SW5240103_Plansheet - Cover Sheet_20240522

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Site Plan
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Smith Pav+lion
-r of Dortches
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Smith's Red&White'1
Total Area of Site: 25.04 Acres v
Parcel Identification Number: 3842000020743 +r
Qh Tarheet Office Products Property Address: 4486 Dortches Blvd, Rocky Mount, NC
Proposed Project: Cemetery Expansion ♦w c
Dortches Baptist Church w D
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"6 Rocky Mount (� U N
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Precision Cut m
Landscaping And...� Dortches Town Hai{
Computer Services "
of Rocky Mount Rocky Mount
B&a Lawn Services Memorial Park .2
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9 Memorial Park. Property Zoned as: R-30 Q) `t �
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Jones Painting � E N
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8{"`ke P" Brake Ad �brake Ad
Site Project Area Existing Impervious Area: 0.16 acres
Brake Cernelery ': Project Area Proposed Impervious Area: 1.45 acres
Project Area Total Impervious Area (Post-construction)= 1.61 acres 14.7% c-
Patios
Total Disturbed Area: 10.9 Acres
448 6 U U,r t GO%- h(:Nv:& 5" Blvd Town of 'Uortche.9
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Stacy`s Home Healthcare 9(7iJ gleN81sh out ,1 rth (DarOgAna
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Vicinity p Ma - Not to Scale
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Governing Agency Approvals o
eShet Index = N
Planning Approval: * Date:
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Legend: sheet No. ReVlSlon No. Sheet Title N.C.D.O.T. Driveway Permit No: N/A Date:
1 V Revision Date �7
Existing Proposed N.C.D.O.T. Encroachment Permit No: * Date: * N
Temporary Diversion Ditch 1DDIN
Propane LPRoof Drain D C-1 Cover Sheet * * I
— — CON — — — Conduit Soils Evaluation Completed: Date:
—s1 - - silt Fence SF------F - - - Guy Wire E - Existing Conditions and Demolition Plan Erosion Control 0.
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—X— — Fence x x — 0)
—FM — — Farce Main FM NCDEQ Permit No: * Date: * E
-—————————————- Edge of Pavement 3
—
Storm Drain Pipe Site Plan
_= ———————- Curb and Gutter Sewer Collection System: N/A pate:
Property Line Surveyed
— — Property Line Not Surveyed C-4 Grading and Storm Drainage Plan NCDENR Permit Na:
Woods/Tree Line
- -- Right of way — — Water Distribution System:
_LTV— Cable
eriine CTV C-5 Sedimentation and Erosion Control Plan Phase I NCDENR Permit No: N/A Date:
— OHU — — Overhead Utility(s)(Generic) OHU
Unctric(Overhead) OHE in LID
OHE — Electric C- edimentation and Erosion Control Plan Phase 11
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— LICE — — — Electric(Underground) - --— UGE
Limits of Disturbance
OHT — — Telephone(Overhead) — aiT ----- C-7 star ouality Pond details
— — UGT — — Telephone(Underground) UGT
Ditch
— — Fiber Optic FO
GAS Gas GAS V C—Q Sedimentation and Erosion Control Details
— — -- — —
— — — Gravel FM
—S— — Sanitary Sewer S
-—————————————- Striping/Road Markings Striping/ C-g Sedimentation and Erosion Control Details
Tree Protection Fence TPF
- - —w— — Water w
Conc. Concrete C-10 NCG-01
C.P.P. Corrugated Plastic Pipe
DI Drop Inlet —"
Ex. Disturbed
C-11 General Details
Ex. Existing
EIP Existing iron Pipe
CIO
FPS Flared Pipe
Lion -12 Drainage Areas PlanOwner: .0"
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IPS Iron Pipe Set
JB Junction Box LF Linear Feet RMMP LLC N
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MH Manhole Boundary and Topographic Survey .J C
PP Power Pole
RCP Reinfonced Concrete Pipe
SSMH SanitaryreFeet hole 1fi130 N Winstead Ave
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STMH Storm Manhole
Rocky Mount NC 27804� > -�
TSB Traffic Signs{Box rt 2�2�`'I�.i��880�
TP Telephone Pedestal
iNV Spot Elevation-Topo CWuarb TC This set containing plan sheets with the dates listed above are authorized for construction on this f o
Spot Elevation Top
Spot Elevation-Flow Line FL ((�) iz
Spot Elevation-Top of Asphalt TA the day of ��_—__.___ __ "2"'r
Spot Elevation-Top of Wall WALL Y /h
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-99- - - - Contours 100
Demo/To be Removed � .6o
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Railroad Tracks by (Engineer)
Lr�° ._ Concrete o co
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��� Riprap +s
• Bollard
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O Water Meter These plans are for bidding purposes only and are not to -
M Watervawe be used as Construction drawings unless initialed and
vY Fire Hydrant yr dated as approved for Construction below by the Engineer.
1
C Utility Pole Approved for Construction:
d Sanitary Manhole
Storm Manhole
r T; Telephone Manhole
General Notes ---------------------- Date: --------
Temporary Benchmark 1. Contact N.C.ONE-CALL(811)to have all underground utilities located at least 48 hours prior to excavating or trenching. CONSTRUCTION SAFETY:
Area Light(s) 2. No portions of this project limits area located within a special flood hazard area,as determined from These drawings do not contain the requirements for job safety. All
TSPO Traffic Signal Pole FEMA FIRM map number 3720384200J,panel3842 J,effective 11-03-04. provisions for safety shall be the sole responsibility of the contractor.
Sign
3. Parking lot shall be striped in accordance with plan.
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4. All dimensions are to face or curb unless otherwise Hated. ����
® Catch Basin 5. Site shall meet a8 N.C.Accessibility Code requirements. EXISTING CONDITIONS: �N CAR0<i '
CT1/o Cable TV Pedestal 6. Construction plan approval from Town of Dortches shall be obtained prior to construction of any street,water,and/or sanitary sewer and storm drainage systems. The contractor shall be responsible for reviewing all existing � O " "''�, ti ''�
CTV[� Cable TV Box 7. Soil erosion and sedimentation control plan approval by the NCDEQ required prior to initiation of any land disturbing activities. FESS/p y 1
job conditions. Any adverse existing conditions affecting work � O rj� . °-
TP 8. Refer to architectural plans for building dimensions. shown on these drawings shall be brought to the attention of _ Q� SEAL 9<
o Telephone Pedestal 9. Property is subject to encumbrances found upon a normal title search. _
the engineer for possible clarification and reconciliation.
FO o Fiber Optic Marker 10. All distances shown are horizontal ground distances unless otherwise noted. 36848 _ o
WVM 11, The contractor shall be responsible for verifying the minimum building setbacks prior to construction. ADA AND LEGAL DISCLAIMER: J y = 4- ' i o Water Valve Marker C`
12. The surveyor did not visibly see any cemeteries or marked graves in open areas on the site unless otherwise noted. This document is not represented to comply with all requirements
wQ Monitoring Well 13, The contractor shall be responsible for all work traffic control in or adjacent to NCDOT or City Right-of-ways.All methods shall conform with the manual on uniform contained in the ADA or other laws. Engineers are not licensed to ✓rr ""'`�
TSB p Traffic Signal Box traffic control devices(MUTCD)and NCDOT standards. interpret laws or give advise concerning laws. The owner should have ��rr R 0
MB Mailbox CD 14. Any relocation of existing utilities will be at the cost of the developer/owner.The Town will not accept responsibility for damages to curb and gutter or street rn r r 1111110
improvements if installed prior to underground services,nor will the Town absorb the cost for borings to install underground services,pavement patching,or damages this document reviewed by his attorney to determine legal compliance.
t ► � to landscaping.These will be the responsibility of the developer/owner. �
¢'' Handicap 15. Existing underground utilities shown on this plan are approximate and were provided by others. All contractors are responsible for verifying the location of all The design of all stormwoter management facilities and practices
p will control and treat the runoff from the 1-year 24hr storm over
C underground utilities prior to commencing work. Horz. Scale: n/a
CB Catch Basin 16. Approval of an si na a is not implied b this review. Please obtain a sin permit from the Department of Planning and Development for approval of an the total drainge area. The designs and plans are sufficient to 9
co pp y g 9 p y g p g p pp y comply with applicable standards and policies found in the NCDEQ
o Clean-out ! freestanding,building mounted,or monument signs. Vertical Scale: nJa 1
Gas 17. No potential wetlands or WOTUS were identified.No riparian buffers apply to the site.Wetlands/Water Delineation performed by Terracon Consultants,Inc. Stormwater BMP Design Manual, Q_
Spill Curb and Gutter Spill
Date: 10- 1-
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Proposed Spot Elevation p,Oq Project No.: P210191 s
Drawn by: LFH
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Checked by:
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