20210551 Ver 1_Pre-Filing Meeting Request_20210315

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office*
Reviewer List*
20210551
Version *
1
Raleigh Regional Office - [phone]
Stephanie Goss
Pre -Filing Meeting Request submitted 3/15/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Deborah Shirley
[e-mail]
Reams Grove
Lennar Carolinas, LLC (Attn: Stephen Dorn)
Wake
Street Address
1100 Perimeter Park Drive, Suite 112
Address Line 2
City State / Rovince / Region
Morrisville NC
Fbstal / Zip Code Country
27560 USA
Is this a transportation project?* r Yes (' No
Type(s) of approval sought from the DWR:
fJ 401 Water Quality Certification - I— 401 Water Quality Certification -
Regular Express
I— Individual Permit I— Modification
r Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes (' 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 and include location information. *

This project is a proposed residential development and offsite utility
connection located at 7500 Green Level Church Road in Apex, NC.
The project is approximately 18 acres and features an existing
intermittent stream, seven (7) wetlands, two (2) linear wetlands, and
two (2) ponds on the property. The property itself is mainly forested
and agricultural land. The Reams Grove project is proposing the
construction of a residential development, including but not limited to
roadway infrastructure, SCM's, utilities, residential lots, and a mailbox
kiosk.
Please give a couple of dates you are available for a meeting.
3/16/2021
3/17/2021
3/18/2021
3/19/2021
3/22/2021
Please attach the documentation you would like to have the meeting about.
20210312_CDs_1stSubmittalprefiling.pdf 1.44MB
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.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I 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
=5Wc C-.', c`Ttyf P r t y
Submittal Date 3/15/2021

DocuSign Envelope ID: A7739EE0-6B5A-4D33-94EC-E7285E9BF2BA
n\C2.0 Site Plan.dwg- Sunday, February 28, 2021 9:27:02 PM - MAYO, BEN
0.10-kobra\CAD\drawing sets\construc
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The signatures affixed below certify that this sheet has been reviewed and approved solely per
the certifications signed on the cover sheet of these construction plans.
1 / WithersRavenel
Engineers I Planners
55 Grant Drive 1 Suite D I Pittsboro, NC 27312 1 t: 919.469.3340 1 license #: C-0832 1
www.withersravenel.com
/� p �ry ppp/ ♦ p pppppppppp p NOW OR FORMERLY
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Water Resources - Utility Engineering Planning -Transportation
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CONSTRUCTION EASEMENT /\/
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1. NO SITE DEVELOPMENT ACTIVITY INCLUDING, BUT NOT LIMITED TO, TESTING, CLEARING,
INSTALLATION OF S&E MEASURES, OR GRADING, SHALL OCCUR UNTIL REQUIRED TREE
PROTECTION FENCING HAS BEEN INSTALLED AND INSPECTED. A TREE PROTECTION
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FENCING INSTALLATION PERMIT MAY BE OBTAINED AT THE PLANNING DEPARTMENT OR
ONLINE AT HTTP://WWW.APEXNC.ORG/215/APPLICATIONS-SCHEDULES
2. TREE PROTECTION FENCING MUST BE PLACED:
2.1. ONE FOOT AWAY FROM ANY SAVED TREE FOR EACH INCH OF DIAMETER AT BREAST
HEIGHT,
2.2. ALONG THE OUTSIDE LINE OF THE 100-YEAR FLOODPLAIN, AND THE OUTSIDE EDGE
REAMS GROVE
CONSTRUCTION PLAN
-' w TILITY 2,002 SF I 2
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3. ADDITIONAL TREE PROTECTION FENCING MAY BE REQUIRED IN OTHER LOCATIONS CLOSE
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CRITICAL ROOT ZONES OF TREES, PUBLIC UTILITY EASEMENTS AND RIGHTS -OF -WAY), AND
SHALL BE CONTAINED ENTIRELY ON SITE.
6. SITE ELEMENTS REQUIRED TO SATISFY RECREATION REQUIREMENTS SUCH AS, BUT NOT
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FOUND IN THE TOWN OF APEX TOWN OF APEX STANDARD SPECIFICATIONS
AND STANDARD DETAILS AND THE REQUIREMENTS OF THE TOWN OF APEX PARKS AND
RECREATION DEPARTMENT.
7. THE SCREENING OF LOADING DOCKS, ROLL OUT CONTAINERS, DUMPSTERS, OUTDOOR
STORAGE, MECHANICAL AND HVAC EQUIPMENT, AND SIMILAR FACILITIES ON THE ROOF,
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2,028 SFAL.
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GROUND OR BUILDING SHALL MEET THE REQUIREMENT OF SEC. 8.2.8 OF THE UDO.
I SPECIFICALLY SCREENING MUST BE DONE SO THAT:
7.1. IT IS INCORPORATED INTO THE OVERALL DESIGN THEME OF THE BUILDING AND
LANDSCAPING
7.2. SCREENING MATERIALS ARE NOT DIFFERENT FROM OR INFERIOR TO THE PRINCIPAL
MATERIALS OF THE BUILDING OR LANDSCAPE AND ARE SIMILAR IN MATERIAL AND
// / \ a .� \
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N:: \\ ,.. �® 90 45 \ /\ '; 0 0 0 0 0 0 2 / �, i O 0 0 0� 0 S7 b' 0 v`\0 0 0 0 0 0 0 0 0 0
JOHN B. SEARS and wife, . -;. \ ' 1,980 SF �. 12
3:; 2,9775E 91 i �. 60//� R3.5' �� g1 2,004SF 0 0 0 0 0 0 jer 0 0 0 0 0 0 0 0 0
ELIZABETH C. SEARS /' , •9d 44 �' .`.; 0 0 0 0 0 0 ♦ �, `� 3,o00665F ,' � TYP p p p p p pp v pp p p p p p
DB 16480, PG. 1943 w� 36 \ ,♦ 1,98OOSF `\ ,��\': p p p p p p v 2 / \ \ ,�\\ 9z 11 V `'• vw�V�n i VVVVVVVVVVVV
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7.3. SCREENING ITEMS ARE OUT OF VIEW FROM ADJACENT PROPERTIES AND PUBLIC
STREETS, AND A TOTALLY OPAQUE SCREEN IS ACHIEVED
7.4. ANY GROUND MOUNTED HVAC OR OTHER MECHANICAL OR UTILITY EQUIPMENT SIX
o 6 FEET TALL OR HIGHER MUST BE FENCED AND LANDSCAPED.
7.5. DUMPSTER ENCLOSURES MUST MEET THE ABOVE REQUIREMENTS PLUS BE EIGHT 8
( )
SITE PLAN
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BM 2014, PG. 384-386 ;. 37 *7B
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FEET TALL OR THE HEIGHT OF THE DUMPSTER, WHICHEVER IS GREATER, AND BE
OF MASONRY MATERIAL WITH OPAQUE GATES. WHERE PRACTICAL, SHRUBS
W OR OTHER PLANTS MUST BE PLANTED OUTSIDE THE ENCLOSURE TO VISUALLY
- SOFTENTHEAPPEARANCE.
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8. ALL REQUIRED SITE ELEMENTS SHOWN WITHIN A PARTICULAR PHASE MUST BE INSTALLED
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BEFORE A FINAL CERTIFICATE OF OCCUPANCY MAYBE ISSUED FOR ANY BUILDING WITHIN
THAT PHASE.
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9. PRIOR TO SCHEDULING A FINAL SITE INSPECTION, ALL SITE ITEMS (E.G. LIGHTING,
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VI SIGN PERMIT MUST BE OBTAINED PRIOR TO INSTALLATION OF THE SIGN. MULTIPLE USE
LOTS, NON-RESIDENTIAL SUBDIVISIONS, AND MULTIPLE TENANT LOTS MUST SUBMIT A
r.`
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MASTER SIGN PLAN FOR APPROVAL.
• PROPOSED R/W \\ vj `�� j 0 0 0 0 0 0 IC7 0 v 0 SL BACK (TA) - I
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11. RETAINING SYSTEMS PROVIDING A CUMULATIVE VERTICAL RELIEF GREATER THAN FIVE 5
TYPE OF AREA
ACREAGE
SID
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FEET IN HEIGHT WITHIN A HORIZONTAL DISTANCE OF 50 FEET OR LESS, INCLUDING
RETAINING WALLS OR MECHANICALLY STABILIZED EARTH WALLS, SHALL BE DESIGNED
PLAY LAWN
0.50 AC (50% COUNTED AS RCA)
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UNDISTURBED AREA
7.16 AC
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1 SEC. 1610. RETAINING SYSTEMS MEETING THESE CRITERIA WILL REQUIRE A SEPARATE
I BUILDING PERMIT PRIOR TO START OF WORK. RETAINING STRUCTURE MATERIALS MUST
TOTAL
°
7.41 AC (40.7 /o OF SITE AREA)
22' \ 3,1175E / 1 2,925SF p
\ �� ��• Q 0 0 0 0 0 0 019RO�f ` ��- I 27 g_g A I f
200' `. •✓ 0 0 0 ID 0 0 0 0 0T..•• K -
�; 66_� �I
p p p p p p p p Q p p p p p p p p
0 0 0 0 0 0 0 0 0 0 0 \� 0 0 0 0 0 0 0
I`
G�
BE AN INTEGRALLY TINTED MEDIUM OR DARK BROWN OR RUST COLOR.
-
' 90'®
0 G� �I
\
b00000000000�000000
TOTAL REQUIRED
4.55 AC (25% OF SITE AREA)
• \\ p p p p p p p p p p p p i 1,980 SF I ''� 1,980 SF
` '� o 0 0 0 0 0 0 0 0 0 0 o d�• o 0 0 0 0 o
90'�,
\v
Job No.
02181110.10
Drawn By
WR
2TCL-EOP� y' a. \.,.-�1�, • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 —_ 19__ /�
\ \\• 67 I ,,` _ I ° 0 0 0 0 0 0 0 0 0 0 0 0 0\ 0 0 0 0 0/
N o�O�c �'� 0 0 0 0 0 0 0 0 0 0 0 0
Pl
ROAD CLASSIFICATIONS
Date
03/01/20
Designer
WR
! 1,9805E h
10' CONCRETE \ 1'I 1,980 SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �{ 0 �•,'�
`• SIDE PATH � 0/� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I' -- 90' �I —
EX. EOP V► � � •0 L�� 68 in
,I� so' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �•'� 0
v
CLASSIFICATION
ROAD
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�: • i -- 90' ''
0>•
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// 69
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0 0 0 0 V '\ 0 0 0 0 0 0 I7 0 0 0 0 0 0 %
,'I 1,9820 SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V 0�
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_ so 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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50' ROW, 27' B B
25 MPH DESIGN SPEED
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• 0 0 0 0 0 V�� � 0 0 0 0 0 0 0 PE' �
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•
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m W� W
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_ • POTENTIAL LOCATIONS - - - - - - - - - - - - -
21'
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SEE ZONING CONDITION #7 -
J N 2(COVER SHEET)REGARDINGALL-WAY
• O I STOP
. \ ••• •: '-•'
303. 85 .1; .... �� (� R30' TO JAINIX PROPERTY
18.55' 23' CL-EOP
R4.5 1
'
U X I- THE TRAFFIC SIGNAL
W Q STREET SIGN
Q Z I
► : ALL -WAY STOP = 00\
R4' 5' SIDEWALK 1 1
- 50' 1 EX. 5' SIDEWALK EX. GUARDRAIL
DIRECTIONAL SIGN - _ _ ��
- -
PAVEMENT MARKING LEGEND
AXLE WEIGHT EX. EOP _
11
O
NOW OR FORMERLY
ALL -WAY STOP \ E �ENI(S ROAp
(XISTING
—
PAVEMENT MARKING SYMBOLS
JOHN BRUCE SEARS and wife, \ — — `�
PROPOSED STRIPING �AR�gB SR 1601
1 — — — — —
��
ELIZABETH C. SEARS \ _ LE w'D1,H
\
—
q 4 YELLOW CENTER & SKIP LINE (10 30 /SP)
0
DB 8739, PG. 1293 EX EOP\ Raw
\ )
NOW OR FORMERLY
I /r
STOP AHEAD c
1
_
1072, PG. 363, PORTION OF FIRST
`
B
(DB \ ROY B. MILLER \
TRACT)
I 1 \ 0
4" WHITE LANE LINE
/ DB 2799, PG. 154
TRACT 1 - BM 2005, PG. 220 �lti BM 1978, PG. 804
GRAPHIC SCALE PIN: 0732-09-7324 �'L0 PIN: 0732-19-2507 I
1 \_ — EX 10' SIDE PATH
1
1
© 4" WHITE MINI SKIP LINE (3' 9'/SP)
0
Sheet No.
C2.0
50
0 25 50 too
\
ZONING: RR 6 , ZONING: RR
, \
I /
4" WIDE DOUBLE YELLOW SOLID LINE
\
6,Z6)\ \ \
I / \ c6
\�
finch =50Ft. \
II ____ ____ ____ /
/

DocuSign Envelope ID: A7739EE0-6B5A-4D33-94EC-E7285E9BF2BA
10 PM - MAYO, BEN
n\C3.0 Utility Plan.dwg- Sunday, February 28, 2021 9:
0.10-kobra\CAD\drawing sets\construc
k:\18\18-1110\
■
•
/
/
\
—
The signatures affixed below certify that this sheet has been reviewed and approved solely per
the certifications signed on the cover sheet of these construction plans.
1 / WithersRavenel
Engineers I Planners
55 Grant Drive 1 Suite D I Pittsboro, NC 27312 1 t: 919.469.3340 1 license #: C-0832 1
www.withersravenel.com
. ©
.
\
_ W — ■
W � _7
/
I
\ \
Public Works - Transportation Water Resources - Stormwater
' ~
N
— z ■ z N
PARLIER DRIVE
\
\
Building Inspections Planning
SR 1�
_ JENKS ROAD' IpTH ROB -j ■ = u)
ko(15INOVA RIAB1-E w o ■ o - I
■
/
—
NOW OR FORMERLY
PULTE HOME COMPANY LLC
BROOK PINE TRAIL
Water Resources - Utility Engineering Planning —Transportation
I
1
r
I \
\ \
DB 16659, PG. 1175
\ GREENMOOR SUB, OPEN SPACE, PH2B
\ BM 2018, PG. 1175 co
Electric Fire
\ \ PIN: 0733-11-1627 I
ZONING: RR I
\ \ I I I
I
1 EX. 8" PVC SEWERI
Water Resources - Soil & Erosion Control Parks, Recreation & Cultural Resources
I \
\ \ I
SLOPE = 2.75%
OF APEX REQUIRED PLAN NOTES:
I \ \
I \
\TOWN
EX. 8" PVC SEWER I
\SLOPE = 0.59%
\ J
I
I ICORE
I
AND
TO EXISTING SSMH
T
1. THIS DEVELOPMENT IS REQUESTING WATER, SEWER, ELECTRICITY, AND SOLID WASTE
DISPOSAL SERVICES.
2. NO SITE DEVELOPMENT ACTIVITY INCLUDING, BUT NOT LIMITED TO, TESTING, CLEARING,
SS -ss
INSTALLATION OF S&E MEASURES, OR GRADING, SHALL OCCUR UNTIL REQUIRED TREE
I \
\
1
` �- 1
PROTECTION FENCING HAS BEEN INSTALLED AND INSPECTED. A TREE PROTECTION
EX. 4' FLAT TOP MH
EX. 4' FLAT TOP MH
I
RIM =330.01 FENCING INSTALLATION PERMIT MAY BE OBTAINED AT THE PLANNING DEPARTMENT ORW
\
I.
I
\ RIM 325.04
INV. IN 318.70
\ \
I
INV. IN = 319.70 ONLINE AT HTTP:/IWW.APEXNC.ORG/215/APPLICATIONS-SCHEDULES
INV. OUT = 319.50 _ 3. TREE PROTECTION FENCING MUST BE PLACED:
• INV. OUT = 318.50 I
1
— — —
3.1. ONE FOOT AWAY FROM ANY SAVED TREE FOR EACH INCH OF DIAMETER AT BREAST
REAMS GROVE
CONSTRUCTION PLAN
\ \
\
HEIGHT,
\
—
\
/ \ 20' PUE
\ BM 2018, PG. 102
\
3.2. ALONG THE OUTSIDE LINE OF THE 100 YEAR FLOODPLAIN, AND THE OUTSIDE EDGE
OF ANY RIPARIAN UFFER,
—
\
X::))—
NOW OR FORMERLY 3.3.ALEAST10FEEAWAYM ANY OTHER DESIGNATED RCA SUCH AS, BUT NOT
— / / \ \ \ \
/ \ \ \ \
/
/ \ \ \
/ / \ \ \
/ \ \ \
/ \ \ \ \
/ \ ` \ \ \ \
/ \ \ \ \ \
/ / \ \
/ \ \ \ \ \
/ \ \
\
/ NOW OR FORMERLY \ \
/ \
\ HARSHA CHATTERJEE and \ \ \ \
•
/ \ VIDYAVATI, CHATTERJEE \
\ \ \
/ \
"
0_SHALL
\
\
H 14
\
\\
DELORIS LEA GIBSON LIMITED TO, HISTORIC BUILDINGS AND STRUCTURES, WETLANDS, AND PONDS.
DB 10966,PG. 1947 5. ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH ANY RETAINING STRUCTURE
NOT ENCROACH INTO ANY REQUIRED BUFFER OR PROTECTED AREA (I.E. RCA, THE
LOT 10, CASTLEREAGH NORTH, SEC. III CRITICAL ROOT ZONES OF TREES, PUBLIC UTILITY EASEMENTS AND RIGHTS -OF -WAY), AND
BM 1987, PG. 886 SHALL BE CONTAINED ENTIRELY ON SITE.
PIN: 0733-11-4344 6. SITE ELEMENTS REQUIRED TO SATISFY RECREATION REQUIREMENTS SUCH AS, BUT NOT
ZONING: RR LIMITED TO, PLAY FIELDS, GREENWAY TRAILS, AND ITEMS TYPICALLY ASSOCIATED WITH
THEM (BENCHES, TRASH CONTAINERS, SIGNS, ETC.) MUST MEET ANY APPLICABLE
STANDARDS FOUND IN THE TOWN OF APEX TOWN OF APEX STANDARD SPECIFICATIONS
DETAILS
AND DEPARTMENT.
ENAND THE REQUIREMENTS OF THE TOWN OF APEX PARKS AND
EPAR RECREATION 13. PRIOR TO APPROVAL OF A FINAL PLAT OR ISSUANCE OF A CERTIFICATE OF OCCUPANCY
II FOR ANY DEVELOPMENT WHERE A STORMWATER CONTROL MEASURE (SCM) IS REQUIRED,
CONTACT THE ENVIRONMENTAL PROGRAMS MANAGER AT 919-249-3413 TO DEMONSTRATE
\ THAT THE REQUIRED STRUCTURE IS IN PLACE, IS OPERATIONAL AND COMPLIES WITH ALL
RELEVANT PORTIONS OF UDO SEC. 6.1.12 ENGINEERED STORMWATER CONTROLS. IF THE
SCM IS USED AS PART OF A TEMPORARY EROSION CONTROL MEASURE, THE INSPECTION
ec \� 100' RBUFFERRIAN
PVC \ WILL OCCUR DURING THE APPROPRIATE PHASE OF CONSTRUCTION.
-.........\50' RIPRARIAN 14. ALL WATER AND SEWER LINES SHALL BE INSTALLED WITH A MINIMUM OF THREE (3) FEET
/ \ DB 17079 PG. 320
/ / \ LOT 8, CASTLEREAGH NORTH, SEC. III \
BM 1987, PG. 886
/ / \ PIN: 0733-01-9398 \
\
/ \
/ \ \ ZONING: RR
\
/ / \
\ \
/ /
\
/ \
/ X
/ / \
\ BUFFER OF COVER.
\ \ \ MH 13 15. MAINTAIN 18 INCHES OF MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES.
, 16. VERIFY ALL ILLUSTRATED UTILITY CROSSINGS PRIOR TO CONSTRUCTION AN NOTIFY THE
•, \ / \ ENGINEER IF CONFLICTS ARE ENCOUNTERED.
/ 17. CONTRACTOR SHALL COORDINATE UTILITY RELOCATION OR ABANDONMENT WITH LOCAL
\ \ / UTILITY COMPANIES AS REQUIRED.
_
\ 18. ALL METERED CONNECTIONS TO TOWN POTABLE WATER SHALL HAVE A TOWN -APPROVED
\ / \ BACKFLOW PREVENTION ASSEMBLY INSTALLED.
\ STREAM BANK / TOP OF 19. WATER AND SEWER SHALL BE SEPARATED AT LEAST 10 FEET LATERALLY FROM EXISTING
OR PROPOSED SEWERS. WHERE LOCAL CONDITIONS PREVENT A SEPARATION OF 10 FEET,
\ / THE WATER MAIN MAY BE LAID CLOSER, PROVIDED THAT THE ELEVATION OF THE BOTTOM
\ \ / \ OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WITH A
1 •
HORIZONTAL SEPARATION OF AT LEAST THREE FEET.
\
/ / \ NOW OR FORMERLY \
/
/ / DOUGLAS A. BEHAN/
\
I \
\ \ •
•\ (3)
20. ALL NEW PUBLIC WATER AND SEWER LINES CONTAINED WITHIN A TOWN OF APEX PUBLIC
/ \\ • UTILITY EASEMENT WILL REQUIRE A WATER DISTRIBUTION EXTENSION PERMIT AND/OR A
/ GRAVITY SEWER EXTENSION PERMIT PRIOR TO THE RELEASE OF CONSTRUCTION
\ and wife SOHINI SENGUPTA \ \ I
a / \` DRAWINGS. ALL WATER DISTRIBUTION EXTENSION PERMIT APPLICATIONS SHALL BE
/
7
L
Q
/ \ DB16194,PG.1
LOT 7, CASTLEREAGH NORTH
\NS.
'ii N / / BM 1987, PG. 886
\ / PIN: 0733-01-7343
N N /
N
'i\ /
N /
\
\ \,� N< \
N \
\ � �� >
\
/ /
\ /
\
\ I \
5o'zoNE2RIPRARIAN I <
BUFFER ` \
\ 30' ZONE 1 RIPRARIAN • \
\ BUFFER•
INTERMITTENT ) I
ACCOMPANIED BY A SEALED ENGINEERS REPORT PER THE TOWN OF APEX STANDARD
/ k SPECIFICATIONS AND STANDARD DETAILS. CONTACT THE ENGINEERING DIVISION AT
4
\ 21. A PLUMBINGTPERMI O TIISSUED BY N THESE THETBUPLDINGTINSPECTION DIVISION IS REQUIRED FOR
�� ALL PLUMBING SYSTEMS, INCLUDING STORM DRAINAGE SYSTEMS, INSTALLED OUTSIDE
/ / \ _ THE PUBLIC RIGHT-OF-WAY OR A PUBLIC UTILITY EASEMENT. THESE SYSTEMS SHALL BE
/ INSPECTED AND APPROVED BY THE PLUMBING INSPECTOR PRIOR TO COVERING.
\ CONTACT THE BUILDING INSPECTIONS DIRECTOR AT 919-249-3381 FOR INFORMATION
( / \ INCLUDING THE UTILIZATION OF A THIRD -PARTY INSPECTION AGENCY.
\ / \ 22. IT IS THE RESPONSIBILITY OF THE OWNER OR HIS REPRESENTATIVE(S) TO LOCATE AND
/ \ IDENTIFY ALL EXISTING AND PROPOSED UTILITIES AND TO CLEARLY IDENTIFY THEM ON
1 / / \ THE APPROVED PLANS.
/ \
a
\ N. \ \ \ STREAM // \
N \ / / i 7 / // MH16 / \ \ \
\ \ \ / / / // /
/ \ \ \ / / / / / / / / /
/ / \ NOW OR FORMERLY / / / / /
/ 40' TOA PUBLIC UTILITY
NN i EASEMENT \
/ REENAMOL VARGHESE / / I/
N � and husband BENNAN VARGHESE / / \ / / /
�\ \oG DB 16191, PG. 173 / I \ \
\ �\ LOT 4 CASTLEREAGH NORTH i / / \ I I \ / \
��\ \ .>: A
\ ° BM 1982, PG. 822 / I I NOW OR FORMERLY \
\ � I \ / JOHN WELDON and wife \
\ PIN:0733-01-6012 / \ •
/ \
\ \ I KRISTEL M. WELDON \
•
/ / \ / DB 16653, PG. 1598
\ \ /
\ \ / LOT 11, CASTLEREAGH NORTH, SEC. III \O�j
FF� \ \ / �� / \ 10 BM 1987, PG. 886
y! N / / 't �°/ / I PIN:0733-10-4932 \
F N \\ / \ \
/ \
I \
Job No.
02181110.10
Drawn By
WR
Date
03/01/20
Designer
WR
°° °° N CAR °°
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50
GRAPHIC SCALE
0 25 50 100
G \ �J� ����
\ /
�FF \� \� oG / 0 ���
>• %, �\ d\ _ _,N� / Ok vNPR' \ NOW OR FORMERLY '
tic ��, \\\ , �� o C.OG`�P / ROBERT S. CRAYCROFT and wife '
o. 41.:0 "\` ��,, / `�` � LYDB 5018, PGC504FT /
!y O o'�; _Fo / NOW OR FORMERLY
- \\ *�- \ LOT 9 CASTLEREAGH NORTH, SEC. III
14 \ '. 1 / GLENN P. MERSINGER and wife/ \.
000� � \ % SHIRLEY C. MERSINGER BM 1987, PG. 886 /
' PIN:0733-10-0940 / /
�\\� ` ., /I DB 3372, PG. 897 ZONING: RR / \
NN,, •, LOT 5, CASTLEREAGH NORTH
\ '� BM 1982, PG. 822 / / \ /
� \ I PIN: 7 - -7 \ /
I 0 33 00 860 /
\ \ VO\ ------\�
\\\ \ \
\ 0
\° MATCH LINE \ n v
ZONING: RR
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► 7 0 0
V 0 0 0 0
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I
Revisions
Sheet No.
C3.
1 inch = 50 Ft.
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ir Y/ 0 VT v 0 0 0 0 0 0 0 0 0 v
/ -� • \ / MATCH LINE A -A PREVIOUS SHEET �y`° 0 0 0 0 0 0 0 0 0 0 0 0 0�0
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