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Vicinity Map - Not to Scale
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Existing
Proposed
Temporary Diversion Ditch
1D0
Propane
LP
Roof Drain
RD
- CON - -
Conduit
CON
Demo / To be Removed
-SF - -
Silt Fence
SF
F
Guy Wire E
Fence
x x
- FM - -
Force Main
FM
Edge of Pavement
- - - - - - - -
Storm Drain Pipe
---------------
Curb and Gutter
Property Line Surveyed
Property Line Not Surveyed
Woods / Tree Line
- - - - - -
Right of Way
- -
- CTV - -
Cable
CTV
Centerline
-
- OHU - -
Overhead Utility(s) (Generic)
OHU
Underdrain
UD
- - OHE - -
Electric (Overhead)
OHE
UGE
Electric (Underground)
UGE
Limits of Disturbance
- - OHT - -
Telephone (Overhead)
OHT
- - UGT - -
Telephone (Underground)
UGT
- -99- -
Contours
100
-..-..-..-..-
Ditch
- FO - -
Fiber Optic
FO
- GAS - -
Gas
GAS
- - - - - - -
Gravel
FM
Sanitary Sewer
S
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- - -
Striping (Parking Lots)
Striping / Road Markings
Tree Protection Fence
TPF
- w - -
Water
W
Railroad Tracks
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Concrete
Riprap
Site Development Plan
CEDAR CREEK
APARTMENTS
2468 Cedar Creek Road,
City of Youngsville, Franklin County, North Carolina
Sheet No
C-1
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
C-10
C-11
C-12
C-13
C-14
C-15
C-16
C-17
C-18
C-19
C-S
Sheet Index
Revision No. Revision Date Sheet Title
Cover Sheet
Existing Conditions and Demolition
Plan
Site Plan
Utility Plan
Grading and Storm Drainage Plan
Landscaping Plan
Sedimentation and Erosion Control
Plan - Phase I
Sedimentation and Erosion Control
Plan - Phase II
Sanitary Sewer Plan and Profile
Water Plan and Profile
Water Quality Pond Details
Water Details
Sanitary Sewer Details
Sedimentation and Erosion Control
Details
Sedimentation and Erosion Control
Details
NCG-01 Details
General Details
Post -Development Drainage Areas
BM P Access Easement Plan
Boundary and Topographical Survey
This set containing plan sheets with the dates listed above are authorized for construction on
this the day of , 20 .
by (Engineer)
General Notes
1. Contact N.C. ONE -CALL (811) to have all underground utilities located at least 48 hours prior to excavating or trenching.
2. Parking lot shall be striped in accordance with plan.
Benchmark 3. All dimensions are to back of curb unless otherwise noted.
Nail in Power Pole ? ? ? 4. Property is subject to encumbrances found upon a normal title search.
Elevation = ??.?? 5. All distances shown are horizontal ground distances unless otherwise noted.
6. The contractor shall be responsible for verifying the minimum building setbacks prior to construction.
7. The surveyor did not visibly see any cemeteries or marked graves in open areas on the site unless otherwise noted.
8. The contractor shall be responsible for all work traffic control in or adjacent to NCDOT or town right-of-ways. All methods shall conform with the
Manual on Uniform Traffic Control Devices (MUTCD) and NCDOT standards.
9. An relocation of existing utilities will be at the cost of the developer/owner. er/owner. The Town will not accept responsibility for damages to curb and
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gutter or street improvements if installed prior to underground services, nor will the Town absorb the cost for borings to install underground
services, pavement patching, or damages to landscaping. These will be the responsibility of the developer/owner.
10. Existing underground utilities shown on this plan are approximate and were provided by others. All contractors are responsible for verifying the
location of all underground utilities prior to commencing work.
11. Underground electrical and gas services to be utilized.
12. All materials and construction are to meet the requirements of the Town of Youngsville's manual of specifications, standards and design, latest
edition.
13. Street cross-section is to be confirmed or amended by soil testing.
14. Developer to provide soils report with pavement design prior to approval of final street section.
15. Lot dimensions are approximate and are not to be used for conveyance.
16. No wetlands were discovered on this property. See report by John R. Davis, Jr. dated November 12, 2022.
Franklin County Utility Notes
1. All fire hydrants & gate valves shall be manufactured by Clow.
2. All brass fittings shall be manufactured by Ford (compression type).
3. All tapping sleeves shall be stainless steel wrap -around.
4. All gate valves shall be located outside of pavement section.
5. Concrete collars required at all valve boxes.
6. All valve boxes shall be screw -type adjustable.
7. All water and sewer materials and construction are to meet the minimum
requirements of the Franklin County Utilities Standard Specifications for Water and
Sewer.
8. Water services to be 1" taps with "y" to (2) 3/4" services ('meter boxes located
at/or near R/W, min. 3' & max. 5' from property corners)
9. All water services shall be Type K soft copper.
10. Standard water meter to be Neptune T-10 disc meter.
11. Water lines shall be DIP or C-900 (Cl 150, DR 18) PVC.
12. Concrete blocks required under all gate valves when installing C-900 PVC water line.
13. Tracer wire and water line tape required when installing C-900 PVC water line.
14. Service saddles are required for all taps on C-900 PVC water line.
15. All water lines crossing under storm drain shall be DIP.
16. All fire hydrant legs shall be DIP.
17. Water line minimum bury depth is 4'.
18. Water line shall not be located under pavement section, curb & gutter, or sidewalk.
19. Minimum spacing between service taps on 8" main shall be 6 feet.
20. An MJ sleeve is required at each joint on water lines when transitioning between
dissimilar materials. (i.e., PVC to DIP or DIP to PVC)
Site Information
Total Area of Site: 11.06 Acres
Parcel Identification Number: 1863-12-3651 , 1863-13-8086, 1863-12-8806, 1863-13-6076
Property Address: 2468 Cedar Creek Road, Youngsville, NC
Proposed Building Use: Multifamily Apartments Building
Building Area:
Pro. Building Footprint: (2) Buildings 8,188 SF each - Total 16,376 SF
Parking Requirements: 1 space per (2) bedroom units
Required: 16 (2) Bedroom Units per Building = Total 32 (2) Bedroom Units
32 Parking Spaces = 32 Parking Spaces Required
Provided: 74 spaces
Property Zoned as: MU-2
Building Setbacks
Front = 16'
Side = 0'
Rear = 12'
Existing Impervious Area: 0.0 acres
Proposed Impervious Area: 1.44 acres
Total Impervious Area (Post -construction)= 13.02% of the site
Total Disturbed Area: 6.67 Acres
Governing Agency Approvals
Planning Approval: Date:
N.C.D.O.T. Driveway Permit No:
N.C.D.O.T. Encroachment Permit No:
Soils Evaluation Completed:
Erosion Control
NCDEQ Permit No:
Sewer Collection System:
NCDEQ Permit No:
Water Distribution System:
NCDEQ Permit No:
Owner:
N/A
N/A
N/A
N/A
N/A
Hurt, LLC
Michael Hurt
PO Box 9038
Rocky Mount, NC 27804
252-714-3710
These plans are for bidding purposes only and are not to be used as
Construction drawings unless initialed and dated as approved for
Construction below by the Engineer.
Approved for Construction:
Date:
Date:
Date:
Date:
Date:
Date:
Date:
CONSTRUCTION SAFETY:
These drawings do not contain the requirements for job safety. All provisions for safety shall
be the sole responsibility of the contractor.
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EXISTING CONDITIONS:
The contractor shall be responsible for reviewing all existing job conditions. Any
adverse existing conditions affecting work shown on these drawings shall be
brought to the attention of the engineer for possible clarification and
reconciliation.
ADA AND LEGAL DISCLAIMER:
This document is not represented to comply with all requirements contained in the ADA or
other laws. Engineers are not licensed to interpret laws or give advise concerning laws.
The owner should have this document reviewed by his attorney to determine legal
compliance.
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Horz. Scale: n/a
Vertical Scale: n/a
Date:September 21, 2022
Project No.: P200160
Drawn by: PRJ
Checked by:
Sheet: C