NCC243066_Site Plan or Location Map_20241004

LEGEND:
Book of Maps 0 Ex.Property Corner
SITE DATA IMPERVIOUS SURFACE (S.F.) BUILDING SETBACKS B.M.
D.B. Deed Book New 3/4"Iron Pipe
(R_80W PG. Page
) S.F. Square Feet 0 Calculated point
CLIENT/OWNER JW2 BUILDING COMPANY, LLC HOUSE 4026 FRONT 40 AC. Acres Fence © Water Meter di
DRIVE/WALK 3465 —w— Wat r pipe Q Sanitary Sewer Cleanout '
o SITE ADDRESS 13613 OLD CREEDMOOR RD. —ss— Sanitary sewer pipe S Sanitary Sewer Manhole
SIDE 20 —SD— Storm drain pipe
o PIN 0881 98 9578 POOL PATIO 700 —ou— Overhead utility © Power Pedestal
o� DEED D.B. 19500, PG.176 CONC. PATIO 487 REAR 30 Power Pole
NC GRID(NAD 83/2011)
- <u`` REFERENCE CORNER 40 Telephone Pedestal
o TOTAL 8678 © Cable Pedestal
o„ SUBDIVISION RANSDELL PROPERTY © Gas Meter
PLAT REFERENCE B.M. 2023, PG. 1789, LOT 7 MAX 19437 ❑H AC Condenser
0 40 80
LOT SIZE 2.96 ACRES
1M
ZONING R-80W
LOCATION MAP EXISTING USE VACANT 1" =40
1"=500'
PROJECT
LOT DEVELOPMENT PLAN
I �
13613 OLD CREEDMOOR RD.
BARTON'S CREEK
—— __ TOWNSHIP
S 88°48'44"E 105.14'
r_
WAKE COUNTY, NC
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I i \ CLIENT/OWNER
LOT
JW2 BUILDING COMPANY, LLC
I I `` 2125 PINE DRIVE
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, RALEIGH NC, 2 608
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S\/4 /4 F S8
bi 1 .
N ,, / DATE
',.7`' I I /• JULY 03, 2024
o I \`` / 1. ADDEDSILT FENCE,
AND
TRIANGLE LAND CONSERVANCY g -S • C ,OUTLETS
PIN:0881-98-0129 z I / 07/25/24
B.M.2023,PG. 1639 I h \ CONSTRUCTION ENTRANCE
/ / 2. REVISED DRIVEWAY PLACEMENT 09/06/24
LOT 7 5. - •
129,094 S.F. \ / EX.30'x50'
•
2.96 Ac. 26.0, JOINT DRIVEWAY
\ ./ r ACCESS EASEMENT
w 300, PROP. /-. 1 ,
z POOL
I w zo IN p I 190, 20.0' PATIO PROP. /
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SEPTIC a h co
Ir 25.0' I REPAIR AREA 23 p' 63 23 7j /
2 PROP. 4 / os
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0. CONC. 168 a411r*r /
INITIAL SEPTIC 3p'0' PATIO PROPOSED HOUSE 1533 �w '/
SYSTEM AREA S.T. 23.0' 2.34 29 p, /
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PRO ECTION ONE / OO -/° L-3841
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LOT8 I I _ % Q
I I •
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I I JESSICA M.&DAVID C.TUCKER JR. •
I I D.B. 15090,PG. 1�1 I
I I
I I •
I I ' CURVE TABLE —
• CURVE RADIUS LENGTH CHORD BEARING ez TAYLO R
I I IC1 658.61' 117.37' 117.21' S 23°19'25"W LAND CONSULTANTS.PLLC
• License#P-0829
I _ I LINE TABLE 1600 Olive Chapel Rd.,#140
I — _ LINE BEARING DISTANCE Apex,NC 27502 [phone]
SURVEY NOTES: i _ _ I L1 S 28°20'26"W 32.89' p
I •
_ • SHEET TITLE
1. ALL EASEMENTS, RIGHT-OF-WAY'S, BUFFERS, SETBACKS I
AND ADJOINERS,ETC.,REFERENCED FROM BOOK OF MAPS SITE
2023,PAGE 1789 UNLESS OTHERWISE NOTED.
SHEET INDEX: PLAN
2. SURVEYOR HAS MADE NO INVESTIGATION OR
INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, C 01 SITE PLAN
ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP
TITLE EVIDENCE OR ANY OTHER FACTS THAT AN C-02 EROSION CONTROL PLAN SHEET NUMBER
ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. C-03 QUAD &SOILS MAP OVERLAYS
A-01 -A-15 EROSION DETAILS C'1
Z:\Projects\JW2_Building_Company\OldeCreedmoor(13613)-24476\Lots\Lot-7\24476_Lot_7_SP.dwg

I TYPICAL CONSTRUCTION SEQUENCE FOR SINGLE FAMILY
LOTS SEDIMENT AND EROSION CONTROL NOTES:
• LOT GRADES WILL CONFORM TO EXISTING
1. Wake County reserves the right to require a site specific TOPOGRAPHY. di
EROSION AND SEDIMENT CONTROL erosion control plan to be prepared and submitted for the • TOTAL DISTURBED AREA= 35,369 S.F. (0.81 AC.) '
NC GRID(NAD 83/2011)
Qo' 30 day review cycle.
2. As of April 1, 2019 applicants must apply online for NCG-01
�� APPROVED PLAN Permit coverage from NCDEQ. This requirement is in addition
`�o DATE to the Wake County land disturbance permit.
UQ� 3. Obtain all necessary permits and certificates. Download
p PERMIT NO. S- standard sediment and erosion control plan for single family LEGEND
o" lots from www.wakegov.com .
Wake County Environmental Services 400 EXISTING CONTOURS
4. Install tree protection fence if required. Install gravel
Sedimentation & Erosion Control construction entrance, silt fence, silt fence outlets and LD LIMITS OF DISTURBANCE 0 40 80
[phone] additional measures as needed. Clear only as necessary to SF/LD SILT FENCE/LIMITS OF DISTURBANCE � � 1M
install devices. Provide groundcover for all disturbed areas. DRAINAGE DIRECTION
LOCATION MAP 5. Call Environmental Consultant for an onsite inspection by the n SILT FENCE OUTLET 1" =40
1"=500' co ,,m ENVIRONMENTAL CONSULTANT SIGNATURE Environmental Consultant to obtain a Certificate of
Compliance.
PROJECT
om
EFFECTIVE:8/23/17 p
6. Begin construction, building, clearing and grubbing. Maintain
erosion control devices as needed.
• 7. Stabilize site as areas are brought up to finish grade with SURACE WATER CLASSIFICATION
I vegetation, paving, ditch linings, etc. Provide groundcover for
denuded areas per NPDES Ground Stabilization Timeframes. STREAM INDEX: 27-(5.5)
I 8. When construction is complete, and all areas are permanently STREAM NAME: NEUSE RIVER
• stabilized and erosion control measures are removed, call (Falls Lake below normal pool elevation)I LOT DEVELOPMENT PLAN
Environmental Consultant for an inspection. STREAM CLASSIFICATION: WS-IV,B;NSW,CA 13613 OLD CREEDMOOR RD.
I 9. Obtain a Certificate of Completion. RIVER BASIN: NEUSE
BARTON'S CREEK
I S 88°48'44"E 105.14' TOWNSHIP/
o-- I --0�„ ( WAKE COUNTY, NC
I
\ �) \
1 i \ — ,S\` /, /./ CLIENT/OWNER
N
_ 380— /�\ LOT6 /
JW2 BUILDING COMPANY, LLC
,\ ./ 2125 PINE DRIVE
I I / / RALEIGH NC, 27608
S7
`� 0° 14
( \ F S84 8p / / l
M •
I I I \,�,
N /� / / DATE
,,, I / l� i4a /' JULY 24, 2024
/ /� ... DISTURBED LIMITS /
0 1 \ \ I // / =±35,369 S.F. / REVISIONS
TRIANGLE LAND CONSERVANCY o I _ _ / \ • / 1. ADDED SILT FENCE,OUTLETS AND 07/25/24
PIN:0881-98-0129 z — — — _ _ _ / .37.11
/ • CONSTRUCTION ENTRANCE
B.M.2023,PG. 1639 t — — — — — — _ / '` �S /
�� /
390 LOT 7 // b\
. `
------ ` / 129,094 S.F. � /(0 / EX.30'x50' /
2.96AC. i � // SF/Lp JOINT DRIVEWAY
/ I V / ACCESS EASEMENT
/
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SEPT! - 0 "`tee.
25.0' I \\ / \\ 7- -R PA11/AREA /SFI� / / /
t 7 --
/ ' I N\ , — — _c I\-� INITIAL SEPTIC Y /
\ — SYSTEM AREA S.T.i /
�c /
o—_ N _ J/ _400' / 10'X 30'TEMPORARY
.� — /' 7 CONSTRUCTION
' / ENTRANCE
_ I �SF/D.__ /
PROPOSED / /SF1Lp�_ WELL /
N 83°04'39"W 320.62 —— /1 SEA�•SEILD. _ •Osza AREA =O� / / OQ
_ EX 25'T D�SEILD y<i ki
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1 VEGETq�7/ON' SE/L�� �/
PROTECT/0/VZONE ' /L,� ,., },moo / /oQ� O vQ
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LOT I �__........4(�/ OI
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I I JESSICA M.&DAVID C.TUCKER JR. :
PIN:0891-08-1440 I
I D.B. 15090,PG. 1321 I
I• I I
I :
I I I CURVE TABLE _
I I ' CURVE RADIUS LENGTH CHORD BEARING ez TAYLO R
I I I C1 658.61' 117.37' 117.21' S 23°19'25"WmLw LAND CONSULTANTS.PLLC
1 • — License#P-0829
I __ 1 LINE TABLE 1600 Olive Chapel Rd.,#140
I ,
LINE BEARING DISTANCE A ex NC 27502 [phone]
I I I L1 _ S 28°20'26"W 32.89' P
I _ SHEET TITLE
EROSION CONTROL PLAN
SHEET NUMBER
C-2
Z:\Projects\JW2_Building_Company\OldeCreedmoor(13613)-24476\Lots\Lot-7\24476_Lot_7_SP.dwg