NCC232679_Site Plan or Location Map_20230912

II
SPECIAL USE PERMIT CONDITIONS SHEET INDEX "
C0.00 PROJECT NOTES
1 of 1 EXISTING CONDITIONS(PREPARED BY JMT SURVEY)
A. USES AND MAXIMUM DENSITIES ARE LIMITED TO THOSE SHOWN ON EACH SITE ON CZ.O1 DEMOLITION PLAN
THE CONCEPT PLAN.ANY RESIDENTIAL UNITS NOT DESIGNATED ON THE /^RESIDENTIAL-TOWNHOMES TRACT MAY BE USED ON ANY OF THE TRACTS LABELED FOR C2,00 OVERALL SITE PLAN
NON-RESIDENTIAL USES.
B. PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY FOR THE FIRST C2.O1 SITE PLAN-AREA"A" MCADAMS
RESIDENTIAL UNIT IN THE EAST SIDE AS SHOWN ON THE CONCEPT PLAN,DEVELOPER
WILL COMPLETE THE EXTENSION OF WALL CREEK DRIVE TO MAIN STREET. C2.02 SITE PLAN-AREA"B"
C. IF APPLICANT SEEKS A CERTIFICATE OF OCCUPANCY PRIOR TO THE COMMENCEMENT The John R.McAdams Company,Inc.
OF WORK ON THE LAPP GRANT PROTECT IMPROVEMENTS,THEN PRIOR TO THE C2.03 LOT DIMENSIONS-AREA"A" 621 Hillsborough Street
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY OF THE FIRST RESIDENTIAL UNIT /^
IN THE EAST SITE AND IN ACCORDANCE WITH THE"WALLBROOK DEVELOPMENT TIA C2.04 LOT DIMENSIONS-AREA"B" Suite 500
ADDWILLLECONSTRUCT AI0'NORTHBOUND RIGHT TURN NDU -RESIDENTIAL-ONLY PHASE"DATED LAY ER AND A 100'DEVELOPER13,2020, Raleigh,C2.05 OVERALL PHASING PLAN Raleigh,NC 27603
LEFT TURN LANE AT THE INTERSECTION OF WALL CREEK DRIVE(AS EXTENDED)AND C3.00 OVERALL GRADING AND STORM DRAINAGE PLAN Phone [phone]
MAIN STREET.IF WORK ON THE LAPP GRANT PROJECT IMPROVEMENTS IS fax [phone]
COMMENCED BEFORE THE FIRST CERTIFICATE OF OCCUPANCY IS REQUESTED, WALLBROOK C3.O1 GRADING AND STORM DRAINAGE PLAN-AREA"A" license number:C-0293,C-187
DEVELOPER IS NOT REQUIRED TO CONSTRUCT THE AFOREMENTIONED
IMPROVEMENTS. C3.02 GRADING AND STORM DRAINAGE PLAN-AREA"B"
D. NO LATER THAN SIX MONTHS FOLLOWING THE COMPLETION OF THE LAPP GRANT C4.00 OVERALL UTILITY PLAN www.mcadamsco.com
PROJECT IMPROVEMENTS,DEVELOPER WILL COMPLETE BOTH 1)THE EXTENSION OF
VIRGINIA WATER DRIVE TO MAIN STREET AND 2)THE EXTENSION OF BURLINGTON S. MAIN STREET C4.01 UTILITY PLAN-AREA"A"
MILLS ROAD(AS REALIGNED)FROM MAIN STREET TO VIRGINIA WATER DRIVE. CONTACT
E. DEVELOPER WILL COMPLETE TRAFFIC IMPROVEMENTS AS SET FORTH INOCTOBER12, • C4.02 UTILITY PLAN-AREA"B"
2020 MEMO BY STANTEC. /^
F. AS SHOWN ON THE"PRELIMINARY PLAT PLAN-SP 21-02,"AREAS OF THE SITE EAST OF I I I CAROLINA
C5.00 PLAN AND PROFILE-WALL CREEK DR STA.9+OOTHRU STA.18+00 MIKE SANCHEZ
THE RIPARIAN STREAM AND,17586ADJACENT TO WAKE COUNTY PINS 1758676836, ROLES` /I "E NORTH VA RO`I NA
1758674619,1758674416,1758674204,1758674100,AND 1758663984 SHALL NOT BE V C5.02C5.01 PLAN AND PROFILE-LETTIE LN STA.9+50 THRU STA.22+00 [e-mail]
DEVELOPED WITH STRUCTURES OR IMPROVEMENTS. PLAN AND PROFILE-WALLSTONE WAY STA.9+50THRU STA.19+50 PHONE:anchz 919.361.5000
C5.03 PLAN AND PROFILE-WALLSTONE WAY STA.19+SOTHRU STA.26+50
PLAN AND PROFILE-CHIMNEY DR STA.9+50 THRU STA.13+00 CLIENT
C5.04 PLAN AND PROFILE-DEEP OAK DR STA.9+50THRU STA.16+50
PLAN AND PROFILE-RANDY DR STA.9+5o THRUSTA.13+00 WALLBROOKLANDCO,LLC
3 KEEL STREET,SUITE 2
C5.05 PLAN AND PROFILE-ROLES WAY STA.9+50THRU STA.16+50 WRIGHTSVILLE BEACH,NORTH CAROLINA
PARCEL OWNER LIST TO W N I-I 0 M E S C5.06 PLAN AND PROFILE-ZIGGY LN STA.9+50 THRU STA.15+00 28480-1709
PIN OWNER AREA C5.07 PLAN AND PROFILE-SS OUTFACE"A" STA.9+50 THRU STA.18+50
1758-56-8976 WALLBROOK LANDCO,LLC. 42.324 AC. C6.00 EROSION CONTROL NOTES
3 KEEL STREET,SUITE 2
WRIGHTSVILLE BEACH,NC28480 C6.01 OVERALL EROSION CONTROL PLAN-STAGE 1
CONSTRUCTION] DRAWINGS C6.02 EROSION CONTROL PLAN-STAGE 1-AREA"A"
CD 2 2 04 C6.03 EROSION CONTROL PLAN-STAGE 1-AREA"B"
C6.04 OVERALL EROSION CONTROL PLAN-STAGE 2
DEVELOPER/OWNER C6.05 EROSION CONTROL PLAN-STAGE 2-AREA"A" PROJECT DIRECTORY
C6.06 EROSION CONTROL PLAN-STAGE 2-AREA"B"
WALLBROOK LANDCO, PROJECT NUMBER: CPR-19100 C6.07 OVERALL EROSION CONTROL PLAN-STAGE 3
3 KEEL STREETWRIGHTSVILLE BEACH,NC28480 C6.08 EROSION CONTROL PLAN-STAGE 3-AREA"A"
DATE: MAY 22, 2023C6.09EROSION CONTROL PLAN STAGE 3 AREA"B"
C6.10 DETAILS
CONTROL DETAILS
CURRENT ZONING:CO SUD C6.11 EROSION CONTROL DETAILS
C6.12 EROSION CONTROL DETAILS
C6.13 EROSION CONTROL DETAILS
C6.14 EROSION CONTROL DETAILS
C8.00 SITE DETAILS
SURVEY BY: C8.O1 STORM DRAINAGE DETAILS
JOHNSON,MIRMIRAN&THOMPSON
9201 ARBORETUM PARKWAY,SUITE 310 C8.02 STORM DRAINAGE DETAILS
RICHMOND,VIRGINIA 23236
C8.03 WATER DETAILS
TOPOGRAPHIC MARCH 25,2020 C8.04 WATER DETAILS
ALTA SURVEY MARCH 25,2020
WILLIAM T.BOBBINS,PLS C8.05 SEWER DETAILS
NC LICENSE#4192 C8.06 SEWER DETAILS
804-323-9900 C9.A1 STORM WATER CONTROL MEASURE"A" PLAN VIEW
C9.A2 STORM WATER CONTROL MEASURE"A" DETAILS
SURVEY NOTES 15.4.5-Streets C9.A3 STORMWATER CONTROL MEASURE"A" DETAILS
1. THEPROPERTYLIESINZONE"X"PERNATIONALFLOODINSURANCEPROGRAMRATE QUANTITIES: C9.A4 STORMWATER CONTROL MEASURE"A" LANDSCAPE PLAN
15.4.5.1 STREETS
MAP(FIRM),WAKE COUNTY,NORTH CAROLINA,PANEL 1758,MAP NO.3720175800J, Type of Street Required All subdivision lots shall abet of least 20feet orepublic street.All public streets shall be dedicated to the WALL CREEK DR 60'R/W 615 LF C9.B1 STORM WATER CONTROL MEASURE"B"PLAN VIEW
DATED MAY 2,2006. LETTIE LN 50'R/W 1,180 LF
Town of Rolesville,the State of North Carolina or the public as determined appropriate by the Board of Commissioners of the Town
2. THE SURVEY IS REFERENCED TO THE NORTH CAROLINA STATE PLANE COORDINATE of Rolesville.All public streets shall be builtto[hestandardsofthisordinanceandallotherapplicables[andardsoftheTownof WALLSTONE WAY 50'R/W 1,470LF C9.B2 STORM WATER CONTROL MEASURE"B"DETAILS
SYSTEM,NORTH AMERICAN DATUM OF 1983,2001 ADJUSTMENT,NAD83(2001).ALL CHIMNEY DR 50'R/W 205 LF
Rolesville and North Carolina Department of Transportation.Public streets not dedicated to the Town which are eligible for C9.B3 STORM WATER CONTROL MEASURE"B"DETAILS
SYSTEM,
ARE HORIZONTAL GROUND DISTANCES. DEEP OAK DR 20'PRIVATE ALLEY 635 LF
3. THE SUBJECT PARCEL IS ZONEDCO-SUD(COMMERCIAL OUTLYING SPECIAL USE acceptance into the State Highway System shall be constructed to the standards necessary to be put on the State Highway System RANDY DR 20'PRIVATE ALLEY 240 LF
DISTRICT)PER WAKE COUNTY GIS. or the standards In this ordinance,whichever is stricter,in regard to each particular item and shall be put on such system.Streets ROLES WAY 20'PRIVATE ALLEY 585 LF C9.B4 STORM WATER CONTROL MEASURE"B"LANDSCAPE PLAN
4. SURVEY WAS PREPARED BY IOHNSON,MIRMIRAN&THOMPSON UNDER THE not dedicated to the Town which are not eligible to be put on the State Highway System because there are too few lots or ZIGGY LN 20'PRIVATE ALLEY 445 LF
E_ SUPERVISION OF WILLIAMT.ROBBINS,PLS.FIELDWORKWASCOMPLETEDMARCH25, esidences shall,nevertheless,be dedicated to the public and shall be in accordance with the standards in this ordinance or the C1O.O1 OPEN SPACE PLAN wwwwm rrrr,,
2020. standards necessary to be put on the State Highway System,whichever is stricter in regard to each particular item,so as to be wJ CARD w4�
eligible to be put on the system at a PUBLIC UTILITY IMPROVEMENTS QUANTITIES L5.00 OVERALL CODE LANDSCAPE PLAN (3..,w�.•
' 5. AREAS COMPUTED BY COORDINATE METHOD, later date.Awritten maintenance agreement with far maintenance of the street unt,l,t,s ton the States stem shall ;SOJ pFES$/� /9,'�L
c 6. NOCEMETERIESOBSERVEDASARESULTSOFTHESURVEY. provisions put v (CONSTRUCTION DRAWINGS) L5.01 ENLARGED CODE LANDSCAPE PLAN =� 4, ,
be included with the final plat. 4 SEAL
ITEM TOTALS 1 75
15.4.5.2 NUMBER OF LOTS 140 22630 =
Subdivision Street Disclosure Statement All streets shown on the final plat shall be designated in accordance with G.S.§136-102.6 LOT NUMBERS 1-140 PR21-04 TREE PRESERVATION PLAN(PREPARED BY ARK CONSULTING) ''-�E•F ,
and designation as public shall be conclusively presumed an offer of dedication to the public.Where streets are dedicated to the 6"PUBLIC WATER ILFI OLF caw, / •G•I'N�.-_,,•'
public but not accepted into a municipal or the State system,before lots are sold,a statement explaining the status of the street g"PUBLIC WATER ILF) 3,420 LF SL2.0 SIGHT LIGHTING AND SPECIFICATIONS(BY ON-SITE LIGHTING) ''-; r
shall be included with the final plat. 8"PUBLIC SEWER(LF) 2,195 LF '" Digitally signed by
12"PUBLIC SEWER EWER(LLF) -1,565 LF SL2.1 PHOTOMETRIC PLAN(PREPARED BY ON-SITE LIGHTING) 1.7. � ,William T O'Daniel
WATER SERVICE STUBS 141-22=118w SL2.2 PHOTOMETRIC PLAN(PREPARED BY ON-SITE LIGHTING) Date:2023.05.23
SEWER SERVICE STUBS 141 14:23:32-04'00'
r 22 SERVICES ALONG WALLBROOK DRIVE
as,/
TO BE INSTALLED BY OTHERS SITE PERMITTING APPROVAL
1-, �k< roNMfU'0005\z ,� Water and Sewer Permits(If applicable)
H The Sty of Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this plan.The
CENTURY le5ville material and ConsWction methods used for this project shall conform to the standards and specifications of the Citys Public
k� Utilities Handbook.City of Raleigh Public Utilities Department Permit f S-5230
i QUARRY RD. Planning The City of Raleigh consents to the connection and extension of the City's Public water System as shown on this plan.The REVISIONS
material and Constmction methods used for this project shall conform to the standards and specifications of the CRys Public
Q Pa EROSION CONTROL,STORMWATER Utilities Handbook.City of Raleigh Public Utilities Department Permit 8 W-4043
"Q AND FLOODPLAIN MANAGEMENT CD 22 04 Wallbrook Townhomes NO.
`Qo� The City of Raleigh consents to the connection to its public sewer system and extension of the private sewer collection
O Pa' ® WALL[REEK OR.
s'' APPROVED APPROVED system as shown on this plan.The material and constructions methods used for this project shall conform to the standards DATE
o swp0. + Date: August 18,2023 and specifications of the City's Public Utilities Handbook.
tcAD' EROSION CONTROL ❑ SEC-084327-2022 g Sty of Raleigh Pubic Utilities Department Permit R
STORMWATER MGMT.❑SWF-084502-2022 • CITY OF RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION
- /f let--. Plans for the proposed use have been renewed for general compliance with applicable codes.This limited review,and
FLOOD STUDY El
authorization for construction is not to be considered to represent total compliance with all legal requirements for
development and construction.The property owner,design consultants,and contractors are each responsible for
-si t
DATE pDigitally signal by Janet Boyer Town of Rolesville Planning Department compliance with all applicable City,State and Federal laws.This specific authorization below s not a permit nor shall it be
R p F DN C=US, construed to permit any violation of City,State or Federal Law.All Construction must be;n accordance with all Local,State,
Janet N BO�/@1 E=lanet boyar@wakegov om, and Federal Rules and Regulations.
{ O=Wake County,OU=Watershed
ENVIRONMENTAL .tana9p o.N=danetooyer CONSTRUCTION
Date:2023.08.18 t3a7:38-04'W' NOTE:PHASE 2 RELIES ON DESIGN AND INFRASTRUCTURE BY OTHERS Electronic Approval:This approval is being issued electronically.This approval is said only upon the signature of a Cry or
o Raleigh Review Officer below.The City will retain a copy of the approved plans.Any work authorized by this approval must
FOR PUBLIC WATER.PHASE 2IS NOT TO BE PLATTED UNTIL THE WATER DRAWINGS FOR:
V I C I Ni I TY MAP modification
in accordance approval
with the plans kept on ia with the City.This electronic approval may not be edged once issued.any
BY OTHERS IS INSTALLED,INSPECTED AND ACCEPTED BY RALEIGH. maadmmmn to this aDpro el once issued will invalidate this approval. WALLBROOK
Timothy Beast °=- W',""
N.T.S. City of Raleigh Development Approval ROLESVILLE,NORTH CAROLINA
J City of Raleigh Review Officer PROJECT NUMBER:CPR-19100
5' FINAL DRAWING-RELEASED FOR CONSTRUCTION

GENERAL NOTES: RETAINING WALL NOTES REQUIRED 1 1
il
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE 1. THE RETAINING WALL ALIGNMENT SHOWN ON THESE PLANS DEPICTS THE LOCATION OF
SETBACKS TOWNHOME PARKING
CONTRACTOR PRIOR TO CONSTRUCTION.CONTRACTOR SHALL NOTIFY THE OWNER IF ANY THE FRONT FACE OF THE RETAINING WALL AT THE TOP OF THE WALL THE CONTRACTOR TOTAL UNITS 140
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN IS RESPONSIBLE FOR ENSURING RETAINING WALLS ARE NOT LOCATED IN ANY STREAM TOTAL 3 BEDROOM UNITS 124
OR GRADE CHANGES.NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR BUFFERS,AND THEIR CONSTRUCTION DOES NOT ENCROACH INTO ANY ADJACENT R3 PUD (2 SPACES/TH+0.5 SPACES
ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PROPERTIES DUE TO ANY BATTER INCORPORATED IN THE DESIGN OF THE WALLS.
IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. FRONT(FRONT LOAD) 20 FT PER BEDROOM OVER 2)= (124 x 2)+(124 x 0.5)=310
2. RETAINING WALLS ARE TO BE DESIGN-BUILD PROJECTS BY THE CONTRACTOR.IT SHALL BE TOTAL 4 BEDROOM UNITS 16 MCADAMS
2. THERE MAY BE WETLANDS WITHIN THIS SITE.IT IS THE OWNER'S RESPONSIBILITY FOR THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN FINAL CONSTRUCTION DRAWINGS FROM FRONT(ALLEY LOAD) 10 FT (2 SPACES/TH+D.S SPACES
WETLANDS JURISDICTION AND PERMIT DISTURBANCE PRIOR TO ANY GRADING ACTIVITY. A REGISTERED ENGINEER AND GAIN ALL REQUIRED PERMITS NECESSARY FOR THE SIDE 5FT PER BEDROOM OVER 2)= (16x2)+(16x0.5)+(16x0.5)=48
CORNER SIDE 10 FT
CONSTRUCTION OF THE RETAINING WALLS. AGGREGATE SIDE 10 FT VISITOR PARKING 140 UNITS/4=35 SPACES The John R.McAdams Company,Inc.
3. MATERIAL OR PROCESSED
FILL,
TO CONTRALTO WITH OFF-SITE BORROW
EO MAIL KIOSK PARKING 6(SEE MAIL KIOSK 621 Hillsborough Street
SITE PLAN NOTES MATECIONFIRFROM T E GEOTECHNI AL ENENGINEER
INE CAN RANDT E ETONING W LL REAR(ALLEYL AD) 15 FT CALCULATION TABLE) Suite 500
WITH CONFIRMATION TAT EAFYOVTHEGEON-SITE GEOTECHNICAL EE USED THE RETAINING WALL MIN LOTWIDTHFT 26 FT(FRONT)20 (ALLEY) TOTAL REQUIRED PARKING 3995PACES 8
AND SPECIFICATIONS AS APPLICABLE. phone [phone]
4. THE TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON THESE PLANS IDENTIFY PROVIDED PARKING:
2. ALL DIMENSIONS SHOWN ON SITE PLAN ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED. FINISHED GRADE ELEVATIONS ONLY.THE EXTENT THAT THE RETAINING WALL WILL BE GARAGE PARKING 140x2=280 fax [phone]
EMENDED BELOW GRADE TO THE FOOTING OR ABOVE GRADE TO THE TOP OF THE CAP DRIVEWAY PARKING 140X1=140 license number:C-0293,C-187
3. PIPING PRIOR TO CONCEALMENT.DRAWINGS SHALL BE GIVEN PTO THE ENGINEERUPON COMPLETION OF DRAWINGS.CONTRACTOR SHALL MAINTAIN AN"AS-BUILT"SET OF D THE EXACT LOCATION OF ALL COURSE SHALL BE IDENTIFIED ON THE RETAINING WALL CONSTRUCTION SITE AND OPEN SPACE AREAS STREET PARKING 0
THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE OWNER. TOTAL SITE AREA 23.38 AC MAIL KIOSK PARKING 13 WWw.mcadamsco.com
5. ALL RETAINING WALLS OVER 30"HIGH SHALL HAVE A SAFETY FENCE(DESIGN BY OTHERS). RETAIL O.00 AC PARKING LOT SPACES 46(12 AMENITY,34 GUEST)
4. EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/RESTORED TO THEIR TOTAL PARKING PROVIDED 479 SPACES
ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER,BY THE CONTRACTOR RESPONSIBLE FOR 6. ANY TIEBACK SYSTEMS FOR THE RETAINING WALLS SHALL NOT BE ALLOWED WITHIN RESIDENTIAL 23.38 AC
THE DAMAGE. PUBLIC RIGHT-OF-WAY. R3 PUD 140 PROPOSED TOWNHOMES
TOTAL UNITS 140 WALLBROOK LAN DCO,LLC
5. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET,TRANSITION,FITTING, OVERALL DENSITY 5.99 DU/AC 3 KEEL STREET,SUITE 2
ETC.THAT MAY BE REQUIRED.THE CONTRACTOR SHALL INSTALL SUCH STANDARD APPURTENANCES AS
REQUIRED TO CLOSELY FOLLOW THE GRADES AND ALIGNMENTS DEPICTED ON THE PLANS. TOWNHOME AREA 23.38 AC WRIGHTSVILLE BEACH,NORTH CAROLINA
6. CONTRACTOR SHALL NOTIFY"NC811"(811)OR(1-800-632-4949)AT LEAST 3 FULL BUSINESS DAYS PRIOR TO TOWNHOME DENSITY 5.99 DU/AC MAIL KIOSK CALCULATIONS 28480-1709
BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.CONTRACTOR SHALL CITY OF RALEIGH PUBLIC UTILITIES ALLOWED DENSITY 10 DU/AC(TOWNHOME)
CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811". STANDARD UTILITY NOTES(AS APPLICABLE) TOTAL IMPERVIOUS 562,7275E(12.09 AC) NUMBER OF MAIL BOXES(UNITS) REQUIRED PARKING SPACES
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. 15%OF TOTAL SITE AREA REQUIRED 52 OR LESS 2
1. ALL MATERIALS&CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, 53-78 3
7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE DETAILS&SPECIFICATIONS(REFERENCE:CORPUD HANDBOOK,CURRENT EDITION) OPEN SPACE 3.50 AC REQUIRED 79-104 4
UTILITY COMPANIES FOR ANY REQUIRED RELOCATIONS(I.E.POWER POLES,TELEPHONE PEDESTALS,WATER 8.89 AC PROVIDED
METERS,ETC.). 2. UTILITY SEPARATION REQUIREMENTS: 105 OR MORE 4 PLUS 1 PER EACH
TOWNHOMES ADDITIONAL 26 MAILBOXES
8. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR a.A DISTANCE OF 100'SHALL BE MAINTAINED BETWEEN SANITARY SEWER&ANY PRIVATE OR PUBLIC WATER SUPPLY 15%TH AREA(23.38 23.38 AC) 3.50 ACRES REQUIRED
PRIOR TO CONSTRUCTION.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER.IF ADEQUATE LATERAL SEPARATION MAIL KIOSK AREA
TO PROCEEDING WITH CONSTRUCTION,FOR NECESSARY PLAN OR GRADE CHANGES.NO EXTRA CANNOT BE ACHIEVED,FERROUS SANITARY SEWER PIPE SHALL BE SPECIFIED&INSTALLED TO WATERLINE SPECIFICATIONS. 35%ACTIVE OS AREA(3.50 AC) 1.23 ACRES REQUIRED MAIL KIOSK CALCULATION:
COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES HOWEVER,THE MINIMUM SEPARATION SHALL NOT BE LESS THAN 25'FROM A PRIVATE WELL OR 50'FROM A PUBLIC WELL
SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. TOTAL OPEN SPACE REQUIRED: 3.50 AC 140 UNITS @ 16 UNITS/KIOSK(CBU)=9 KIOSKS(CBUs)
b.WHEN INSTALLING WATER&/OR SEWER MAINS,THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'.IF THIS
9. ACCESSIBLE RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT DETAILS. SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS,THE VARIATION ALLOWED IS THE WATER MAIN TOTAL OPEN SPACE PROVIDED: 1.80 AC IMPROVED OPEN SPACE MAIL KIOSK PARKING: 140 UNITS
IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18"ABOVE THE TOP OF THE SEWER& REQUIRED:6 SPACES
10. ALL SIDEWALKS THAT CONNECT TO THE PUBLIC RIGHT-OF-WAY MUST BE ACCESSIBLE TO PERSONS WHO MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR.ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO 7.09 AC UNIMPROVED OPEN SPACE 135PACE5
ARE BLIND,HAVE LOW VISION AND PEOPLE WITH MOBILITY DISABILITIES.PEDESTRIAN EXISTING ROUTES OUTSIDE DIAMETER. 8.89 AC TOTAL OPEN SPACE PROVIDED PROVIDED: (2ACCESSIBLE)
AND ALTERNATE PEDESTRIAN ROUTES DURING CONSTRUCTION WILL BE REQUIRED TO BE COMPLIANT WITH
THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES(PROWAG),2010 ADA STANDARDS FOR ACCESSIBLE t.WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION,OR ANYTIME A SANITARY SEWER PASSES OVER A
DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD). WATERMAIN,DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10'ON EACH SIDE OF CROSSING MUST BE SPECIFIED& N
INSTALLED TO WATERLINE SPECIFICATIONS.
11. TYPICAL PAVEMENT SECTION DETAILS ARE SHOWN WITHIN THIS SET AND INTENDED TO BE A MINIMUM
PAVEMENT SECTION REQUIREMENT.THE CURRENT GEOTECHNICAL REPORT SHALL OVER-RIDE ALL TYPICAL d.5.0'MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER&STORM SEWER FACILITIES,UNLESS
PAVEMENT SECTIONS SHOWN,IF THE GEOTECHNICAL ENGINEER DEEMS A HEAVIER SECTION IS REQUIRED. DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER. Z
12. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED APPROVAL HAS BEEN e.MAINTAIN 18"MIN.VERTICAL SEPARATION AT ALL WATERMAIN&RCP STORM DRAIN CROSSINGS;MAINTAIN I8"MIN. Q
OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION.THE CONTRACTOR VERTICAL SEPARATION AT ALL SANITARY SEWER&RCP STORM DRAIN CROSSINGS.WHERE ADEQUATE SEPARATIONS CANNOT
SHALL WAIVE ANY CLAIM FOR ADDITIONAL COST RELATED TO SUBSTITUTION OF ALTERNATE EQUIPMENT. BE4ACHIEVED,SPECIFY DIP MATERIALS&A CONCRETE CRADLE HAVING 6"MIN.CLEARANCE(PER CORPUD DETAILS W-41&
13. ALL SIGNAGE ASSOCIATED WITH THE PUBLIC STREET SYSTEM SHALL ADHERE TO MUTCD STANDARDS AND I I I 1 O
SPECIFICATIONS. 5'SIDE SETBACK I I I I
f.ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER&SEWER FACILITIES WITH 18"MIN.VERTICAL SEPARATION (10'CORNER LOT) 20'REAR Q
REQUIRED. �r 0 Q U
NOTES: 3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW&APPROVAL OF AN AMENDED PLAN&/OR PROFILE BY THE CITY OF 1 5'SIDE SETBACK I-
1. ROADS LABELED AS PUBLIC WILL BE DEDICATED AS PUBLIC ROW TO BE RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION. (10'CORNER LOT)
CC
MAINTANED BY THE TOWN OF ROLESVILLE. 4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER&SEWER SERVICE TO EXISTING RESIDENCES&BUSINESSES O Z
THROUGHOUT CONSTRUCTION OF PROJECT.ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR 2].3' 26' 26' 2].3'
2. ROADS LABELED AS PRIVATE WILL BE DEDICATED AS PRIVATE AND BE ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT. I LJJ
MAINTAINED BY THE HOA.
5. 3.0'MINIMUM COVER IS REQUIRED ON ALL WATER MAINS&SEWER FORCEMAINS.4.0'MINIMUM COVER IS REQUIRED
3. GREENWAY EASEMENTS LABELED AS PUBLIC WILL BE DEDICATED AS ON ALL REUSE MAINS. C� ;
PUBLIC AND BE MAINTAINED BY THE TOWN OF ROLESVILLE. 1 /`/
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER&SEWER SERVICES NOT BEING USED IN cc W
4. SANITARY SEWER EASEMENTS WILL BE DEDICATED AS PUBLIC REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT.THIS 1
EASEMENTS TO THE CITY OF RALEIGH. INCLUDES ABANDONING TAP AT MAIN&REMOVAL OF SERVICE FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE. '^ O
7. INSTALL 3/4"COPPER WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2'WATERLINE EASEMENT 16' 16' I 16' 16' I Z
IMMEDIATELY ADJACENT.NOTE:IT IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICE FOR EACH 20'FRONT I I A 6 I 5'CONCRETE O
CONNECTION TO PROVIDE ADEQUATE FLOW&PRESSURE. SETBACK \ SIDEWALK
STORM DRAINAGE NOTES 8. INSTALL4"PVC SEWER SERVICES @ 1.0%MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE& --- L-)
--- --- ----
1. ALL STORM DRAINAGE PIPES SHOWN SHALL BE REINFORCED CONCRETE(RCP)(MINIMUM CLASS III)UNLESS NOTED SPACED EVERY 75 LINEAR FEET MAXIMUM. 20'MIN-
CCONDITIONES.CCONTRAC OR TO ONTRACTOR TO SEELLECT REQUIRED CLASS OF PRDINATE WITH THE IPE BASED ON EPTHCH TO VERIFY TYPE OOF P PEF IAND BEDDING PROVIDED PEENG REQUIRED BASED ON IR L THE / v / v
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI;BACKWATER VALVES ARE REQUIRED ON
AMERICAN CONCRETE PIPE ASSOCIATION GUIDELINES. ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0'ABOVE THE NEXT UPSTREAM MANHOLE. ST ST
10.ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ,USACE 8/OR FEMA FOR -ms 5'MAX - STREET 5'MA
2. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF ROLESVILLE STANDARDS. ANY RIPARIAN BUFFER,WETLAND&/OR FLOODPLAIN IMPACTS(RESPECTIVELY)PRIOR TO CONSTRUCTION. (PUBLIC)
30"VALLEY TYPE
3. ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE STRENGTH. VS VS GUTTER(TYP.)
11.NCDOT/RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK(INCLUDING MAIN EXTENSIONS
4 ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL. &SERVICE TAPS)WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION.
5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER,WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE 12.GREASE INTERCEPTOR/OIL WATER SEPARATOR SIZING CALCULATIONS&INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY --- --- --- --- -___ ,`1,"",,,,,,�i
B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE NOTED. THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT.CONTACT TIM BEASLEY AT ,t,,,N CARO4/p
[phone] OR [e-mail] FOR MORE INFORMATION. .�,0� ES$/ �',��.
6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN ACCEPTABLE •`��?`OF� Oti 9 ��
STANDARD,USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS. 13.CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS TYPICAL TOWNHOME LAYOUT QI"
LISTED IN APPENDIX-B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA.THESE GUIDELINES ARE THE E j SEAL I" e
7. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE,FREE FROM ROOTS,VEGETATION MATTER,WASTE CONSTRUCTION MATERIAL OR MINIMUM REQUIREMENTS.THE DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING(ASSE)STANDARDS (FRONT LOADED UNITS) 22630
OTHER OBJECTIONABLE MATERIAL.SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND SHALL OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST.THE DEVICES SHALL BE INSTALLED AND TESTED SCALE: 1"= 30'
HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING. (BOTH INITIAL AND PERIODIC TESTING THEREAFTER)IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS OR ,S.. �N0`.i.NEED i�``
THE LOCAL CROSS-CONNECTION CONTROL PROGRAM,WHICHEVER IS MORE STRINGENT.CONTACT JOANIE HARTLEY AT ��:�/,9 �P,•$
'' 8. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE OR GEOTECH AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE [phone] OR [e-mail] FOR MORE INFORMATION. ',•4 T O -,
IREMOVED AND REPLACED WITH SUITABLE MATERIAL. "" Digitally signed by
9. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID.THE FILL AROUND THE PIPE SHALL BE - --- --- --- --- --- W J 7 William T O'Daniel
O THOROUGHLY COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST.THE TOP Date:2023.05.23
o EIGHT(8)INCHES SHALL BE COMPACTED TO 100 PERCENT STANDARD PROCTOR.
i 14:36:47-04'00'
gl 10.UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED. 30"STANDARD CURB
&GUTTER(TMP_) STREET A 5
11.ALL CONCRETE PIPE AND PRECAST STORM STRUCTURES SHALL MEET NCDOT STANDARDS BY MANUFACTURER. - - - -
(PUBLIC) 5'coNCRETE
12.CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL PIPE AND STRUCTURES FOR CRACKS OR BREAKS,PRIOR TO INSTALLATION. , i SIDEWALK
% ANY DAMAGED ITEMS SHALL NOT BE INSTALLED.
5
I _ _ _ _
GRADING NOTES - - REVISIONS
r 10'FRONT rII
8 1. AR DIT CONSTRUCTION.
C CONTRACTORSHA SON THAL PLANSOTI THELNEFIELD VERIIFA IED YDSCTHECONTRACTORIn-PRIOR
TO PROCEEDING L FOR NECFY SSARY PLANE R GRADE CHANGES.
EXIST 5'SIDE SETBACKS 5'SIDE SETBACK N0. DART
N PRIOR TO PROCEEDING WITH CONSTRUCTION,FOR NECESSARY PLAN OR GRADE CHANGES.NO EXTRA (10'CORNER LOT) \ (10'CORNER LOT)
COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR `�
O° GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
.§ 22.1' 21' 21' 21' 22.1'
3 2. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION(OSHA)STANDARDS FOR EXCAVATIONS;FINAL I I
RULE 29CFR PART 1926,SUBPART"P"APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE(5)FEET IN DEPTH.
EXCAVATION EXCEEDING TWENTY(20)FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH SAFETY
SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER,PROVIDED BY CONTRACTOR RESPONSIBLE FOR
E. EXCAVATION. 1
A 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF ROLESVILLE AND/OR NCDOT PLAN INFORMATION
STANDARDS AND SPECIFICATIONS AS APPLICABLE. �� - �c
= 4. CONTRACTOR SHALL NOTIFY"NC811"(811)OR(1-800-632-4949)AT LEAST 3 FULL BUSINESS DAYS PRIOR 25 25 JJI/ SETBACK PROJECTR NO. CPR-19100
TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.CONTRACTORL ib' 16' 16' 16' 16' FILENAME CPR19100-CD-N1
SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF -
L. "NC811".REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. CHECKED BY WTO
S. CONSTRUCTION,MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE - - -ALLEY - -
DRAWN BY 1MS
RESPONSIBILITY OF THE GENERAL CONTRACTOR.TIMING OF REMOVAL SHALL BE COORDINATED WITH - - - n
THE EROSION CONTROL INSPECTOR. (PRIVATE) SCALE ---
6. EXISTING UTILITIES AND STRUCTURES SHOWN,BOTH UNDERGROUND AND ABOVE GROUND,ARE BASED DATE 05.22.2023
ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS.THE CONTRACTOR SHALL VERIFY -ACCESS
FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION.ANY DISCREPANCIES SHALL BE EASEMENT SHEET
REPORTED TO THE ENGINEER IMMEDIATELY.
a TYPICAL TOWNHOME LAYOUTfl PROJECT NOTES
7. SOIL UNDER BUILDINGS,PAVED AREAS AND WITHIN SLOPES GREATER THAN 3:1(H:V)SHALL BE
APPROVED,PLACED AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. (ALLEY LOADED UNITS)
SCALE: 1"=30'
g CO•00Q
x FINAL DRAWING-RELEASED FOR CONSTRUCTION

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1 \ \O BRANCH OF V�o - / -7 �� • = FOUND MONUMENT AS NOTED
/\ \ / WALL CREEK -'' / q `;o O 0-tm11 1 O = SET IRON PIN
E CARLTON GROUP OF NORTH CAROLINA, LLC
= ELECTRIC LINE
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A q „' G-t \ = SANITARY SEWER FORCE MAIN
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/ ( ) = FIBER OPTIC LINE
V `-'\ \ Ooy,9Z \ `,1� 1 / / q 1 1 �� \/ R = PROPERTY LINE -,- = GAS LINE
sF \ �.�\ �0 / q/ 1 1 A� _ // R/W = RIGHT Of WAY -"«- = OVERHEAD ELECTRIC LINE
/ \7 c ' 0, \-\ �,p J' / _F_ O 1 G '' C&G = CURB AND GUTTER O,"O = SANITARY SEWER LINE
/ \ s F ` \ ' r1''4-'P'' / \ '" 0 \ 1 , ern I�/� •° = CABLE N PEDESTAL = TELEPHONE LINE
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` PTIC
/ / \ 1 / s`-, POG�'q,4 "� - • 1 L� GREE T UBEIC R�) I Ln EM = ELECTRIC METER
\/ / \\CURRENT ZONING: R&PUD� 1 \I \• 20J-�ogp2��y0 ,- 1 iri
�S ,-/ �50 ; ,§ FHO = FIRE HYDRANT %�I .IONNSON,MIRMIRIW&iHOMPSON
\ / A A� / -\ �� �'�'�' R, 1 ��6 P 5 2---.,___3--
�� P51 GV = GAS VALVE EOy°IRaAB!'I�CCI'FUQIIC®
`� / / I ! G �i $'L -� = HAND BOX 9201 Arhaetum Parkway Suite 310 PochmongYirginia 23236
LINE BEARING DISTANCE \ / / • � ._._/ / �p�SF, QG \ I I LP = LIGHT POLE
Li N 02'0715" W 48.32' \ / Q,P 0, \ 1 PHONE: [phone] FAX: [phone]
.oQ O I -' PP = POWER POLE
L2 N 03'10'03" W 17.67' / \ OI ` q� / / ti0 / \ I I = GUY WIRE EMAIL. jmtvoOjm t-engineering.com
L3 N 41'10'16" E 41.30' / / \ ,0 0 -- RCP = REINFORCED CONCRETE PIPE REVISION # DATE REASON FOR REVISION
L4 N 40'37'47" E 49.15' / \ \ /
L5 N 39'31'43" E 50.83' O / \ / / \ V / S.F. = SQUARE FEET (AREA)
L6 N 38'52'S8" E 49.80' / i ' / \ \ O / ___ 1 2/17/2022 REVISED PER CITY COMMENTS
L6 N 38'52'58" E 49.80' c. \'I / I = SIGN
\\� = TRAFFIC SIGNAL POLE
L8 N 37'17'31" E 50.37' \ \ \ O'.9 10 CURVE TABLE = SANITARY SEWER MANHOLE
L9 S 75'02'10" E 50.12' G� r'' / CURVE ARC LENGTH, RADIUS DELTA ANGLE CHORD BARING CHORD I FNGTH.
L10 S 7T31'31" E 22.85' A��STA/q fA�`-� 'p / ' C1 1197.82' 3750.00' 18'18'05" S 45'4225 W 1192.73 IJ = SANITARY SEWER FORCE MAIN VALVE 14.."
i,• EXISTING CONDITIONS
O G F. OS O OC2 35.15' 3750.00' O'32'13" S 36'49'29" W 35.15' t = STORM DRAIN MANHOLE //gyL11 S 77'31'31" E 29.16' c o%,;�` c F TO / ' C3 '. = TELEPHONE PEDESTAL e� ••FE 9�i WATT DDOOVL12 S 84'03'28" E 50.67' \\ 1 FO FO BOGN;�,p� / C4 624.78' 3750.00' 9'32 45" S 50'OS'04° W 624.06' "■'` = TRAFFIC BOX ' ' : rlLiLiLLLL 11
L13 S 8T10'20" E 135.52' 1 V__-' \ '`,60 20 9A / _ �� C5 65.86' 123.92' 30'2TOs" S 1T21'49" E 65.09' •a SEAL l
L14 S 46'39'44" E 7.50' ,,,_ J,9• "" '' = WATER BOX ° L-5205
L14 S 46'39'44" E 12.50' _ J O`l� �, - �- C6 543.86' 3780.00' 8'14'37" S 41'14'38" W 543.40' (wHli WM = WATER METER 7 tl cr: : WAKE FOREST TOWNSHIP
1 FyF / / C7 276.12' 600.00' 2622'04" N 60'23'S3" W 273.69' ;6:, WMH= WATER MANHOLE _ 9 O _
L16 N 55'13'38" E 70.99' \ / CB 440.32' 3720.00' s•as'ss" s 3s•ss'so" w aao.o7' ; • '�� <,'',: : TOWN OF ROLESVILLE, WAKE COUNTY, NORTH CAROLINA
L17 N 39'21'58" E 83.92' 1 / ''I WV = WATER VALVE ��i/•.• $URv;O��
11 - \ // / C10 C9 675.88'0,31' 3700.00' 110520" S 54'18'48" W 70.31' '• : = WELL 74.95' •'O;-Af-•\II DRAWN
HECKEDBY:
BY:SZWTR CONTRACT#: JMT#: 17-10946-001
PEDESTRIAN X-WALK POLE 4i'fh"0�
ZI17'22. DATE: 03/25/2020 SCALE: 1"=100' SHEET 1 OF 1

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