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Home My WebLink AboutSW5221101_Plansheet C-01 - Cover Sheet_20221117 • o. LOo %anffamesSite Development Plan •� Y (0 U tiiiltrcg# • r� N � We Let the 13ogs Gus 4 %,I v 4 Cesar Creek Site Information J d `P„ Mrddle SChoel 41F r s ` soak Level Total Area of Site: 11.06 Acres ♦ 3 Christian Churcn 0 3 antics Parcel Identification Number: 1863-12-3651 , 1863-13-8086, 1863-12-8806, 1863-13-6076 ��Young co 4 syslle Academy gsville, NC Property Address: 2468 Cedar Creek Road,Youn C N U Proposed Building Use: Multifamily Apartments Building O � •� Z Building Area:CEDAR CREEK y o o SITE Pro. Building Footprint: (2)Buildings 8,188 SF each-Total 16,376 SIF y iO4- 04 Lo gdmdnq In a v J CV LGI Hawses-Hadlelgh Parking Requirements: 1 space per(2)bedroom units U of C-6w Creek 7 ate en. OAPARTMENTS x � O Required: 16(2)Bedroom Units per Building=Total 32(2)Bedroom Units ♦ U_ casa de errka y vrda 32 Parking Spaces=32 Parking Spaces Required 9 � l 400 Provided:74 spaces a omo �/ •i I? . 10 Haunted Forest " Pro ert Zoned as: MU-2 i nn�� Q North Carolina Turf Care M Panic Parrtl p Y W v EN 2468 Cedar Creek Road , Building Setbacks oN�aFeeFront= 16' Pravidenre Ruto Cafe9Larst7soapeSuprly Side= 0' E FreiAdin a'� �eox ■ ■ Rear= 12' WEhta;n sri Southern Roots City of Youngsville, Franklin County, North Carolina Existing Impervious Area: 0.0 acres YG�rgS'�Itl� Salon IBC.LLC �, o aollarerseralRDsesSewr 5tudsa united states 10�cv � Proposed Impervious Area: 1.44 acres Q Pasta!ServrceQ " FWI FTW Total Impervious Area(Post-construction)= 13.02%of the site v s Total Disturbed Area:6.67 Acres ChMrens Ark L Sheet Index 4 RWlroada 8arreit's ALno Sales Inr. d'aoro SP14"Pad at Hit}hlands Insurance 1 RA dill nigge Farms Gang3e 9r0r-r�qtt;Rrf'. v- Sheet No. Revision No. Revision Date Sheet Title Vicinity Map - Not to Scale C-1 Cover Sheet C-2 Existing Conditions and Demolition Plan .0 Approvalsenc A Governinxi in Proposed _ g gy C 3 Site Plan Temporary Diversion Ditch 7W Q Propane LP Cj-4 Utility Plan Planning Approval: Date: a Roof Drain RD N.C.D.O.T. Driveway Permit No: NSA Date: o CON Conduit CON C-5 Grading and Storm Drainage Plan Demo / To be Removed �� N.C.D.O.T. Encroachment Permit No: NSA Date: _SF Silt Fence SF C-6 Landscaping Plan Soils Evaluation Completed: Date: Guy Wire o Fence x x C-7 Sedimentation and Erosion Control Plan - Phase I Erosion Control ` Force Main FM Sedimentation and Erosion Control Plan - Phase 11 NCDEQ Permit No: NSA Date: * E C a --------------- Edge of Pavement Storm Drain Pipe Sewer Collection System: NSA Z Curb and Gutter C-9 Sanitary Sewer Plan and Profile NCDEQ Permit No: Date: Property Line Surveyed C-10 Water Plan and Profile Water Distribution System: Property Line Not Surveyed NCDEQ Permit No: N A Date: YYYYYYYYY Woods / Tree Line C-11 Water Quality Pond Details Q - - - - - - Right of Way - - s C-v C-12 Water Details z C Cable CTV !C Centerline - Overhead Utility(s) (Generic) OHU C-13 Sanitary Sewer Details L .J 0 Underdrain UD � - - OHE - - Electric (Overhead) OHE C-14 Sedimentation and Erosion Control Details UG Electric (Underground) UGE .> Limits of Disturbance - - - - C-15 Sedimentation and Erosion Control Details � c - OHT - - - Telephone (Overhead) OHT C - UGT - - - Telephone (Underground) UGT C-1 6 NCG-01 Details o .L. -99- - Contours 00 Q >_ ca - - - Ditch C-17 General Details Owner: -1-0 6 s Fo Fiber Optic FO � > � GAS Gas GAS C-18 Post-Development Drainage Areas Hurt, LLC Z Gravel FM C-19 BMP Access Easement Plan Michael Hurt s SanitarySewer S PO Box 9038 O --------------- Striping (Parking Lots' Boundary and Topographical Survey Rocky Mount, NC 27804 W Striping / Road Markings C >C O 252-714-3710 V W Cd U Tree Protection Fence TPF O o w Water W •C Railroad Tracks 77 This set containing plan sheets with the dates listed above are authorized for construction on C U � C 0 Concrete this the day of , 20 • 0 0 � Riprap Cd by (Engineer) Q m Q U �n These plans are for bidding purposes only and are not to be used as Franklin County Utility Notes Construction drawings unless initialed and dated as approved for UJ Construction below by the Engineer. ♦♦ 1.All fire hydrants&gate valves shall be manufactured by Clow. N General Notes 2.All brass fittings shall be manufactured by Ford(compression type). Approved for Construction: 3.All tapping sleeves shall be stainless steel wrap-around. 4.All gate valves shall be located outside of pavement section. 1. Contact N.C.ONE-CALL(811)to have all underground utilities located at least 48 hours prior to excavating or trenching. 5.Concrete collars required at all valve boxes. Date: 2. Parking lot shall be striped in accordance with plan. 6.All valve boxes shall be screw-type adjustable. s Benchmark 3. All dimensions are to back of curb unless otherwise noted. 7.All water and sewer materials and construction are to meet the minimum Nail in Power Pole ? ? ? 4. Property is subject to encumbrances found upon a normal title search. requirements of the Franklin County Utilities Standard Specifications for Water and CONSTRUCTION SAFETY: o Elevation = ??.?? 5. All distances shown are horizontal ground distances unless otherwise noted. Sewer. These drawings do not contain the requirements for job safety.All provisions for safety shall 7. The surveyors did not. The contractor shall bvisibly responsible cemeteries or marked gravee minimum s in open areaing setbackss on the site rior to sunle s otherwise noted. 8.at/or near R/W, min.31&taps m x.5hfrom property corners)rvices(meter boxes located be the sole responsibility of the contractor. `\ -(,6 CAI?0 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 9.All water services shall be Type K soft copper. <y9''�� Manual on Uniform Traffic Control Devices(MUTCD)and NCDOT standards. 10.Standard water meter to be Neptune T-10 disc meter. EXISTING CONDITIONS: 9. 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 11.Water lines shall be DIP or C-900(C1 150, DR 18)PVC. The contractor shall be responsible for reviewing all existing job conditions. Any a �pp gutter or street improvements if installed prior to underground services,nor will the Town absorb the cost for borings to install underground 12.Concrete blocks required under all gate valves when installing C-900 PVC water line. adverse existing conditions affecting work shown on these drawings shall be - SEAL r= _ N services, pavement patching,or damages to landscaping.These will be the responsibility of the developer/owner. 13.Tracer wire and water line tape required when installing C-900 PVC water line. brought to the attention of the engineer for possible clarification and 036848 10. Existing underground utilities shown on this plan are approximate and were provided by others. All contractors are responsible for verifying the 14.Service saddles are required for all taps on C-900 PVC water line. reconciliation. "- location of all underground utilities prior to commencing work. 15.All water lines crossing under storm drain shall be DIP. ` I N 11. Underground electrical and gas services to be utilized. 16.All fire hydrant legs shall be DIP. ADA AND LEGAL DISCLAIMER: p "" 12 All materials and construction are to meet the requirements of the Town of Youngsville's manual of specifications,standards and design,latest 17.Water line minimum bury depth is 4'. This document is not represented to comply with all requirements contained in the ADA or edition. rRlr lJsO�,,��`� 18.Water line shall not be located under pavement section,curb&gutter,or sidewalk. other laws. Engineers are not licensed to interpret laws or give advise concerning laws. 13. Street cross-section is to be confirmed or amended by soil testing. 19. Minimum spacing between service taps on 8"main shall be 6 feet. The owner should have this document reviewed by his attorney to determine legal Q 14. Developer to provide soils report with pavement design prior to approval of final street section. 20.An MJ sleeve is required at each joint on water lines when transitioning between compliance. II-Iq-2022 15. Lot dimensions are approximate and are not to be used for conveyance. dissimilar materials.(i.e., PVC to DIP or DIP to PVC) > 16. No wetlands were discovered on this property. See report by John R. Davis,Jr.dated November 12,2022. H orz. Scale: n/a Vertical Scale: n/a Date:September 21, 2022 Project No.: P200160 N Drawn by: PRJ N Checked by: r Sheet: C-1