SW6220101_Plansheet - Other_20220119 (3)

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515
PAD 347.30
9+36.32
TOP: 346.13
INV: 341.13
I
U
W8
\ \ \ \NUMZ FERY ROAD 'SR 1117
`60' R/W (PUBLIC)
M
-28o__ �l
_ - - - --
INV.,
\� - - - - - -- - -
��2so - - 285 --- _� ----- 375_04'
-_-------
1-1
t� < < _ < ` / / / / INV - _ -
'
CC
I I Mom` _=-_ - �> / r \ \ \ \ \ j 5// // N I \ I� •
- -
RIGHT-OF-WAY
' I o 000�\ \\\\ \ I II.II I 1 ss SANITARY SEWER LINE
0o o s � FM FO
\ RCE MAIN LINE
U- -� \> /-- so STORM DRAINAGE 320 - / / `/_ / = _ �� �- / - \ -\ \_ \ \ I I \ Imo/ - _ / / / / I 1 I - - WETLANDS
PERMANENT EASEMENT
X FENCE LINE
IN V, \�
- i - -_ --..-♦.-.-..- TREE LINE
335 - �� \ \ \ \ \ \ \ \ \w \ 1 I ( I x 208.47 SPOT ELEVATION
330 a\ °a 1\ CA \ 1 1 I, I I BENCHMARK
340 _ \ \ \ \ \ I \ �° \ \ I I �I�♦ I - I I I l \ \ \ I I r_ ♦ M D4 WATER VALVE
L - - = \ \ - ` \ \ \ \ \ \ \ \ \m \ \ \ \ 1./� \ 1 l 1\ i i
by�\\=\\I I I / // // '� I\ \\\ 1 \ I IAFIRE HYDRANT
Tti\ I / \ y❑o WATER METER
\(D TREE
ti/I/ll�I�\I rc ® CATCH BASIN
I \ =t, �9• GRAVEL
514
513
512
511
\
510
509
508
"
507
-
- J
PAD 345.15
PAD 343.00
PAD 340.85
PAD 338.60
PAD 335.20
PAD 329.90
PAD 323.70
\
PAD 317.40
1
\
111"\
I MH-5
,n-Ia 70
,n+7F V)....
„+oa
40
,1+,c 71
,z+zr 70
,z+Fa V)\
,n+tea
70
- '
,a+oF z�---.... INSIDE DROP 5
...__-.--
SOIL
/V-/ WETLANDS
I / %% �i// V1/ / // 1/ ) \ I I g, �v - MAJOR CONTOUR
V, `� MINOR CONTOUR
/ • ♦ � � V, / 1 / / / RV, V, � PROPOSED SANITARY SEWER MANHOLE
V, V, 1 / % / I • PROPOSED CLEANOUT
V, V, % / / / I �� W PROPOSED FIRE HYDRANT
1 A� V, V, / L�J PROPOSED WATER METER
V, � V, � � �`,PROPOSED BALL VALVE
� � � �` � H PROPOSED WATER VALVE
F-,F 40 I ��_ `•a • PROPOSED BLOW OFF
TOP: 342.63 TOP: 341.83 1 °n-Y TOP: 338.32 TOP: 337.50 / TOP: 331.01 TOP: 329.27 TOP: 319.17 TOP: 316.83 �rvn, irvi�RivR I TOP: 306.57 TOP: 304.24 1 I is V, V,
NV: 337.63 INV: 336.83 11+52.32 6.00 L INV: 333.32 INV: 332.50 5' UTILITY EASEMENT INV: 326.01 INV: 324.27 INV: 314.17 INV: 311.83 15+41.36 6.00 L INV: 301.57 INV: 299.74 \ / v' �/i �/ I2IPROPOSED TEE
-..-..-..-..- RIM 339.13 -. -..-.. RIM 312.62 -..- -. V, V,
- _} - INV IN 330.85 (MH-3), - - L - - - - - - _ INV IN 304.85 (MH-4) _ - - - MH-10 1 0 _ ` I �+ j I PROPOSED 90' BEND
.1.
INV OUT 330.75 (MH-5) INV IN 298.35 (MH-10) �-
329.36 INV OUT 298.25 (MH-7) 16+41.32 6.0 L ` V, V, V V, ,,
RIM 303.62 \ "PROPOSED 22.5' BEND
INV OUT 298.85 (MH-5) V, PROPOSED PLUG
390.00 LF @ 3.18% 8" SDR 35 PVC 334.83 334.08 CI-10 389.04 LF @ 6.66% 8" SDR 35 PVC ' I♦ V, V, V, V, V, ` PROPOSED REDUCER
CI-14 CI-44 A
V
SS S • S_ SS SS SS SS SS • SS • ,
1 ioo - - 1 <i _ HARBORWOOD STREET _ 1 +00- 1 00 15+0 �8"X8" TEE' 99.96 LF @ 0.50% 8" SDR 35 PVC � I I- 1 +96.32 ``
CI-15 8 GV 15+18.8 o I FH ' 8" GV ICI-45 \ W
50' R/W (PUBLIC &UTILITY ACCESS), \ ♦� V,
5.90 336.14 CI-11 CI-13 316.75 315.15 15+13.8 0+17.5 I 15+70.8 16+31.0 \ \ t \ V, V, V, V, V, �, V, V,
W81 W8 W8 W8 8 W8 81 W " $ W 8" PLUG &TAP \1 \\� \\
f�ij
/ 332.83 332.18 327.76 �326.60 R„ QV 0- n W/ 2" BO 1 \ \ 1 v_ I 4 D S i
-- -- -- ---�1--7 - -- -- -- -- -r -- -- - -- T� 8"lGV --r -�_ -6J6.3 \ 1 1 I' _ `, V, '
9+96.32 10+16.32 11+36.32 11+56.32 12+76.32 12+96.32 14+16.32 14+36.32 0+22.5 �// - I . - .. �� - .. - .. \I�I1'\I I ♦ 1 V- c°
TOP: 344.34 TOP: 343.73 ITOP: 340.05 TOP: 339.43 TOP: 334.94 TOP: 333.80 �� TOP: 324.29 TOP: 322.49 \ I I ♦1 1 �' , V N
INV: 339.34 INV: 338.73 INV: 335.05\ INV: 334.43 INV: 329.94 INV: 328.80 \ INV: 319.29 INV: 317.49 DRAINAGE \ 15+28.8 I 310 1 1 1 V, V p
\I ) I �� 1 I EASEMENT I I \ 0,\ c
PAD 347.00
463
LEGEND:
PK O PK-PK NAIL
EIP 00 EIP-EXISTING IRON PIPE
EIS O EIS -EXISTING IRON STAKE
ENLO ENL-EXISTING NAIL
ERGO 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
/ ® 8" PLUG & TAP 2"
/// 2+12.9 QC V,
�Fys \ \ \ \ \ \ \ . INV OUT 269.25 (MH-18)� V,V,,� V,� V, � V,V,�
/ a�tK / . / , To �\\, I GTG,IQ�T I \ \�F%� T s \ \ \ \ \ \��`� \ \ \ \ V, `� V
PAD 316.75 I I' ��i' \ 9 \ L \ PAD 306.90 h 4, \
PAD 319.90 I CI-38 / / / o9s� C�C� �q �,p� \ , \ \ Q \ �' VV V
6 j \ \ J� �'' I i�G,o xsr6, \ I \ \ V. V V� V /
MH-)5 • & ' DRAINAGE \ _
o�o� FES-48 \ \ 1 \ \ \ \ V, V
-/-�� �G 10+95.13 0.00 // Gj\ OL '� s EASEMENT ® \ 1 \ \ \/1 V, V \ ��
NIV IN 3 07.55 (MH-14) ' / / /CiT� \\ \ 6� N°j° \ ry�� ! \, \ I I I I / ��
J INV OUT 307.45 (MH-16)
11 9+5a?9 / 6°I° / PAD 314.35 F
I _ 7+20.69 7+40.69 8+60.69 8+80.69 317 67 O� 32° i / t! S
TOP: 326.50 TOP: 325.55 TOP: 319.92 TOP: 319.19 TOP: 67 ® / - CI-4 \ S \ \ N \ \. I I I I 1 I I /
3,2. /32 /�. / / / / �/ tiT \ \ _'.�j� I I \ III\ 1 I `, / / / `�� / >� I \� - - NV: 321.50 INV: 320.55 / - / - - - 1 INV: 31/4.92 INV: 314.19 - - 1NV' - O$ / - - \ I \ ^ / /
/ / - CI-31 _ IF j .43/ \ I I ) I I \� / / �/ / / V' / f� / / I w I
c1-29 ,ok - _ - 11 /� I 1 11 ( \ \ ( `�/ / / `� / / / �j� �l 7"�I
243.28 LF C� 3.54% 8" SDR 35 PVC �.=1 _ _ - 497 MH-9 �r /
SS • SS !Q S SS - ko� 6° - - - - - - - 4+18.52 5.00 L / �j 1 I I I \ 1 \ I V, / / / / / / / ♦ , /
7+0o WOODPINE WAY +oo RIM 301.92 V- / / V- V,
I - - 1 P. 5 1 - - - - - - - - INV IN 292.60 (MH-8) / / / / /� /
22.5° BEND M+24 69 6.00 L 50' R/W (PUBLIC &UTILITY ACCESS) / MH-14 CI-34 /x22a5o9 - - - INV IN 301.75 (LOT 499 & 500) CI-42 1 \ \� I / % / /
FH / 9+68.46 0.00�T� �'- o ��6 09 - - *POSSIBLE - - \ I� / \
22.5° BEND i +87.9 -RIM 325.89 316.71 7+85.7 RIM 317.28 �/ i SOP. yo9 - - - INV OUT 292.50 (MH-17) JB-60 I \� 1 1 I \ ( / / / S
/ INV IN 317.05 (MH-12) GRINDER - - / / I I I \ \ \ \ ( I I V, ^ /V \
6+71.0 CI-30 --,,INV IN 308.35 (MH-13)j/- �N % 297.26
INV OUT 316.95 (MH-14) -r -INV OUT 308.25 (MH-15) PUMP LOT -
- --�- -- -- -- - /// 1 I \` 1 V,
-.. _ .. - 6 �� 9\ r 2„ BO , , I 1 \ \ \ -� r ice•\_ \ \ \
J- - PAD 307.95 i �° 295.73 I
- - 7+75.69 5' UTILITY EASEMENT 8+75.69 8+95.69 1 - ° s 4+49.0� \ _ \ \ \ \ \ �� . \ \
TOP: 324.94 TOP: 319.33 TOP: 317.86/ *POSSIBLE 495 s �\ V�
_-INV: 317.94 INV: 314.33 INV: 312. GRINDER - - - - \°s I I n I
i R \ \ 294.18 . O r'� Grp I 1 �\ 2 ��� �S 27\ \ V_
/ PUMP LOT - - - - - -- - - 498 / /TOo X�e. / o / N cn 8) 2
------ _ 6 2" GV / /> I I I 2gS 283--�81 \
- - *POSSIBLE / / *POSSIBLE _ - ��
GRINDER GRINDER - - - - - - - - - - - -/ / / / ?906y4 OP.53. 0 91 4+48.9 �ws \� / Icy` I \ \ -� \
PUMP LOT 494 _ - - - - / 1 99.76 / / / \s 1 ��/
*POSSIBLE / / PUMP LOT O - - - - - - / / Nv. 2 / / / 287 \ \
GRINDER / _ _ �05 / / / / � ' 283 285 I I
PUMP LOT 492 - 493 _---- _ �� /------- ,/ / \ /
PAD 304. 0 , / \ N /
_i//i-- �F -1 // PAD 302.00 / / / I
- - - - - - - - - V, V, ♦
V, V, V,� 499 / RI-58
V, V, /' / iLa, S-59
VI V, V, `♦
® / /r-L rT �1�����-••� ,/ �� ` V, V, V, V, ♦
V,
/
GRAPHIC SCALE V_ V_ V_ V_ ` �� / / / �/ , ��
\\\ // / / �� j j5 .�
40 0 20 40 80 160 V, ♦_ \ \ \ / 30° I . y - -/2 I \
Know what's below. �4-1 C4 2 V, V, `� �� - / / / / O I '/ '� �_ %_ _ a2��a � �a - -
1 Call before you dig. 1 _
1 ( IN FEET ) �- -�� �= I V, r + / • ` - V,
1 inch = 40 ft. SHEET KEY
V, 1 1 1 5/8„
1 1 - / ERB \
� 1 -
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 /
` - • 1 ERB
476
PAD 333.10 /
6+00.69
TOP: 332.23
INV: 327.23
�ON T -- /
SS
CI-19 cCi1 Cl-�18 �M� 315 w ; \ 1 \ \\♦♦\ ` p
O I N 11 �. l \\ \\V, V,
V, �
DRAINAGE I I \ \ 1 l2
\ w JB-46 �\ \ \ V� P�83
I I, ,f EASEMENTi I I 1 504 \ 315 1 \� \ \ \ \ \ .\ '�• \
I I . PAD 316.95 I I \ \ \ ��\ \ • • NG
I I\III I 1 1 I \ \ \ \ `p .o
�I I + MH-7 1 1 \� \ \\ \ \ \\\\ \\ \�\\ \\ \ , \ Z', \yam `Cps1Of, i
1 ` \1+11.32 5.00 L I \ o
RIM 315.72 I 1 \ \ \ s� \ \ \ \ \ \ \ \ \ �� , s� or /
INV IN 297.65 (MH-5) \ \ ; \° \ \ \ \ \ \ \ I I
l/T \ • _A INVUT 297.55 (MH-8) V O\ \ \ o V � �� V, ��
\ 6 I \ \ \ s \ \ \ \ \ \ \ \ \ 11� �,
I v w\ k V A V\ V A A\ V AV A V v A\\v \v A A\ I I I I � V, l
I I -'17 - \ I 1 1 1 \ ® A\ \\ \\\ \ V A v A A v\ 1 I I I V,\ / / o v'w
57.99 LF @0.52% o CI-� 0 \ \ \ V A 0 1 I 1 1 - I 0 PSG V -�
jp
os °o I °0 8' SDR 35 PVC ��� \ \ °q x\ \ \ \ \ 1 ♦'goo?
90 r V
MH-16 s \ \ � .. r 316 503 \ \\\ **TESTING METHODS MUST MEET ' I 2% $ G
12+35.60 0.00 1 cP, O \ \ \ \ �- 1 /
\� � � �\ \ I `WATER MAIN STANDARDS FOR � / ♦ '
340 {� - - - - - - - - I ( ) 8„ G� �o \ °s T \ \ \ \ PIPE BETWEEN MH-17 AND MH-18 _ / \ \ 3 $ \ /\
RIM 316.84
INV IN 305.65 MH-15 \ s \ 42' 1
INV OUT 305.55 (MH-8) 1+68.8 'ti°� x \PAD 316.95 \ \ \ \ ♦ \ / 1 ko0 c `
;I-35' \ G.�,os�s MH �8 ,12 \ \ w \ \�. , I I 1 1 1I�11 \ \ _ 3 �\ \ \�` \�q I
GV • 1 \ A x INTERIOR DROP - 5' DIAM \ \ \ \ \y. \ �� \ \ \� ` \ ( I 1
/ ! I 12+41.8 8" GV 2 \\ EPDXY INTERIOR \ \ \ \ \ \\\ \ ` I II I P-� \ �\ \ ' \ `-
/ 1+87.4 0 \ 12+72.08 45.08 R \ ^� \\ cos \ \ � �\ 6 \
INVININ 297.10 MH-7 502 \ w°o \�\\ oo� \�� ♦/�c�,
CI-36 ( ) � \
/ - 7 / E" :. CI-37 S� INV IN 305.25 (MH-16) \ \ \ \ \ \ \ MH-17 V V, \ `L v
DRAINAGE 8" X8" TEE INV OUT 297.00 (MH-9) \ JB-47 INSIDE DROP - 5' DIAM V, V, V,
332 - - - / EASEMENT . / 1+76.1 ��lyA/ S\/ \ \ \ \ \ EPDXY INTERIOR V, V, V,
/ 12+52.0 FH �o�F S�, \ \ . PAD 313.40 \ \ \ . 1 +96.26 0.00
/ - 71 / / ► G T \ \ \ \ / RIM 289.99 V, V, V,
L / 2+03.6 \ I O �\ T \ \ \t 501 j INV IN 278 00 (MH-9)
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, IN 28306
office 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 7
DETAILED
UTILITY PLAN
PIN4 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 "=40'
DATE RELEASED
JANUARY 17, 2022
SHEET NUMBER
C-402