WQ0045100_Oakdale_Forest_Phase_I_FTSSE_Asbuilts_20241113

Zoning Conditions:
1. No apartments shall be allowed.
2. The maximum number of residential lots shall be 95.
3. Setbacks- Maximum front setback of 30' along the internal roads and 70' along Harvey Road
4. Architectural standards: Vinyl exterior with some element of stone or brick wainscot on the
front. Decorative vinyl shakes or board and batten in front gable. Shutters per plan and
elevation (some elevations are designed to not be conducive for shutters). A variety of
elevations and neutral exterior colors.
5. A Traffic Impact Analysis (TIA) shall be completed before the rezoning is heard by Town
Council. The developer shall comply with requirements identified in the TIA.
BYPASS DISTRICT REQUIREMENTS:
DENSITY: 12 UN/AC MAX.
SETBACKS:
FROM BYPASS: 75'
OTHER STREETS: 10' MIN. TO 25' MAX.
CORNER LOTS: 8' MIN. TO 15' MAX.
REAR: 5'
SIDE: 5'
BUILDING SEPARATION: 12' MIN.
MAX. HEIGHT: 25' (TO PEAK/EAVE MIDPOINT)
UTILITY NOTES:
1. ALL CONSTRUCTION TO TOJ/NCDEQ STANDARDS.
2. METER, BACKFLOW PREVENTER AND ENCLOSURES TO TOJ STD.
3. ALL STANDARD NCDEQ/TOJ REQUIRED UTILITY SEPARATIONS MUST BE
PROVIDED.
4. SERVICES THAT TIE INTO MANHOLES MUST DO SO AT THE SHELF
UNLESS MANHOLE IS GREATER THAN 10'. THEN USE A RELINER INSIDE
DROP.
5. METERS CANNOT BE SET UNTIL EASEMENTS ARE RECORDED AND
PROVIDED TO WATER RESOURCES.
6. THE IS NOT A FIRE PUMP ASSOCIATED WITH THIS PROJECT.
7. METERS CANNOT BE LOCATED IN LOAD BEARING AREAS.
8. UTILITY FEES SHALL BE PAID TO THE TOWN OF JAMESTOWN PRIOR TO
PLATTING EACH PHASE.
9. PROVIDE SEWER CLEANOUTS AT THE EASEMENT/R.O.W. AND 5' OFF OF
THE BUILDING.
10. UTILITY SEPARATIONS:
- WATER LINE DEPTH = 30" MIN. PER 15A NCAC 18C .904(a), TYPICAL
DEPTH SHALL BE 36" PER TOWN OF JAMESTOWN.
- WATER TO STORM DRAINAGE AND OTHER UTILITIES (NOT SANITARY
SEWER) SEPARATION = 12" MIN. PER 15A NCAC 18C .0904(b) FROM
OUTSIDE OF WATER MAIN TO OUTSIDE OF STORM PIPE OR OTHER UTILITY,
18" MIN. SEPARATION SHALL BE USED IF WATER IS UNDER STORM PER
TOWN OF JAMESTOWN.
- WATER MAIN TO SANITARY SEWER SEPARATION = 10-FOOT MIN.
LATERAL SEPARATION PER 15A NCAC 18C .906(B) AND 18" VERTICAL
SEPARATION AT CROSSINGS PER 15A NCAC 18C .906(c) AND 15A NCAC
02T .305(f). ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO
THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE AT
CROSSINGS.
- SANITARY SEWER DEPTH = 36" MIN. OR USE FERROUS PIPE.
- SANITARY SEWER TO STORM DRAINAGE SEPARATION = 18" MIN. PER
15A NCAC 02T .305(f) AND 24" MIN. PER MDCs, OR USE FERROUS PIPE.
NOTE: WHERE PLUMBING FIXTURES ARE INSTALLED ON
A FLOOR WITH A FINISHED FLOOR ELEVATION BELOW
THE ELEVATION OF THE MANHOLE COVER OF THE NEXT
UPSTREAM MANHOLE IN THE PUBLIC SEWER, SUCH
FIXTURES SHALL BE PROTECTED BY A BACKWATER
VALVE INSTALLED IN THE BUILDING DRAIN, OR
HORIZONTAL BRANCH SERVING SUCH FIXTURES.
PLUMBING FIXTURES INSTALLED ON A FLOOR WITH A
FINISHED FLOOR ELEVATION ABOVE THE ELEVATION OF
THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE
IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH
A BACKWATER VALVE.
TRANSPORTATION NOTES:
1. NO PLANTINGS OR OTHER OBJECTS SHALL BE WITHIN
SIGHT TRIANGLES AT A HEIGHT BETWEEN 2.5'
AND 10'(CANOPY) ABOVE THE FINISHED GRADE
OF THE PROPOSED DRIVEWAY OR WITHIN ANY
STREET INTERSECTION SIGHT TRIANGLE.
2. NO VEHICLES ACCESSING THIS SITE SHALL
BACK TO OR FROM THE PUBLIC RIGHT-OF-WAY.
3. NO VEHICLES ACCESSING THIS SITE SHALL
QUEUE IN THE PUBLIC RIGHT-OF-WAY.
4. PROVIDE MINIMUM 4' SIDEWALK WIDTH CLEARANCE
AROUND ALL ABOVE GROUND UTILITIES.
5. ALL RESIDENTIAL DRIVEWAYS TO BE CONSTRUCTED
PER TOJ STANDARDS.
6. REFERENCE TOJ STANDARDS FOR ACCEPTABLE DRIVEWAY
GRADES.
7. PRIOR TO INSTALLATION OF PUBLIC SIDEWALK AND/OR
DRIVEWAYS WHICH ARE TO BE PERMITTED THROUGH
PUBLIC SERVICES (BUILDING INSPECTIONS) CALL
336-454-1138.
PLUMBING INSPECTION REQUIRED ON 3/4" WATER SERVICE
AND/OR 4" SEWER SERVICE. CALL PUBLIC SERVICES
AT [phone] FOR PERMIT.
CONSTRUCTION INSPECTION:
CONSTRUCTION INSPECTION REQUIRED FOR 8"/6" WATER L
AND/OR 8" SANITARY SEWER. CALL [phone] TO
SCHEDULE INSPECTOR.
BEFORE YOU DIG!
CALL 811
N.C. ONE -CALL CENTER
IT'S THE LAW!
Association Maintenance:
OAKDALE FOREST HOA is responsible for maintaining
the Stormwater Control Measures as directed by the government
office having jurisdiction for the watershed protection and if the
association should be dissolved or cease to exist, then in that event
all owners of record at the time of required maintenance shall be
jointly and severally liable for any and all cost attendant thereto.
Government Access Rights:
The government office having jurisdiction for watershed protection
and their assigns will have right of access to the permanent pond
for inspections and maintenance enforcement.
THIS PROPERTY IS NOT LOCATED IN A
SPECIAL FLOOD HAZARD ZONE AS INDICATED
ON FIRM PANEL 3710782100J
DATED JUNE 18, 2007
ALL PUBLIC STORM SEWER MUST BE
INSTALLED PER NCDOT AND TOWN OF
JAMESTOWN SPECIFICATIONS
SITE DATA
- ZONING: BYPASS DISTRICT
- TAX ID: 223271
- D.B. 8707 PG. 1978
- TOTAL AREA = 31.239 AC.
- TOTAL No. OF UNITS ALLOWED = 95
- TOTAL NUMBER OF UNITS PROPOSED = 95
- DENSITY = 3.0 UN/AC.
- BUA = 7.902 Ac (25.3%).
(SEE WATERSHED DATA FOR DETAILS)
- TOTAL R/W DEDICATION = 3.20 ACt
- TOTAL PUBLIC STREET LENGTH = 2,815 LF
- OPEN SPACE REQUIRED = 10% OF LOT = 3.1 AC
- OPEN SPACE PROVIDED = 15.7 ACt
WATERSHED DAT
- WATERSHED: RANDLEMAN LAKE
- DESIGNATION: WATER SUPPLY WATERSHED
- SUB -BASIN: WCA TIER 3 & GWA
- IrB, HeC, HhB, EnD
- AVERAGE SLOPE: 10%
- DISTANCE TO FLOODWAY: 290't
-DISTURBED AREA = 22.9 ACt
- EXISTING BUA (REMOVED) = 0.000 ACt
- PROPOSED BUA SUMMARY:
ON -SITE:
STREETS, PRIV. DRIVE, CBUs= 2.017 ACt
SIDEWALKS = 0.211 ACt
UNITS (95 0 2510 SF/UNIT)= 5.474 ACt
FUTURE = 0.200 ACt
OFF -SITE: = 0.322 ACt
STREETS TOTAL = 8.224 ACt
- RIVER BASIN: CAPE FEAR
- LAT: 35.986375
- LONG:-79.917928
- ESTIMATED START DATE: DECEMBER, 2023
- ESTIMATED END DATE: DECEMBER, 2025
GENERAL NOTES
1. ELEVATIONS/SLOPES WITHIN THE FACILITY, OTHER THAN THOSE NOTED, SHALL BE AS INDICATED ON
THE BUILDING PLANS, OR IN ACCORDANCE WITH CURRENT CODES AND INDUSTRY STANDARDS.
2. ALL RETAINING WALLS GREATER THAN 4' REQUIRE A BUILDING PERMIT FROM BUILDING INSPECTIONS.
3. ALL PARKING, SIDEWALK, AND STRUCTURE SUBGRADES SHALL BE COMPACTED TO 95% STANDARD
PROCTOR (MIN.) UNLESS A HIGHER LEVEL OF COMPACTION IS NOTED ON THE BUILDING PLANS.
4. THE CONTRACTOR SHALL REFER TO THE BUILDING AND PLUMBING PLANS FOR ADDITIONAL
REQUIREMENTS, INCLUDING, BUT NOT LIMITED TO, GENERAL PLUMBING NOTES.
5. ALL WATER AND SEWER INSTALLATIONS SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL CODE.
6. EX. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE, OTHER MAY EXIST. LOCATIONS BASED ON
LIMITED FIELD LOCATIONS. CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES LOCATED AND IS
RESPONSIBLE FOR ASSOCIATED COSTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. IF CONFLICTS
EXIST, ENGINEER SHALL BE NOTIFIED.
7. STORM SEWER AS-BUILTS REQUIRED - AFTER FINAL TRC APPROVAL, SUBMIT ONE SET OF PLANS TO
PUBLIC SERVICES FOR RECORD PURPOSES.
8. THE LOCATION AND SIZE OF WATER AND SEWER SERVICES SHALL BE " AND 4" RESPECTIVELY.
9. ALL CONSTRUCTION WILL BE IN ACCORDANCE WITH TOWN OF JAMESTOWN STANDARDS.
10. THESE DRAWINGS ARE PRELIMINARY AND FOR REVIEW BY THE TOWN OF JAMESTOWN AND ARE NOT
FOR CONSTRUCTION.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE TOWN OF JAMESTOWN FOR
THE INSTALLATION OF SERVICE LINES AND PAY ALL TAP FEES UNLESS OTHERWISE AGREED TO WITH
THE OWNER. THE OWNER SHALL PAY ALL SYSTEM DEVELOPMENT FEES.
12. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE OAKDALE FOREST HOA.
13.AN HOA MUST BE ESTABLISHED BEFORE THE FINAL PLAT CAN BE RECORDED.
14. THE CONTRACTOR SHALL NOTIFY THE TOWN OF JAMESTOWN, OR IF APPLICABLE, N.C. DEPARTMENT OF
TRANSPORTATION, PRIOR TO ANY WORK WITHIN THE RIGHT-OF-WAY. SIGNS, PAVEMENT MARKINGS
AND TRAFFIC CONTROL SHALL CONFORM WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,
AS AMENDED, OR OTHER APPLICABLE REQUIREMENTS/REGULATIONS.
15. ALL THE NECESSARY PERMITS/APPROVALS HAVE BEEN/WILL BE OBTAINED. THE STATE/APPLICABLE
CITY/STATE PERSONNEL SHALL BE NOTIFIED CORPS FOR ANY WETLANDS DISTURBANCE AND ANY
STREAM CROSSINGS/DISTURBANCE. COPIES OF APPROVED PERMITS SHALL BE SENT TO THE TOWN OF
JAMESTOWN.
16. PRIOR TO POURING CONCRETE APRONS, THE TOWN MUST BE NOTIFIED BY THE CONTRACTOR TO
INSPECT DRIVEWAY TIE-INS.
17. BOUNDARY INFORMATION TAKEN FROM SURVEY BY COE FORESTRY AND SURVEYING.
18. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
19. TOPOGRAPHIC INFORMATION TAKEN FROM A COMBINATION OF LIMITED FIELDWORK AND NC LIDAR.
20. CENTERLINE SPOT PAVEMENT ELEVATIONS ARE WITH THE FINAL ASPHALT LIFT INSTALLED.
21. ALL SIDEWALKS AND HANDICAP RAMPS SHALL BE INSTALLED TO CURRENT ADA REQUIREMENTS.
22. THERE SHALL BE LEVEL TURNING AREAS (MAXIMUM 2% SLOPE IN ANY DIRECTION INCLUDING IN THE
DIAGONAL) ON ALL SIDEWALKS WHERE AN INTERSECTING SIDEWALK CONNECTS WITH IT.
23. THERE SHALL BE NO DESIGNATED PEDESTRIAN ROUTES/SIDEWALKS WITHIN THE SITE, EXCEPT WHERE
LABELED AS A RAMP WITH RAILS, WHICH EXCEED A 5% SLOPE IN THE DIRECTION OF TRAVEL AND A
2% CROSS SLOPE.
24. NO OVERHEAD POWER LINES SHALL EXIST WITHIN THE PROPERTY LIMITS.
25. ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A DEMOLITION PERMIT FROM BUILDING INSPECTIONS.
26.SIDEWALK TO BE CONSTRUCTED PER TOJ STANDARDS..
27. ALL DISTURBANCE SHALL COMPLY WITH APPROVED STATE/CORPS PERMITS.
28. DISTURBANCE ACTIVITIES SHALL FOLLOW THE CURRENT APPROVED EROSION CONTROL PLAN/PERMIT.
29. PROVIDE MINIMUM 4' SIDEWALK WIDTH CLEARANCE AROUND ALL ABOVE GROUND UTILITIES.
30. GARBAGE PICK-UP SERVICE SHALL BE INDIVIDUAL MOBILE TOTES.
31. NO DUMPSTERS ARE BEING PROPOSED
32.ALL COMMON ELEMENTS MUST HAVE A MAINTENANCE AGREEMENT THROUGH AN OWNERS ASSOCIATION.
33. APPROVED VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION
OR DEMOLITION SITES. VEHICLE ACCESS SHALL BE PROVIDED TO WITHIN 100 FEET OF
TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICLE ACCESS SHALL BE
PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS CAPABLE OF SUPPORTING VEHICLE
LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED UNTIL
PERMANENT FIRE APPARATUS ACCESS ROADS ARE AVAILABLE.
34. THE HOME OWNERS ASSOCIATION (HOA) SHALL BE RESPONSIBLE FOR ACCESS, OWNERSHIP AND
MAINTENANCE OF CBU'S, AS WELL AS OFF-STREET CBU PARKING.
35.SEALED APPROVED PLANS ARE REQUIRED TO BE ON SITE.
36. ANY EXISTING WELLS MUST BE DISCONNECTED IMMEDIATELY AFTER CONNECTION TO THE TOWN
OF JAMESTOWN WATER SYSTEM IS MADE.
37. WELLS MUST BE ABANDONED IN ACCORDANCE WITH GUILFORD COUNTY ENVIRONMENTAL HEATH
REQUIREMENTS.
38. ADEQUATE DRAINAGE FOR BUILDING PADS SHALL BE PROVIDED TO ALLOW DRAINAGE TO FLOW
AWAY FROM BUILDING PADS. A MINIMUM FALL OF 6" SHALL OCCUR WITHIN 10 FEET OF THE
PAD.
39.THE PLANTING BUFFER ALONG THE FRONTAGE ON HARVEY ROAD SOUTH OF THE ENTRANCE
HAS BEEN REDUCED IN DEPTH, HOWEVER, THE TYPE 'B' PLANTING DENSITY SHALL STILL BE
USED.
40. STREET LIGHTS SHALL BE CUT-OFF. IF DECORATIVE LIGHTS ARE USED, THE FIXTURE TYPE
SHALL BE DELUXE TRADITIONAL DUKE ENERGY POLE: STYLE W.
41. PER LIDO 11.6-2(E), IF THE REQUIRED BUILDING SETBACK IS LESS THAN THE REQUIRED
BUFFER WIDTH, THE BUILDING SETBACK SHALL REDUCE THE REQUIRED PLANTING YARD WIDTH
ONLY ALONGSIDE THE BUILDING. THE PLANTING RATE OF THE REQUIRED PLANTING YARD
SHALL STILL APPLY.
OAKDALE FOREST
4718 HARVEY ROAD
JAMESTOWN, NC 27282
GE JOB No. 22-13
LOCATION MAP
GUILFORD COUNTY
ADDITIONAL GENERAL NOTES (APPLIES TO ALL SHEETS)
1. It shall be the General Contractor's responsibility to establish cut and fill quantities necessary to provide the final grades indicated on
these plans. Fill material not available at the site shall be provided by the General Contractor at no additional cost to the owner.
Furthermore, the General Contractor, by way of establishing a contract price for site grading, has acknowledged that he is aware of the
limited subsurface information and available fill material necessary to complete the work, and that his established
contract price is sufficient to ensure the proper completion of the project and conditions which may affect the work, including but not
restricted to those bearing upon transportation, disposal, handling and storage of materials; water tables or similar conditions at the site;
availability of labor, water, electric power, roads, and uncertainties of weather; and the character of equipment and facilities needed
preliminary to and during proceedings of the Work. Any failure by the Contractor to acquaint himself with these facts will not relieve him
from responsibility for estimating properly the difficulty or cost of successfully performing the work. The Owner assumes no responsibility
for any conclusions or interpretations made by the Contractor on the basis of the information, if any, made available by the Owner.
2. The Contractor shall be responsible for any damage to gas or water pipes, public or private sewers, drains or culverts, railroad or traffic
signal cables, telephone or power conduits, or other structures. When utility lines that are to be removed are encountered within the area
of operations, the Contractor shall notify the Owner's representative in ample time for the necessary measures to be taken to prevent
interruption of the services. Reasonable care has been exercised in showing the location of existing utilities on the plans. The exact
location of such utilities is not known in all cases. The Contractor shall explore the area ahead of the grading operation by observations,
electronic devices, and by personal contacts with utility companies, and locate such utilities in advance of the trenching or grading
operations, and shall conduct his work so as to eliminate or minimize damage to the existing structures or utilities.
3. Vertical and horizontal reference points provided on these plans are intended to establish base lines for locating the principal components
of the Work. From this information the Contractors shall develop and make all detailed surveys needed for construction of all types.
Costs associated with the provision of construction lay -out shall be included in the contract price for the related work. In no case shall
The Contractor shall carefully preserve bench marks, reference points and stakes and, in case of willful
or careless destruction, shall be charged with the resulting expense and shall be responsible for any mistake that may be caused by their
unnecessary loss or disturbance.
4. The General Contractor shall be responsible for the provision and routine
maintenance of erosion control devices, either indicated or required by Division of Land Resources Personnel, necessary to comply with the
Sedimentation Pollution Control Act of 1973 and amendments thereto. Any fines resulting from the improper provision or maintenance
of required devices shall be burdened by the General Contractor.
5. The General Contractor shall be responsible for conformance with all current local, state, and OSHA safety codes during all phases of the
work. Contract prices established for the work shall include costs associated with the provision of safety equipment, and personnel necessary
to complete the work, including but not limited to, trench bracing, and personnel licensed by OSHA as competent for evaluating soil stability.
6. No sub -surface investigations have been performed at the site. The General Contractor is encouraged to
perform additional sub -surface investigations prior to establishing his contract price for site grading. It shall be the
General Contractor's responsibility to establish cut and fill quantities necessary to provide the final grades indicated
on these plans. Fill material not available at the site shall be provided by the General Contractor, or excess material
shall be removed/disposed of by the contractor, at no additional cost to the owner. Furthermore, the General
Contractor, by way of establishing a contract price for site grading, has acknowledged that he is aware of the
limited subsurface information and available fill material or excess material necessary to complete the work, and that
his established contract price is sufficient to ensure the proper completion of the project and conditions which may
affect the work, including but not restricted to those bearing upon transportation, disposal, handling and storage of
materials; water tables or similar conditions at the site; availability of labor, water, electric power, roads, and
uncertainties of weather; and the character of equipment and facilities needed preliminary to and during prosecution
of the work. Any failure by the Contractor to acquaint himself with these facts will not relieve him
from responsibility for estimating properly the difficulty or cost of successfully performing the work. The Owner
assumes no responsibility for any conclusions or interpretations made by the Contractor on the basis of the
information, if any, made available by the Owner.All fill material shall be placed in conformance with the
Geo-Tech Engineer's recommendation, and compacted to a minimum of 95% Standard Proctor density.
SHEET INDEX:
STORMWATER QUANTITY CONTROL
THE STORMWATER CONTROL STRUCTURE(S) SHOWN ON THIS PLAN ARE DESIGNED IN ACCORDANCE WITH TOWN
OF JAMESTOWN STANDARDS TO REDUCE THE POST -DEVELOPMENT 1-YEAR 24 HOUR STORM EVENT, THE
2-YEAR 24 HOUR EVENT, AND THE 10-YEAR 24 HOUR STORM EVENT TO PRE -DEVELOPMENT RATES.
STORMWATER QUALITY CONTROL
I CERTIFY THAT, PURSUANT TO GENERALLY ACCEPTED ENGINEERING STANDARDS IN THE COMMUNITY, IT IS MY
PROFESSIONAL OPINION THAT RUNOFF FROM THE FIRST INCH OF RAINFALL FROM AREAS THAT ARE REQUIRED
TO BE CONTROLLED PER THE TOWN OF JAMESTOWN LAND DEVELOPMENT ORDINANCE IS CONTROLLED BY A
PERM ANFNT..�WGIN EERED STORMWATER QUALITY CONTROL THAT HAS BEEN DESIGNED TO MEET OR EXCEED THE
REQ,U��kvEICTgd•,,THE NCDEQ STORMWATER MANAGEMENT MANUAL.
Of ESS/ '
SEAL
P.E. SEAL27465
%, FNGINEE� • S��:
SIGNATURE DATE
AS-BUILTS: . �� ►� 2�
AS -BUILT SURVEY DATA PROVIDED BY COE FORESTRY &SURVEYING.
(PHASE 1)
VICINITY MAP
C-000
COVER SHEET
C-101
OVERALL SITE PLAN
C-102
SITE & UTILITY PLAN PHASE 1
C-103
SITE & UTILITY PLAN PHASE 2
C-104
GRADING & DRAINAGE PLAN PHASE 1
C-105
GRADING & DRAINAGE PLAN PHASE 2
C-201
PLAN/PROFILE OAKDALE FOREST AVE PHASE 1
C-202
PLAN/PROFILE OAKDALE FOREST AVE PHASE 2
C-203
PLAN/PROFILE OAKDALE FOREST COURT
C-204
PLAN PROFILE GOLDBERRY LANE
C-205
PLAN/PROFILE CREEKHOLLOW COURT
C-206
PLAN/PROFILE SANITARY SEWER OUTFALLS
C-207
PLAN/PROFILE WATERLINE EXTENSION HARVEY ROAD
C-208
HARVEY ROAD WIDENING PLAN
C-209
HARVEY ROAD STRIPING PLAN
C-301
INITIAL EROSION CONTROL PLAN PHASE 1
C-302
INITIAL EROSION CONTROL PLAN PHASE 2
C-303
FINAL EROSION CONTROL PLAN PHASE 1
C-304
FINAL EROSION CONTROL PLAN PHASE 2
C-305
EROSION CONTROL DATA
C-401
WET DETENTION POND No. 1 DETAILS
C-402
WET DETENTION POND No. 2 DETAILS
C-501
WATER DETAILS
C-502
SEWER DETAILS
C-503
STORM DETAILS
C-504
ROADWAY & MISC. DETAILS
C-505
EROSION CONTROL DETAILS
C-506
EROSION CONTROL DETAILS
C-507
EROSION CONTROL DETAILS
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7-CLARIFIED UTILITY
REQ'D SEPARATION PER
PER NCDEQ PWSS (SEE
UTILITY NOTE 10) 2/4/2
PROJECT NUMBER
22-13
DATE
JUNE, 2023
Sheet:
C-000

A S- B U I L T S. I I I2A 40' 30' 20' 10' 0 40' 80,
SUGAS-BUILT SURVEY DATA PROVIDED BY COE FO&►> >
(PHASE 1) SCALE: 1 =40
GOLDBERRY LANE
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PROJECT NUMBER
22-13
DATE
OCTOBER 2023
Sheet:
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CLASS 1 STON INV Ul� I=(� /
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9+01 CLA' ,� I .n o r ° CLEANOUTS SHALL BE INSTALLED ALONG THE LINES FROM THE OUTFALL TIE-IN TO 40' 30' 20' 10' 0 40' 80,
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PROJECT NUMBER
22-13
DATE
OCTOBER 2023
Sheet:
C-202

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PROJECT NUMBER
22-13
DATE
OCTOBER 2023
Sheet:
C-204

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TRIG
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TRIG
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CONC. FES AT END 1/18/24
PROJECT NUMBER
22-13
DATE
OCTOBER 2023
Sheet:
C-205

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PROJECT NUMBER
22-13
DATE
OCTOBER 2023
Sheet:
C-206

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TRG
6-RELOCATED HYDRANT
PER PWSS 2/4/24
PROJECT NUMBER
22-13
DATE
OCTOBER 2023
Sheet:
C-207