SW5240401_Plansheet - Cover Sheet_20240404

SITE DEVELOPMENT PLANS
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DESIGN GROUP
RSC DEVELOPMENT PO Box 2007
Wake Forest, NC 27588
Telephone: [phone]
265 NORTHBROOK DRIVE YOUNGSVILLE NC 27596
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GENERAL NOTES mm000=Q�.OF00000��
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1. All construction shall be in accordance with Town of Youngsville Standards,
Specifications, and Details. Work on this project shall also conform to these plans, m SEAL
the latest editions of the North Carolina Department of Transportation (NCDOT) Y O U N G SV I L L E TOWNSHIP F RA N K L I N COUNTY NORTH CA R O L I N A � 2307
Road and Bridge Specifications, the Road and Bridge Standards, the North ,
Carolina Erosion and Sediment Control Handbook, and Franklin County Utility ZAs M I o0 0°00
Standards. In the event of conflict between any of these standards, Specifications, Beaaaa
or plans, the most stringent shall govern.
2. The contractor shall be solely responsible for trench safety during all phases of PRE I M I NA RY
construction.
3. The location and size of existing utilities as shown is approximate. The contractor NOT FOR CONSTRUCTION
is responsible for horizontally and vertically locating and protecting all public or SHEETS FOR REVIEW ONLY
private utilities which lie in or adjacent to the construction site. At least 48 hours COVER C1
prior to any demolition, grading, or construction activity, the contractor shall 265 Northbrook Dr, You n g svi I I e NC 27596
notify the North Carolina One-Call Center at 811 or 1-800-632-4949 for proper EXISTING CONDITIONS PLAN C2
identification of existing utilities within the site.
4. The contractor shall protect all existing power poles, signs, manholes, telephone Crubhousv D%
pedestals, water valves, etc. during all construction phases. The contractor shall = __-_ - - ;, :_f „� SITE PLAN C3 Z
repair, at his own expense, any existing utilities damaged during construction. - 0,,*.0
5. Traffic control on public streets shall be in conformance with the Manual of UTILITY PLAN C4 0
Uniform Traffic Control Devices, and as further directed by Town, County, and 10 � Q
State Inspectors. 1� r ,� "�� GRADING DRAINAGE AND STORMWATER PLAN C5 Ol U
6. Any discrepancies found between the drawings and specifications and site -Z
conditions or any inconsistencies or ambiguities in drawings or specifications $ tin$t ' LANDSCAPE AND TREE CONSERVATION AREA PLAN L1 ai fV p
shall be immediately reported to the engineer, in writing, who shall promptly ,� „ ��� M U Z
address such inconsistencies or ambiguities. Work done b the Contractor after
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his discovery of such discrepancies, inconsistencies, or ambiguities shall be done , W
at the contractor's risk. „ DETAILS C7 0 J
7. Contractor is responsible for verifying all required permits and approvals prior to
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commencing construction. , F"est i
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8. All areas shall be graded for positive drainage, and as shown on these plans. The i i' `� Z L.L.I Q
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contractor shall maintain adequate site drainage during all phases of Construction. ` . k SITE TOa 5
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Contractor shall comply with all applicable federal and state sediment control �� � ` J U
ordinances. Contractor shall remove all temporary erosion control devices upon it �� `& cc � oe�,r $� z � Q O Z
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completion of permanent drainage facilities, the installation of all site ' ff Rd9 u cur , w
improvements, and the establishment of vegetative cover on all earth surfaces. x
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9. The Contractor shall clear and grub the site and place backfill and fill soil _ '�� C"I z O W t,/) W
materials in layers not more than 8 inches in loose depth for material compacted J LU
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by heavy compaction equipment and not more than 4 inches in loose depth for >
material compacted by hand-operated tampers. All fill material placed on the site , 0 LJ..I Z
shall be compacted to a minimum of 95% of the standard Proctor maximum dry , w W
density except in the final foot beneath pavements and floor slabs where this ° `L � ' 11401 Rd U J 0
requirement should be increased to 98% of the standard Proctor maximum dry 1 ,�, c, 0
density. All fill material shall be moisture conditioned to within 2% of optimum Z
moisture content in order to facilitate and maintain stability of the fill section. Oee,;% 1 a l � Ln m
10. Any fill material from off-site locations shall be approved by a Geotechnical z = O
Engineer prior to placement. LU
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11. The contractor shall,prior to any operations involving filling or backfilling 0 0 �
submit the results of the proctor test together with a certification that the soil Your�gvtMe z >
tested is representative of the materials to be used on the project and the E.grsh N t�
certifications conducted by a certified material's testing laboratory and the Ln
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certifications made by a licensed professional engineer representing the Nona" Rd �G# (V O
laboratory. F man Sr ' >_
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12. Proposed contours gradients are approximate. Proposed spot elevations are to be
used in case of discrepancy. November 17, 2023 1-33,455
13. The contractor shall review, verify and coordinate all dimensions shown on 0 2,150 4,300 8,600 ft
plans including the horizontal and vertical location of curb inlets and grate inlets � 0 01 11 1- 11
and all utilities crossing the storm sewer prior to starting project. Site Dimensions 0 650 1,300 2,600 m
shown are referenced to back of curb, face of building, edge of pavement or walk, DATE
etc. Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, 3/4/2024
NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri
14. All handicap ramping, striping, and pavement markings shall conform to ADA (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS
User Community REVISIONS
Requirements and the North Carolina State Building Code, Chapter 11. WARNING.THIS IS NOT A SURVEY
15. Contractors shall exercise appropriate care and precision in construction of Tana scap spiledfro°rc rdeddeeds,wentory lasseal andotheroperty eu°dw'lhi°thisandd`h°
d is compiled from recordeddeeds,plats,and otherpublic records and data. 3/28/2024
Us ers of th is map are hereby noldied lhalthe afo remenlbned public primary information sources
ADA (handicap) accessible components and access routes for the site. these sh��abecompano`ssurnc°ati°° beep°he `°riltyfo°hei alion—trained Thenthis a°omapp'
corn pany ass ume no legal re sp ora ib ilAy for the inform ation con]abed on this map
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components, as constructed, must comply with the current ADA standards and
regulations' barrier free access and any modifications, revisions or updates to
same. Finished surfaces along the accessible route of travel from parking spaces,
public transportation, pedestrian access, inter-building access, to points of OWNER: RSC INVESTMENTS, LLC
accessible building entrance/exit, must comply with these ADA code 2102 W LONE CACTUS DRIVE
requirements. These include, but are not limited to the following: PHOENIX AZ 85207
• Parking spaces and parking aisles - slope shall not exceed 1:50 (1/4"per foot or
nominally 2.0%) in any direction.
DRAWN BY CHECKED BY
Curb ramps - slope must not exceed 1:12 (8.3%) for a maximum of six (6) feet. OWNER CONTACT: CRAIG GAUTSCH I KAH WHM
Landings - must be provided at each end of ramps, must provide positive E-MAIL: CraigGautschi @q rbm.COm
drainage, and must not exceed 1:50 (1/4"per foot or nominally 2.0%) in any SH EET TITLE
direction. [phone]
• Path of travel along accessible route - must provide a 48-inch or greater
unobstructed width of travel (car overhangs and/or handrails cannot reduce this F
minimum width). The slope must be no greater than 1:20 (5.0%) in the direction SITE PLAN CONTACT: HARRY MITCH ELL w COVER SHEET
of travel, and must not exceed 1:50 (1/4"per foot or nominally 2.0%) in cross 2
slope. Where path of travel will be greater than 1:20 (5.0%), an ADA ramp must E-MAIL: [e-mail] o
be adhered to. a maximum slope of 1:12 (8.3%), for a maximum rise of 2.5 feet, PHONE: [phone] Know what's below.
must be provided. The ramp must have ADA hand rails and "level" landings on Call before you dig. LU
each end that are cross sloped no more than 1:50 in any direction (1/4" per foot or Q SHEET NUMBER
nominally 2.0%) for positive drainage.
• The contractor must verify the slopes of subcontractor's forms prior to pouring LU
concrete. if any non-conformance is observed or exists, contractor must Cf C 1
immediately notify the engineer prior to pouring concrete. Contractor is ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF YOUNGSVILLE, FRANKLIN COUNTY PUBLIC UTILITIES, AND NCDOT STANDARDS & SPECIFICATIONS AS APPLICABLE o
responsible for all costs to remove, repair and replace non-conforming concrete. Z
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