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HomeMy WebLinkAboutSWA000160_Plansheet - Other_20220816r'IN U0IL-D0-3/-041J PARCEL 130469 CROASDAILE COUNTRY CLUB INC. DEED BOOK 1142 PAGE 270 PLAT BOOK 54 PAGE 1 ZONING: RS-10 USE: GOLF COURSE - C1 DEVELO M N N 72°50'41 " E 390,39' Total Pl°unq 6 &ou 62.86' FoU� J G - nch P �,. /ron 2„ 1pe 7 GM (Onlin� e 0 O O O Uy/ Tree ine 394- Curb & gutter ff4i Oy �PF I R \,' 39�3-_ -/-- aSAho/t / RELOCATION OR REPLACEMENT OF EXISTING LIGHT POLE SHALL BE COORDINATED WITH DUKE ENERGY SAWCUT EXISTING ASPHALT MIN OF V OFF TZ EDGE OF GUTTER TO PROVIDE CLEAN EDGE. p� PIN #: 0812-07-48-8177 PARCEL 130484 \ PAR FOUR PROPERTIES DEED BOOK 2046 PAGE 182 PLAT BOOK 1 8f REMOVE AND DISPOSE ZONING: EXISTING CATCH BASINS LAND USE: OFFICE DEVELOPMENT TIER: SUBURBAN r � IIW''____ 11 REMOVE AND DISPOSE 43 LF EXISTING 12" RCP REMOVE AND DISPOSE EXISTING p . CONCRETE SIDEWALK I 'RELOCATION OR REPLACEMENT OF EXISTING LIGHT POLE SHALL BE COORDINATED WITH DUKE ENERGY REMOVE AND DISPOSE \ 120 LF EXISTING 12" RCP M / REMOVE AND DISPOSE 9 •I�� gip, fi INN - • • 1�1,'�' �,1�'I� � Ct��•ip�lsa '`..�21 MIN I� x 18" RCP (Approx concrete sidewalk 180.4' Split StUCCo BU r1 rate p/ #37\9 Two Story One Story REMOVE AND DISPOSE EXISTING CONCRETE CURB AND GUTTER 7.53' 100' Rearyurd 1239 PG �67 o f J< � � Ic REMOVE AND DISPOSE EXISTING 0. J `- CONCRETE CURB AND GUTTER AND CONCRETE PAD 29.8' 11o0 v DJ J c 7.3°� 27.7' o 2.V PI N 08� P3 RcE� d 8'�� 738 ACY- 408 , 033,9 i EXISTING TWO STORY BUILDING 35,042 SF FOOTPRINT J� m DWI, - � F �i i5i Ole • .. - • , •L� ��4�0� ��0� AGE ��� �� .:: �•�• ,may` Dumpster Area concrete C EROSION CONTROL NOTES: 1. ALL PRACTICES ARE REFERENCED TO NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. IT IS THE CONTRACTORS RESPONSIBILITY TO HAVE THE LATEST VERSION. 2. ALL DISTURBED AREAS SHALL BE STABILIZED PER THE TABLE ON THIS SHEET. 3. ANY BORROW OR WASTE MATERIAL SHALL BE TAKEN / PLACED ON A SITE THAT HAS AN ACTIVE APPROVED GRADING PERMIT. IF THIS IS NOT OBTAINABLE, THEN CONTRACTOR MAY SUBMIT PLAN FOR APPROVAL TO NCDEQ PRIOR TO ANY OFF -SITE BORROW / WASTE AREAS BEING DENUDED AND ANY GRADING OPERATIONS STARTED ON THIS SITE. 4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THIS PLAN IS IN VIOLATION OF THE NCDEQ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 5. GRADING MORE THAN ONE (1) ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE NCDEQ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 6. SLOPES SHALL BE GRADED NO STEEPER THAN 2.5:1. FILL SLOPES GREATER THAN 10, REQUIRE ADEQUATE TERRACING. 7. DETERMINATION OF AREA AND CALCULATIONS FOR ACREAGE OF LAND BEING DISTURBED: AUTOCAD CIVIL 3D. CONSTRUCTION SEQUENCE: 1. AFTER OBTAINING APPROVAL OF EROSION CONTROL PLAN APPLY FOR NCG01 CERTIFICATE OF COVERAGE (COC) BEFORE ANY LAND DISTURBING ACTIVITIES CAN OCCUR. THE CERTIFICATE OF COVERAGE CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT (E-NOI) FORM AT DEQ.NC.GOV/NCG01. PLEASE NOTE, THE E-NOI FORM MAY ONLY BE FILLED OUT ONCE THE SEDIMENT AND EROSION CONTROL PLAN HAS BEEN APPROVED. 2. ONCE COC HAS BEEN RECEIVED PROVIDE A COPY TO THE DURHAM COUNTY STORMWATER AND EROSION CONTROL DIVISION AND SCHEDULE AN ONSITE PRE -CONSTRUCTION CONFERENCE AT ' LEAST 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITY. Founo' lron pipe 314" 3. INSTALL A RAIN GAUGE ON THE SITE AND MAINTAIN A WRITTEN RECORD OF AMOUNTS OF ALL 0 REMOVE AND DISPOSE EXISTING CONCRETE CURB AND GUTTER 'RY Y RAINFALL AND DATES. 4. MARK CONSTRUCTION LIMITS. 5. INSTALL SILT FENCE, SILT FENCE OUTLETS AND CONSTRUCTION ENTRANCE. 6. CALL DURHAM COUNTY STORMWATER AND EROSION CONTROL DIVISION FOR FIRST INSPECTION. 7. CALL FOR ON -SITE INSPECTION BY EROSION CONTROL INSPECTOR. WHEN EROSION CONTROL MEASURES ARE APPROVED, BEGIN CONSTRUCTION. 8. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE CONSTRUCTION BEGINS. 9. CLEAR AND GRUB SITE, DISPOSE OF ANY TREES, TRIMMING, STUMPS AND BRUSH. 10. ALLOW FOR RUNOFF TO ENTER DROP INLETS AND MAINTAIN INLET PROTECTION. 11. COMPLETE SITE CONSTRUCTION WITHIN THE PROJECT LIMITS AND STABILIZE SITE. 12. MAINTAIN AND RECORD SELF INSPECTIONS PER 15A NCAC 04B.0131 OF NCDEQ FOR EACH PHASE OF PROJECT TO ENSURE EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. 13. MAINTAIN STORM WATER INSPECTION LOG PER NPDES PERMIT. 14. EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSPECTED AT LEAST ONCE PER 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCHES PER 24 HOUR PERIOD. 15. AFTER THE SITE IS STABILIZED, INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS AND REMOVE TEMPORARY EROSION CONTROL DEVICES. SPOT SEED AND MULCH ALL RESULTING BARE AREAS. 16. REQUEST PRE -FINAL INSPECTION FOR "PUNCH LIST" ITEMS. D DISPOSE EXISTING 17. REMOVE ALL EROSION CONTROL DEVICES, SPREADING AND SEEDING ACCUMULATED SEDIMENT. CURB AND GUTTER AND REMOVAL OF EROSION CONTROL MEASURES SHALL BE APPROVED BY EROSION CONTROL J WITHIN ISLAND INSPECTOR. 18. REQUEST FINAL INSPECTION FROM DURHAM COUNTY STORMWATER AND EROSION CONTROL DIVISION. 19. ONCE THE SITE IS COMPLETE AND STABILIZED WITH THE ESTABLISHMENT OF PERMANENT GROUNDCOVER AND APPROVAL FROM DURHAM COUNTY STORMWATER AND EROSION CONTROL DIVISION HAS BEEN GIVEN TO CLOSE OUT THE EROSION AND SEDIMENT CONTROL PLAN, THE #: 0812- 58-83-0579 PERMITTEES SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION PARCEL 130467 (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED CROASDAILE DRIVE LLC our. BOOK 4178 PAGE 530 J (207.THERE ARE CURRENTLY NO PLANS FOR FUTURE DEVELOPMENT OF THIS SITE. Q BOOK 115 PAGE 144 ZONING: 01 LAND USE: OFFICE -OPMENT TIER: SUBURBAN MAINTENANCE OF EROSION CONTROL MEASURES: 1. INSPECT SEDIMENT FENCE PERIODICALLY & AFTER EACH RAINFALL EVENT & REPLACE DAMAGED FABRIC IMMEDIATELY. REMOVE EXCESS SEDIMENT DEPOSITS PROMPTLY. UPON STABILIZATION & APPROVAL OF DRAINAGE AREA, REMOVE FENCING & RESTORE MITS OF DISTURBANCE (TYP) AREA TO GRADE. 85 ACRES TOTAL 2. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN THE SEDIMENT EE COVERAGE AREA TO BE REMOVED DEPTH EQUALS 0.5 FEET DEPTH AT THE FENCE. SILT FENCE WILL BE REPAIRED OR 'P) 0.36 ACRES TOTAL REPLACED AS NECESSARY TO ENSURE EFFECTIVENESS. 3. INSPECT INLET AND PIPE PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL (0.5 INCH OR GREATER). CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. \ ~ o w I 4. INSPECT TEMPORARY SEEDED AREAS WITHIN 6 WEEKS OF PLANTING TO VERIFY REMOVE AND DISPOSE ADEQUATE STANDS. FERTILIZE, RESEED & REMULCH DAMAGED & SPARSE AREAS \ REMOVE AND DISPOSE EXISTING IMMEDIATELY. TACK MULCH & REPLACE AS NECESSARY. CONTINUE INSPECTIONS �s EXISTING TREE (TYP) qK \ p UNTIL VEGETATION IS WELL ESTABLISHED. /C KaR y \ CONCRETE CURB AND GUTTER oR Y\ /Cko y -1_ 7 42 T S Ry �� l h SS - n o C 38 T I 380 FO \ C EXISTING FIRE HYDRAN"TREE PROTECTION (TYP) TEMPORARY SILT FENCE EXISTING PUBLIC (TYP) TEMPORARY SILT FENCE OUTLET (TYP)- 6" CIP WATER LINE �W�W EXISTING SEW 12" CIP WATERLINE -W E -�a� T aN - W hyp BM W � W W REMOVE AND DISPOSE EXISTING -'LEV:38Rq�T CONCRETE SIDEWALK `N W W - a 344' ��� )A �E DRIV? '15$9 CONTRACTOR SHALL COORDINATE RELOCATION OF EXISTING (NORTH 1-85 SERVICE ROAD) TELECOM SERVICES AROUND PROPOSED SAND FILTER AREA VARIABLE WIDTH R/W (PART OF 1-85 R/W) OD REMOVE AND DISPOSE EXISTING I�O 5. INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS FOR EROSION AROUND CONCRETE SIDEWALK APRON & FOR STONE DISPLACEMENT. REPAIR IMMEDIATELY WITH SIMILAR SIZED STONES. D � K o S�qn �6. INSPECT PERMANENT SEEDED AREAS FOR EROSION OR DIE FOR 1 YEAR. REPAIR CK Q �// // -OUT DAMAGED, BARE, OR SPARSE AREAS BY FILLING GULLIES, REFERTILIZING, RESEEDING, �4 h F u o MULCHING & TACKING. nd 7" lr 0' 24 RCP f concr Rip e sidewalk on P/ Pe - Rap 7. THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OF THE EROSION CONTROL MEASURES AND SHALL ADD ADDITIONAL MEASURES AS NEEDED TO COMPLY WITH THE NORTH CAROLINA SEDIMENT CONTROL LAW AND LOCAL L TC- AUTHORITIES. SS SSSSSS SS 8. NO ADJUSTMENTS WILL BE MADE TO THE CONTRACT PRICE FOR MAINTENANCE OF EROSION CONTROL MEASURES. TEMPORARY CONCRETE WASHOUT W W W W W P�tVVl'd 9 - W W W REMOVE AND DISPOSE EXISTING CONCRETE SIDEWALK DURHAM COUNTY SOIL AND EROSION CONTROL NOTES: 1. A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO THE ISSUANCE OF A LAND -DISTURBANCE PERMIT. 2. IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE SPOIL/BORROW SITE MUST BE INCLUDED IN THE LAND -DISTURBANCE PLAN AND PERMIT UNLESS THE SPOIL/BORROW SITE ALREADY HAS A LAND -DISTURBANCE PERMIT. GRAPHIC SCALE 30 0 15 30 60 ( IN FEET) 1 inch = 30 ft. EXISTING LEGEND - - PROPERTY LINE - - - RIGHT-OF-WAY LINE EXISTING CURB LINE - GENERAL EASEMENT LINE --------- 722-------- EXISTING MINOR CONTOUR ------720----- EXISTING MAJOR CONTOUR -W-W- EXISTING WATER LINE -& EXISTING FIRE HYDRANT m EXISTING GATE VALVE pW EXISTING WATER METER -ss ss► EXISTING SANITARY SEWER PIPE ss s� EXISTING SANITARY SEWER MANHOLE EXISTING STORM PIPE ® EXISTING CATCH BASIN EXISTING DITCH CABLE EXISTING UNDERGROUND CABLE ov off EXISTING OVERHEAD UTILITY LINE ucE ua- EXISTING UNDERGROUND ELECTRIC FO/C EXISTING FIBER OPTIC CABLE G G EXISTING GAS MAIN -X X EXISTING FENCE EXISTING UTILITY PLOE BENCHMARK EXISTING SWALE < PROPOSED SWALE EROSION CONTROL LEGEND SEE NOTES AND DETAILS SYMBOL DESCRIPTION __� 850 --- PROPOSED TEMP. GRADING CONTOURS PROPOSED TEMP. GRAVEL CONSTRUCTION ENTRANCE/EXIT PROPOSED CONCRETE WASHOUT AREA PROPOSED TEMP. SILT FENCE PROPOSED SILT FENCE OUTLET PROPOSED ROCK PIPE INLET PROTECTION LOD PROPOSED LIMITS OF DISTURBANCE PROPOSED SILT SACK C C; � SrouP ENGINEERS PLANNERS SURVEYORS SCIENTISTS CES Group Engineers, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300 DENVER, NC 28037 T 704. 489.1500 www.ces-group.net SEAL- CARD AL $ - 041342 $ - M. coL � 011111110\`\ SUBMITTALS DATE: PURPOSE: 12/01/2021 75% VA SUBMITTAL 12/28/2021 100% VA SUBMITTAL 02/07/2022 FIRST PERMIT SUBMITTAL 04/21/2022 SECOND PERMIT SUBMITTAL 7/19/2022 THIRD PERMIT SUBMITTAL � O _ ti ti 0 oQ o� - J U z U_ JJ U W = _ � Q = W U � o U. p LO 2 W Ln 0 LIj W p > r` U m Lq 0 w � Q> 0 Lu - w W O U>a � 2 Q J O� < Q JF-- > Q LIj 1m O vZ N L.L U L M PROJECT NO: 7768 - 1021 CD DRAWING REVISIONS NO: REVISION DESC. DATE: 1 CITY COMMENTS 04/21/202 3 CITY/NCDEQ COMMENTS 7/19/2022 DRAWN BY: SC REVISED BY: SC CHECKED BY: DL ISSUED BY: SC DRAWING TITLE: DEMOLITION & EROSION CONTROL PHASE 1 DRAWING NUMBER: ■ ,opyright 2021 CES Group Engineers, LLP