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HomeMy WebLinkAboutNCC221288_Site Plan or Location Map_20220413riffielm SITE NOTES: 1. PROJECT ADDRESS: 103 FLAT CREEK ROAD 2. TOTAL ACREAGE: 2.0 AC 3. ZONING. TOWN OF BLACK MOUNTAIN 4. PROJECT PIN NUMBER(S); 0619-k47-8797 & 0619-47- 99 5. EXISTING TOPO INFO SHOWN WAS PROVIDED BY. HIGH COUNTRY SURVEYORS, INC 6. EXISTING BOUNDARY INFO PROVIDED BY: HIGH COUNTRY SURVEYORS, INC 7. FEMA FLOOD PANEL; 3710061900J 01/06/2010 8. RECEIVING STREAM: FLAT CREEK, 6-78-6-(4), CLASS C 9. SOIL TYPE(S); Dr, Ud & UfB 10. DEED BOOK / PAGE: DB 5959 / PG 0418 & DB 6117 / PG 1887 11. LATITUDE / LONGITUDE: 35.622179,-82.315323 12. DISTURBED ACREAGE: 1.41 AC 13. EROSION CONTROL REVIEW: BUNCOMBE COUNTY 14. STORMWATER MANAGEMENT REVIEW; TOWN OF BLACK MOUNTAIN 1. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OWNER'S FACILITIES AND SHALL BE RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES WHICH OCCUR DURING CONSTRUCTION. 2. LOCATION OF ALL EXISTING UTILITIES, AS SHOWN HEREON, ARE APPROXIMATE ONLY. NO GUARANTEE IS MADE OR IMPLIED BY THE LOCATION REFLECTED IN THE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE, SIZE AND LOCATION OF ALL UTILITIES AND OTHER FEATURES WHICH MAY AFFECT CONSTRUCTION OR THE INTENDED FUNCTION OF THE DESIGN. CONTRACTOR SHALL NOTIFY DESIGNER PRIOR TO CONSTRUCTION IF EXISTING CONDITIONS DIFFER FROM THAT INDICATED IN THE PLANS. . NO STREAM OR WETLAND DISTURBANCE SHALL OCCUR WITHOUT A ARMY CORPS OF ENGINEERS PERMIT. 4. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES. 5. ANY EXCESS CUT MATERIAL DEVELOPED IN THE CONSTRUCTION OF THIS SITE SHALL BE DISPOSED OF IN AN APPROPRIATELY PERMITTED SPOIL SITE. CONTRACTOR TO PROVIDE PROOF OF PERMITS PRIOR TO CONSTRUCTION. 6. ANY ALTERATION TO THE PLANS MUST BE APPROVED BY THE PROJECT ENGINEER, OR APPROPRIATE AGENCY PRIOR TO THE COMMENCEMENT OF WORK. 7. THE CONTRACTOR SHALL OBTAIN, AND PAY FOR, PRIOR TO BEGINNING ANY WORK, ALL PERMITS AND LICENSES NECESSARY TO ACCOMPLISH THE WORK. 8. CONTRACTOR(S) SHALL BE RESPONSIBLE FOR ADEQUATE SUPERVISION TO PREVENT DAMAGE AND MOVEMENT FROM EQUIPMENT WORKING AROUND CONSTRUCTION STAKES. THESE CONSTRUCTION STAKES SHALL REMAIN IN PLACE AND BE PROTECTED UNTIL OWNER APPROVES THEIR REMOVAL, ANY STAKES THAT HAVE BEEN DISPLACED AS A RESULT OF CONSTRUCTION ACTIVITY ARE TO BE REPLACED BY A LICENSED LAND SURVEYOR ENGAGED BY THE CONTRACTOR AT NO COST TO THE OWNER. 9, THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD, IT IS SPECIFICALLY UNDERSTOOD THAT HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR SUPERVISION OF CONSTRUCTION, SAFETY MEASURES TAKEN DURING THE COURSE OF CONSTRUCTION, RESPONSIBILITY FOR SCHEDULING THE WORK FOR INSURING COMPLETE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR ALL CODE REQUIREMENTS, RULES AND REGULATION OF ANY PUBLIC OR PRIVATE AUTHORITY HAVING JURISDICTION OVER THE WHOLE OR ANY PART OF THE WORK. IN ADDITION, THE ENGINEER NEITHER UNDERTAKES, ASSUMES, NOR GUARANTEES THE WORK AND/OR PERFORMANCE OF THE CONTRACTOR. CONSTRUCTIONINSPECTION SCHED * PRIOR TO A PRECONSTRUCTION MEETING WITH THE OWNER, THE CONTRACTOR, ENGINEER, AND k REPRESENTATIVE !.i BLACK 2. ALL SHOP DRAWINGS * BE w *.PRIORTO THEPRECONSTRUCTION MEETING. ENGINEER3. TO BE CALLED FOR PERIODIC INSPECTIONS. 5. REFER TO MANUFACTURER'S SPECIFICATION MANUAL AND STATE AND LOCAL STANDARDS FOR ADDITIONAL REQUIREMENTS AND STANDARDS. 4. CALL ENGINEERING PRIOR TO COVERING UNDERGROUND STRUCTURES FOR FINAL INSPECTIONS. BEFORE YOU DIG! CALL 81. N.C. ONE -CALL CENTER TT'S THE LAW I w E u h r� I � E I i ow =?nv&Jt(p) N.T.S. TO BLACK MOUNTAIN N E rere]���M NO.: TITLE: C-0 COVER SHEET C-1.0 MASTER PLAN C-2.0 EXISTING CONDITIONS 1 DEMO PLAN C-3.0 CLEARING AND GRUBBING PLAN C-3.1 EROSION CONTROL PLAN C-3.2 EROSION CONTROL DETAILS 1 C-3.3 EROSION CONTROL DETAILS 2 C-3.4 EROSION CONTROL DETAILS 3 C-3.5 NCG01 GENERAL DETAILS 1 C-3.6 NCG01 GENERAL DETAILS 2 C-4.0 SITE PLAN C-5.0 GRADING AND STORMWATER PLAN C-5.1 STORMWATER DETAILS 1 C-5.2 STORMWATER DETAILS 2 C-5.3 STORMWATER DETAILS 3 r c n ntrcc�nr r tnan-rcn cvrcnrr rrenr nr rcwr NO.: TITLE: t--- �-tv ! IN cv (N cv M (10 co ! � co 1 �.., -�.. -... . V V ( I I i z < ' �..... i z3 V) Z O U) 75 .d. V W ( I CS5 0 V U � I � Ro ( 3 L�J1 cz (��yf\� m < i cn Zj j f t J [#._ ( 1.- p r �,) F- < (1) I w C3 W <oiz I Cy elf i S7 r_ixr I j }}}}��'�+���� i CA (D 0 ram-•+ F-- 0 A S A 08o V ;�-- z -- Q a Z 70 NORTH O iiiiiiiiiiiiiiii W co�CAROLINA ! LU}-� C� C W CV p O C4 ' 00 CD 11- rz 0 Ile Z > _ � v7 u c cn `Ccc :E 0 o I co T-I r d-' Lin = d co m ca En I EJ V U3 En T10 Z � It W 2 (2 I �> Z 1u U Z �- w d z C7 cy- Z 0 0 W 1-111111111111! 2: 0 W u (D uj 0 r V / � U- 0 Z Lu uj VI II W /�My� LL� "iVj