NCC216562_Site Plan or Location Map_20211124

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GENERAL NOTES:
1. SURVEY INFORMATION OBTAINED BY PROVIDENCE LAND GROUP.
2. ARCHITECTURAL DIMENSIONS TO BE VERIFIED BY SURVEYOR. REFER TO ARCHITECTURAL PLANS FOR EXACT
BUILDING DIMENSIONS.
3. SURVEYOR SHALL REPORT ANY ENCROACHMENTS OR DISCREPANCIES GENERATED BY THE SITE PLAN AGAINST
ANY SITE DEVELOPMENT REQUIREMENTS SPECIFIED BY THE SITE PLAN TO THE OWNER, LANDSCAPE ARCHITECT
OR CIVIL ENGINEER PRIOR TO ANY ACTUAL CONSTRUCTION.
4. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
5. ALL ROAD IMPROVEMENTS AT EARNHARDT RD ARE TO BE COORDINATED WITH NCDOT
6. DEVELOPER WILL PROVIDE STREET SIGNS PER NCDOT STANDARDS
7. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
8. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT
MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR
AND BASED ON FIELD CONDITIONS.
9. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY
OWNERS.
10. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
11. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY
BY THE INSPECTOR.
12. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SIDE) IS TO PROVIDE STORM WATER CONVEYANCE AND
ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED.
13. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED
STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER,
JUNK AND OTHER ACCUMULATIONS.
14. AFTER COMPLETION OF CONSTRUCTION, AN AS -BUILT TOPOGRAPHIC SURVEY OF STORM WATER CONTROL
STRUCTURES SHALL BE SUBMITTED TO THE CITY OF SALISBURY BY THE DESIGN ENGINEER THAT INCLUDES
DETAILED ELEVATIONS AND DIMENSIONS OF THE OUTLET CONTROL STRUCTURE, DAM, AND POND. DESIGN
PROFESSIONAL CERTIFICATION SHOULD STATE THAT THE STRUCTURE IS BUILT IN ACCORDANCE WITH THE
APPROVED CONSTRUCTION PLANS AND WILL CONTROL STORM WATER FOR THE SITE AS REQUIRED.
15. NONSTANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A
RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE (NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION) BEFORE INSTALLATION.
16. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE
OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFFSITE R/W ACQUISITION PROCESS". THESE NEEDED
R/W AND CONSTRUCTION LIMITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.
17. PIPE SYSTEMS AND/OR CHANNELS LOCATED WITHIN PUBLIC DRAINAGE EASEMENTS ARE THE MAINTENANCE
RESPONSIBILITY OF THE PROPERTY OWNER.
18. ALL CONSTRUCTION TO CONFORM TO CITY OF SALISBURY, NCDENR, AND NCDOT DEVELOPMENT STANDARDS.
19. FIRE HYDRANT LOCATION SHALL BE REVIEWED AND APPROVED BY THE CITY FIRE MARSHALL DURING THE
BUILDING PERMIT PROCESS.
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SALISBURY, NORTH CAROLINA
TRUEHOMES
2649 BREKONRIDGE CENTRE DR. SUITE 104
MONROE, NC 28110
704.238.1229
CONSTRUCTION DOCUMENTS
ENGINEER'S NOTES:
1. CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION
ACTIVITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INTERPRETATIONS FOR ANY QUESTIONS REGARDING THESE
DRAWINGS PRIOR TO COMMENCEMENT OF WORK OR ORDERING OF MATERIALS AND SHALL BEAR THE COST OF ALL
REWORK IF NOT PROPERLY COORDINATED.
3. CONTRACTOR SHALL PROVIDE ENGINEER RECORD DRAWING INFORMATION FROM A REGISTERED LAND SURVEYOR UPON
COMPLETION OF CONSTRUCTION.
4. CONTRACTOR SHALL OBTAIN A PERMIT FOR ANY EXCAVATION PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY
5. THE ENGINEER OF WORK SHALL NOT BE RESPONSIBLE FOR THE ENFORCEMENT OF SAFETY MEASURES OR
REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES AND SHALL BE
SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY STANDARDS, LAWS AND
REGULATIONS.
6. CONTRACTOR SHALL ADJUST ALL PROPOSED AND EXISTING FACILITIES TO FINAL GRADE.
7. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE FIELD DATA AND THE
INFORMATION SHOWN HEREON. ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WORK DONE WITHOUT PROPER
NOTIFICATION AND COORDINATION.
8. THE ENGINEER PREPARING THESE PLANS SHALL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED
CHANGES TO OR USES OF THESE PLANS. ALL CHANGES MUST BE IN WRITING AND MUST BE APPROVED BY THE
DESIGN ENGINEER PRIOR TO IMPLEMENTATION.
9. EXISTING SANITARY SEWER AND WATER SYSTEM SHOWN PER PROVIDED SURVEY AND CITY OF SALISBURY PUBLIC
WORKS REFERENCE DRAWINGS. EXISTING PUBLIC UTILITY INFORMATION IS SHOWN FOR REFERENCE ONLY AND
EXISTING SIZES INVERTS AND LOCATIONS SHALL BE FIELD VERIFIED.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SUBSTRUCTURES, WHETHER SHOWN HEREON
OR NOT, AND PROTECT FROM DAMAGE DURING INSTALLATION. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID
STRUCTURES SHALL BE BORNE BY THE CONTRACTOR.
11. A LICENSED UTILITY CONTRACTOR WILL INSTALL THE TAPS AND METERS. THE CONTRACTOR IS RESPONSIBLE FOR
INSTALLING THE TAPS AND METERS TO THE CITY OF SALISBURY PUBLIC WORKS STANDARDS AND REGULATIONS.
12. IF CONTRACTOR OPTS TO INSTALL PRECAST STRUCTURES, CONTRACTOR SHALL BE REQUIRED TO VERIFY RIM
ELEVATIONS AND LAYOUT OF ALL PIPES, INCLUDING SIZE AND INVERTS OF EXISTING FACILITIES, PRIOR TO THE
ORDERING OF MATERIALS.
13. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO ADJUST ALL PRECAST STRUCTURES TO FINISHED GRADE IN
ACCORDANCE WITH AGENCY SPECIFICATIONS AND MANUFACTURER RECOMMENDATIONS. NO ADDITIONAL PAYMENT
WILL BE MADE FOR ADJUSTING FACILITIES TO FINISHED GRADE.
14. FIRE HYDRANTS ARE TO BE 10' CLEAR OF ANY OBSTRUCTIONS.
15. CITY OF SALISBURY FOLLOWS NC SCM DESIGN MANUAL.
16. THE WET POND MUST BE INSTALLED AND INSPECTED PRIOR TO THE ACCEPTANCE OF STREETS BY THE CITY FOR
ANY PHASE OF THE SUBDIVISION. ALL EASEMENTS AND MAINTENANCE AND OPERATIONS AGGREEMENTS MUST ALSO
BE EXECUTED AND RECORDED. FOR PHASED SUBDIVISIONS, THE WET POND MAY BE DESIGNED AND INSTALLED TO
MEET BUILD -OUT CONDITIONS, OR IT MAY BE DESIGNED AND INSTALLED/EXPANDED TO MEET REQUIREMENTS OF
EACH PHASE.
SITE DATA
TAX MAP NO:
MUNICIPALITY:
EXISTING SITE AREA:
PROPOSED SITE AREA:
ZONING:
PROPOSED USE:
PROPOSED UNITS:
DENSITY:
ACTIVE OPEN SPACE REQUIRED:
ACTIVE OPEN SPACE PROVIDED:
MINIMUM LOT WIDTH:
FRONT SETBACK:
SIDE YARD:
REAR YARD:
065 431
CITY OF SALISBURY
±29.574 ACRES
±29.37 ACRES AFTER EARNHARDT ROW DEDICATION
GR-6(CD)
SINGLE FAMILY RESIDENTIAL
136 LOTS
4.63 DUA
6% MINIMUM (OF TOTAL SITE AREA) = 1.77 ACRES
1.77 ACRES TO BE PROVIDED
36'
25'
20% OF LOT WIDTH
25'
PROVISIONS FOR HOUSE BUILDING TYPE (5.8):
• ENTRANCE - ALL PRIMARY ENTRANCES AND LOWEST FLOOR LEVEL SHALL BE
CONSTRUCTED AT GRADE
• STREET ACCESS HOUSE - FRONT LOADING GARAGES SHALL BE PERMITTED ON ALL LOTS.
A FRONT LOADING GARAGE IS NOT REQUIRED TO BE RECESSED FROM THE FRONT FACADE
OF THE HOUSE AND MAY EXTEND IN FRONT OF THE FRONT FACADE. ALL GARAGES SHALL
BE SETBACK 25' FROM THE STREET SIDEWALK.
PROVISIONS FOR PARKING (10):
• PARKING - ALL HOMES SHALL PROVIDE OFF STREET PARKING FOR TWO VEHICLES. OFF
STREET PARKING MAY BE LOCATED IN THE FRONT YARD LIMITED TO PREPARED SURFACES
ONLY (LDO 10.4 A III). GARAGE PARKING SPACES MAY COUNT TOWARD OFF STREET
PARKING REQUIREMENTS. MINIMUM DRIVEWAY WIDTH SHALL BE 12' AND MAXIMUM
DRIVEWAY WIDTH SHALL BE 18' AT THE RIGHT-OF-WAY LINE. DRIVEWAY MAY EXTEND TO
20' WIDTH ON INTERIOR OF LOT.
DEVELOPMENT CONDITIONS
• CONSTRUCTION TRAFFIC SHALL ENTER THE SITE VIA ACCESS FROM EARNHARDT ROAD.
CONSTRUCTION TRAFFIC SHALL NOT UTILIZE EDZELL DRIVE OR INVERNESS LANE.
TEMPORARY SIGNS SHALL BE PLACED AT THE ENTRANCE TO DRUMMOND VILLAGE, PHASE
1 PROHIBITING CONSTRUCTION TRAFFIC.
• EARNHARDT DRIVEWAY PERMIT TO BE ACQUIRED FROM NCDOT PRIOR TO PLATTING OF THE
1ST PHASE OF THE DEVELOPMENT. THE ROADWAY BOND FOR THE STOKES FERRY ROAD
IMPROVEMENTS IS TO BE EXECUTED WITH DEVELOPER AND NCDOT WHEN THE EARNHARDT
DRIVEWAY PERMIT IS RELEASED.
• CONSTRUCTION GATE, WITH KNOX BOX FOR FIRE ACCESS, SHALL BE ERECTED AT THE END
OF INVERNESS LANE TO PROHIBIT CONSTRUCTION TRAFFIC FROM ACCESSING THE SITE.
THE GATE SHALL REMAIN UNTIL A PLAT MAP FOR PHASE 2 OF THE DEVELOPMENT HAS
BEEN RECORDED.
• THE REMOVAL OF THE INVERNESS LANE CONSTRUCTION GATE AND INSTALLATION OF THE
STOKES FERRY ROAD IMPROVEMENTS ARE REQUIRED TO OCCUR WITHIN 5 YEARS OF THE
PLAT MAP RECORDING OF THE 1ST PHASE OF THE DEVELOPMENT. DEVELOPER/BUILDER
RESERVES THE RIGHT TO GO THROUGH THE SALISBURY TRC SITE PLAN AMENDMENT
PROCESS IF THE 5 YEAR TIMELINE FOR GATE REMOVAL ON INVERNESS LANE AND
INSTALLATION OF THE STOKES FERRY ROAD IMPROVEMENTS CANNOT BE MET.
• REQUIRED OFFSITE ROAD IMPROVEMENTS ALONG STOKES FERRY TO BE INSTALLED PRIOR
TO THE PLAT MAP RECORDING OF PHASE 2.
• DEVELOPMENT SHALL NOT BE NAMED DRUMMOND VILLAGE.
CONSULTANTS:
DEVELOPER: TRUEHOMES
2649 BREKONRIDGE CENTRE DR.
SUITE 104
MONROE, NC 28110
704.238.1229
LANDSCAPE ARCH.: DESIGN RESOURCE GROUP, PA
2459 WILKINSON BOULEVARD
SUITE 200
CHARLOTTE, NC 28208
704.343.0608
CIVIL ENGINEER: DESIGN RESOURCE GROUP, PA
2459 WILKINSON BOULEVARD
SUITE 200
CHARLOTTE, NC 28208
704.343.0608
N
VICINITY MAP N.T.S. O
SHEET SCHEDULE
Sheet Number
Sheet Title
Rev
Date
C0.00
COVER SHEET
1
11.19.19
C0.01
SURVEY
C2.00
OVERALL SITE PLAN
1
11.19.19
C2.01
SITE PLAN
2
03.15.21
C3.00
OVERALL EROSION CONTROL PLAN
C3.01
EROSION CONTROL PH1
C3.02
EROSION CONTROL PH1
C3.03
EROSION CONTROL PH1
C3.04
EROSION CONTROL PH2
C3.05
EROSION CONTROL PH2
C3.06
EROSION CONTROL PH2
C3.07
EROSION CONTROL PH3
C3.08
EROSION CONTROL PH3
C3.09
EROSION CONTROL PH3
C3.10
EROSION CONTROL NOTES
C4.00
GRADING PLAN
C4.01
LOT GRADING PLAN
C4.10
STORM DRAINAGE PLAN
C4.11
STORM DRAINAGE TABLES
C4.12
DRAINAGE AREA PLAN
C4.13
WETPOND DETAIL
C5.00
OVERALL UTILITY PLAN
2
03.15.21
C5.01
UTILITY PLAN - INVERNESS LANE
2
03.15.21
C5.02
UTILITY PLAN - SHAY CROSSING RD.
2
03.15.21
C5.03
UTILITY PLAN - PHASE 1
2
03.15.21
C5.04
UTILITY PLAN - WILLAMETTE DR & BLUEBONNET DR
2
03.15.21
C5.05
UTILITY PLAN - SHAY CROSSING RD & WILLAMETTE DR
2
03.15.21
C5.06
UTILITY PLAN - GONDOLA CT.
2
03.15.21
C5.07
FIRE PLAN
C6.00
LANDSCAPE PLAN
C6.01
BMP POND PLANTING PLAN
C7.00
SHAY CROSSING ROAD PLAN AND PROFILE
C7.01
SHAY CROSSING ROAD & INVERNESS LANE PLAN AND PROFILE
C7.02
WILLAMETTE DRIVE PLAN AND PROFILE
C7.03
BLUEBONNET DRIVE PLAN AND PROFILE
C7.04
GONDOLA COURT PLAN AND PROFILE
C7.05
ISD- SHAY CROSSING RD ONTO EARNHARDT RD
C8.00
SITE DETAILS
C9.00
CIVIL DETAILS
C9.01
CIVIL DETAILS
C9.02
CIVIL DETAILS
C9.03
CIVIL DETAILS
C9.04
CIVIL DETAILS
C9.05
CIVIL DETAILS
2
03.15.21
DESIGN
RESOURCE
R 0 U
LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING
TRANSPORTATION PLANNING
2459 Wilkinson Blvd, Ste 200 Charlotte, NC 28208
704.343.0608
www.drgrp.com
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COVER SHEET
PROJECT #: 757-001
DRAWN BY: JO
CHECKED BY: NB
SEPTEMBER 19, 2019
REVISIONS:
1. 11.19.19 -DEVELOPMENT CONDITIONS
2.03.15.21 - RTAP PER PRE -CON MEETING
SURVEYOR: PROVIDENCE LAND GROUP
3716 PROVIDENCE ROAD SOUTH
WAXHAW, NC 28173
704.400.0117
Copyright © 2019 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization
CO.00