SW3230803_Plansheet - Notes_20240620

FIRE MARSHALL NOTES: GENERAL/SITE NOTES
1. THE PROPOSED RESIDENCES ARE SINGLE-FAMILY HOMES WITH GARAGES. 1. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. ROAD STRIPING IS dpr
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2. BUILDING CONSTRUCTION WILL BE TYPE 2018 NORTH CAROLINA RESIDENTIAL BUILDING CODE. DIMENSIONED TO THE CENTER OF STRIPING. 40
2. EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC INFORMATION IS PROVIDED BY
PROVIDENCE LAND GROUP, PLLC., UNLESS NOTED OTHERWISE. master planning . civil engineering
3. THE CIVIL ENGINEER AND THE OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR urban design . landscape architecture
METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 919 berryhlll rd.ste 101.charlotte,nc 28208
4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO ENFORCE SAFETY MEASURES OR 704.332.1204 . www.dpr.design
REGULATIONS.THE CONTRACTOR SHALL DESIGN, CONSTRUCT,AND MAINTAIN ALL SAFETY NC Firm License#C-0560
STANDARDS, LAWS,AND REGULATIONS.
5. CONTRACTOR SHALL NOTIFY THE CIVIL ENGINEER 48 HOURS PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION ACTIVITIES.
6. ALL LOCAL, MUNICIPAL,AND STATE LAWS, RULES,AND REGULATIONS GOVERNING OR RELATING TO CLIENT/OWNER
ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THE PROJECT MILLS VENTURES, LLC.(R. DEAN HARREL)
CONTRACT DOCUMENTS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 5615 POTTER ROAD
7. DO NOT SCALE DRAWINGS IN THIS SET.ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER MATHEWS, NORTH CAROLINA 28104
THE SCALE SHOWN ON THE PLANS, SECTIONS, PROFILES,AND DETAILS. IN THE EVENT OF 704.870.4614
DISCREPANCIES,THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE CIVIL ENGINEER SURVEYOR
AND/OR OWNER'S REPRESENTATIVE.
EAGLE ENGINEERING
8. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY 2013A VAN BUREN AVE.
THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THERE OF SHALL BE SUBMITTED INDIAN TRAIL, NORTH CAROLINA 28079
TO THE CIVIL ENGINEER AND/OR OWNER'S REPRESENTATIVE FOR REVIEW. NO DEPARTURES FROM 704.882.4222
THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE
CIVIL ENGINEER AND/OR OWNER'S REPRESENTATIVE. WETLANDS
9. THE SURVEYOR SHALL REPORT ANY ENCROACHMENTS OR DISCREPANCIES GENERATED BY THE SITE LOWRYS ENVIRONMENTAL&ECOLOGICAL SERVICES
PLAN AGAINST ANY DEVELOPMENT REQUIREMENTS SPECIFIED BY THE SITE PLAN TO THE CIVIL 1823 QUINN ROAD
ENGINEER AND/OR OWNER'S REPRESENTATIVE PRIOR TO ANY ACTUAL CONSTRUCTION. CHESTER, SOUTH CAROLINA 29706
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO
COMMENCEMENT OF ANY WORK.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CIVIL GEOTECH
ENGINEER AND/OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS. SUMMIT ENGINEERING
11. ALL SUB-SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR 3575 CENTRE CIRCLE DRIVE
APPROXIMATE LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION FORT MILL, SOUTH CAROLINA 29715
AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE.THE CONTRACTOR 704.504.1717
SHALL CONFIRM THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF FEMA
ANY WORK..THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CIVIL ENGINEER AND/OR OWNER'S MAP#3710449600J, EFFECTIVE 10/16/2008
REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
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12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING,COORDINATING AND PAYMENT FOR
ALL NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT LOCATING SERVICES.THE
CONTRACTOR SHALL PROVIDE NOTICE OF EXCAVATION TO NOTIFICATION CENTER AND FACILITY
OWNERS(PER NC STATUTE) NO LESS THAN 3 BUSINESS DAYS AND NO MORE THAN 12 WORKING
DAYS PRIOR TO BEGINNING DEMOLITION, EXCAVATION OR ANY OTHER FORM OF CONSTRUCTION.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY LINES
REQUIRED TO COMPLETE ANY PORTION OF CONSTRUCTION.THE CONTRACTOR SHALL ALSO BE
RESPONSIBLE FOR THE COORDINATION AND COSTS OF THE RELOCATION AND ASSOCIATED WORK.
14. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, LANDSCAPING,AND FEATURES TO
REMAIN ON AND/OR ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION.THE CONTRACTOR
SHALL REPAIR OR REPLACE,AT THEIR OWN EXPENSE,ALL DAMAGED ELEMENTS RESULTING FROM
CONTRACTOR OPERATIONS OR NEGLIGENCE.
15. THE CONTRACTOR SHALL BE RESPONSIBLE TO IMMEDIATELY REPAIR ANY ACTIVE UTILITIES THAT
ARE DAMAGED DURING CONSTRUCTION AT CONTRACTOR'S EXPENSE.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE
CONSTRUCTION LAYDOWN AREA, PERIMETER FENCE AND ASSOCIATED GATES.THE CONTRACTOR
SHALL ALSO BE RESPONSIBLE FOR THE REMOVAL OF THE CONSTRUCTION LAYDOWN AREA,
PERIMETER FENCE AND ASSOCIATED GATES AT THE COMPLETION OF THE PROJECT.
0- 17. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE PUBLIC R/W(RIGHT-OF-WAY)IN
00 ACCORDANCE WITH THE STANDARDS OF THE NCDOT. PROJECT
N 18. ALL STANDARD NUMBERS REFER TO THE LATEST EDITION OF THE NCDOT STANDARD DETAILS AND M C C OY FARM
SPECIFICATIONS.
19. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANY TO RELOCATE/REPLACE ANY EXISTING
p UTILITY AND/OR LIGHT POLES.ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS
N UNDER THE SCOPE MUST BE RELOCATED AT THE CONTRACTOR'S EXPENSE.
0) 20. ALL TESTING SHALL BE PERFORMED BY A QUALIFIED TESTING LABORATORY, EMPLOYED AND PAID
DIRECTLY BY THE OWNER.TESTING SHALL BE PERFORMED,AT A MINIMUM, IN ACCORDANCE WITH
c0 THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT, IF OBTAINED. IN THE EVENT THE RESULTS
OF THE INITIAL TESTING DO NOT COMPLY WITH THE PLANS AND THE SPECIFICATIONS, SUBSEQUENT
01 TEST NECESSARY TO DETERMINE THE ACCEPTABILITY OF CONSTRUCTION SHALL BE AT THE WESLEY CHAPEL ROAD
3 CONTRACTOR'S EXPENSE. ELEMENTS FOUND TO BE DEFICIENT IN STRENGTH OR THICKNESS SHALL
WESLEY CHAPEL, NORTH CAROLINA
BE REMOVED AND REPLACED SOLELY AT THE EXPENSE OF THE CONTRACTOR.
W PROJECT NUMBER
21. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL
p STANDARDS. 19076
U 22. THE PURPOSE OF THE STORM DRAINAGE EASEMENTS(SIDE)ARE TO PROVIDE STORM WATER
DATE
CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTIONS TO STORM WATER FLOW IS
PROHIBITED. STORM DRAIN EASEMENTS ARE TO BE MAINTAINED BY THE INDIVIDUAL PROPERTY 05/07/2021
U OWNER OR HOMEOWNERS ASSOCIATION(HOA).
ISSUED FOR
cD 23. RETAINING WALLS ARE TO BE DESIGN BY A CERTIFIED ENGINEER. REFER TO RETAINING WALL NOTES
Q ON THE GRADING PLANS FOR MORE INFORMATION. CONSTRUCTION DOCUMENTS
23.1. ALL RETAINING WALLS ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION
H( OA). REVISIONS
m
p 24. LOT DIMENSIONS ARE APPROXIMATE. REFERENCE RECORD PLAT FOR EXACT DIMENSIONS. NO. DATE DESCRIPTION BY
U 25. THIS DEVELOPMENT WILL BE SERVICED BY PUBLIC WATER AND SEWER. NO REVISION, ORIGINAL
W F__ 26. ALL PROPOSED EASEMENTS AND NCDOT PROPOSED RIGHT-OF-WAYS MUST BE OBTAINED BEFORE 0 02/09/2022 SUBMISSION JF/JM/HN
N CONSTRUCTION BEGINS. REVISION PER 1ST CITY
1 08/12/2022 COMMENTS JM/HN
LLI 27. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN
UJ FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
REVISION PER 2nd CITY
/ AFFECTED PROPERTY OWNER. 2 09/23/2022 COMMENTS JM/HN
N REVISION PER NCDOT
F_ 28. GRADING AREAS OUTSIDE THE LIMITS SHOWN IS A VIOLATION OF STATE AND LOCAL ORDINANCES
W AND IS SUBJECT TO FINES. 3 07/05/2023 COMMENTS JM/HN
REVISION PER NCDOT
U 29. GRADING MORE THAN ONE ACRE WITHOUT A PERMIT IS A VIOLATION AND SUBJECT TO FINES. AN 4 12/15/23 AND E&SC COMMENTS JM/HN
EROSION AND CONTROL PERMIT AND A CERTIFICATE OF COVERAGE MUST BE OBTAINED BY NCDEQ
Q PRIOR TO ANY CLEARING OR GRADING. SCM 1 &ROADWAY
U 5 04/04/24 IMPROVEMENT REVISION JM/HN
30. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN REVISON PER NCDEQ
Q UNOBSTRUCTED CONDITION,AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE 6 06/19/24 REVIEW COMMENTS JM/HN
a STREAM(S)ALL DEBRIS, LOGS,TIMBER,JUNK,AND OTHER ACCUMULATION.
U
31. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES,AND RIGHT-OF-WAYS,
T PUBLIC AND PRIVATE, PRIOR TO PROCEEDING WITH WORK.
32. ALL DRAINAGE FACILITIES,CURB CUTS,AND CURB RAMPS MUST BE CONSTRUCTED IN COMPLIANCE
4-1
N WITH NCDOT AND LOCAL STANDARDS AND MUST BE COORDINATED WITH THE APPROPRIATE
N
INSPECTOR. CURB AND GUTTER SHOWN ON THE PLANS MAY BE ADJUSTED UPON FIELD STAKING BY
I CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED
Q
UPON FIELD CONDITIONS.
O PROJ. MANAGER: HN
32.1. ENSURE ALL ASPHALT AND CONCRETE SURFACES HAVE A MINIMUM OF 0.5%SLOPE FOR DRAWN BY: JM
DRAINAGE.
0 32.1. HIGH DENSITY POLYETHYLENE(HDPE)STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR CHECKED BY: HN
PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE NCDOT INSPECTOR
o PRIOR TO PLACEMENT WITHIN THE PUBLIC STREET RIGHT-OF-WAY. SEAL
Y 33. CONTRACTOR TO COORDINATE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS,AND OTHER
I TRAFFIC CONTROL DEVICES.
33.1. ALL PROPOSED SIGNAGE SHALL COMPLY WITH NCDOT AND LOCAL REQUIREMENTS.
Lai 34. SIGHT TRIANGLES SHOWN ARE MINIMUM REQUIRED. �� CAF?
T 35. "AS-BUILT"DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM MUST BE SUBMITTED PRIOR O�°�<,,S°S
TO FINAL SUBDIVISION INSPECTION IN ACCORDANCE WITH NCDOT SUBDIVISION ORDINANCE.
v 36. ONLY PATIOS AT GROUND ELEVATION ARE ALLOWED IN THE SETBACK. °tl SEAL
U 37. A SMALL PORTION OF THE STRIPPED TOPSOIL MAY BE STOCKPILED ON-SITE IN AREAS DIRECTED BY 030523
THE SITE DEVELOPERS. CONTRACTOR TO BE RESPONSIBLE FOR OFF-SITE DISPOSAL FOR THE
0 REMAINDER OF THE UNUSED TOPSOIL.
j 38. ON-SITE BURIAL PITS ARE NOT PERMITTED FOR THIS PROJECT. y° NG\J � y�
0) 39. AFTER COMPLETION OF THE DETENTION SYSTEMS,AN AS-BUILT TOPOGRAPHIC SURVEY WILL BE I1 0(0
0 SUBMITTED. DESIGN PROFESSIONAL CERTIFICATION WILL BE REQUIRED WITH THE AS-BUILT
N SUBMITTAL STATING THAT THE DETENTION POND IS BUILT IN ACCORDANCE WITH APPROVED
(f1 CONSTRUCTION PLANS AND WILL CONTROL STORM WATER FOR THE SITE AS REQUIRED BY VILLAGE SCALE
N ORDINANCE.
, AS INDICATED o
DRAWING
® GENERAL- SITE & FIRE NOTES
t SCALE:1"=200'
N 0 100, 200' 400'
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COPYRIGHT©2020 DPR ASSOCIATES,INC.THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES,INC.AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED.NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE:24"X 36"'