20201252 Ver 1_Pre-Filing Meeting Request_20200922

ID#* 20201252
Version* 1
Regional Office* Central Office - [phone]
Reviewer List* Rick Trone
Pre -Filing Meeting Request submitted 9/22/2020
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
S&EC, PA - Deborah Shirley
[e-mail]
McKenzie Meadows
Carolina Land Group, LLC
Wake
Street Address
Address Line 2
city
Fbstal / Zip Code
Is this a transportation project? * r Yes r No
State / Frovince / Region
Country
Type(s) of approval sought from the DWR:
* 401 Water Quality Certification - r- 401 Water Quality Certification -
Regular Express
* Individual Permit F Modification
F- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Stephanie Goss
Please give a brief project description below.
The project proposes the construction of a mixed single-family and multi-
family residential development. The project is located at 815 Old Zebulon
Road in Wendell, NC. Impacts requested include wetland areas.
Please give a couple of dates you are available for a meeting.
9/23/2020

9/24/2020
9/25/2020
9/28/2020
9/29/2020
Please attach the documentation you would like to have the meeting about.
2020-08-10 Master Plan Rev.pdf 14.41 MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
1 also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 9/22/2020
Reviewer Meeting Request Decision
Is a meeting Required?* r Yes r No

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OWNERS:
AUBREY BAYNES, SIDNEY BAYNES, & ANN KNOTT
P.O. BOX 968
WENDELL, NC 27591
PHONE: [phone]
OLD HERITAGE BUILDERS & REALTY INC.
P.O. BOX 40
ZEBULON, NC 27597
CONTACT: CHUCK CORBETT
PHONE: [phone]
PLANNING AND ENGINEERING CONSULTANT:
THE SPAULDING GROUP, PA
1611 JONES FRANKLIN ROAD, SUITE 101
RALEIGH, NORTH CAROLINA27606
PHONE: [phone]
FAX: [phone]
CONTACT: THOMAS J. SPAULDING, P.E. email: [e-mail]
LANDSCAPE ARCHITECT:
TMTLA ASSOCIATES
5011 SOUTHPARK DRIVE, SUITE 200
DURHAM, NC 27713
PHONE: [phone]
FAX: [phone]
CONTACT: TONY M. TATE, RLA, email: [e-mail]
SURVEYOR:
ROBINSON & PLANTE
970 TRINITY ROAD
RALEIGH, NORTH CAROLINA27607
PHONE: [phone]
CONTACT: KEVIN WHEELER, email: [e-mail]
ENVIRONMENTAL:
PHASE 1 ESA: SPANGLER ENVIRONMENTAL INC.
4338 BLAND ROAD
RALEIGH, NC 27609
PHONE: [phone]
WETLANDS: S&EC
8412 FALLS OF NEUSE ROAD, SUITE 104
RALEIGH, NC 27615
PHONE: [phone]
DEVELOPER:
CAROLINA LAND GROUP. LLC
341 KILMAYNE DRIVE SUITE 201
CARY, NC 27511
PHONE: [phone],
CONTACT: KIRBY LAFORCE, email: [e-mail]
SITE
DATA
PROJECT ADDRESS: 815 OLD ZEBULON ROAD
TOWNSHIP: WENDELL
COUNTY: WAKE
STATE: NORTH CAROLINA
PARCELACREAGE: 35.204AC PIN:1794-15-7657
REID: 0336980 DB: 011582 PG:
00060 ZONING:RA
17.301 AC 1794-05-6758
0030026 006319
00591 R-3
16.461 AC 1794-25-6786
0336979 011582
00060 RA
0.201 AC 1794-16-1410
0206484 006319
00591 R-3
0.195 AC 1794-06-6233
0206483 006319
00591 R-3
0.208 AC 1794-05-2762
0206482 006319
00591 R-3
TOTAL PARCEL AREA: 69.57 AC (68.89 AC AFTER RIGHT
OF WAY DEDICATION)
PROPOSED ZONING: R7-CD
TOWNHOME LOTS = 146
40' SINGLE FAMILY LOTS = 107
50' SINGLE FAMILY LOTS = 67
TOTAL NUMBER OF LOTS: 320
MINIMUM SETBACKS SF 50' SF 40' TOWNHOME
FRONT SETBACK 20' 20' 20'
REAR SETBACK 20' 20' 10,
SIDE SETBACK 3' 3'
5'
OPEN SPACE REQUIREMENTS
174 SINGLE FAMILY UNITS x 1,750 SQ. FT.
= 6.99 AC.
146 TOWNHOME UNITS x 1,000 SQ. FT.
= 3.35 AC.
TOTAL REQUIRED OPEN SPACE
= 10.34 AC. (19.87 AC. PROVIDED)
25% REQUIRED FOR IMPROVED PARK SPACE:
= 2.59 AC. (2.86 AC. PROVIDED)
FULLY ACTIVE OPEN SPACE:
= 1.60 AC.
IMPROVED PARK SPACE:
= 1.26 AC.
PASSIVE OPEN SPACE
= 15.33 AC.
PROJECTED IMPERVIOUS AREAS
ROADS: 6.89 AC.
SIDEWALK: 2.34 AC.
AMENITY BUILDING: 0.05 AC.
TOWN HOME LOTS: 5.36 AC.
40' SINGLE FAMILY LOTS: 7.05 AC.
50' SINGLE FAMILY LOTS: 5.91 AC.
TOTAL IMPERVIOUS AREA: 27.60 AC.
IMPERVIOUS SURFACE PERCENTAGE: 39.67%
GENERALNOTES
1. BOUNDARY INFORMATION AND ALL JURISDICTIONAL STREAMS AND WETLANDS TO BE
DELINEATED AND LOCATED BY ROBINSON & PLANTE, PLLC.
2. FIELD TOPOGRAPHIC INFORMATION TAKEN FROM WAKE COUNTY GIs.
3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL
BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY
LOCATOR SERVICE AT LEAST 48 HOURS PRIOR TO DIGGING.
4. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF WENDELL STANDARDS AND
SPECIFICATIONS.
5. ALL UTILITIES SHALL BE LOCATED UNDERGROUND AND SHALL CONFORM TO THE
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
6. WHEELCHAIR RAMPS AND DEPRESSED CURBS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH NC BUILDING CODE, VOLUME C, ACCESSIBILITY.
7. SIGN PERMITS SHALL BE REQUIRED FOR ANY SIGNAGE IN THE TOWN OF WENDELL.
PERMITS WILL BE REQUIRED PRIOR TO FABRICATION OR INSTALLATION OF SIGNS.
SIGN PERMITTING IS A SEPARATE SUBMITTAL, REVIEW AND APPROVAL PROCESS.
8. AN EROSION CONTROL PERMIT IS REQUIRED FROM WAKE COUNTY ENVIRONMENTAL
SERVICES PRIOR TO ANY GRADING ON THIS SITE. GRADING CONTRACTOR SHALL
CONTACT WAKE COUNTY FOR FINAL VERIFICATION OF ON -SITE EROSION CONTROL
MEASURES PRIOR TO CONSTRUCTION.
9. NO REVISIONS MAY BE MADE WITHOUT PERMISSION FROM THE PERMIT ISSUING
AUTHORITY.
10. ALL LANDSCAPING SHOULD BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH
THE TOWN OF WENDELL'S STANDARDS.
11. DO NOT SCALE DRAWINGS. DIGITAL INFORMATION SHALL BE PROVIDED FOR
CONSTRUCTION.
12. ALL DIMENSIONS ARE REFERENCED FROM BACK OF CURB TO BACK OF CURB.
13. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE IN
ALL LOCATIONS.
14. BUILDINGS SHALL BE FIELD STAKED BY A PROFESSIONAL SURVEYOR PRIOR TO
CONSTRUCTION.
15. ALL PARKING AREAS SHALL BE SURFACED WITH 6" CABC AND 2 17' ASPHALT. DRIVE
AISLES SHALL BE SURFACES WITH 8" CABC AND 2 2' ASPHALT.
16. PROVIDE ELECTRICAL SERVICE TO ALL SIGN LOCATIONS.
17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECORDATION OF
ANY PROPOSED EASEMENTS REQUIRED BY THIS PLAN PRIOR TO THE CERTIFICATE
OF OCCUPANCY.
18. THE MUNICIPAL ADDRESS SHALL BE DISPLAYED ON ALL BUILDINGS AT LEAST 12"
TALL, READILY VISIBLE FROM THE STREET AND IN A COLOR CONTRASTING THE
BACKGROUND.
19. ALL GRADES SHOWN ARE FINISHED TOP OF MULCH. NEVER FILL MULCH ABOVE
FINISH FLOOR ELEVATIONS.
20. LOT RECORDATION NEEDS TO OCCUR PRIOR TO OBTAINING A BUILDING PERMIT FOR
THIS SITE.
21. THE OWNER/BUILDING MUST SUPPLY THE TOWN WITH A FINAL LETTER OF
CERTIFICATION FROM THE LIGHTING ENGINEER, LIGHTING MANUFACTURER, OR
AUTHORIZED LIGHTING CONTRACTOR VERIFYING THAT ALL SITE LIGHTING IS
INSTALLED ACCORDING TO TOWN STANDARDS, THE APPROVED PLANS AND ANY
APPLICABLE CONDITIONS.
SEWER FLOW
320 UNITS @ 250 GPD/UNIT = 80,000 GPD
MCKEN711E MEADOWS
MASTER PLAN
TOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINA
TOW PROJECT #-. TBD
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1) UDO SECTION 2.3 A. - MULTIFAMILY DWELLINGS (LIMITED TO TOWNHOMES ONLY) SHALL BE A
PERMITTED USE IN R7-CD AND SHALL NOT EXCEED 45% OF THE TOTAL NUMBER OF UNITS - UDO
2.7 B.
1. SUCH MULTIFAMILY DWELLINGS MAY BE FRONT -LOADED - UDO 5.10 B.
2) UDO SECTION 9.7. E. 4. - MAXIMUM BLOCK LENGTH SHALL EXCEED 800' ON STREET 'C'
AS NECESSARY TO PRESERVE ENVIRONMENTAL FEATURES.
3) IN ORDER TO PROMOTE VARIATION IN HOME APPEARANCE, NO SINGLE-FAMILY HOME CAN BE
CONSTRUCTED WITH AN EXTERIOR ELEVATION (FRONT FACADE) OR COLOR PALETTE THAT IS
IDENTICAL TO THE HOME ON EITHER SIDE OR DIRECTLY ACROSS THE STREET FROM IT, TO
PROVIDE AN ANTI -MONOTONY DEVELOPMENT.
4) GARAGE DOORS SHALL EITHER CONTAIN WINDOWS OR CARRIAGE STYLE ADORNMENTS.
5) THE USE OF VINYL -SIDING SHALL BE PROHIBITED, EXCEPT FOR TRIM ELEMENTS OF THE
DWELLING UNIT FACADE.
6) UDO SECTION 2.7 B. 1. - THE MINIMUM LOT SIZE FOR SINGLE-FAMILY SHALL BE 4,600 SQ. FT.
7) UDO SECTION 5 - FRONT -LOADED SINGLE-FAMILY LOTS SHALL HAVE A MINIMUM ALLOWED LOT
WIDTH OF 40 FEET.
8) ADJACENT TO ALL EXISTING SINGLE-FAMILY LOTS, A SIX-FOOT TALL WOODEN PRIVACY FENCE
SHALL BE INSTALLED, AT THE DEVELOPER'S EXPENSE. THIS FENCE WILL BE MAINTAINED IN
PERPETUITY BY THE HOMEOWNERS' ASSOCIATION.
9) A TYPE 'B' LANDSCAPE BUFFER SHALL BE INSTALLED ALONG THE EASTERN PROPERTY LINE,
MORE SPECIFICALLY ADJACENT TO THE FOLLOWING WAKE COUNTY PIN(S): 1794352900;
1794350547; AND 1794350314. THIS BUFFER AREA SHALL BE OWNED AND MAINTAINED BY THE
HOMEOWNERS' ASSOCIATION IN PERPETUITY AND SHALL BE THIRTY FEET IN WIDTH.
10) A TYPE 'B' LANDSCAPE BUFFER SHALL BE INSTALLED ADJACENT TO ALL EXISTING SINGLE
FAMILY RESIDENCES THAT FACE OLD ZEBULON ROAD. THIS BUFFER AREA SHALL BE OWNED
AND MAINTAINED BY THE HOMEOWNERS' ASSOCIATION IN PERPETUITY AND SHALL BE
TWENTY FEET IN WIDTH.
11) UDO SECTION 9.7. E. 4. - MAXIMUM CUL-DE-SAC LENGTH SHALL EXCEED 300' ON STREET B. AS
NECESSARY TO PRESERVE ENVIRONMENTAL AND TOPOGRAPHIC FEATURES.
12) MCKENZIE RIDGE WILL HAVE A HOME OWNERS ASSOCIATION. THE HOA WILL BE RESPONSIBLE
FOR THE TOWNHOME'S ROOFS, YARD MAINTENANCE, AND PEST CONTROL.
13) THE TOWN REQUIRES, PURSUANT TO N.C.G.S. § 160A-372, THE DEDICATION AND CONSTRUCTION
OF STREETS AND RIGHTS OF WAY, AS SHOWN IN THE APPROVED WENDELL TRANSPORTATION
PLAN AND WENDELL PEDESTRIAN PLAN, TO CREATE CONDITIONS ESSENTIAL TO PUBLIC HEALTH,
SAFETY, AND THE GENERAL WELFARE. THE DEVELOPER RECOGNIZES THIS AND WOULD LIKE TO
VOLUNTARILY OFFER A ONE-TIME CONTRIBUTION OF $100,000 TO THE TOWN OF WENDELL TO BE
USED IN ACCORDANCE WITH RECOMMENDED IMPROVEMENTS AS OUTLINED IN THE
AFOREMENTIONED WENDELL TRANSPORTATION AND WENDELL PEDESTRIAN PLAN.
WATER ALLOCATION COMPLIANCE
BASE POINTS - MAJOR SUBDIVISION 38
CABANA WITH BATHROOM W/ CHANGING 2
POOL 2
VOLLEYBALL COURT 3
IPEMA CERTIFIED PLAYGROUND EQUIPMENT 6
TOTAL 51
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INDEX TO PLANS
C-0.0
COVER SHEET
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EXISTING CONDITIONS
C-1.0
MASTER LAND USE PLAN
C-2.0
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D-1.0
TYPICAL SECTIONS & DETAILS
L-1.0
SUBDIVISION LANDSCAPE PLAN
A-1.0
AMENITY ELEVATIONS
A-2.0
CONCEPTUAL ELEVATIONS
I hereby certify that this Plan was approved by the (Administrator) or (TRC) of
the Town of Wendell on the day of 20_
Administrator
FOR REVIEW ONLY -
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE CONSTRUCTION APPROVAL PROCESS
THIS DRAWING IS THE PROPERTY OF:
The Spaulding Group, PA
and is not to be reproduced or copied in whole or in part without
permission from The Spaulding Group, PA. This drawing is not
to be used on any other project and is to be returned to
The Spaulding Group, PA, upon request.
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0Ax
GENE RAL NOTES
BOUNDARY INFORMATION AND ALL JURISDICTIONAL STREAMS AND WETLANDS TO BE
s
DELINEATED AND LOCATED BY ROBINSON & PLANTE, PLLC.
0, 2.
FIELD TOPOGRAPHIC INFORMATION TAKEN FROM WAKE COUNTY GIs.
/ , ' �?, ABC) 3.
3'� �2j p
CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL
�'�
BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY
LOCATOR SERVICE AT LEAST 48 HOURS PRIOR TO DIGGING.
-10 A p 4.
ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF WENDELL STANDARDS AND
p,
SPECIFICATIONS.
5.
ALL UTILITIES SHALL BE LOCATED UNDERGROUND AND SHALL CONFORM TO THE
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
6.
WHEELCHAIR RAMPS AND DEPRESSED CURBS SHALL BE CONSTRUCTED IN
2 �2
ACCORDANCE WITH NC BUILDING CODE, VOLUME C, ACCESSIBILITY.
7.
SIGN PERMITS SHALL BE REQUIRED FOR ANY SIGNAGE IN THE TOWN OF WENDELL.
PERMITS WILL BE REQUIRED PRIOR TO FABRICATION OR INSTALLATION OF SIGNS.
SIGN PERMITTING IS A SEPARATE SUBMITTAL, REVIEW AND APPROVAL PROCESS.
8.
AN EROSION CONTROL PERMIT IS REQUIRED FROM WAKE COUNTY ENVIRONMENTAL
SERVICES PRIOR TO ANY GRADING ON THIS SITE. GRADING CONTRACTOR SHALL
CONTACT WAKE COUNTY FOR FINAL VERIFICATION OF ON -SITE EROSION CONTROL
MEASURES PRIOR TO CONSTRUCTION.
9.
NO REVISIONS MAY BE MADE WITHOUT PERMISSION FROM THE PERMIT ISSUING
AUTHORITY.
10.
ALL LANDSCAPING SHOULD BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH
THE TOWN OF WENDELL's STANDARDS.
11.
DO NOT SCALE DRAWINGS. DIGITAL INFORMATION SHALL BE PROVIDED FOR
CONSTRUCTION.
12.
ALL DIMENSIONS ARE REFERENCED FROM BACK OF CURB TO BACK OF CURB.
13.
CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE IN
ALL LOCATIONS.
14.
BUILDINGS SHALL BE FIELD STAKED BY A PROFESSIONAL SURVEYOR PRIOR TO
CONSTRUCTION.
15.
ALL PARKING AREAS SHALL BE SURFACED WITH 6" CABC AND 2 -1" ASPHALT. DRIVE
AISLES SHALL BE SURFACES WITH 8" CABC AND 2 -1" ASPHALT.
16.
PROVIDE ELECTRICAL SERVICE TO ALL SIGN LOCATIONS.
17.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECORDATION OF
ANY PROPOSED EASEMENTS REQUIRED BY THIS PLAN PRIOR TO THE CERTIFICATE
OF OCCUPANCY.
18.
THE MUNICIPAL ADDRESS SHALL BE DISPLAYED ON ALL BUILDINGS AT LEAST 121,
TALL, READILY VISIBLE FROM THE STREET AND IN A COLOR CONTRASTING THE
BACKGROUND.
19.
ALL GRADES SHOWN ARE FINISHED TOP OF MULCH. NEVER FILL MULCH ABOVE
FINISH FLOOR ELEVATIONS.
20.
LOT RECORDATION NEEDS TO OCCUR PRIOR TO OBTAINING A BUILDING PERMIT FOR
THIS SITE.
21.
THE OWNER/BUILDING MUST SUPPLY THE TOWN WITH A FINAL LETTER OF
CERTIFICATION FROM THE LIGHTING ENGINEER, LIGHTING MANUFACTURER, OR
AUTHORIZED LIGHTING CONTRACTOR VERIFYING THAT ALL SITE LIGHTING IS
INSTALLED ACCORDING TO TOWN STANDARDS, THE APPROVED PLANS AND ANY
APPLICABLE CONDITIONS.
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WATER ALLOCATION COMPLIANCE
BASE POINTS - MAJOR SUBDIVISION 38
CABANA WITH BATHROOM W/ CHANGING 2
POOL 2
VOLLEYBALL COURT 3
IPEMA CERTIFIED PLAYGROUND EQUIPMENT 6
TOTAL 51
LEGEND
15.33 AC. PASSIVE OPEN SPACE ' ' ' ' ' ' ' '
1.26 AC. IMPROVED PARK SPACE
1.60 AC. FULLY ACTIVE OPEN SPACE
2 STORM CONTROL MEASURES - - - - -
SITE DATA
N
PROJECT ADDRESS: 815 OLD ZEBULON ROAD
5
TOWNSHIP: WENDELL
(F M
COUNTY: WAKE
STATE: NORTH CAROLINA
PARCEL ACREAGE: 35.204 AC PIN: 1794-15-7657 REID: 0336980 DB: 011582 PG: 00060 ZONING:RA
17.301 AC 1794-05-6758 0030026 006319 00591 R-3
16.461 AC 1794-25-6786 0336979 011582 00060 RA
0.201 AC 1794-16-1410 0206484 006319 00591 R-3
0.195 AC 1794-06-6233 0206483 006319 00591 R-3
0.208 AC 1794-05-2762 0206482 006319 00591 R-3
TOTAL PARCEL AREA: 69.57 AC (68.89 AC AFTER RIGHT OF WAY DEDICATION)
PROPOSED ZONING: R7-CD
TOWNHOME LOTS = 146
40' SINGLE FAMILY LOTS = 107
50' SINGLE FAMILY LOTS = 67
TOTAL NUMBER OF LOTS: 320
MINIMUM SETBACKS SF 50' SF 40' TOWNHOME
FRONT SETBACK 20' 20' 20'
REAR SETBACK 20' 20' 10,
SIDE SETBACK 3' 3' 5'
OPEN SPACE REQUIREMENTS
174 SINGLE FAMILY UNITS x 1,750 SQ. FT. = 6.99 AC.
146 TOWNHOME UNITS x 1,000 SQ. FT. = 3.35 AC.
TOTAL REQUIRED OPEN SPACE = 10.34 AC. (19.87 AC. PROVIDED)
25% REQUIRED FOR IMPROVED PARK SPACE: = 2.59 AC. (2.86 AC. PROVIDED)
FULLY ACTIVE OPEN SPACE: = 1.60 AC.
IMPROVED PARK SPACE: = 1.26 AC.
PASSIVE OPEN SPACE = 15.33 AC.
PROJECTED IMPERVIOUS AREAS
ROADS: 6.89 AC.
SIDEWALK: 2.34 AC.
AMENITY BUILDING: 0.05 AC.
TOWN HOME LOTS: 5.36 AC.
40' SINGLE FAMILY LOTS: 7.05 AC.
50' SINGLE FAMILY LOTS: 5.91 AC.
TOTAL IMPERVIOUS AREA: 27.60 AC.
IMPERVIOUS SURFACE PERCENTAGE: 39.67%
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
THIS DRAWING IS THE PROPERTY OF:
The Spaulding Group, PA
and is not to be reproduced or copied in whole or in part without
permission from The Spaulding Group, PA. This drawing is not
to be used on any other project and is to be returned to
The Spaulding Group, PA, upon request.
r
400
FOR REVIEW ONLY -
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE CONSTRUCTION APPROVAL PROCESS
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PROJECT NUMBER
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m W/ 6" GATE VALVE I + 911/109
\ V A + + + + + + + + + + + a3 I 012Ac } oosAc I I as 8" DIP WATERLINE I W/ g�GATE VALVE
0.14 Ac. (p I I o 07 Ac .�
N _ 51,530.9 S
297 0 08 Ac
0.190Ac. 145 0 14 Ac 0 13 Ac 11 ~ 0 06 AG
0 07 Ac
i / A 1.1830 + A + t + t + 014 Ac o 11 Ac o i l Ac o Z I Iz
0 11 Ac 0 11 Ac. 139
� \ + + + + + + oizAc. o.14 Ac. I I oizAc. I � z39
x / + a9 + + + + + + + 147 oosAc. rnI oo7Ac. ,
. . . .� 012Ac \ o1sAc Ir„
+X �' / + o \ \ + + + + + + + + (1) FH ASSEMBLY ST (1) FH ASSEMBLY I 90 I i
i + 0110 t t t t t t + , EET I Q o os nc o os Ac. W z9s zz1
W/ 6" GATE VALVE _ - 52 I W/ 6" GATE VALVE w D ID
49 111 \ \ \ 84 1 B� 0158c oo7 Ac W/ 6" GATE VALVE o294Ac. oos Ac
+ + + + + + R�W -?7' a I 1 FH ASSEMBLY
MH ouAc + 011Ac + + + + + 013Ao � z37 oosAc ,
+ 11 y Q� + + + (1) FH ASSEMBLY 222
85 / � 292 0 08 Ac '
112 \ \+ + + W/ 6" GATE VALVE as 011 Ac� - �_ I I o oa Ac I
8" PVC I J� �� + o11Ac \ - T 011Ac (1) 8" TEE - -- .I� I ooenc j I
. .�. WET POND. .�. 4� < + + + + o 5Ac. 0.1a7Ac. (3) 8" GV ooaAc x
8" DIP WATERLINE - ,
SANITARY P�' + + 13 + + + 8" DIP WATERLINE \N - - W I I I
, c� all Ac \ 8" PVC �� 1 I I �
SEWER SANITARY (1) 8" TEE - - . - 1= (1) 8" TEE
x + \ + / SEWER () - _ . -W /
3 8" GV S (1) 6" REDUCER
� Aii Ac � 12a 3 8" GV
127 all Ac 1,10 STREET ( )
x 0141Ac O,/ - - �i o1sAc (1) 8" TEE'
0.12 Ac. 0.11 Ac. 131 p ,1/�-
+K / 11s \ \ ` 126 011Ac 011Ac 133 + pq�� v
�. ./ + 012Ac / o11Ac o11Ac aiinc aiiAc 13s + 52' 1 _ 2 B_B � \ (1) FH ASSEMBLY
01, a W/ 6" GATE VALVE
aoSAo 233 -PHA
�. + , 124 o11Ac o11Ac aiiAc o7Ac z3s z34 0233 6" DIP WATERLINE
+ i olanc� + O.iaAc. + oiiA '.11Ac. oo7A. .o7Ac. oo9nco sncoosnc. zz
+ 0 05 Ac 232
4 (1) FH ASSEMBLY + + + + 122 N . . . . . . . . . . . +
o 11 Ac
+ + + + . . � . . ._ .` . . . . . . . . . . +.+ ISH_S
W/ 6" GATE VALVE I - SCM ACCESS EASEMENT O + + + 0 011A i/ +
+X 53 + + + o13Ac 11a 119 '�. .�` .�
o 2s Ac + + + o14 Ac o14 Ac . . . . . . . . . . . . . . . . . . . . . . . . -- �- .
. . . . . . . . . . . . . . . . . . . . WETP D . . . . . . . . . . . . . . + + + + +
+ + / / • + + + -/ . . . . . . . . . . . . . . . . . . . . . . . . . .
+ + t + t + t + + t + t t +
+ / �i 30.0' COR
/+ + + / RR + + + + + + + + + + + SANITARY SEWER
O + x + + / // �p + + + + . . . . . /+ +� + + + + + + + f EASEMENT (Typ)
r I i + t / 2-48"CMP V++
+ + + + t + t / t + + t t + t + t
I x + + + + + + + + + + + / + + + + + + + + + CO
I 10.0' TEMPORARY
NSTRUCTION +>< + + + + + + + + + +
n r +x + I + + + + + + + + + t t t t t t + + + + + + + + + + + + + + + + + + + + + I+
z + + + + + + + + + + + + + + + + + + + + + + + + +
CONSTRUCTION
I + + + + + + + + + + +50' / L1�FEk + + + + + + + + + + + + + + + + + + + + + + EASEMENT
I � J + + + + + + + + + + RpME CH T FBAN )t + t + + t + t t + t t + t t + t + t t + t
+ + + + + + + + + + + + + + + + + + + + + + + + + + + +
/ DRAINAGE AND + + + + + + + + + + + + + + + + + + + + + + +
/ UTILITY EASEMENT /
L
I / / 10 0. 1986, PG. 1232-1233 + + ++ +++++0+ ++++++++++++ +++++ + ++++ 0+++++++ ++++ ++
I / ��2 +++++++ +++ + + + + + +++++ +++
STANDARD UTILITYNOTES OS APPLICABLE):
5.
3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MINIMUM COVER IS REQUIRED ON
1.
ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS,
ALL REUSE MAINS.
DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION)
6.
IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES NOT BEING
2.
UTILITY SEPARATION REQUIREMENTS:
USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIES
a) A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC WATER SUPPLY
DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF SERVICE FROM ROW OR EASEMENT PER
SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL
CORPUD HANDBOOK PROCEDURE.
SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO
7.
INSTALL 3/4" COPPER WATER SERVICES WITH 518" METER LOCATED AT ROW OR WITHIN A 2'X2' WATERLINE EASEMENT
WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE
IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICE FOR EACH
WELL OR 50' FROM A PUBLIC WELL.
CONNECTION TO PRO HDE ADEQ UATE FLO W & PRESSURE.
b) WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF
8.
INSTALL 4" PVC SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE &
THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE
SPACED EVERY 75 LINEAR FEET MAXIMUM.
WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF
9.
PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE
THE SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM
REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0' ABOVE THE NEXT
OUTSIDE DIAMETER TO OUTSIDE DIAMETER.
UPSTREAM MANHOLE.
c) WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER A
10.
ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE &/OR FEMA FOR
WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED IY ON EACH SIDE OF CROSSING MUST BE SPECIFIED
ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
& INSTALLED TO WATERLINE SPECIFICATIONS.
11.
NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN
d) 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM SEWER FACILITIES,
EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION.
UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.
12.
GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BE
e) MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS; MAINTAIN 24" MIN.
APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTACT TIM
VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS
BEASLEY AT [phone] OR [e-mail] FOR MORE INFORMATION.
CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (PER CORPUD
13.
CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED
DETAILS W-41 & S-49).
AS LISTED IN APPENDIX-B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES
0 ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN. VERTICAL
ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE)
SEPARATION REQUIRED.
STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED
3.
ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &/OR PROFILE BY THE
AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S
CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
RECOMMENDATIONS OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT.
4.
CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES
CONTACT JOANIE HELVEY AT [phone] OR [e-mail] FOR MORE INFORMATION.
THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24
HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT.
SANITARY SEWER LEGEND
-SS-SS EXISTING SANITARY SEWER
_SS_ _ _ _ _ PROPOSED SANITARY SEWER
(BY OTHERS)
WATERLINE LEGEND
EXISTING 8" DIP WATERLINE
-W-W-PROPOSED 8" DIP WATERLINE
4)
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
THIS DRAWING IS THE PROPERTY OF:
The Spaulding Group, PA
and is not to be reproduced or copied in whole or in part without
permission from The Spaulding Group, PA. This drawing is not
to be used on any other project and is to be returned to
The Spaulding Group, PA, upon request.
FOR REVIEW ONLY -
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE CONSTRUCTION APPROVAL PROCESS
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PROJECT NUMBER
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SIDEWALK PLANTING
STRIP
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14'
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5' UTILITY EASEM
5' CONC. SIDEW
5.5' TREE Li
2.5' CURB & GUT'
2.5'
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BIKE LANE
5'
BIKE LANE
52' R/W
13'-6" 13'-6"
27'-0"
12'-0"
LOCAL STREET
67' R/W
39'-0"
2 LANE UNDIVIDED
12'-0"
5'
BIKE LANE
12'-6"
— 7'-0" — 5'-0" —
PLANTING
STRIP
4.0% 2.0%
on 14' —
1'
2.5' 7'-0" 6'-0" —
PLANTING SIDEWALK
STRIP
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79' R/W
25'-6" 25'-6"
51'-0"
12'-011 — I _ 12'-01' — I _ 1;
TRAVEL LANE
TRAVE i LANE
!'-
TRAVEL LANE
3 LANE UNDIVIDED
MORPHUS BRIDGE & LIONS CLUB ROAD 2 LANE UNDIVIDED STREET SECTION.
DEVELOPER RESPONSIBLE FOR 1/2 CONSTRUCTION ALONG PROJECT FRONTAGE.
SINGLE FAMILY TYPICAL (40' WIDE)
(FRONT LOADED)
SCALE: 1 " = 20'
R/W
5' UTILITY EASEM
5' CONC. SIDEW
5.5' TREE L/
2.5' CURB & GUT
6"
5'-0"
PUE
5
BIKE LANE
SINGLE FAMILY TYPICAL (50' WIDE)
(FRONT LOADED)
SCALE: 1 " = 20'
FRONT SETBACK
5' UTILITY EASEMENT
R/W
5' CONC. SIDEWALK
T TREE LAWN
2.5' CURB & GUTTER
ss
14'
1'
7'-0" —
6'-0"
PLANTING
SIDEWALK
STRIP
4.0%
2.0%
E
2'x2' COR
UTILITY
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.. . .. .. .. .. ..
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— W W
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4" CLEANOUT SERVICE —
8" PVC SANITARY SEWER
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5' CONC. SIDEW
5.5' TREE Li
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a' .a : ... is •td
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W W W .. W W W
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5/8" WATERLINE SERVICE g DIP WATERLINE
TYPICAL UTILITY SERVICE DETAIL
SCALE: 1 If = 20'
TOWNHOME TYPICAL
(FRONT LOADED)
SCALE: 1 " = 20'
R/W
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THIS DRAWING IS THE PROPERTY OF:
The Spaulding Group, PA
and is not to be reproduced or copied in whole or in part without
permission from The Spaulding Group, PA. This drawing is not
to be used on any other project and is to be returned to
The Spaulding Group, PA, upon request.
FOR REVIEW ONLY -
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE CONSTRUCTION APPROVAL PROCESS
MH
toe +
+ +
/ + + + +
\ + + + +�+
+ + +XJ
PROPOSED TYPE 'B' BUFFER
REQUIREMENTS PRESCRIBED IN THE
387-AE
LOCATE STREET TREES IN 5.5'
TREE LAWN BETWEEN
SIDEWALK AND BACK OF CURB
PP MH /
OHPL_
- 2+00 3+00
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TREERPLANTINGS
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MINE
01
0 127 1 1 11 ONE TREE AND ONE SHRUB SHALL BE PLANTED ON ------
EACH LOT FOR EVERY 15'OF REAR PROPERTY LINE.
3" CALIPER MINIMUM ON TREE & 24" MINIMUM
HEIGHT ON SHRUB AT TIME OF PLANTING. 3
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0.066no. r
TYPE'B' BUFFER.
+
& WOOD SHADOWBOX
oos°Ac. I+
PRIVACY FENCE LOCATED
+
3OFF OF PROPOSED
' +
PROPERTY LINE
209 +
o 10 Ao
—25
STREET 'I'
In
N
52'
R/W -
N
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109 � 3" CALIPER MINIMUM ON TREE & 24" MINIMUM ao ty
48 J 011 Ac I Ac. 139
1 o1]Ac _ \ \ + + + + + + + HEIGHT ON SHRUB AT TIME OF PLANTING. 014Aa 01\0
89 + + + + + - + + 14] oos Ac o oo]Ao. oos Ac
x I I J / �.�. �' \ \ °'2A 016Ao STREET'C' I I PROPOSED MODIFIED 30'
+ 110 + + + + + + +,o I z90
0.11 Ac. 238 0 Os Ac
++++++++ + + + _ 27 B-B 005A 0006Ac ' TYPE'B' BUFFER.
/ l IF NATURAL BUFFER IS — .52 �W _ •
+x 49 o PROPOSED DISTURBED IT SHALL BE air c \ io� + + + + 84 016A © oo3q °SSA 94 & WOOD SHADOWBOX
01s Ac 't D O \ 0.13 Ac \ \ / + •,R=2.. • pp • O Q O.OS Ac. 222
+' N PLAYGROUND RE-ESTABLISHED PER THE 20' + + + + + 018sA+_ + . 92 ooBAo PRIVACY FENCE LOCATED
.. / . . . . . . .. \ + + + + + zaer �� I ooaAo. I I
+ X TYPE'B' BUFFER REQUIREMENTS 0112C \ \' + + + + 0186Ac �Q ° — �7+oo OoBAc of + , 3' OFF OF PROPOSED
.�. PRESCRIBED IN THE LIDO. SEE \+ + + + 0188Ac o1a'Ac / _ oo +' 223 r PROPERTY LINE
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+ up to 2" cal.,twice boll diam.
greater than 2", 2' larger than ball
+x + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + 2 pieces reinforced rubber hose
+ x g + + + + + + + + + + + + + + + + + + + + + + + + +
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GRAPHIC SCALE
0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
PLANT LIST
KEY
BOTANICAL NAME
COMMON NAME
SIZE
ROOT
QTY.
LOCATION
COMMENTS
AE
Ulmus minor x U. parvifolia 'Frontier
Frontier Elm
2 1/2" CAL
B&B
411
Street Tree
WO
Quercus phellos
Willow Oak
2 1/2" CAL
B&B
as necessary
Landscape Buffer
DBH
Ilex cornuta'Burfordii Nana'
Dwarf Burford Holly
24"
Cont.
as necessary
Landscape Buffer
AB
Abelia x grandiflora'Little Richard'
Little Richard Abelia
15" HT.
Cont.
as necessary
Foundation
IC
Ilex crenata 'Compacta'
Steeds Japanese Holly
15" HT.
Cont.
as necessary
Foundation
STH
Ilex crenata'Soft Touch'
Soft Touch Holly
12" SP.
Cont.
as necessary
Foundation
LO
Loropetalum chinense var'Daruma'
Daruma Loropetalum
15" HT.
Cont.
as necessary
Foundation
CANOPY TREES
WO (TYP)_1
TYP) SPACED EVERY 25'
N
6' WOOD SHADOWBOX PRIVACY FENCE
DBH (TYP) SHRUB SPACED LOCATED TOFF OF PROPOSED LOT LINE
EVERY 6'
TYPICAL 100' SECTION OF A 30' WIDE TYPE "B" MODIFIED PERIMETER BUFFER
CANOPY TREES
WO (TYP) SPACED EVERY 25'
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6' WOOD SHADOWBOX PRIVACY FENCE
DBH (TYP) SHRUB SPACED LOCATED TOFF OF PROPOSED LOT LINE
EVERY 6'
TYPICAL 100' SECTION OF A 20' WIDE TYPE "B" PERIMETER BUFFER
LARGE TREE
allow for deflection
-2"x2"x9' treated stake 2"x2"x6'
.root flare to be exposed at planting
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-tamp backfill in 6" layers
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backfill with excavated material
5%
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and max. organics
4" mulch as specified II-1
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undisturbed subgrade
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settle all plantings with water
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remove burlap and wire from top
remove reinforcement after 1 year SMALL TREE
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carefully prune all damaged roots and branches
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4" min. mulch layer
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set top of root ball 6"-8„ above grade
individually.
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prepare entire bed, not
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PLANTING DETAILS
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SHRUB BED PLANTING
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GENERAL PLANTING NOTES
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1.
VERIFICATION OF TOTAL QUANITIES AS SHOWN ON THE PLANT LIST SHALL BE THE
RESPONSIBILITY OF THE PLANTING CONTRACTOR, AND THE TOTAL QUANITIES SHALL BE
REQUIRED ON THE PLANTING PLAN.
2.
ALL TREES, SHRUBS, AND BEDDING PLANTS SHALL CONFORM TO THE ACCEPTED STANDARDS
ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
3.
ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING
PLANTING.
4.
SET TOP OF ROOT BALL 6"-8" ABOVE GRADE, PREPARE ENTIRE BED,
NOT INDIVIDUALLY.
5.
THE SIZE OF ALL ROOT BALLS SHALL CONFORM TO AAN STANDARDS.
6.
FERTILIZE ALL PLANTS WITH AGRIFORM FERTILIZER TABLETS OR EQUAL TO BE APPLIED
AT MANUFACTURERS RECCOMENDED RATE.
7.
GUYING, IF NECESSARY, SHALL BE REMOVED AFTER ONE GROWING SEASON.
8.
ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING.
DRAWING
9.
ALL TREES HAVE BEEN LOCATED WITH RESPECT TO PROPOSED OR EXISTING FACILITIES
SHEET
OR STRUCTURES.
10.
OWNERS SHALL MAINTAIN ALL PLANT BEDS AND PLANT MATERIAL IN GOOD HEALTH, AND
ANY DEAD, UNHEALTHY OR MISSING PLANTS SHALL BE REPLACED WITH LOCALLY ADAPTED
VEGETATION WHICH CONFORMS TO THE INITIAL PLANTING STANDARDS OF THE LANDSCAPE
�— 1
- 0
ORDINANCE.
11.
REPORT ANY DESCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT.
12.
SUBSTITUTIONS OR ALTERATIONS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN NOTIFICATION
PROJECT NUMBER
OF THE PROJECT LANDSCAPE ARCHITECT AND THE TOWN OF HOLLY SPRINGS.
13.
ALL PLANT MATERIAL SHALL BE OF SPECIMEN QUALITY.
961-19
14.
ALL PLANT MATERIAL SHALL BE MAINTAINED IN PERPETUITY.

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THIS DRAWING IS THE PROPERTY OF:
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permission from The Spaulding Group, PA. This drawing is not
to be used on any other project and is to be returned to
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FOR REVIEW ONLY —
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
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