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HomeMy WebLinkAboutNCC232163_Site Plan or Location Map_20230811 0 Q O z o BAT CAVE ROAD GAS STATION 1.1.1 DEVELOPMENT PLANS FOR ,_ /Q 00 W J I S I ENTERPRISE , LLC 0 0 V 5 SHEET INDEX: 0 NO.: TITLE: TOWN OF OLD FORT C-0 COVER SHEET C-1.0 MASTER PLAN Mc DOWELL COUNTY, NORTH CAROLINA SITE DETAILS 1 Z C-1.2 SITE DETAILS 2 0 N C-2.0 EXISTING CONDITIONS/DEMO PLAN C-3.0 EROSION CONTROL PLAN CO 0 CO CO C-3.1 EROSION CONTROL DETAILS 1 0 W C-3.2 EROSION CONTROL DETAILS 2 N LT Li, C-3.3 NCGO1 GENERAL DETAILS 1 W U N C-3.4 NCGO1 GENERAL DETAILS 2 Z W Cf GENERAL NOTES: C-4.0 GRADING AND STORMWATER PLANDi C-4.1 STORMWATER DETAILS 1 0 Z 1. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES,THE GENERAL PUBLIC AND ALL OF THE OWNER'S DEVELOPMENT DATA C-4.2 STORMWATER DETAILS 2 FACILITIES AND SHALL BE RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES WHICH OCCUR DURING C-5.0 WATER AND SEWER PLAN CONSTRUCTION. PROPERTY ADDRESS: 573 BAT CAVE ROAD C-5.1 WATER DETAILS 2. LOCATION OF ALL EXISTING UTILITIES,AS SHOWN HEREON,ARE APPROXIMATE ONLY.NO GUARANTEE IS OLD FORT,NC 28762 .2. ,. N MADE OR IMPLIED BY THE LOCATION REFLECTED IN THE PLANS.IT IS THE CONTRACTOR'S PROPERTY OWNER: I S I ENTERPRISE LLC C-5.2 SEWER DETAILS Z N RESPONSIBILITY TO VERIFY THE TYPE,SIZE AND LOCATION OF ALL UTILITIES AND OTHER FEATURES ADDRESS: 589 CONTACT: IM BAM REVARD RD WHICH MAY AFFECT CONSTRUCTION OR THE INTENDED FUNCTION OF THE DESIGN.CONTRACTOR SHALL VICINITY MAP ASHEVILLE,NC,28806 ;_; NOTIFY DESIGNER PRIOR TO CONSTRUCTION IF EXISTING CONDITIONS DIFFER FROM THAT INDICATED EMAIL: ia78Ca_)bellsouth.net IN THE PLANS. �, ,,,,� PHONE: 828-633-6509 Da H 0 I3. NO STREAM OR WETLAND DISTURBANCE SHALL OCCUR WITHOUT A ARMY CORPS OF ENGINEERS PERMIT. PIN NUMBER: os5s-56-1263 w A m PROPERTY SIZE: 1.8 ACRES 4. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION N iDISTURBED AREA: 1.1 ACRES o '•1 CONTROL MEASURES AND PRACTICES PRIOR TO,OR CONCURRENT WITH,LAND DISTURBING ACTIVITIES. J� SOIL TYPES:BmA,RoA,EsB i UOtp5. ANY EXCESS CUT MATERIAL DEVELOPED IN THE CONSTRUCTION OF THIS SITE SHALL BE DISPOSED OF IN / r- ZONING DIS 0ICT:NAAmAN APPROPRIATELY PERMITTED SPOIL SITE.CONTRACTOR TO PROVIDE PROOF OF PERMITS PRIOR TO Il0yNCONSTRUCTION. LAT/LONG:35.PANEL:,-82.179627 , C U fV FEMA FLOOD PANEL:0659 EFFECTIVE DATE:10/2/2008 6. ANY ALTERATION TO THE PLANS MUST BE APPROVED BY THE PROJECT ENGINEER,OR APPROPRIATE •o o. 1. Z N AGENCY PRIOR TO THE COMMENCEMENT OF WORK. w E ao 7. THE CONTRACTOR SHALL OBTAIN,AND PAY FOR,PRIOR TO BEGINNING ANY WORK,ALL PERMITS AND d Fc .- 0 ,u 0 0000 LICENSES NECESSARY TO ACCOMPLISH THE WORK. - V H t'_ u 8. CONTRACTOR(S)SHALL BE RESPONSIBLE FOR ADEQUATE SUPERVISION TO PREVENT DAMAGE AND -_ v vl _ MOVEMENT FROM EQUIPMENT WORKING AROUND CONSTRUCTION STAKES. THESE CONSTRUCTION /% y C. . p �i o STAKES SHALL REMAIN IN PLACE AND BE PROTECTED UNTIL OWNER APPROVES THEIR REMOVAL.ANY - E ,C E, Z 2 STAKES THAT HAVE BEEN DISPLACED AS A RESULT OF CONSTRUCTION ACTIVITY ARE TO BE REPLACED ____`'� / al oo ` 3 co - Old For,,NC 28762 00 C C T BY A LICENSED LAND SURVEYOR ENGAGED BY THE CONTRACTOR AT NO COST TO THE OWNER. m 9. THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD,IT IS SPECIFICALLY UNDERSTOOD % 5 u, Cp > - THAT HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR SUPERVISION OF CONSTRUCTION, E . u < SAFETY MEASURES TAKEN DURING THE COURSE OF CONSTRUCTION,RESPONSIBILITY FOR SCHEDULING __ _ n1 u c ID ` co THE WORK FOR INSURING COMPLETE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR ALL CODE ® ° - " W REQUIREMENTS,RULES AND REGULATION OF ANY PUBLIC OR PRIVATE AUTHORITY HAVING DEVELOPER: t. E r•, Know what's below. a ' l� JURISDICTION OVER THE WHOLE OR ANY PART OF THE WORK.IN ADDITION,THE ENGINEER NEITHER I S I ENTERPRISE,LLC 811 Qf mUNDERTAKES,ASSUMES,NOR GUARANTEES THE WORK AND/OR PERFORMANCE OF THE CONTRACTOR. / IMRAN ALAM CaII before you dig. cia78@bellsouth>net .co y828-633-6509 1149 KEYSTONE DRIVE a W a ® • ASHEVILLE,NC 28806 - The Pond at Laurel Co`9 ENGINEER: INSPECTION SCHEDULE: N.T.S. WBH ENGINE,RING,PLLC YADSELPE 1. NO CONSTRUCTION SHALL COMMENCE PRIOR TO A PRECONSTRUCTION MEETING WITH THE OWNER, wyatt@builtbyabh.com THE CONTRACTOR,THE ENGINEER,AND A REPRESENTATIVE OF THE APPROVING JURISDICTION. 828-707-6120 2. ALL SHOP DRAWINGS SHALL BE SUBMITTED AT OR PRIOR TO THE PRECONSTRUCTION MEETING. 1728 9TH AVE.NW 3. ENGINEER TO BE CALLED FOR PERIODIC INSPECTIONS. HICKORY,NC 28601 4. CALL ENGINEERING PRIOR TO COVERING UNDERGROUND STRUCTURES FOR FINAL INSPECTIONS. 5. REFER TO MANUFACTURER'S SPECIFICATION MANUAL AND STATE AND LOCAL STANDARDS FOR ADDITIONAL REQUIREMENTS AND STANDARDS. SURVEYOR: SPENCER SURVEYING&MAPPING JASOPLS Surface Water Classifications; " j El ason SPENCER,rve as ason@spencer-surveyi ng.com 828-384-1480 Stream Index: 11-(1.5) 1095 HENDERSONVILLE ROAD,SUITE-S2 ASHEVILLE,NC 28803 Stream Name: CATAWBA RIVER Description: Front the confluence with the Left Prong Catawba River to Old Fort Finishing Plant Water Supply Intake PRELIMINARY- NOT FOR Classihcatlon: C;Tr CONSTRUCTION Date of Class.: August 31,2010 �\`1tSµ CAR�'1%, EER/ ~`2 iE /p i 5\ ., W A _ i NORTH re- (i) 4,54'8 _ CAROLINA 0 Ce r;',rBfNTLfY��� ,•:-•'.?'#P-Zydti„ O U