SW6220101_Plansheet - Other_20220119 (4)

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° D S T ` - - _ ! civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 910-426-6777 fax [phone] license number I C-2354
wwwADsitesolutions.com
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N�g3l2o l 5� PAD 362.90 523 522 521 520 519 518 517 516 515 514
N,GR\o 90° BENj8'
o2+024.7MH-1 / / M D
ERB T±2+29.01 6.00 L// �"SZ - _ _ _ _-D.I-49RIM 361.51 +INV OUT 353.75 (MH-2)-. PAD 361.85� 1� ���
0'X6" REDUCER-1 � � 3g6oS3 ro z � Z�: OFE83 /0�p�• i
\ • 2+24.7 v `�ss3 px3 3S PAD 361.15 51 PAD 360.15 PAD 358.05 PAD 355.90 / PAD 353.75 PAD 351.60 5 ' PAD 349.45 PAD 347.30 PAD 345.15 PAD fTl 4�
-0+25 0+00 1+00 \ 2+ 3sso 4/ _ SEA _
! - 1�8.31 4.'� / DRAINAGE 4+96.32 5+16.32 6+36.32 16+56.32 7+76.32 7+96.32 9+16.32 9+36.32 10+56.32 10+76.32 D 0274
`F MH-2 EASEMENT /TOP: 359.36 TOP: 358.91 TOP: 355.52 TOP: 354.72� TOP: 351.22 TOP: 350.42 351 TOP: 346.93 TOP: 346.13 TOP: 342.63 TOP: 341.83
CI-2 �• NV: 354.36 INV: 353.91 j' UTILITY EASEMENT INV: 350.52 INV: 349.72 MH-3 NV: 346.22 INV: 345.42 NV: 341.93 NV: 341.13 NV: 337.63 INV: 336.83 G l NE i_a����
15" RCP 353.53 SDR 35 +07.84 6.00 L-_.._.-..-..-.-..-..-..-..T..- - - -./-'--..-..-..-..-..-..-..-..-..-.-..-..-..-..- .-..-..-..-..- -..- ♦ •.. ••'�`
SD 90' BEND S - - N 7+62.32 6.00 L- - + ♦ •....•
�- PVC RIM 359.43 --- _ -- --��- -- -- - o--- RIM 351.10 -- -- -- -- -- -- - -- -- -- -- - - O �SCOTT
- - - , - 353.39 INV IN 351.65 (MH-1) I INV IN .10 MH-2
5077 2+24.7 ' ( ) //IIIIIIN
`® i 1/2"1/2" / INV OUT 351.55 (MH-3) CI-4 CI-6 CI-8
8.28 1 / ERB ERB FES-50 2+gs INV OUT 343.25 (MH-4)
N I Top 12 353.55 LF @ 2.32% 8" SDR 35 PVC 390.00 LF @ 3.18% 8" SDR 35 PVC 390.00 LF C� 3.18% 8" SDR 35 PVC
364.88 0 I rl NV. 360.71 3� / CI-3 4, • SS SS S S S • SS SS SS 334.83 334.08 lJ
CI 367.7 • 1 35 7 r oa. ; _ HARBORWOOD STREET o15700
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TC 367.78 � \ ENV . 360I- -
364.71 s. r I Op. 43 6+00 C 7+ 8+00 9+00 1 +00 11
1ERB INV IN 364.55 II +� �I 3S5,47 ` 50' R/W (PUBLIC & UTILITY ACCESS) 8"X8" TEE 8" GV CI-9
INV OUT 364.49 s / wa 0+103.8 7+22.6 / 3�28 341.41 336.90 336.14
I I / 350.23 349.62 340.68 =
REVISIONS
W8 CI-5- W8 W8 1-7, W8 W8 W8 W8 W8 m
46 ��
PAD 363.30 7 352.36
154 I, I I 4+27.56 4+46.32 T 5+66.32 5+86.32 FH 7+86.32 8+56.32 8+76.32 9+96.32 10+16.32
c TOP: 359.75 TOP: 359.66 / TOP: 357.54 TOP: 356.92 `% 0+30.9 TOP: 350.79 TOP: 348.64 TOP: 348.03 TOP: 344.34 TOP: 343.73 1 n
c / INV: 354.75 INV: 354.66 / INV: 352.54 INV: 351.92 i 1 INV: 345.79 INV: 343.64 INV: 343.03 INV: 339.34 INV: 338.73
PAD 362.50 8" GV
/ 0+36.2
I r / PAD 361.50 PAD 361.10 / PAD 360.15 PAD 358.05 PAD 353.50 PAD 351.30 PAD 349.10 PAD 347.00 PAD 344.85
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' 1 I I \W 456 /� 457 458 459 / I OO � I 460 11 461 462 463 464 � 1
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HARBORWOOD STREET.
QR 501 R/W (PUBLIC STREET)
00 (0 (0 W V1 STA
STAW POINT Y= 2.68 ROADWAY PROFILE -0+50 TO 11 +00
359.92
++ LOW POINT ELEV = 363.79 PVI STA = 2+ 3+3
LOW POINT STA = 9.38 8 PVI ELEV = 360.17 _ PROJECT NAME
II II PVI STA = 0+99.38 a
< > PVI ELEV = 365.14 A.D. = 2.21%
cn 359.24
A.D. = 1.26% K = 45.20 HI1GH GH POIINT NT STAY= 4+68 66
w K = 79.61 100' VC 0 (0 PVI STA = 5+07.19
370 100' VC oM PVI A.D.= 359.05 370 WOODSHIRE
r7 � D. _ -2.57%
r7 CIJ 0 K = 30.00
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° 1041 B Robeson Street
Fayetteville, North Carolina 28305
340 ® 24s c�qs ®34 340 Fax:
() 339-6330
910) 964-9089
390.00
3,189,• :.
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335 335
® DESIGNED BY: CALEB
0 4" CO i STORM CROSSING
a DRAWN BY: CALEB
N 0 4" CO 0 WATER CROSSING
CHECKED BY: SCOTT
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N PROJECT NUMBER: 1070
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DRAWING SCALE
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0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 DATE RELEASED
o GRAPHIC SCALE
40 0 20 40 ao 160 JANUARY 17, 2022
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( IN FEET ) SHEET NUMBER
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