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Home My WebLink AboutSW6240103_Plansheet - Grading/Drainage Plan_20240119 site solutions GRADING NOTES PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE CONSTRUCTION SEQUENCE I LEGEND: ^� I civil engineering land surveying NC H/GHI TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE-CONSTRUCTION EIP QEIP-EXISTING IRON PIPE x 3g44�'SPOT ELEVATION I 409 Chicago Drive,Suite 112,Fayetteville,NC28306 27 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE OPERATION. EPK office l 910-426-6777 fax j 910-426-5777 license number I C-2354 BENCHMARK AND MUST BE VERIFIED BY THE GENERAL 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH CONFERENCE. O EPK-EXISTING PK NAIL -BENCHMARK wwwADsitesolutions.com CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED DURING AND AFTER GRADING BY THE CONTRACTOR TO 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE, TEMPORARY SILT ERG O ERB-EXISTING REBAR 0 SIGN I GRADE OF THE CURB, UNLESS OTHERWISE NOTED. DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT FENCE OUTELTS, CHECK DAMS, AND DIVERSION BERMS WHERE SPECIFIED. 51 2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES IS DETERMINED THAT THERE IS A SLOPE STABILITY 3. CONSTRUCT TEMPORARY SKIMMER BASINS. o COMPUTED POINT [!]TRANSFORMER SITE y SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2% AND PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. 4. CLEAR AND GRUB THE SITE AS NEEDED. N/F - NOW OR FORMERLY * LIGHT POLE LONGITUDINAL SLOPE NO STEEPER THAN 5%. 8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS TO REMAIN PP 3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED GRASSED. R/W - RIGHT OF WAY • UTILITY POLE �� \\►I I I I11/, 5/8" LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE BY SILT FENCE. 6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN. PROPERTY LINE C GUY WIRE ERB WITH THE APPROVED EROSION AND SEDIMENTATION 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL 7. INSTALL UTILITIES. ADJACENT PROPERTY LINE ❑T TELEPHONE PEDESTAL •.•••••.. � CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS 8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS. NN� �pQ�•.• ES3/ •.•/ MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY IN PROGRESS. 9. PERFORM FINE GRADING. - TIE LINE N WATER VALVE I pF O •. DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. 10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE 10. INSTALL AND PREPARE BASE COURSE. -- RIGHT-OF-WAY AFIRE HYDRANT / 4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN 11. PAVE ROADWAYS. -, FIRE _ SEA _ w WATER LINE 0 WATER METER / PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO 12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. 0274 AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL HANDLE THE STORM WATER ARE CONSTRUCTED. THE 13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO REMOVE ALL TEMPORARY // OVERHEAD UTILITY ASPHALT � / BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE MEASURES. - STREAM WETLANDS •`�1/C,I NE �`�� HAS BEEN COMPLETED DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE DETAILS . ••••••. 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE 11. ANY DEVIATION FROM THE APPROVED GRADING PLAN WITHIN THE PLANS AND ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. WETLANDS -��-��-LIMITS OF CONSTRUCTION oW I ��i��OOTT '6 CONTRACTOR AND THE OWNER TO PROTECT ADJACENT SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR 15. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL STORMWATER PERMIT FOR EXISTING EASEMENT LINE -SF -SF -SILT FENCE LINE PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING TO IMPLEMENTATION OF THE CHANGE. CONSTRUCTION ACTIVITIES MUST BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF X FENCE LINE -JN -dN -JUTE NETTING NORTH OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR 12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR TERMINATION (NOT). THE NOT IS AVAILABLE AT: / THE UNDERGROUND UTILITY PIPES, CONDUITS, OR MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 HTTPS://EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION. PLEASE NOTE THAT THE TREE LINE -Div-Div-DIVERSION BERM / STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN TEMPORARY EROSION CONTROL BLANKET OR EQUAL CLOSE OUT INSPECTION REPORT MUST BE UPLOADED AS PART OF COMPLETING THE too YF 100 YEAR FLOOD ZONE O INLET PROTECTION I VICINITY MAP \ 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SUBSTITUTE. NOTICE OF TERMINATION PROCESS. 200 MAJOR CONTOUR \ THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE ERB O ERS AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE 199 MINOR CONTOUR N/F I REVISIONS NOT TO SCALE \ / / I GENERAL UTILITY TRACT 3 OF ERB DB ANY, INC. / / 566, PG 155 � ERB / / I p7� N/F I JUNIOR C. SMITH N 586,876.362 00, DB 1343, PG 881 E 2,039,821.749 , PB 10, PG 33 I Y o NC GRID NAD 83 MT. ARIEL COMMUNITY CHURCH // ExisrlNc fl �• / J (2011) `� 1 Q 2 �^-� XISTING DB 4199, PG 1867 " FLATBAR O E l/ / � �• AXLE PB 2008, PG 994 GPI N 590,144.597 l E 2,038,652.4-99 NC GRID NAD 83 b 5/8 /r� EIS (2011) �JW W ERB ERB EPK PP W N/F o-- 4D DISK K 1 5/8" Y �' j GENERAL UTILITY J COMPANY, INC. 5/8" 0 {} N 590,236 976 _ ERB � (� ERB 5/8' E 2,038,574.122 EPK 22 23 24 25 CD ERB ELEV 209.2721 27 28 W TRACT 1 OF INC GRID NAD 83 /' w \ 12 13 19 DB 566, PG 155 / I / (2011) 0gO O 10 11 �'. /� NAVD as , 15 16 17 ° � �- /, � � �"• g � Q - - � - � 7- 0 L _ - �� gas V) 74 THOMAS TRAIL - 7�� / 0 0 qC2�9 5/a.. / 50 R/W (PUBLIC & UTILITY ACCESS) w J 0 Imo _ a o � f o 35 34 33 32 f w 1 r5 I �-- - -� \ �75,/ � v„' . 62 61 CD r J Q � � / a N/F SQ�� / O 59 CD / 45 a / Q PROJECT NAME DUNCAN'S CROSSING SUBDIVISION Vg 57 l /`) ,� �o} /�� W tfa 3 56 / oc �� o � - v f l0 PB 2022, PG 318 �� 0 r CD l x / o� OQ } 1_ 63 - , 54 \ THELEANDER P 46 C,// � �-- 38 � o y y � / EIP L O2 53 52 50 49 48 47 OO �PC� >,Q ` - r O _ Oo 51 �Q - �� , ,: y / LEE PRESERVE _j �58" G CA 2 W ERB 1/2 O O �` j r .e�W , ~ `� / �✓ �v �� EIP / \ J 0, -�` v § l� 4-own 0 4 Ci f � n Ate _ r OS1 IN CA 1 �, HARRIETTE COURT >_ 2 N ( _ - 50' R/W (PUBLIC & UTILITY ACCESS) V r r W W L Oe- L@e LAC 1 r / CA 3W 5/a.. t0 jo W W N/F / �� ✓ W W W W i W W W / GENERAL UTILITY " W W W COMPANY, INC. 1 TRACT 4 OF / / > 42 W y W DB 566 PG 155 EPe � 73 72 71 70 69 CD Olt-'' 66 � � '�' � � � � , 5/8, i Q O 65 64 l - ERB , m I l S f�. y OVERALL ERB" _ SE _ W W W • - GRADING AND ECM l �. • J �1 f� �� \ram �,i _ S F777, SS �,� ��- �� r _� ` W �w W W W W W _ EROSION ERB �� )) � / � 1� / / / r � �/ \ 1 / / ) / / - / ' J/� - �� `� ! /�/t\��. 3l�/ ' �� 1i/ // J � ��C /� /J/ ` i7 � // C M •EXISTING - ,_ , LIGHTWOOD CONTROL PLAN STAKE / �,B / WITH NAIL o �s M T S. PITTMAN & / o o° MURPHY-BROWN OF LLC / OAN PI JO DB 796, PG 812NER/ / 00 ^ DB 2694, PG 859 PB 2000, PG 712 / N PB 99, PG 135 CLIENT I , II SENTER FAMILY REAL ESTATE LLC TRIANGLE LAND I STEPHENS PLACE OF DB 1876, PG 256 DRIVEWAY PIPES SHALL BE 15" RCP EXCEPT FOR THE F PARTNERS, LLC ' 1 FOLLOWING: yet° • LOT 17-22: 24" RCP 1 I LOT 23-28: 18" RCP 1 I EROSION CONTROL NOTES I I 1 1. ALL EROSION CONTROL MEASURES REQUIRED FOR THIS SITE ARE TEMPORARY UNLESS OTHERWISE SPECIFIED. RIP RAP APRONS ARE 1 PERMANENT. 9 1 I 2. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE 1 I REMOVED FROM THE SEDIMENT TRAP AND INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% o I 1 FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE PO Box 5548 1 I 1 REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE Cary, North Carolina 27512 REPAIRED AS NEEDED TO MAINTAIN A PROPER BARRIER. Phone: 704 608-3085 I 3. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE NOTIFICATION OF COMBINED SELF-MONITORING AND 1 I OPERATION SHALL BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE EARLIEST POSSIBLE POINT SELF-INSPECTION FORM: I 1 DURING CONSTRUCTION. 1 4. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR % I 5. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING GROUND STABILIZATION CHART �0 I LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH 01 ACTIVITIES. 910-433-3300 PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED SITE AREA STABILIZATION STABILIZATION TIME PROJECT INFORMATION I I 6. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL EROSION AND SEDIMENTATION CONTROL PLAN IS BEING DESCRIPTION TIME FRAME FRAME EXCEPTIONS 2 BE ON A DAILY BASIS WHEN TRACKING OCCURS. FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE 95 7. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. PERIMETER DIKES, _ REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL SWALES, DITHCES 7 DAYS NONE DESIGNED BY: BRETT a EROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS AND SLOPES m MUST BE NO LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS. AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR HIGH QUALITY WATER DRAWN BY: BRETT 8. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN DEVELOPED A COMBINED FORM. THE SELF-INSPECTION (HQW) ZONES 7 DAYS NONE CHECKED BY: SCOTT m STABILIZED. INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING IF SLOPES ARE 10' OR SONS N OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. PROGRAM OF THE NPDES STORMWATER PERMIT FOR SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE v PROJECT NUMBER: 2006 9. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH CONSTRUCTION ACTIVITIES. THE FOCUS OF THE THAN 3:1 NOT STEEPER THAN 2:1, o GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, WIND AND SELF-INSPECTION REPORT IS THE INSTALLATION AND 14 DAYS ARE ALLOWED CO RUNNING WATER WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION CONTROL MATTING, AND/OR SODDING AND STAKING IN GREEN MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL w w 7-DAYS FOR SLOPES SLOPES 3:1 OR SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED. MEASURES ACCORDING TO THE APPROVED PLAN. THE ~ G DRAWING SCALE c� 14 DAYS GREATER THAN 50 FEET NC U 10. DOD PERMAN NOT ENT VEGETATIONVE ANY HAS BEEN AND ESTABLISHED,MENT I ISIREC MMENDEDCES AFTER ETHATTTNCDEQ APPROVE ECTED AREA STHEDACTIONEPRORLTOAI REMOVAL. THE PROJECTINSPECTIONS , ANDUNTIL PERMANENT GROUND D BE CONDUCTED AFTER EACH PHASE OF FLATTER IN LENGTH cP R�\Q83 • 11. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION ACTIVITY. COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: NONE a 12. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION ACTIVITIES. HTTPS: ALL OTHER AREAS (EXCEPT FOR ) HORIZONTAL: 1'I=150' //WWW.DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-AND- WITH SLOPES FLATTER 14 DAYS PERIMETERS AND / 13. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON LAN D-RESOURCES/STORMWATER/STORM WATER-PROGRAM/NPDES- THAN 4:1 o , THIS PROJECT. CONSTRUCTION-PROGRAM HQW ZONES) 14. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY o ® RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO DATE RELEASED c, MAINTAIN ALL PRACTICES AS DESIGNED. IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, 0 15. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910) GRAPHIC SCALE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT 433-3300. EXPOSED WILL, WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED 1so 0 7s 1so 30o soo DECEMBER 6, 2023 WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. Know what's below. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED Call before you dig. AREAS WITHIN 90 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. a 16. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO SHEET NUMBER CONTROL THE SEDIMENT DURING THE COURSE OF CONSTRUCTION. ( IN FEET ) o 17. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE DETAILS HEREIN. 1 inch = 150 ft. N 18. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS KIRBY LAFORCE. CONTACT 704-608-3085. -3mO a a m 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