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HomeMy WebLinkAboutSW4210803_Plansheet C-2.0 - Proposed Conditions/Site Plan_20220120SITE PLAN GENERAL NOTES: 1. ALL DIMENSIONS ARE TO EDGE OF GRAVEL, OR FACE OF BUILDING UNLESS OTHERWISE NOTED. ALL RADII ARE TO EDGE OF GRAVEL. 2. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN AND STATE STANDARDS. 3. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE OWNER OR ENGINEER PRIOR TO PROCEEDING WITH WORK. 4. PRIOR TO BEGINNING ANY DEMOLITION, GRADING OR CONSTRUCTION, THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES. 5. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY. 6. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS. 7. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 8. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS. 9. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION' ISSUED BY AGC OF AMERICA, INC. AND THE SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION ISSUED BY THE U.S. DEPARTMENT OF LABOR. 10. REFER TO SHEET C-2.1 FOR GRAVEL/ABC STONE SECTIONS 11. ADDRESS SIGNAGE REQUIRED. 12. MAINTAIN FIRE DEPARTMENT ACCESS ROAD OF 20 FT. SITE INFORMATION OWNER: CITY OF LEXINGTON PROPOSED USE: SUBSTATION SITE APPROXIMATE ADDRESS: 717 COMMUNITY ROAD LEXINGTON, NC 27295 PARCEL #: A PORTION OF 6810-04-83-9326 PARCEL AREA: 1.87 AC STORMWATER BOUNDARY AREA = 2.46 AC ZONING: RA3 (SPECIAL USE PERMIT) DEED BOOK/PAGE: DB-2003 PG-0000 LAND DEVELOPMENT DATA CONSULTING FIRM SOUTHEASTERN CONSULTING ENGINEERS, INC PO BOX 240436 CHARLOTTE, NC 28224 CONTACT: JEREMY R FURR, PE PHONE: 704-523-6045 CIVIL ENGINEER LEGEND PROP. GRAVEL/ABC STONE PROP. SCM EASEMENT ESP ASSOCIATES, INC. 20484 CHARTWELL CENTER DRIVE, SUITE D CORNELIUS, NC 28031 PROP. PERIMETER BUFFER CONTACT: DAN E. BREWER PHONE: 704-990-9428 PROP. STORM DRAINAGE EASEMENT TOTAL LOT SIZE: 1.87 ACRES IMPERVIOUS AREA EXISTING: 0.00 ACRES (0.00%) ADDITIONAL IMPERVIOUS AREA PROPOSED: 0.011 ACRES (0.6%) \ EXIST. GENERAL PURPOSE TOTAL IMPERVIOUS AREA: 0.011 ACRES (0.06%) UTILITY EASEMENT (IMPERVIOUS AREA PER NCDEQ AND CHAPTER A-4 OF STORMWATER DESIGN MANUAL) FLOODPLAIN DATA INSIDE FLOODWAY: INSIDE 100 YEAR FLOODPLAIN: INSIDE 500 YEAR FLOODPLAIN: SITE DATA UTILITIES NO WATER OR SEWER CONNECTIONS PROPOSED LANDSCAPING NOTES- 1 . All work shall be in accordance with the current edition of the ANSI A300 Standard for Tree, Shrub, and other Woody Plant Management -Standard Practices. 2. All plant stock shall comply with the current edition of ANSI Z60.1 American Standard for Nursery Stock. 3. Height and width of plant material supersedes container size. 4. Utilities shall be located before planting. www.nc811.org. 5. Planting locations will be adjusted to provide sufficient space for utilities, easements, street lighting, traffic signs, and sight triangles. 3' clearance around all sides of fire hydrants and utility appurtenances. On public streets, no trees shall be planted within 75' of approaching a stop sign. No plants or signs over 2' tall within site triangles. 6. Any proposed redesign of the approved planting plan or plant species substitutions shall be approved by ESP ASSOCIATES, INC. LANDSCAPING DESIGN AND MAINTENANCE STANDARDS PLANT SPECIES. SPECIES USED IN REQUIRED PLANTING AREA SHALL BE OF A LOCALLY ADAPTED NATURE, OR APPEAR ON THE LIST OF RECOMMENDED PLANT SPECIES IN THE APPENDIX. OTHER SPECIES MAY BE APPROVED BY THE ZONING ADMINISTRATOR. DIMENSION OF PLANTING AREAS. ANY PLANTING AREA CONTAINING CANOPY TREES, INCLUDING THOSE LOCATED IN PARKING LOTS, SHALL HAVE A MINIMUM INSIDE DIMENSION OF SEVEN (7) FEET AND BE AT LEAST TWO HUNDRED (200) SQUARE FEET IN AREA. GROUPING. FOR THE TYPE A, B AND C PLANTING YARDS, SHRUBS AND TREES MAY BE GROUPED OR CLUSTERED FOR UP TO FIFTY (50%) PERCENT OF EACH REQUIRED PLANT MATERIAL. THE REMAINDER OF THE PLANT MATERIAL SHALL BE DISTRIBUTED THROUGHOUT THE PLANTING YARD. THERE SHALL BE AT LEAST ONE (1) ROW OF EVERGREEN SHRUBS OR EVERGREEN UNDERSTORY TREES IN ALL TYPE A PLANTING YARDS SUGGESTED PLANTINGS: LANDSCAPING SCHEDULE CANOPY TREE WILLOW OAK TOTAL = 9 RED MAPLE SUGAR MAPLE RIVER BURCH UNDERSTORY TREE YELLOWWOOD TOTAL = 13 YOSHINO CHERRY SAUCER MAGNOLIA AMERICAN HOLLY EVERGREEN SHRUB JAPANESE HOLLY TOTAL = 29 JUNIPER MUGO PINE DWARF BURFORD HOLLY NO NO / NO � \ \ON / \0 ON \ , ON\ \ oN \NO\ N\ON \ NO \ON \NO \ON �N0\ \ON \ NO \ ON \NO ON o\ 40 c ON NO ate. Ci \ON N�Q U 0 a� o U N U co o U� N N r U v�J O -3r-: Z r - O12 a) N(0 � Q U0.3rn U_ N Ov 00 N C O J 3i W NU)0 Z 3 0 Y SCY $CY i 2 COS "bit 110 0 11 2i��rT} r./ — ,�/� 7-\ p o rrrrrrrrrrrr SITE ENTERPRISE P@ o `u ON\ON PROPOSED STORMWATER \NO \ 41 \0/y ACC ESSIMAI NTE NANCE �NO O EASEMENT N� g �N to U oN\O 0 gyp. 68' DUKE POWER h0 EASEMENT EXISTING PARCEL R2�pU NO BOUNDARY / \NO f 18, EDGE OF GRAVEL EXTENDS 1'-0" �y H 30' ACCESS NO SETBACK BEYOND OF CHAIN LINK FENCE ^ ►{ $\ %EASEMENT N ' I PROP. CHAIN -LINK FENCE (TYP.) ++ + + I+++ + ++ I +► i + + ++ + I ' I ++ + SCM #1 + + I ++ I +++ + Ii 28.00' SETBACK+ + i+ I + + ++ ++ I ,+\w•...J+ + "`.°ram v J+ + ++ `"i 18, SETBACK PROPOSED 20' ACCESS GATE 0 —TCE�T �g Cie\ rCF \ rye\ PROPOSED15'STORM TCE DRAIN EASEMENT CLASS B 15.00' BUFFER (TYP.) \ \ \ \ 60' GENERAL PURPOSE UTILITY EASEMENT NO SURFACE WATERS WERE LOCATED ON SITE PER JURISDICTIONAL DELINEATION REPORT BY CAROLINA WETLAND SERVICES, INC. DATED JANUARY 20,2021 15' TEMP CONSTRUCTION EASEMENT hl � rllr., rl(3 idI r°d r rD9N+Rr JI.," F14 68 I 0 ' 9 I 83 9326 6 \ \ \ PROPOSED SIGHT \ DISTANCE. SEE SHEET \ �\ C-2.2 FOR THE PROFILE VICINITY MAP NOT TO SCALE 0 �C �NO\NO NO\NO EXISTING GRAVEL DRIVE TO BE / MCA \ REPLACED WHERE OVERLAPPING WITH PROPOSED DRIVE IO PROPOSED15'STORM DRAIN EASEMENT EXISTING CULVERTS �� TO BE REMOVED �p / / � \ N PROPOSED HEAVY DUTY CONCRETE DRIVEWAY APRON / (WITHIN NCDOT RIW) nI / Q4Q O 77-R25' \ \� // / / \ / HO'�H/ 40' H / GRAPHIC SCALE 0 20' 40' 80' 160' .9 LICENSE NO. - F-1407 / O II CAA,1 p w O CO J 0 Q U Q H w m m J CO CO a z N LD 0 > 0 LU W z M z L1J CD CD CD N N N o o c Z N Cl) L�J U Z Wa' W W Z_ C9 Z W C9 Z H J Cn Z O U Z W H Cn Q W 2 H O PROJECT INFORMATION PROJECT MANAGER: DEB DESIGNED BY: JWF DRAWN BY: MSS PROJECT NUMBER: IV18.400 ORIGINAL DATE: TBD Know what's below. Call before you dig. ( IN FEET) 1 inch = 40 ft. SHEET: C-2.0