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Home My WebLink AboutSW6220903_Plansheet - Grading/Drainage Plan_20221102VICINITY MAP NOT TO SCALE LEGEND: EGIZ ECM -EXISTING CONCRETE MONUMENT EIP 00 EIP-EXISTING IRON PIPE EIR 00 EIR-EXISTING IRON ROD EIS O EIS -EXISTING IRON STAKE ERB0 ERB-EXISTING REBAR SIR 00 SIR -SET IRON ROD SPKO SPK-SET PK NAIL SRB0 SRB-SET REBAR o COMPUTED POINT _ N/F - NOW OR FORMERLY R/W - RIGHT OF WAY RCP - REINFORCED CONCRETE PIPE PROPERTY LINE ADJACENT PROPERTY LINE ' TIE LINE RIGHT-OF-WAY OVERHEAD UTILITY - - - - CREEK - - WETLANDS TREE LINE 210MAJOR CONTOUR 207 MINOR CONTOUR ----------EDGE OF WATER too r> 100 YEAR FLOOD ZONE BENCHMARK SIGN SIGN PPS UTILITY POLE C GUY WIRE ❑T TELEPHONE PEDESTAL ASPHALT UNSUITABLE SOILS WETLANDS LOC LIMITS OF CONSTRUCTION SF SILT FENCE LINE OINLET PROTECTION GROUND STABILIZATION CHART EROSION CONTROL NOTES / CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, ACTIVITIES. NOTIFICATION OF COMBINED SELF -MONITORING AND GRADING NOTES AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE SELF -INSPECTION FORM: PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR OR OTHER MEANS. CONTROL EROSION FROM ALL ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. PERFORMING WORK ON THIS PROJECT. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN BENCHMARK AND MUST BE VERIFIED BY THE GENERAL OPERATION. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH AND INLET PROTECTION DEVICES WHEN THE STORAGE MUST BE NO LESS THAN FIVE FEET FROM THE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH GRADE OF THE CURB, UNLESS OTHERWISE NOTED. DURING AND AFTER GRADING BY THE CONTRACTOR TO CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED 2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL MORE THAN 24 HOURS. ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE EROSION AND SEDIMENTATION CONTROL PLAN IS BEING SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2% AND IS DETERMINED THAT THERE IS A SLOPE STABILITY NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE LONGITUDINAL SLOPE NO STEEPER THAN 5%. PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. 3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL 8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT DRAINAGE AREA HAS BEEN STABILIZED. INSPECT SLOPES AND FILLS SHALL BE NO GREATER THAN THE LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS WITH THE APPROVED EROSION AND SEDIMENTATION BY SILT FENCE. PROPER BARRIER. A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR OTHER ADEQUATE EROSION CONTROL DEVICES OR AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, DEVELOPED A COMBINED FORM. THE SELF -INSPECTION MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. IN PROGRESS. AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED PROGRAM OF THE NPDES STORMWATER PERMIT FOR 4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE 10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE DENUDED AREAS IN WHICH GRADING OR SITE BUILDING WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES CONSTRUCTION ACTIVITIES. THE FOCUS OF THE PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN OR AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. SELF -INSPECTION REPORT IS THE INSTALLATION AND AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO CONSTRUCTION. AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HANDLE THE STORM WATER ARE CONSTRUCTED. THE 3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION MEASURES ACCORDING TO THE APPROVED PLAN. THE HAS BEEN COMPLETED CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR CONTROL MATTING, AND/OR SODDING AND STAKING IN MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH GREEN SPACE AREAS AND OTHERWISE APPROPRIATE 90 CALENDAR DAYS FOLLOWING COMPLETION OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND CONTRACTOR AND THE OWNER TO PROTECT ADJACENT 11. ANY DEVIATION FROM THE APPROVED GRADING PLAN CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON CONSTRUCTION OR DEVELOPMENT. COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR DESIGN MANUAL. AREAS TO BE PAVED. 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION HTTP: //PORTAL.NCID ENR.ORG/WEB/LR/EROSION OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR TO IMPLEMENTATION OF THE CHANGE. 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL CONTROL MEASURES SHOWN AND ANY ADDITIONAL THE UNDERGROUND UTILITY PIPES, CONDUITS, OR 12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 LAND DISTURBING ACTIVITIES. 910-433-3300 FINAL STABILIZATION AND PERMANENT VEGETATION HAS THE COURSE OF CONSTRUCTION. PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910) 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY TEMPORARY EROSION CONTROL BLANKET OR EQUAL 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS 433-3300. THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE SUBSTITUTE. OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE APPROVE THE ACTION PRIOR TO REMOVAL. NECESSARY, AND MULCHED ACCORDING TO THE DETAILS PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED HEREIN. WHEN TRACKING OCCURS. CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT 6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET ACTIVITY. ARISE ON SITE IS BEN STOUT. CONTACT 910-779-0019. FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION / / 0 0 \ 1/2 ERB � 1/21, EIP NOD " 1 /2" \ / ERB \ �$ ERB �1/2„ \ ERB 1/2, 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) o 1 /2" J\ L I EIP ` V N 549,052.060 E 2,066,885.331 0 ` 1/2 NC GRID NAD 83 ERB (20 /1) � 105 1 2 1/2 \ 2 EIS 1 1 ERB \ c 1/2„ / --r ERB ERB L / 1 �� L / ERB r ERB SHEET KEY ✓ �� : �' 100 1F 1 /2„ 1 2" ADO ERB J I/" 100 YF v \ EIR 1 /2„ 1 /2„ : f _ 1 . ERB ERB EIR -1 /2„ \ \ \ 1ERB 1 /2„ 1ERB r� °o �_ /__��r / i< 105 o e o \ EIR ERB 17 �'p,1. x . Y �Y 1. ,11�s>1►lIIG!♦ ♦!!♦ ♦!!�� . 0 o 113 00 ro CONSTRUCTION SEQUENCE u `�� 9 O O O O D � 12 � 11 10 O I �---. � z 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND 15 / 14 13 j HOLD PRE CONSTRUCTION CONFERENCE. p 18 17 �� 16 �I L) 2. INSTALL STONE CONSTRUCTION ENTRANCES AND z TEMPORARY SILT FENCE WHERE SPECIFIED. 3. CONSTRUCT TEMPORARY SKIMMER & SEDIMENT BASINS. 0 113' v I O 4. CLEAR AND GRUB THE SITE AS NEEDED. 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING t /� TO AREAS REMAIN GRASSED. 6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN. _ S r� 7. INSTALL UTILITIES. 8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER A� INLETS. 9. PERFORM FINE GRADING. ) 10. INSTALL AND PREPARE BASE COURSE. 11. PAVE ROADWAYS. ti _ 12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED 125 ti AREAS. �- V - L- 13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO = REMOVE ALL TEMPORARY MEASURES. > ^� ti 120 14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND c -� ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. 15. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL r STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF C /N TERMINATION (NOT). THE NOT IS AVAILABLE AT: HTTPS://EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION. - - PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT MUST BE UPLOADED AS PART OF COMPLETING THE NOTICEOF TERMINATION PROCESS. )�� , _ - - - - > cry-_S�r4 . - 01 , i I a -- --- -- - -- _- -- -- - JamI - _RANCH HOUSE _ _ loon _ _ -ooP� _ - oo�- - - - - - - -j I --SEAHAWK CT _ - - 00� 00l OOl 00� OOl - -- ---� --�\. -00E�..L C--_---- j r--V PP15 --- _�__� -- -- -_ --- � J n-_�-_�-_------�- 1/2„ _-- ---- --- _ - � - - - - _ iNv�------- -- -- ERB ERB GRAPHIC SCALE NC 217 -LINDEN ROAD ---------- 60' PUBLIC R W _ _ 100 0 50 100 200 400 1 EIP Know what's below. EIP IN ET Call before you dig. 1 c ch FE100)ft. 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 4Dsite solutions 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 IN SEA 0274 `�VG � •�.• Z �� 11111111N 0")-21`1)-22 REVISIONS PROJECT NAME LINDEN LANDING SUBDIVISION OVERALL GRADING AND EROSION CONTROL PLAN CLIENT AGS LAND LLC 1786 Metromedical Drive Fayetteville, North Carolina 28304 Phone: (910) 779-0019 PROJECT INFORMATION DESIGNED BY: BRETT DRAWN BY: BRETT CHECKED BY: SCOTT PROJECT NUMBER: 1878 DRAWING SCALE HORIZONTAL: 1 "=100' DATE RELEASED SEPTEMBER 29, 2022 SHEET NUMBER C-3mO