SW6220604_Plansheet 02 - Proposed Conditions_Site Plan_20220926

SITE DATA
PROPERTY OWNER OF RECORD:
TRACT I AND II:
HARRINGTON PROPERTIES OF NC, LLC
2659 SAN LEE DRIVE
SANFORD, NC 27330
NOTES
1. REVIEW AND APPROVAL OF THE PLANS DOES NOT RELIEVE THE OWNER, CONTRACTOR,
OR DEVELOPER FROM MEETING ALL THE REQUIREMENTS OF THE HARNETT COUNTY
UNIFIED DEVELOPMENT ORDINANCE, AND ANY OTHER STATE AND FEDERAL
REGULATIONS AND APPROVALS.
2. ALL IMPROVEMENTS OR EXTENSIONS OF PUBLIC INFRASTRUCTURE UNDER THE JERRY \ I
JURISDICTION OF THE HARNETT REGIONAL WATER (HRW) SHALL BE IN STRICT W, PRINCE &
MELISSA
ACCORDANCE WITH THEIR REGULATIONS, POLICIES, REQUIREMENTS, AND D, PRINCE
SPECIFICATIONS. D.B 355553, PG, 226
MAP`# 2002-751
PROPERTY ID: 3. PLANS BASED ON PRELIMINARY SUBDIVISION PLAT PREPARED BY J THOMAS — — — EIP do PIN 9681-61-1975,000
ENGINEERING, DATED DECEMBER 28, 2021, AND CONDITIONALLY APPROVED BY THE — — —
TRACT I: TRACT II: HARNETT COUNTY DRB ON FEBRUARY 9, 2022. I /
HARNETT COUNTY, NORTH CAROLINA HARNETT COUNTY, NORTH CAROLINA 4. TOPOGRAPHIC FEATURES SHOWN ON THESE PLANS ARE FROM THE COUNTY'S LIDAR N 84°48' 41 , W / \
PIN NO.: 9681-50-4492 PIN NO.: 9681-61-1364 DATA. THE OWNER'S SURVEYOR SUPPLIED FIELD LOCATIONS AND ELEVATIONS IN 113 ,43' GRADER
PARID: 139681 0024 PARID: 139681 0024 01 CERTAIN AREAS WHERE MORE DETAIL WAS NEEDED FOR DESIGN. / BLADE
DEED REFERENCE: D.B. 4093 PG. 784-789 DEED REFERENCE: D.B. 4093 PG. 784-789 J � � ) Y�
ZONE: RA-20R ZONE: RA-20R 5. THE PROPERTY BOUNDARY SHOWN ON THESE PLANS WAS PROVIDED BY THE OWNER'S A
,
o � \ TE
SURVEYOR.
46.0 AC (BY DEED); 50.58 AC (CALCULATED) 25.0 AC (BY DEED); 26.77 AC (CALCULATED) 20
0 ROSSER PITTMAN ROAD; BROADWAY, NC 27505 0 ROSSER PITTMAN ROAD; BROADWAY, NC 27505 6. OWNER TO OBTAIN CONSTRUCTION EASEMENTS/AGREEMENTS PRIOR TO ANY OFF -SITE
WORK (IF NECESSARY). 21 19
SITE INFO: 7. OWNER IS RESPONSIBLE FOR THE DESIGN AND OBTAINING PERMITS FOR THE C���� o I OVERLAP
INDIVIDUAL SEWER SEPTIC SYSTEMS REQUIRED FOR EACH LOT. THE LOCATION OF THE
SEPTIC SYSTEM DRAIN FIELD AND REPAIR AREA SHOULD BE STAKED IN THE FIELD SO GoN`` \ �G
TOWNSHIP: UPPER LITTLE RIVER TOWNSHIP THESE AREAS ARE NOT DISTURBED DURING CONSTRUCTION. ���P �"X'�n `' \ A B 4
LANDUSE CLASS: AGRICULTURAL AND RURAL RESIDENTIAL (2016 PLAN) ��/ 22 \ 4'1G
ZONING CLASSIFICATION PROPOSED: RA-20R (SAME AS EXISTING) 8. THIS PROPERTY IS LOCATED IN ZONE 'X' ON THE FEMA FIRM MAP 3710968000J DATED o�� \ \ 96�13
PARENT TRACT PROPERTY ACREAGE 10/3/2006. \ 6
18
(COMBINED TRACTS I AND II): 77.41 AC (0.29 AC IN R/W); 77.12 AC (NET) g. JURISDICTIONAL STREAMS AND WETLANDS HAVE BEEN IDENTIFIED AND LOCATED BY
PROPOSED NUMBER OF SINGLE FAMILY LOTS: 69 LOTS THE OWNER'S CONSULTANT, SWCA ENVIRONMENTAL CONSULTANTS. A PORTION OF THE \ \ 9��0
LOT SIZE REQUIRED (MINIMUM): 20,000 SF JURISDICTIONAL WETLANDS ARE WITHIN THE PROPOSED LIMITS OF DISTURBANCE (SEE OS \ / /
LOT WIDTH REQUIRED: 80 FT TEMPORARY EROSION CONTROL PLAN, SHEETS 9-11). US ARMY CORPS AND NCDEQ . . . . . . . . . . . . . . . . . . 0$ .
PERMITS ARE REQUIRED FOR ANY IMPACTS TO JURISDICTIONAL WATERS.
FRONT SETBACK REQUIRED: 35 FT • . . • • • • .WE�r-4NDS W
REAR SETBACK REQUIRED: 25 FT I LEMMOND FAMILY LIMITED PARTNERSHIP m
SIDE SETBACK REQUIRED: 10 FT AIN 9 >I S COX /
3
D.B. 1062, PG 47 THRU 49 . • . • . • . • . • 0
OPEN SPACE AREA REQUIRED: 7.7 AC (10%) I PIN 9681-51-4420.000 23
I 17
OPEN SPACE AREA PROVIDED: 32.43 AC (42%) ICID . _ o / /
ROADWAY OWNERSHIP PROPOSED: PUBLIC (NCDOT) 1 F . • . • • • • • • • . • z
I (n HARRI GTON P OPERTIES OF NC LL-C- - - - - - - . . .
ROADWAY R/W WIDTH PROPOSED: 60 FT (60 FT RADIUS ON CUL-DE-SAC) I o TRA III, D. 93,- PG_ 734. 7 [H Lf 7g9 • - • - - - - . . . /
ROADWAY R/W AREA PROPOSED: 7.7 AC +/- 9681-6 00. . . . . . . . . . . . . . . . . . . . . S 16
ROADWAY LENGTH PROPOSED (PUBLIC): 5,320 FT +/- I . . . . . . . . . . . . . . . . . . . . . . /
WATERLINE OWNERSHIP PROPOSED: PUBLIC (HARNETT COUNTY PUBLIC UTILITIES) I P /
I WETLANDS . • • • . • . • • • • • • • ' • ' • ' • ' • - • • - 24
WATERLINE LENGTH PROPOSED: 5,660 FT (+/-) o
WATERLINE DIAMETER PROPOSED: 2-IN AND 6-IN I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I /
SANITARY SEWER OWNERSHIP PROPOSED: PRIVATE (INDIVIDUAL SEPTIC SYSTEMS) 15
OVERALL DWELLING UNIT DENSITY: 0.90 DU/AC
BUILT -UPON AREA (3,500 SF LOT): 8.7 AC (11.4%) (LOW DENSITY)
I 50 14 EIP
49 48 25 /
C�l
J — 13 /
BANEBERR Y — — J
51
C- /
. PLA CE PUBLIC R/W (60') �� qQ / Q
I N 86°32'57" w 12 ��� M� o� Z /
1155,32' 5
I LOT 5 ATBASE26
TROY WILLETT Q'ti /
I P,C 99, PG, 247
P,C 99, SL, 658
PIN 9681-40-2835,000 • • • • • • • • • — — — — —� — — 11 /
_ ............... I - �7 - / O
Os
. . . . . . . . . . •WETLANDS
1 / � HARRINGT❑N PROPERTIES ❑P NC LLC
TRACT I, D.B. 4093, PG. 784 THRU 789 ' 1 10 Oq
I PIN 9681-50-4492.000 . . . . . . . . . . . . . . . . . . . .
I Li
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CD DS I 9 z
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ILOT 6 VEGETATED BUFFER 129
TYP `O I �
TROY WILLETT & ( ) I
J❑YCE W. PH . . . 64 ` Q /
/ I ILLIPS S� I I I f _ _ — — — N❑W OR FORMERLY
/ D.B. 1403, PG. 183 8 / OLIVA MINTER
_ 43 I Q / 4 AC +-
\ \ / PIN 9681-40-3548,000 SAGE DRIVE PUBLIC R/W 60' __J UJ I I 30
\ �
69 68 42 1 31
LOT 7-A EIP 13 1 67 63
..
I I 66
J❑E. 1 W. PHILLIPS LANDS
D.B. 1409, PG. 290 —\ — 1
P.C, 2000, SL. 213 — _ 41 --- I--- — — — — — /
Q
EIP �
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3
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\ IN 9681-40-2375,000 — 32 OVERLAP
WE. ANDS-••"- O. —
\ \ \ OS — ' 62 I I 5 I HATTIE LEE ❑CLTREE TIMOTHY ❑CLTREE
/ LOT 7-B \ _ . . . . . - . . 1 WILL 9I- 27 D B. 3587, PG 297
/ JAMES A. PHILLIPS 3 . . . . . . . . 40 1 PC# C 1PG. 71 LOT #3-A
1 1 D.B. 1415, HI 47 59 I I 33 1 - MAP# 2018-66
PIN 9681-80 6286.000
PIN 9681-60-8242000
1 P.C. 2000, SL 213 � 60 - - - - -
PIN 9681-40-2108,000 . . .W�rLADS 4 1 N 0.6 39'43" E
39Ri
1
58 MILDRED PLA — — 3
I LOT 8 TLANDS PUBLIC R/W (60' I I `
) J
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I I J❑JAMESWA PHI LIIP & T , I
LLIPS I 35
1 I i D B 3260, PG 610 57 I I I 1
I 56 I I 2
1 P,C, 99, SL 658 —
I � IN 9680-49-1972 000 CP • - 55 �� I
I S 01°51'07" W _ S S 86°56'28" 54 53
1 43,18' SIF A� E 763,28' I I 37
1 I � � I I—
/
224, 09 36
1 / 58 1 1 EASEMENT 30' X 30'
^I / o CHUCK LEE MCLE❑D / / S 8�13" E RBS ALLTELL
NEB\' v/ _ o D,B, 2934, PG, 898 / 442 42' S 8
1_ I - 4 47 09' E N EXHIBIT A
= 00 00 I PIN 9680-49 7813,000 GEORGE W❑MACK — I
�1 _ _ _ — D.D, 1618, PG. 559
~ THELDORA WOMACK T❑MAS R
D,B, 386, PG. 46 RUBIO MARTINEZ & R%W — — = 1
Y o PIN 9680-49- 63CY NALLELY KNIGHT ROAD SR 1279 60 R/W
�l /i NCB 9 P I o CD 9852,000 D,B, 37 — — —
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1 I 1/ �NIGNNERS�6 PGA ��,3��5 3 z q / IN 9680-59-3860
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1 I 1 868 ----�—_ __—__ 79761'
1 I PIN �' ���---_ ------ I 1
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SCALE: 1" = 120'
i
DEVELOPER:
HARRINGTON PROPERTIES OF NC
2659 SAN LEE DRIVE
SANFORD, NC 27330
PHONE: [phone]
CONTACT: MR. BRANDON HARRINGTON
J THOMAS ENGINEERING, INC.
CIVIL
ENGINEERING
& PLANNING
143
Charlotte
Avenue,
Suite
104
Sanford,
North
Carolina 27330
[phone] phone
www.jthomasengineering.com
license
no.
C-3389
PROFESSIONAL ENGINEER'S SEAL
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REVISIONS
13 JUN 2022: PER COMMENTS RECEIVED IN 1ST
SUBMITTAL TO REGULATORY AGENCIES.
26 SEP 2022: PER COMMENTS RECEIVED FROM NCDEQ
STORMWATER.
AGENCY REVIEW ONLY
Scale:
Drawn by:
SEE SCALE BAR
JRT
Sheet:
Designed by:
JRT
2
18
Reviewed by:
JRT
of
Project Number:
Date:
21-002
30 MAR 2022