NCC230023_Site Plan or Location Map_20230105

PROIECT CONSULTANTS
GENERAL INFORMATION
ENGINEER:
COLLIERS ENGINEERING & DESIGN. INC
CHARLOTTE OFFICE
5275 PARKWAY PLAZA BOULEVARD,
SUITE 100 CHARLOTTE, NC 28217
CONTACT: ERIK P. MESSINA, PE
EMAIL: [e-mail]
(877)-627-3772 MAIN
(980)-890-3051 DIRECT
(201)-602-8677 MOBILE
OWNER/ DEVELOPER:
ALL NATIONS UNITED METHODIST CHURCH
JOSEPH BOAKYE
11440 SHOPTON ROAD WEST
EMAIL: [e-mail]
[phone]
UTILITY COMPANIES
SANITARY SEWER/WATER SERVICE:
CHARLOTTE WATER
ENGINEERING AND CUSTOMER SERVICE
5100 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
[phone]
GAS SERVICE:
PIEDMONT NATURAL GAS
BUSINESS CUSTOMER SERVICE
[phone]
ELECTRIC SERVICE
DUKE ENERGY
BUSINESS CUSTOMER SERVICE
[phone]
INDEX OF SHEETS
SHT. NO. DESCRIPTION LATEST
REVISION
C-001 COVER SHEET 12/14/2022
C-002 I GENERAL NOTES I 8/5/2022
C-100 EXISTING CONDITIONS & DEMOLITION PLAN 10/17/2022
C-200 OVERALL SITE PLAN 12/ 14/2022
C-200.5 OPEN SPACE PLAN 12/ 14/2022
SITE DEVELOPMENT PLAN
FOR
ALL NATIONS UNITED CHURCH
PARCEL ID: 19956102
CITY OF CHARLOTTE
MECKLENBURG COUNTY NORTH CAROLINA
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VICINITY MAP
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SOURCE: GOOGLE MAPS,
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FIRMETTE MAP
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SOURCE: FEMA FLOOD MAP CENTER
I. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
2. ALL ROAD IMPROVEMENTS ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING
DEPARTMENT PRIOR TO CONSTRUCTION.
3. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM# 50.05 (9" SIGNS ONLY)
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
5. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE Al APPLICATION OF A TACK
COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE
INSPECTOR AND BASED ON FIELD CONDITIONS.
6. 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.
7. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
8. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED
NECESSARY BY THE INSPECTOR.
9. HIGH -DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR
PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TO
ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR
PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY.
10. 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.
11. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO THE RESTRICTIONS
OF THE (CITY OF CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION ORDINANCE, SECTION 7.200.8.
12. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS SUBJECT TO
THE RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS OF THE CITY OF CHARLOTTE AND
MECKLENBURG COUNTY.
13. ALL OPENINGS (E.G., DOORS, WINDOWS, VENTS) IN STRUCTURES BUILT ON LOT SHOULD BE
LOCATED A MINIMUM OF ONE FOOT ABOVE THE ADJACENT FINISHED GROUND SURFACE (APPLIES
TO LOTS WHICH MAY EXPERIENCE SIGNIFICANT OVERLAND FLOW NOT CONSIDERED IN THE 100+1
FLOOD ANALYSIS.)
14. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED
DITCHES, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY
ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY SUBDIVISION ORDINANCE.
15. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS
MUST BE FURNISHED TO CITY OF CHARLOTTE ENGINEERING FOR APPROVAL.
16. PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWINGS OF ALL WATER QUALITY BMP'S AND
DETENTION SYSTEMS MUST BE PROVIDED.
17. PRIOR TO PLAT RECORDATION, OFFSITE R/W Al 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.
18. PER SECTION 18-175(1 OF CITY CODE AND SECTION 10.0 OF THE CITY'S POST CONSTRUCTION
CONTROLS ADMINISTRATIVE MANUAL, ALL REQUIRED NATURAL AREAS Al POST
CONSTRUCTION CONTROLS EASEMENTS (PCCES) MUST BE RECORDED PRIOR TO THE ISSUANCE OF
THE CERTIFICATE OF OCCUPANCY.
19. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI,
704-336-7086) TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90 DAYS
WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL
RELATED RELOCATION COST Al ANY REPAIR COST CAUSED BY THE
CONTRACTOR/DEVELOPER.
20. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS.
ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT
OF TRANSPORTATION (704-336-4025) OR VISIT
HTTP://WWW.CHARMECK.0RG/DEPARTMENTS/TRANSPORTATION/STREET+MAI NTENAN CE/HOME.HTM
21. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A
RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF
TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT [phone].
22. SIDEWALK WITHIN THE CITY'S R/W THAT REQUIRES REPLACEMENT AS PART OF THE DEVELOPMENT
Al STREET IMPROVEMENTS SHOULD BE PHASED IN SUCH A WAY AS TO MINIMIZE THE
DURATION OF THE SIDEWALK CLOSURE TO THE EXTENT FEASIBLE. THE DEVELOPER SHOULD MAKE
EVERY ATTEMPT TO HAVE SIDEWALK REPAIRED AND REOPENED FOR PUBLIC USE WITHIN 30 DAYS OF
REMOVAL.
23. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE
FOR LESS THAN 30 DAYS REQUIRES A R/W USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY
SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE PERMIT
REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC
CONTROL HANDBOOK (WATCH) AND MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL
CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK AT (704)
432-1562.
24. RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL
INCLUDE THE SUBMITTAL OF A TRAFFIC CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED
THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING THE LAND
DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL
PLANS MUST BE SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO
START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT CDOT AT [phone].
25. CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE
AGREEMENT. CONTRACTOR SHALL CONTACT CDOT AT [phone].
FLOOD HAZARD NOTES:
1. BY GRAPHIC PRESENTATION ONLY THIS PROPERTY IS NOT LOCATED IN FLOOD MINIMAL FLOOD
HAZARD AS SHOWN ON FLOOD INSURANCE MAPS COMMUNITY PANEL NO. 4501 L WHICH HAS MAP
NUMBER 3710450100L AND EFFECTIVE DATE OF 9/2/2015. THIS PROPERTY IS NOT IN A SPECIAL FLOOD
HAZARD AREA. FIELD SURVEYING WAS NOT PERFORMED TO DETERMINE THIS ZONE.
Colliers
Engineering
& Design
www.colliersengineering.com
Copyright (D 2022. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the partyfor
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering& Design.
Doing Business as M)"tK
l C 0 N 5 U L T I N G
PROTECTYOURSELF
ALL STATES REQUIRE NOTIFICATION OF
Q ® EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Knowwhat's e�OW.
Cal I before you dig.
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
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Erik P. Messina
NORTH CAROLINA PROFESSIONAL ENGINEER
LICENSE NUMBER: 045263
COLLIERS ENGINEERING & DESIGN CT, P.C.
N.C. #: C-4746
SITE DEVELOPMENT PLAN
FOR
ALL NATIONS
UNITED CHURCH
C-201
DIMENSION PLAN
1 1/18/2022
3
PARCEL ID: 19956102
CHARLOTTE
MECKLENBURG COUNTY
NORTH CAROLINA
C-202
SHOPTON RD SIGHT DISTANCE PLAN & PROFILE
1 1/18/2022
C-203
RIVER CABIN LN SIGHT DISTANCE PLAN & PROFILE
1 1/18/2022
C-300
--------
GRADING PLAN
12/14/2022
C-301
STORMWATER MANAGEMENT PLAN
1 1/18/2022
L
C-500
SOIL EROSION & SEDIMENT CONTROL PLAN - PHASE 1
1 1/18/2022
Y
C-501
n
SOIL EROSION & SEDIMENT CONTROL PLAN - PHASE II
10/17/2022
5 C-502
SOIL EROSION & SEDIMENT CONTROL DETAILS
1 1/18/2022
D
C-503
SOIL EROSION & SEDIMENT CONTROL DETAILS
8/5/2022
C-504 I SOIL EROSION & SEDIMENT CONTROL DETAILS I 8/5/2022
CO' eiS
CHARLOTTE
5275 Parkway Plaza Boulevard,
Suite 100
Charlotte, NC 28217
Engineering
Phone:[phone]
& Design
COLLIERS ENGINEERING & DESIGN CT, P.C.
DOING BUSINESS AS MASER CONSULTING
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
AS SHOWN
08/05/2022
KNS
EPM
PROJECT NUMBER:
DRAWING NAME:
22003639
C-CVER
SHEET TITLE:
C-600 LANDSCAPE PLAN 1 1 / 18/2022
C-601 LANDSCAPE DETAILS & NOTES 10/17/2022 COVER SHEET
C-800 CONSTRUCTION DETAILS 12/ 14/2022 SHEET NUMBER:
C-801 CONSTRUCTION DETAILS 8/5/2022 b :7:1
-001
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.