HomeMy WebLinkAboutC-204 PRIVATE ROAD B UTILITY PLAN AND PROFILE go %A' (rJ-U-B I
WATER NOTES Q I w� I D1 CB 18 `♦ 3 S ♦♦ , ^ J-U-B ENGINEERS, INC.
W1 REMOVE EXISTING THRUST BLOCK AND BLOW OFF \\ i / JNSV
TA: 21 +77.00, 31 .35' L , 1 / O ��x�ti ♦ v
/ RIM: 2578.10 I x / MH ♦ zASSEMBLY AND CONNECT TO EXISTING 8 WATER \ OUT: ''9�Z 6^ 12" SW 'MAIN STUB. \ ` i 257408 ) vk �� i N •• _J 2" BLOW-OFF ASSEMBLY PER COM SD-W12 , - / �C/ / W1 a ' .o co M
\ / � D6 STA: 21 +66.16, 4.97 L Q ` — O 00 r� E
STA. 19+81 .70, 36.00 L I _ _ _ - - /�, / ♦;♦ p0 ' ` HORZ 0 20 40 LwLJ � O� r- o
w3 8%8" TEE W/ (2) 8" GATE VALVES AND THRUST \\ I W2 / �� I /� / LU x a� 00
BLOCK PER ISPWC SD-403 _ _ - - / / ♦ - LIJ ._ r` N
J STA: 19+81 .70, 36.00 L / STA: 21 +75.80 22.00' R _ VERT 0 5 10 CZ
w4 8 22.5 ELBOW WITH THRUST BLOCK PER ISPWC , , - a , - - - - - - 2573.87 \ ` \ Z �
SD-403 — / / „\ W4 / RIM: 2577.91 2 » SCALE IN FEET LU •� 0
STA: 21 +19.55, 5.88' L. - W�, / �INv IN: _. :73.3� 12 (NE) \ m w
— W5 �� / ♦ INV•OUT: 25 8 12 (SW) N
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w5 8 45 ELBOW WITH THRUST BLOCK PER ISPWC W6 / / , _ _ _/ _ �� F $ / y\• \ CAI
SD 403 - 00
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STA: 21 +03. 15, 0.30 L. _ - m _J W7
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W6 30 LF 8" C900 WATER LINE. _� o �- W3 77
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w7 8" SS PVC WATER CROSSING WITH A 12" STEEL 5 a /3 STA: 19+81 .70, 6.00 L STA: 20+84.24, 5.72 L � `b \ P-�� // / / ♦ ♦ SS�pNAL FNc�
O CASING PER COM STANDARD DWG SW1 & SW2 C500 c~n -_ _ ,�� �� S1 / ♦ `� �CENSF ti
e w 20+00 D 7
w w 108 LF 8 Q / i / ♦ ° � °1�
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SANITARY SEWER NOTES J � , s� � — / 2,+°° vovo: /� / ,�
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S1 SEE "OUTERBANKS SANITARY SEWER" SET OF 0 Lu \ / �� /9 LF 8" /� O ` ° os�q P�o�
PLANS. � � /11 q °F M
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DRAINAGE NOTES — - - �\ D5 / DRAWING
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D1 TYPE I CATCH BASIN PER ISPWC SD-601 ]v' - E SHEET C_210 / / \ D3 \ I // ♦ Q Z
D2 NOT USED LD I / / / / / / � � \ I / ♦ ` < Z
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SEEPAGE BED F PER ACHD BMP-20 / / / - - - - - \ I / ♦ \ a =Lu o o
DIMENSIONS: 10 x24 x4.5 DEEP I �/ �/ \ \ I �� ` , o<- E m aO 11 0
STORAGE VOLUME= 575 CF WATER I 0 00 � � w
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MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR D Z J
TOP OF BED: 2573.00 a �'
BOTTOM OF BED: 2568.50 ❑ in OW o
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BOTTOM OF SAND: 2567.00 W 2o � ,D o J
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D4 1 AL. AN AN A A tSUBGRADE ® FINISHED GRADE o cc) = o � ? 0
ISPWC SD-624. ROADWAY @ ROADWAY Q 9 W �_ o z W
RIM: 2579.00 48" GRAVITY z 1 CIO � 0
INV IN: ''�5 2573.00
2580 IRRIGATION 2580
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INV OUT: 2��TT 2572.38
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INLET BAFFLE EL. 2572.60, OUTLET BAFFLE EL. _ o ( o
2573. 10 - - - - - - - - - - - _ _ _ _ _ 12" STORM mW Jew
D5 27 LF 18" PVC @ 0.00% (PERFORATED) _ _ _ - - - ^ CROSSING o Z o o
2575 _ _ _ _ 2575
D6 54 LF 12" PVC @ 9.58 0.39% - 'z 53 LF 8" PVC
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D7 34 LF 12" PVC @ 0.5$% 2.29%
N 14 LF 8" PVC $
11!co 2570 32 LF 8" PVC 12 LF 8" PVC 90 LF 8" PVC ��` �� 2570
6 LF 8" PVC
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D TOP OF CASING IL
W 2565 sTA: 20+77.00 2565
TOP OF CASING ELEV: 2569.83 MH 13
Z STA: 20+02.00 ~
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z ELEV: 2569.83 z
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w NOTES:
0 1 . ALL SAND AND GREASE TRAPS SHALL HAVE 20" BAFFLE 256 9+50 20+00 20+50 21 +00 21 +50 22+00 60 W cr ZQ
w SEPARATION. Z
9 2. NO TREES OR DEEP ROOTED BUSHES SHALL BE
❑ PLANTED WITHIN THE EASEMENT. L.L z
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0 RECORD DRAWINGS: VJ
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z These record documents have been prepared based on 7
m information gathered during field observations as well as L Q
w information provided by others.The accuracy or Q w o Q completeness of information provided by others has not been �My1
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the public entity with jurisdiction the right to copy and
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disseminate the hard copy or digital image to those who Q
legitimately request the information in writing.Any release,
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organization,shall be at the public entity's, individuals,
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and/or organization's sole risk and without liability or legal
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If Any seals of the registrants included hereon represent that
Z the drafting of the record drawing information was completed
> by staff under the registrants'responsible charge.
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U U FILE : 10-20-143_C-202
JUB PROD.#
Z DRAWN BY: JGC
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m U DESIGN BY: DSM
' 0 CHECKED BY: DSM
a m ONE INCH i
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CL
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY
o CO
ui No LAST UPDATED:9/27/2023
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N CO
N N SHEET NUMBER:
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C-204
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