SW6230702_Plansheet - 3 Overall Construction Plan_20231017 (2)

NOTES �� . ` _ . _ _ _
1. REVIEW AND APPROVAL OF THE PLANS DOES NOT RELIEVE THE 11. SEE PLAN / PROFILE SHEETS (SHEETS 4- 6) FOR ADDITIONAL 20. DRAINAGE STRUCTURES INSTALLED WITHIN THE EXISTING AND/OR 26. DRIVEWAYS FOR LOTS 1 AND 67 SHALL BE LOCATED TO MAXIMIZE
OWNER, CONTRACTOR, OR DEVELOPER FROM MEETING ALL THE DESIGN AND LAYOUT INFORMATION. PROPOSED R/W MUST BE PER NCDOT STANDARD DRAWINGS. THE THE DISTANCE FROM NC 27 HIGHWAY. THIS RESTRICTION SHALL
REQUIREMENTS OF THE HARNETT COUNTY ZONING/ DEVELOPMENT NCDOT (STATE) WILL NOT BE RESPONSIBLE FOR MAINTENANCE/ BE NOTED ON THE FINAL PLAT. J J THOMAS ENC INEERINC, INC.
ORDINANCE, AND ANY OTHER STATE, AND FEDERAL REGULATIONS 12. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON PLANS BASED ON INSPECTION OF ANY STORMWATER APPURTENANCES OUTSIDE THE
AND APPROVALS. ACTUAL FIELD CONDITIONS. R/W. THIS INCLUDES OUTFALL DITCHES. ALL DITCHES MUST BE 27. VEGETATED BUFFERS SHOWN ON STREAMS ARE REQUIRED BY THE /
STABLE PRIOR TO NCDOT ACCEPTANCE INTO THE STATE SYSTEM. NCDEQ AS PART OF PHASE II STORMWATER RULES. ` CIVIL ENGINEERING & PLANNING
2. IMPROVEMENTS TO THE HARNETT REGIONAL WATER(HRW) WATER 13. CENTERLINE OF WATER MAIN TO BE INSTALLED 4' FROM EDGE OF • '
SUPPLY SYSTEM AS SHOWN ON THESE PLANS SHALL BE IN STRICT PAVEMENT (TYP), UNLESS SHOWN OTHERWISE. 21. ALL PERMANENT DRAINAGE EASEMENTS (P.D.E.) SHALL NOT BE 28. CERTIFICATION REQUIRED ON THE FINAL PLAT: \
CONFORMANCE WITH CURRENT HRW STANDARDS, MAINTAINED BY THE NCDOT. P.D.E.'S SHALL BE MAINTAINED BY - /
SPECIFICATIONS, AND POLICIES. SEE SHEETS 15-16 FOR 14. SEE PLAN FOR APPROXIMATE LOCATION OF STREET LIGHTS. OWNER THE HOMEOWNER'S ASSOCIATION SET UP FOR THIS SUBDIVISION. DEPARTMENT OF TRANSPORTATION
\ ^
ADDITIONAL INFORMATION. TO COORDINATE WITH DUKE POWER FOR EXACT LOCATION. PER IF NO HOMEOWNER'S ASSOCIATION IS FORMED,THE INDIVIDUAL DIVISION OF HIGHWAYS ,/ • •
COUNTY ORDINANCE STREET LIGHTS SHALL HAVE MAX. SPACING PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE. Proposed Subdivision Road Minlinuin Construction Standards Certification \ / 143 Charlotte Avenue, Suite 104
3. PLANS BASED ON APPROVED PRELIMINARY SUBDIVISION PLAT OF 300 FT. / WETLANDS, Sanford North Carolina 27330
PREPARED BY J THOMAS ENGINEERING, WITH CONDITIONAL 22. DRIVEWAYS FOR ALL LOTS CREATED WITH THIS SUBDIVISION The roads indicated on this plat are designed to the Department's Minimum Construction r
b d Th d dars. e roads must e constructed to the standards,paved and in an acceptable N 919
APPROVAL BY COUNTY DEVELOPMENT REVIEW BOARD (DRB) ON 15. ELECTRICAL POWER AND COMMUNICATION FACILITIES SHOULD SHALL ACCESS THE INTERNAL SUBDIVISION ROADS AND NOT HAVE Stan � ) 777-6 010 phone
SEPTEMBER 21, 2022. MINOR CHANGES MAY HAVE TO BE MADE TO CONFORM TO THE CURRENTLY APPLICABLE NATIONAL ELECTRIC ACCESS TO NC 27 HIGHWAY NOR CLARK ROAD (SR 1129). state of maintenance at the time that they are accepted on the State System. All Q
responsibility for the roads remains with the owner of the property,his heirs,or assigns W ETLAN QS• www.jthomasengineering.com
THE ROAD CENTERLINE AND LOT LINES BASED ON ACTUAL FIELD SAFETY CODE EXCEPT VERTICAL CLEARANCES SHALL BE NO LESS until such time as the roads are accepted for maintenance by the Board of Transportation. license n0. C-3389
CONDITIONS. THOSE CHANGES WILL BE REFLECTED ON THE FINAL THAN 18" IN ANY CASE. 23. THE MAIL (CBU) KIOSK TURN-OUT SHALL BE ADA COMPLIANT. SEE
PLAT. SHEET 8 FOR MORE DESIGN INFORMATION. THE MAIL KIOSK AREA W BUT SHALL BE MAINTAINED BY THE H.O.A. APPROVED
16. ALL UTILITY STRUCTURES SHALL BE LOAD RATED FOR THE IS LOCATED IN THE R
/ District Engineer _ '
4. TOPOGRAPHIC FEATURES SHOWN ON THESE PLANS ARE FROM THE APPROPRIATE DEAD LOAD PLUS HL-93 LIVE LOAD. SUCH (WILL NOT BE MAINTAINED BY NCDOT). (20' WIDE, NOTE
2�S I t �`
STATE's LIDAR DATA. THE OWNER'S SURVEYOR SUPPLIED FIELD STRUCTURES SHALL BE DESIGNATED AND CERTIFIED BY A - \
LOCATIONS AND ELEVATIONS IN CERTAIN AREAS WHERE MORE LICENSED P.E. OR DESIGNATED AS MEETING NCDOT STANDARD 24. STOP SIGNS SHALL BE INSTALLED AT THE FOLLOWING DATE
DETAIL WAS NEEDED FOR DESIGN. THIS PLAN MAKES NO DRAWINGS AND SPECIFICATIONS. 00011
INTERSECTIONS: \ r / \ • / 1
ASSURANCES FOR A BALANCED (EARTHWORK) PROJECT. - SMITH FARMS DRIVE @ NC 27 l
17. ALL ASPHALT WORK TO BE ACCEPTED BY THE NCDOT MUST BE IN - REEDY BRANCH LANE @ SMITH FARMS DRIVE
5. THE PROPERTY BOUNDARY SHOWN ON THESE PLANS WAS ACCORDANCE WITH NCDOT STANDARD SPECIFICATION FOR ROADS PLACE SIGN IN THE LOCATION SHOWN ON THE PLANS. STOP SIGNS \ 24 2`'
PROVIDED BY THE OWNER'S SURVEYOR. AND STRUCTURES (JANUARY 2018), DIVISION 6-ASPHALT SHALL BE NCDOT APPROVED TYPE AND INSTALLED PER NCDOT / / J I'PJ_ SPECIAL DITCH 05 1 i
PAVEMENTS. IN PARTICULAR SECTION 609-QUALITY MANAGEMENT POLICY. / 210_ \ ` 23 I I (SEE NOTE 20) /
6. OWNER TO OBTAIN CONSTRUCTION EASEMENTS/AGREEMENTS SYSTEM FOR ASPHALT PAVEMENTS AND SECTION 610-ASPHALT
PRIOR TO PROPOSED OFF-SITE WORK. CONCRETE PLANT MIX PAVEMENT. \ \ \ v'00 l ` 1
7. NO CHANGES TO THE PROPOSED WATER SYSTEM, INCLUDING 18. NCDOT MUST REVIEW AND APPROVE ANY SUBDIVISION NAME \ _ _ ` - - 22 ` K
LOCATION OF LINES, HYDRANTS, VALVES, ETC. UNLESS WRITTEN SIGNS OR MARKERS. IF A SUBDIVISION MARKER IS USED FOR THE \ /\ 2 ' r 26 /
APPROVAL FROM HRW IS FIRST OBTAINED. APPROPRIATE ENTRANCE AT NC 27 HIGHWAY, IT MUST BE LOCATED OUTSIDE THE 21 CENT
ER CUL-DE-SAC
BACKFLOW PREVENTION IS REQUIRED FOR ANY IRRIGATION R/W. \ \ jS_ - / -1 00 STA: 125+39.7
METERS INSTALLED. 20 ` �W i\ � SPECIAL DITC
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19. THE OWNER WILL PROPOSE TO ADD THE ROADWAYS INTO THE � \ � � ( ,
8. OWNER IS RESPONSIBLE FOR THE DESIGN AND OBTAINING NCDOT SYSTEM. THE CONTRACTOR SHALL FOLLOW THE NCDOT 2 \ / ` y y ` / PROFESSIONAL ENGINEERS SEAL
PERMITS FOR THE INDIVIDUAL SEWER SEPTIC SYSTEMS REQUIRED STANDARDS AND TESTING REQUIREMENTS FOR THE ROADWAY \ \ / X /
FOR EACH LOT. THE LOCATION OF THE SEPTIC SYSTEM DRAIN CONSTRUCTION. APPROPRIATE DOCUMENTATION MUST BE 20� 19\ �� (60'\
FIELD AND REPAIR AREA SHOULD BE STAKED IN THE FIELD SO SUBMITTED TO THE NCDOT, INCLUDING ASPHALT QUALITY ` 18 ` g�IC RIj �, L o y MAIL(CBU) KIOSK AND PARKING
THESE AREAS ARE NOT DISTURBED DURING CONSTRUCTION. MANAGEMENT REPORTS AND SUBGRADE, BASE, AND ASPHALT �U �/ FIRE HY (SEE NQTE 23)
COMPACTION TEST RESULTS, UTILITY ENCROACHMENT G A /
9. THIS PROPERTY IS LOCATED IN ZONE 'X' ON FEMA FIRM MAPS AGREEMENTS (FOR ALL UTILITIES ENCROACHING ON THE PUBLIC ` 17 ` ` A �� y O.S.
3720052800J / 3720052600J DATED OCTOBER 3, 2006. R/W) PRIOR TO NCDOT TAKING OVER THE ROAD SYSTEM. 1 ` S pRI -1 ' A,a
PAVED PARKING FOR MAIL
10. JURISDICTIONAL WETLANDS AND STREAMS IN THE VICINITY OF D B, `9 2 7, P G,512 ` S35° 19'05"E W \\ KIOSK AND WALKING TRAIL
THE LIMIT OF DISTURBANCE HAVE BEEN LOCATED BY THE OWNER'S / 1� .TI � /
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CONSULTANT, SWCA ENVIRONMENTAL CONSULTANTS. NO IMPACTS PIN 0 5 2 8�2- 3 4 8,0 0 0 15 ` / / DIPECIAL
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100 0 50 100 200 project Number: Date:
- � � � -- - - J - . - - - - - - - - - I � � - 22-004 01 MAY 2023
� � - - - - � - - - - - - - - - - / / SCALE: 1" - 100'