NCC221870_Site Plan or Location Map_20220519

VICINITY MAP N. T. S.
SITE INFORMATION
LOCATION: .................................
COUNTY: ....................................
TOWNSHIP: .................................
SITE ACREAGE: ..........................
ZONING: ....................................
NCPIN:.......................................
........ JACKSON STREET
JACKSON, NC 27845
NORTHAMPTON COUNTY
........ JACKSON
........10.17 AC
........CH (PENDING)
........ 4966-64-6801
RIVER BASIN:.....................................ROANOKE
TOTAL DISTURBED AREA ...................5.22 AC
MINIMUM BUILDING SETBACKS (MBSL):
FRONT: .............................................. 25'
SIDE: ................................................ .8'
REAR: ................................................ 20'
PARKING REQUIREMENTS:
PARKS PROVIDED:..............................172 PARKS TOTAL
(3 VAN ACCESSIBLE H/C -
3 REGULAR H/C)
IMPERVIOUS AREA: .............................. 104,715 SF
2.40 AC IMPERVIOUS
IMPERVIOUS AREA PERCENTAGE: . ....... . 2.40 AC IMP/10.17 AC TOTAL
23.64% IMPERVIOUS
BEFORE YOU DIG,
CALL
0
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
f1JfVr.41000NlI'COURlHOUSE
NOBTHAMPTONCOUNTY, #49Br11 4#BVL1#.4
INDEX
COVER
CE-01
CE-02
CE-03
CE-04
CE-05
CE-06
D-01
D-02
D-03
D-04
D-05
D-06
COVER SHEET
EXISTING CONDITIONS
SITE PLAN
UTILITY PLAN
GRADING PLAN
EROSION CONTROL
PLAN
LANDSCAPE PLAN
EROSION CONTROL
DETAILS 1
EROSION CONTROL
DETAILS 2
EROSION CONTROL
DETAILS 3
EROSION CONTROL
DETAILS 4
GENERAL NOTES AND DETAILS
WATER DETAILS
Owner/Developer
Northampton County
9467 NC Hwy 305
JACKSON, NC 27845
Phone: [phone]
Civil Engineering:
Stocks Engineering, P.A.
801 East Washington Street
Nashville, NC 27856
Phone: [phone]
Fax: [phone]
Contact: J. Michael Stocks
mstockslbstocksengineering.com
Architect:
Oakley Collier Architects
109 Candlewood Road
Rocky Mount, N.C. 27804
Phone: [phone] (Office)
Contact: John Hamm
jhamm,soakleycollier.com
Surveyor:
Odum Land Surveying Company
130 Mina Street
Roanoke Rapids, NC 27870
Phone: [phone]
Contact: Ken Odum, PLS
kennethodumeembargmail.net
BEFORE YOU DIG,
CALL
0
0
D
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
GENERAL SITE NOTES:
1, T❑P❑GRAPHICAL AND BOUNDARY DATA PERFORMED BY ❑DUM LAND SURVEYING COMPANY,
2. THE CONTRACTOR SHALL N❑TIFY AND COOPERATE WITH ALL UTILITY C❑MPANIES OR FIRMS HAVING FACILITIES ON OR
ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REM❑VING, REL❑CATING, ADJUSTING OR C❑NNECTING TO SAID
FACILITIES,
3. ALL EXCAVATI❑N IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED,
4. ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS, ROCKS, AND CLUMPS OF MUD,
5. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISP❑SED OF
❑FF-SITE BY THE CONTRACTOR IN AN APPROVED S❑LID WASTE LANDFILL,
6. L❑CATI❑N OF UNDERGROUND UTILITIES ARE APPR❑XIMATE AND MUST BE FIELD VERIFIED, CONTACT THE NC ONE CALL
CENTER AT LEAST 48 HOURS PRI❑R TO DIGGING @ 1,800,632,4949, SURVEYOR HAS ONLY LOCATED THE UTILITIES THAT ARE
ABOVE GROUND AT THE TIME OF FIELD SURVEY, UNDERGROUND LINES SHOWN HEREON ARE APPR❑XIMATE OR AS REPORTED
BY VARI❑US RESP❑NSIBLE PARTIES, THE SURVEYOR DOES NOT GUARANTEE THAT ANY UNDERGROUND STRUCTURES SUCH AS
UTILITIES, TANKS AND PIPES ARE LOCATED HEREON,
7. ALL PIPE LENGTHS ARE H❑RIZ❑NTAL DISTANCES AND ARE APPR❑XIMATE,
B. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATI❑NS, AND/OR LOCAL STANDARDS IMP❑SED BY LOCAL
UTILITY,
9. ALL C❑NSTRUCTI❑N AND MATERIALS SHALL MEET NCD❑T STANDARDS, LATEST EDITI❑N, ALL WORK WITHIN NCD❑T
RIGHT-❑F-WAY SHALL MEET THE SPECIFICATI❑NS AND STANDARDS OF NCD❑T AND MUTCD, CONTRACTOR IS RESP❑NSIBLE FOR
IMPLEMENTING AND MAINTAINING PROPER TRAFFIC CONTROL MEASURES PER NCD❑T AND MUTCD STANDARDS AND
SPECIFICATI❑NS, LATEST EDITI❑N, FOR THE DURATI❑N OF THE C❑NSTRUCTI❑N AND STABILIZATI❑N OF THE ROADWAY
IMPR❑VEMENTS WITHIN THE NCD❑T R/W,
10. ALL CONCRETE PIPE IS TO BE ASTM C-76, CLASS III WITH RAM-NEK,
11. THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD ZONE PER FEMA MAP,
12. ALL LOT DIMENSI❑NS SHOWN ARE APPR❑XIMATE, CONSULT THE BOUNDARY SURVEY FOR ACTUAL SITE BOUNDARY INF❑RMATI❑N,
13. THE CONTRACTOR SHALL BE RESP❑NSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCD❑T
RIGHT-❑F-WAY, ALL SIGNS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL
ON UNIF❑RM TRAFFIC CONTROL DEVICES (MUTCD), 2003 EDITI❑N AS AMENDED,
14. PRI❑R TO PLACING CABC STONE BASE, THE CONTRACTOR SHOULD N❑TIFY THE ENGINEER TO INSPECT AND PROOF ROLL THE
SUBGRADE, ANY STONE PLACED WITH❑UT PRI❑R APPROVAL WILL BE THE SOLE RESP❑NSIBILITY OF THE CONTRACTOR,
15. DESIGN/FIELD C❑NDITI❑NS QUITE EASILY MAY VARY FROM THAT REPRESENTED IN THE INITIAL S❑ILS REPORT AND/OR
T❑P❑GRAPHICAL REPORT, IS❑LATED AREAS MAY SHOW UP WEAK AND ADVERSE S❑ILS OR GROUNDWATER C❑NDITI❑NS MAY BE
DISC❑VERED THAT WERE NOT REVEALED DURING THE INITIAL S❑ILS INVESTIGATI❑N, THEREFORE, THE CONTRACTOR IS TO
BE AWARE THAT STOCKS ENGINEERING, P,A, WILL NOT AND CANNOT BE HELD RESP❑NSIBLE FOR ANY FAILURES TO STREET
PAVEMENT DESIGN AS A RESULT OF S❑IL C❑NDITI❑NS,
16. ALL UTILITY SERVICES, (POWER, TELEPHONE, CABLE, ETC,) ARE PROPOSED TO BE UNDERGROUND, D❑ NOT SEED OR MULCH
DISTURBED AREAS UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED, UTILITY CONTRACTORS TO BRING MAIN
SERVICES TO R/W AS SHOWN IN PLANS,
17. REGULATORY SIGNS, STOPS SIGNS AND STREET NAME SIGNS SHALL BE MANUFACTURED FROM HIGH INTENSITY REFLECTIVE
MATERIALS AND SHALL BE SUPPLIED BY THE CONTRACTOR,
16. ALL EXCESS T❑PS❑IL AND UNCLASSIFIED EXCAVATI❑N IS TO BE HAULED ❑FF-SITE, UNLESS ❑THERWISE DIRECTED BY THE
OWNER,
19. ALL SITE C❑NSTRUCTI❑N MUST BE INSPECTED BY THE PROJECT ENGINEER AT THE F❑LL❑WING STAGES,
••
•• COMPLETION OF GRADING SUBGRADE PRIOR TO PLACING STONE BASE.
COMPLETION OF STONE PLACEMENT PRIOR TO PAVING.
•• FINAL INSPECTION WHEN ALL WORK IS COMPLETE.
20. THE SURVEYOR DID NOT VISIBLY SEE ANY CEMETERIES IN ANY OPEN AREAS UNLESS OTHERWISE NOTED.
21. CONTRACTOR TO FURNISH ALL PAINT AND THERMOPLASTIC STRIPING AND MARKING AS SHOWN.
22. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT (EDP) UNLESS INDICATED OTHERWISE.
23. CONTRACTOR SHALL SAW -CUT TO PROVIDE SMOOTH TRANSITIONS WHERE EXISTING ASPHALT AND/OR CURB AND GUTTER IS TO BE
REMOVED, OR WHERE PROPOSED ASPHALT MEETS EXISTING ASPHALT.
24. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS WHEN POSSIBLE,
BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY
HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE LESS THAN SPECIFIED ON THE PLANS
OR 12 INCHES, WHICH EVER IS LESS, CONTACT THE PROJECT ENGINEER AND THE OWNER PRIOR TO PROCEEDING WITH
CONSTRUCTION.
25. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY SHEETING, SHORING, AND
SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO
THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. THE OWNER AND STOCKS ENGINEERING, P.A. ACCEPT NO
RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS.
26. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS -BUILT CONDITION OF ALL OF THE
UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE PROJECT. PREPARATION OF THE NECESSARY/REQUIRED
AS -BUILT PLANS TO BE SUBMITTED TO THE ENGINEER AND ALL OTHER INFORMATION REQUIRED IN CONNECTION WITH RELEASE OF
BONDS.
27. THE LAND DISTURBANCE PERMIT MUST BE KEPT ON THE WORK SITE AND SHOWN UPON REQUEST.
28. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE -WATERING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN
ON THE PLANS.
29. THE CONTRACTOR SHALL INCLUDE IN THE PRICE, ANY AND ALL COSTS ASSOCIATED WITH PROVIDING A PROFESSIONAL ENGINEER ON
SITE IF REQUIRED, DURING THE CONSTRUCTION OF THE STORM WATER MANAGEMENT FACILITIES, UNDERGROUND UTILITIES, ETC. AS
REQUIRED FOR AS -BUILT CERTIFICATION.
30. ALL GRASS, TOPSOIL AND 'BUILDING DEBRIS MATERIAL' DUMPED ONSITE SHALL BE REMOVED PRIOR TO PLACEMENT OF STRUCTURAL
FILL MATERIAL.
31. ALL GENERATED WASTE SHALL BE DISPOSED OF OFF -SITE AS DIRECTED BY THE OWNER AT AN APPROVED LANDFILL.
32. DO NOT APPLY PERMANENT SEED AND MULCH UNTIL UNDERGROUND ELECTRIC HAS BEEN INSTALLED.
33. ALL RIGHT-OF-WAYS ARE TO BE PUBLIC.
34. EVALUATION OF 404 JURISDICTIONAL WETLANDS: NO FILLING OR GRADING IS TO BE PERFORMED IN AREAS DESIGNATED AS 404
JURISDICTIONAL WETLAND UNTIL AN APPROVED PERMIT HAS BEEN OBTAINED FROM THE USCOE AND NCDEM DWQ.
35. THE SITE IS TO BE SERVED BY PUBLIC SEWER AND PUBLIC WATER.
36. CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF UNDERGROUND UTILITIES AND SHALL REGRADE AND RESEED ANY
AREAS DISTURBED DURING INSTALLATION.
37. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE GOVERNING AGENCY'S LAND DEVELOPMENT CODE AND MANUAL OF
SPECIFICATIONS AND DETAILS, LATEST EDITION.
38. THIS PLAN IS VALID FOR TWO (2) YEARS FROM THE DATE OF APPROVAL.
39. THE DISTURBED AREA FOR THIS PROJECT IS GREATER THAN 1.0 ACRE. THE TOTAL IMPERVIOUS AREA FOR THE PROJECT IS >24% OF
THE OVERALL ACREAGE OF THE PROJECT TRACT. THEREFORE, STORMWATER DETENTION AND NUTRIENT MANAGEMENT IS REQUIRED.
40. THE DISTURBED AREA FOR THIS PROJECT IS GREATER THAN 1.0 ACRE. THEREFORE, A FORMAL SEDIMENTATION AND EROSION CONTROL
PLAN AND PERMIT ARE REQUIRED PRIOR TO ANY GRADING OR CONSTRUCTION ON THE SITE.
41. COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS CONSPICUOUSLY LOCATED AND
EASILY ACCESSIBLE DURING CONSTRUCTION. THIS INCLUDES APPROVED CONSTRUCTION PLANS, ENCROACHMENT AGREEMENTS, AND
DRIVEWAY PERMITS.
42. CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR ALL COSTS RELATED TO THE RELOCATION OF ANY EXISTING UTILITIES.
43. CONTRACTOR/ OWNER/ DEVELOPER SHALL BE RESPONSIBLE FOR ANY COSTS IN EXCESS OF NORMAL CONSTRUCTION METHODS DUE
TO ADVERSE CONDITIONS OR FAILURE TO GIVE NOTICE THAT PRECLUDE THE USE OF THE CITY'S STANDARD INSTALLATION METHODS.
EXAMPLES OF SUCH ARE, BUT NOT LIMITED TO, BORING, CONDUIT INSTALLATION, PAVEMENT PATCHING, CONCRETE REPLACEMENT, AND
LANDSCAPING.
44. THE CONTRACTOR IS RESPONSIBLE FOR CALLING THE NC ONE CALL CENTER AT 811 TO LOCATE EXISTING UTILITIES PRIOR TO
BEGINNING WORK.
ENGINEERING
801 EAST WASHINGTON STREET
NASHVILLE, N.C. 27856
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GENERAL NOTE:
Prior to construction
start. Contractor shall
verify & be responsible
for all Dimensions.
Revisions
1/14/22-WETLAND'S CHANGE
Date Project No.
12-21-21 20032
Drawn By Sheet No.
- OVER
Checked By
Sheet Title
COVER SHEET