SW6220101_Plansheet - Other_20220119

SITE
KRAMER ROAD
SR 1177
� OP
Q 5�ryry P�Ok.OQ-
O,F. s� G
a POMP s� titi°� �ssC S
NORTH
VICINITY MAP
NOT TO SCALE
LEGEND:
PK 0 PK-PK NAIL
EiP Oa EIP-EXISTING IRON PIPE
EIS O EIS -EXISTING IRON STAKE
ENLO ENL-EXISTING NAIL
ERBO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
CI - CURB INLET
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
ss SANITARY SEWER LINE
FM FORCE MAIN LINE
SD STORM DRAINAGE
- - WETLANDS
PERMANENT EASEMENT
X FENCE LINE
TREE LINE
x 208.47' SPOT ELEVATION
BENCHMARK
-___. 'kIM--
D4 WATER VALVE
,C�, FIRE HYDRANT
LuJ WATER METER
® CATCH BASIN
TREE
GRAVEL
SOIL
WETLANDS
330 MAJOR CONTOUR
337 MINOR CONTOUR
PROPOSED SANITARY SEWER MANHOLE
• PROPOSED CLEANOUT
iPROPOSED FIRE HYDRANT
❑■Y PROPOSED WATER METER
* PROPOSED BALL VALVE
H PROPOSED WATER VALVE
• PROPOSED BLOW OFF
Fr -I PROPOSED TEE
j-I PROPOSED 90- BEND
"PROPOSED 22.5' BEND
► PROPOSED PLUG
10 PROPOSED REDUCER
N /F
FLORENCE C. WELLONS
DB 1594, PG 382
/
a3lP\�1
NPo
- - - - - - - -- — - •- - - - - ��- � \_-\_ _ - - - w i■r�� ��i ia- - is Far �— - -\NURSERY RQ_Ap - SR 1 1
—� _ = ■ 95
60' R/W (PUBLIC)
4
�5 8- /a"- —_ = 3 _ 36S 8" - _� — _ — — — a — — �i 1 - -. c� s \� \' �\ `'� =r /' O ��� — — T — — -I` — / / /�/
ERB 5/8" 5 8 CC� 5 = ERB s/ \ U'r ` 4'� _ 9 \ I l \ 1 1
ERB ERB ERB G E �� fi7 = �_ / - 366 �i ` \ _� ■\1 1 Z w w c' d>s �� �O o 0 1 2S — C \ h I V o / / %
II ERB' 0 I ERB 27 - - __ - w ��_ --ter - l - - - -r I� -I-�-L\
\ \ � I o M 1 > 'S_ o� os
o WOODSHIRE PHASE ONE - I - "' ' ' / I J �i - -�
PB 2001, PG 1298 � � - - > >�
I f 4 I f 3 I f 2 I r 1 z �I — ■ \ C �� s \ \ \ \ \ l 111 W '� \\\
5 / �\->, �/ �/ �>/ I : -i as 5/a„ �\ - / / _ w \ \
r .. l
330 - 3 \ \ > w w wo
/ /mil' 340 -- ter- _ \o. \ c / o� \� I I t-� / % W \ \ \ \ \ \ \ \ \ \ \ \ 1 \ 1
_ _ , CA 11 �(, - w W � I ERB ERB - � \
WOODSHIRE PHASE ONE ��- O I \ /
PB 2001, PG 1298 I W I f 26 524 _ , ` 3a1\ M �. W ��� W
I r\%� ,� W II \\ \ \ \ \ \1 \ \ \ 1\ \ \\ \\\\ \ \\\\\ \ \\ 1 1
�//// I I y I I I W W-� W \ W� \ \ \ \1 \ \\ \\ 11 \\ \
I I ERB .�i m 1 \-/ I O \` \ / / / / 6 W , I _ \ \ \• v.`�w. \\ \ \ \ \ \ \ I\ 1 1 1 \ \ \ \ \\ \ \ \ 1 111 \ \
I 1
5/8" I 523 522 521 520 519 518 517 516 515 514 513 512 511 510 509 508 507 506 505 /II'"�. I I I )� I uy " \ \ \ 1 I I I I \ \
ERB N ERB 0 I {1/ 4l`/'�` .. 11 I / // ///�Jl. W v' \ \
/, / II , iI 1 I�� `� W W W� W ♦W W �T�' / W WW ♦\�\ �W f1 ��, WWW„ W1 II \� \ 11 I II I I I I I 1 1 1 1111 \ \\ \ \ \\ 1 \ II 11 1 \\ \�
\ - J �\
DUNBAR DRIVE - SR 224-'o+2:0+0o 1+oo 2+ �u 1 ! �W W W W� W W�
/ (PUBLIC)
— — — —�— — — — — — —
50' R/W PUBLIC T+ T I \ � I\ l W "� W W ) I I 1 I I I I 1 I \ \
� A�_.---,
CI #15077 / `, /2„ 1 /2, +
S SS HARBORWOOD STREET
I - of - - I + 15 ' R/W (PUBLIC & UTILI Y ACCESS) - I + �� v W
TC 368.28 T ERB ERB r , 1 I— + I I W W W W > I I I I I I ( \\ I \\\
INV IN 364.88 1/2^ CI #15001 +
INV OUT 364.71 I RB TC 367.78 II p 8 1no 1no
\�
\ 1 - ��\\ W V• W W W W W ♦W WV. �WV./WV. W��W �V. `\
INV IN 364.55 � W W �{. � y. � � W W \ \
INV OUT 364.49
f /154 1 II / / 1 I 1 l \ \\�\\ �� W W W ♦ W Y W ♦ V �\ L WW W ♦ \ \ \\ \\ \ \\\ \ \\ \\ \\ \ \\\ \ \ \\ -
-� I 455 V,
� 1 2' N
/ ' 456 457 ED- a ED O a O a GD a O GD GD
d'WERBw I 461 463 467 470 6 t W
f/--\1 , J w 1 01
�l t Q I ••-�-
\ 'S \ I 337
153
— - z°Z_ ED\\W lJ r °\ \\ \ \\ \ \
� I a w a %%" ! �
J CI #15085 1 /2 . 1 J — - _ 335 g sp, W W3kp0 / W \ W W W \ \ \\ \ \ \ \
CP
INVCIN636o19 —ERe, / O
_ W 4 \ \ \ \
1 /2i� I . I Ike
\ \ _ _ __ 35. J //''/ / 1/O� a ` 'L� \ W� W V. .L W W V. W W V' W W ..'i W •Q V' W '� \ \ \ \ \ \ \ \ \ \ \ \ / /�
ERB r/152 ,� B 483 482 I , f �< i ._ _ _471 _ i' / �OOp 501 " \
-/ s 33 / / \ W W W W W \
a / 484 O 481 480 1 1 479 478 477 476 475 474 473 472 — — ,/ C' O \ W W W ..oF—
❑
�.xg . 1W W V. �`1 .,, W W V. •/yy. W W W W\ W •�W \ \ \\ \ \ \ \ \ �- / _
z" I ,/ I , _ 4 "i
IN/>. RB\ I I O //
/�/7
I /\ 497
\ol ° S + — _ WOODPINE WAY -
`, ■ 50' R/W (PUBLIC &UTILITY ACCESS)
_ 7 -
\/r495 =-- —_O \ ./i ,���' ab
498 \ ° \ I 82 27b
CI J(8609
%j / /\ I // / 494 //--_ ' `I2 �W WW W`♦ .L V.� WW W\`\\\\`� \\/ //
INVOODT3357.62 "CC WOODSHIRE PB 2006P PG 316 HASE FOUR
INV � 485 I / � ?' 492 493 _ "� �- -- —_ � \ / s UUU � � .. � �. � .. ��. � Wes\• �\� \
\ 351.34�/\ O 486 487 488 489 490 % ' "W / 491 - — —_ \ / % \ •� \(_y \ �\
zer - / O I I I / �/ / CA W �� /Yr / //W_-/ TW W V - W '-
/ I I 1 I I ( W W W V. / / / .��-.a •t" W
h M I I I I / I r( �' ■ W V. .L i "yl W / i /� W W V. V. W W \ / / 2 / 'j4 ��' V. V. W W W V• V W �\\ \ \
G 352 I ( 4 W W ./ W W • W W V V V t +~�
t ( I co I I I I V,I W W W V. W W W / // W W ♦ .,, W W V. W V. W W W W W W ♦ W W W W\ / 2I 2'I1 215 Z
I I I I I I 1 I W V. V. //
I -
1 /2
\ � � / ♦ / J I I I I II � /
�%
1 ERB
� 148 , �►. I CA_I yI I I I I I I I I ' I I I I i I I I III I W W W � V. � V �/� W ♦ V. W W � W W �, V' W W W V. W V W V. W W V 'V � W
` ERB" / 0 �i I I I I/ I J I%I I I I I/ I I I I I I I I ( I I I V V■V W W W V W W V V W W V V W W V V W W B
X O�
ER(/\� \
p \/ 11 W v'�' W V'W „ WW ♦ W W V• V• V•\ W W W W V• V• W ♦ W W W W V• W W W W ,�, W W W W W �W W W i/ / // ' W/_W �, W W W W / W�'1 W V. �1.
CI #V7OO I 1 /2 ` - 5 5/aii
/ 147 1 ERB ERB ERB
HOOD 358.01 / W _
5 8 W V. `L Z• W \ V W V.
INV OUT 355.00
\� 5/8" / ERB ° l i l /O/ II v ` �W ` W — �� \\ ERB 5/8" _ I� f 419
`ERB -- 1 ' / l ERB / \1 ERB ERB I_ _ _ /--� - _ ERB f 42O I
/ \ M / v. 5 8' \- _ \ 5 8 / '
f 182 i l I I 1. I', 1. / 11 l 1 /-_\
/ / (\ I t /(`� / I� _ _ ��434 �\ /-_\ \ / �` /--\� _��t�422 / - / I, �� \ f 418 �.W\
_ 1433 1423 — _ / , \_ _\\ \ ` / / W W •ok
5/a„ ERB i i--\\ \ 5/8"\ \ I 1 \---/ / \ 5/8"' / \I-i/ — — — _ \ \ \\ \\i/ WW W� -
f/-_\ / 1 \ \ \ / ERB — -- _ 1 \\\\
ERa / 435
1. APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY. `� / f/184 \5 8" ERB \ \ \
CURRENT/FUTURE CAPACITY MAY NOT BE AVAILABLE. THIS DEVELOPMENT 5/8" ��_�/ ERB \ \ \ �\ (/ \� �/ \ 1 j - / I� / WOODSHIRE PHASE SIX WW
MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER SYSTEM ERB WOODSHIRE PHASE FIVE \ 1 / \ I' \ 1 - PB 2013, PG 5 W l
TO MEET FUTURE WATER DEMANDS PRIOR TO A PRELIMINARY PLAT, - \ \ ` / I 1 \ / \ \ \\\ \ \\ \\ \ \
PB 2007, PG 948 i f/- \1 �� \ \ \ J� -1 c \\\ \\\\ \\>1 _\ \\\ \ \ \ N/F W� W �W
CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL. /-_\ �436 / ` \ \\ \ f 417 WOODSHIRE PARTNERS, LLC.- . �+
2. PAVEMENT, SIDEWALKS, AND STREET TREES ARE TO BE MAINTAINED BY 5/a" f W W
438 DB 2668, PG 901 W W
THE HOME OWNERS ASSOCIATION ("HOA"). PAVEMENT, SIDEWALK, OR STREET ERa
TREE INSTALLATIONS THAT ARE DAMAGED AND/OR REMOVED BY HARNETT \ ��
<
COUNTY/DEPARTMENT OF PUBLIC UTILITIES/HARNETT REGIONAL WATER OR ITS �� /s 9� �nI OOP
REPRESENTATIVES, AGENTS, OR CONTRACTORS AS A RESULT OF REPAIR/ \ n1 a v /O �LE �\VRIw ��I—
MAINTENANCE OF THE PUBLIC WATER AND/OR SEWER LINE WILL BE REPLACED 5/a, / - �� / = f �� 95�
OR REPAIRED BY THE HOA. ERB
**SEE SHEET G-1.0 FOR UTILITY NOTES.
Know what's below.
Call before you dig.
V o�Gco ICI I tl lfll/I I //
/oo�
0
1 � I
/ •o
6 i
Grrr-
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
IICAR9 �%
.•••• ••.
• 4� SEA
• 0274
OH-7',2�
REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 7
OVERALL
UTILITY PLAN
PIN# 0506-75-8231.000
0506-88-4099.000
CLIENT
1041 B Robeson Street
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1070
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE RELEASED
JANUARY 17, 2022
SHEET NUMBER
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
G4.0