Loading...
HomeMy WebLinkAboutSW6190901_Plan (Cover)_20200226SITE NOTES 1. PROPERTY SUBJECT TO ALL EASEMENTS, RIGHTS -OF -WAY AND RESTRICTIVE COVENANTS OF RECORD. TAX PINs: 494450001431 2. UNLESS NOTED OTHERWISE, THERE WERE NO U.S.G.S., N.C.G.S. OR OTHER GOVERNMENTALLY RECOGNIZED HORIZONTAL CONTROL MONUMENTATION FOUND WITHIN 2,000 FEET OF THIS SUBJECT PROPERTY. UTILITY NOTES 1. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION REGULATIONS (OSHA): CONTRACTOR SHALL ENSURE ALL CONSTRUCTION AND EXCAVATION ACTIVITIES PROCEED ACCORDING TO THE LATEST OSHA GUIDELINES. 2. UTILITY LOCATIONS: 2.A. NOT ALL EXISTING UTILITIES ARE SHOWN ON THE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. CALL NORTH CAROLINA 811 (PHONE 1-800-632-4949) THREE WORKING DAYS PRIOR TO EXCAVATION. 2.B. COORDINATE WITH UTILITY OWNERS FOR LOCATION OF EXISTING UTILITIES AND WORK WITH THEM TO REMOVE CONFLICTS. 2.C. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS AND COORDINATE WITH THE ENGINEER FOR CHANGES TO THE SEWER LINE LOCATION AND, OR UTILITIES. IF CHANGES ARE NEEDED, PLANS MUST BE APPROVED BY THE APPROPRIATE AGENCY. 2.D. LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS ARE APPROXIMATE. 3. ALL MATERIALS FURNISHED AND WORK PERFORMED SHALL BE IN CONFORMANCE WITH HOKE COUNTY PUBLIC WORKS. 4. NOT ALL FITTINGS AND VALVES ARE SHOWN ON THE PLANS. CONTRACTOR SHALL INSTALL ALL FITTINGS AND AND VALVES AS REQUIRED TO MEET HOKE COUNTY PUBLIC WORKS STANDARDS. 5. 42" MINIMUM COVER SHALL BE PROVIDED OVER ALL WATER MAINS UNLESS SHOWN OTHERWISE. 6. THE CONTRACTOR SHALL PROVIDE THRUST BLOCKING AT BENDS AND TEES PER HOKE COUNTY PUBLIC WORKS STANDARDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES IF REQUIRED DURING INSTALLATION OF NEW WORK. SHEET LIST- C-00 COVER SHEET C-01 EX. CONDITIONS/DEMO PLAN C-02 SITE PLAN C-03 GRADING AND DRAINAGE PLAN G04 UTILITY PLAN C-05 EROSION CONTROL PLAN C-06 STORMWATER MANAGEMENT DETAILS C-07 EROSION CONTROL DETAILS C-08 UTILITY DETAILS C-09 GENERAL DETAILS HOKE LANDING 3.. LLC CONSTRUCTION DRAWINGS NOV M R 4, 2019 GENERAL NOTES DEVELOPER INFORMATION: HOKE LANDING 3, LLC 4200 MORGANTON ROAD, SUITE 150 FAYETTEVILLE, NC 28315 (910) 878-1266 1. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL APPROVALS ON THE JOB SITE AT ALL TIMES. 2. CONSTRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO HOKE COUNTY PUBLIC WORKS AND NCDOT STANDARDS AND SPECIFICATIONS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION (NC ONE CALL CENTER 1-800-632-4949). COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR. ANY LOCATION OF UNDERGROUND UTILITIES AS SHOWN ARE BASED ON VISIBLE EVIDENCE AND DRAWINGS IF PROVIDED TO THE SURVEYOR. LOCATION OF UNDERGROUND UTILITIES AND STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON, AND ADDITIONAL BURIED UTILITIES MAY EXIST. CONTACT THE APPROPRIATE UTILITY COMPANIES FOR INFORMATION REGARDING BURIED UTILITIES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF DISTURBED UTILITY SERVICES ENCOUNTERED WITHIN 8 HOURS OF INTERRUPTED SERVICE. CONTRACTOR SHALL NOTIFY USERS 24 HOURS PRIOR TO POSSIBLE INTERRUPTIONS OF SERVICE. 5. EXCEPT AS SPECIFICALLY STATED OR SHOWN, THE BASE SURVEY DOES NOT REPORT ANY OF THE FOLLOWING: EASEMENTS, OTHER THAN THOSE VISIBLE DURING FIELD EXAMINATION OR AS IN DOCUMENTATION PROVIDED BY THE CLIENT OR ATTORNEY, BUILDING SETBACKS, RESTRICTIVE COVENANTS, ZONING OR LAND USE REGULATIONS AND ANY FACTS THAT A TITLE SEARCH MAY DISCLOSE. 6. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. 7. PROPOSED BUILDING SETBACKS ARE AS SHOWN HEREON. IF NO SETBACKS ARE SPECIFIED, ANY STRUCTURES OR IMPROVEMENTS PLACED ON THIS SUBJECT PROPERTY MUST COMPLY WITH RESTRICTIVE COVENANTS, ZONING, DOCUMENTS OF RECORD GOVERNING SUCH IMPROVEMENTS AND ANY BINDING AGREEMENT BETWEEN THE DEVELOPER AND THE BUILDER/OWNER. 8. UNLESS OTHERWISE NOTED, THIS PROPERTY HAS NOT BEEN INVESTIGATED WITH REGARDS TO WETLANDS AND NO DETERMINATION HAS BEEN MADE AS TO THE EXISTENCE OF WETLANDS WITHIN THE BOUNDARIES SHOWN HEREON. 9. IF WETLAND AREAS ARE SHOWN ON THIS SUBJECT PROPERTY, THOSE AREAS WERE STAKED AND DETERMINED TO BE SUCH BY OTHERS. THE SURVEYOR'S CERTIFICATION HEREON CERTIFIES TO THE LOCATION OF THOSE AREAS, AS STAKED BY OTHERS, BUT LOCATED UNDER THIS SURVEYOR'S SUPERVISION AND PLATTED HEREON. 10. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED DURING THIS SURVEY. NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND CONTAINERS, WHICH MAY AFFECT THE USE OF THIS TRACT. 11. IF THE BASE SURVEY IS LABELED "ZERO LOT LINE" THERE ARE, IN ADDITION TO OTHER EASEMENTS SHOWN, MAINTENANCE EASEMENTS ON ALL INTERIOR LOT LINES, SAID EASEMENTS BEING 10 FEET IN WIDTH AND UNLESS OTHERWISE NOTED, 5 FEET EACH SIDE OF SAID INTERIOR LOT LINE. 12. IF THE STREETS AND ROADS SHOWN ON THIS MAP ARE LABELED AS PRIVATE STREETS, THE FOLLOWING NOTICE APPLIES TO THOSE STREETS: NO PUBLIC AGENCY IS PRESENTLY RESPONSIBLE FOR MAINTENANCE OF THE PRIVATE STREETS SHOWN ON THIS PLAT. PRIVATE STREETS ARE FOR THE USE OF ALL OWNERS OF PROPERTY WITHIN THIS SUBDIVISION, THEIR GUESTS AND ALL REPRESENTATIVES OF GOVERNMENTAL AGENCIES FOR INGRESS AND EGRESS, AND FOR THE CONSTRUCTION, INSPECTION AND MAINTENANCE OF PUBLIC STREETS, UTILITIES, AND DRAINAGE STRUCTURES. THE STREETS ARE THE SOLE RESPONSIBILITY OF THE DEVELOPER AND/OR HOMEOWNERS ASSOCIATION. 13. CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AND GRADES IN FIELD AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION OFF GRADING ACTIVITY. 14. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. 15. CONTRACTOR SHALL INSTALL AND MAINTAIN MEASURES AS NECESSARY DURING CONSTRUCTION FOR EROSION AND SEDIMENTATION CONTROL AND SHALL AT ALL TIMES ADHERE TO THE EROSION AND SEDIMENTATION LAWS AS PRESCRIBED BY THE NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES. 16. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE HOKE COUNTY, HOKE COUNTY PUBLIC WORKS AND NCDOT STANDARDS AND SPECIFICATIONS. 17. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION REGULATIONS (OSHA): CONTRACTOR SHALL ENSURE ALL CONSTRUCTION ACTIVITIES PROCEED ACCORDING TO THE LATEST OSHA GUIDELINES. 18. AMERICAN WITH DISABILITIES ACT (ADA): CONTRACTOR SHALL ENSURE THAT ACCESSIBLE PARKING SPACES, ACCESS AISLES, RAMPS, AND ACCESSIBLE ROUTES TO ALL ACCESSIBLE BUILDINGS (AS DETERMINED BY THE OWNER) MEET THE CURRENT MINIMUM REGULATIONS AS OUTLINED IN THE ADA STANDARDS FOR ACCESSIBLE DESIGN. IF CONTRACTOR IS UNABLE TO MEET THE CURRENT MINIMUM REGULATIONS AS OUTLINED IN THE ADA STANDARDS FOR ACCESSIBLE DESIGN, FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY LARRY KING AND ASSOCIATES, RLS, PA, AND THE OWNER/DEVELOPER, IN WRITING, PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITIES. 19. IT IS RECOMMENDED THE OWNER/DEVELOPER CONSULT WITH A GEOTECHNICAL ENGINEER OR OTHER PROFESSIONAL FOR ALL BUILDING FOOTINGS/FOUNDATIONS. 20. ANY RETAINING WALLS SHOWN ARE FOR LOCATION PURPOSES ONLY. ALL RETAINING WALLS SHALL BE DESIGNED BY OTHERS. EXISTING PROPOSED � im CATCH BASIN CONCRETE MONUMENT - - 123 CONTOURS CONTROLCORNER ^10— DRAINAGE SWALE .. ❑ DROP INLET E ELECTRIC LINE FIRE HYDRANT " GAS LINE ►� GATE VALVE ;- IRON PIPE, REBAR OR BREAK IN LINE ;% OVERHEAD LIGHTING • SANITARY SEWER CLEAN OUT —�-- SANITARY SEWER MAIN S SANITARY SEWER MH X123.23 SPOT ELEVATIONS G STORM DRAIN JUNCTION BOX - - STORM DRAIN PIPE - UTILITY POLE ®-� WATER BLOW OFF -w- WATER LINE WATER METER N WATER REDUCER - Fzl WATER TEE ►� WATER VALVE ABBREVIATIONS ADA = AMERICANS WITH DISABILITIES ACT ASPH = ASPHALT CB = CATCH BASIN CL = CENTER LINE DI = DROP INLET DIP = DUCTILE IRON PIPE EC = EROSION CONTROL EIP = EXISTING IRON PIPE ER = EXISTING REBAR EX = EXISTING FEMA = FEDERAL EMERGENCY MANAGEMENT AGENCY FES = FLARED END SECTION FFE = FINISHED FLOOR ELEVATION FH = FIRE HYDRANT HP = HIGH POINT INV = INVERT ELEVATION JB = JUNCTION BOX LF = LINEAR FEET LP = LOW POINT MH = MANHOLE OSHA = OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION PROP = PROPOSED PVC = POLYVINYL CHLORIDE RCP = REINFORCED CONCRETE PIPE RJDI = RESTRAINED JOINT DUCTILE IRON R/W = RIGHT-OF-WAY SR = SET REBAR SS = SANITARY SEWER STA = STATION TBR = TO BE REMOVED a - LO N NN CO CV 0 cn .O O r-, U co o vi O`1 E Q L O O � M CO U � LO 0 J > C O i p E m i r- IL O CO >, — 3 CL u- C� Z 3 f'. SEAL C = = N 103145!9 A z o z z x z � U w v w a C o a 9 2 � w o 0 Q U U 0 U w w w o N 0 N 0 O Z .. N Owner: JOSEPH P. RIDDLE, III ESCROW TRUST CONTACT 4200 MORGANTON ROAD SUITE ISO FAYETTEVILLE, NC 28314 (910) 864-3135 Project: HOKE LANDING PHASE 2 tax Id #: 49445-00-01-002 49445-00-01-430 49445-00-01-431 49445-00-01-432 township: Raeford county: Hoke state: North Carolina COVER SHEET CONSTRUCTION DOCUMENTS job no.: P19-014 date: 11 /04/19 drawn by: JN survey by: checked by: JN sheet no.: C 00