS /O ��I�1 •;`9� • SEA 027 ''''' O REVISIONS PROJECT NAME WOODHAVEN SUBDIVISION GRADING AND EROSION CONTROL PLAN CLIENT J&K GENERAL CONTRACTORS 645 Laurinburg Highway Raeford, North Carolina 28376 Phone: (910) 638-6102 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1721 DRAWING SCALE HORIZONTAL: 1 "=60' DATE RELEASED JANUARY 17, 2022 SHEET NUMBER C-3mO LEGEND: "'Z ECM -EXISTING CONCRETE MONUMENT EIP O EIP-EXISTING IRON PIPE EIR Oa EIR-EXISTING IRON ROD EPKO EPK-EXISTING PK NAIL ERBO ERB-EXISTING REBAR SRBO SRB-SET REBAR a COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE ADJACENT PROPERTY LINE RIGHT-OF-WAY - — — — -SETBACK LINE OVERHEAD UTILITY - - WETLANDS X FENCE LINE TREE LINE VICINITY MAP NOT TO SCALE N /F TERESA M. KELTON TRACT 1 OF DB 932, PG 879 DB 128, PG 59 \ 3/8., EIR N 446,823.461 E 1,974,300.032 NC GRID NAD 83 (2011) PP. UTILITY POLE \K C GUY WIRE ❑■ WATER METER ASPHALT CONCRETE WETLANDS BUILDINGS C� ERB RB \\ ` \ \ \ EPK I Re `� I _ I �5-�� � � I I1 /2" ERB I I UNSUITABLE SOILS 210 MAJOR CONTOUR 1/ ERe EPK . .... EPK SR 1461 (KOONCE ROAD) 207 MINOR CONTOUR — roc— roc— LIMITS OF CONSTRUCTION _SF —SF — SILT FENCE LINE — A — A — JUTE NETTING — ow — ow — DIVERSION BERM 0INLET PROTECTION / � ��_ O 'ERB_.- `x % 1. - '-o— „",,. �.,, _:.:: „�,. ;' ..: »1 r— =- �� (P1" EIED) 60' PUBLIC R/W _ _ _ _ _ _ ECM ECM . I 1 I COURTNEY SCOTT WILLIAMS % 1 DB 1084, PG 606 PC 4, SLIDE 4-66, MAP 004 / / / °•...,"" JAMS D. BRYANT, III & WIFE, R L A I 1 j I _ DB1242 PG270 ' 1 �ww . . . . . ... i DITCH #5 DRAINAGE AREA 240 11 IIII solutions D Is im t e civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, INC 28306 office 1 910-426-6777 fax 1 910-426-5777 license number I C-2354 wwwAD site solutions.com IIDAR9 �% •4 SEA • 027 CC)1 REVISIONS PROJECT NAME WOODHAVEN SUBDIVISION DRAINAGE AREAS CLIENT J&K GENERAL CONTRACTORS 645 Laurinburg Highway Raeford, North Carolina 28376 Phone: (910) 638-6102 PROJECT INFORMATION DESIGNED BY: SEAN/CHRIS DRAWN BY: SEAN/CHRIS CHECKED BY: SCOTT PROJECT NUMBER: 1721 DRAWING SCALE HORIZONTAL: 1 "=60' DATE RELEASED JANUARY 17, 2022 SHEET NUMBER C-3m