HomeMy WebLinkAboutC-207 PRIVATE ROAD D UTILITY PLAN HORZ 0 20 40 CJUB
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SCALE IN FEET U
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I T W8 STA: 10+75.66, 20.5'I 1 `\ W3 STA: 1 1 +85.00, 26.50' L ' - - W2 CB 28 D 1 / i ' ' I U O � co
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m ELEV: 2574.5 FIG 2574.61 - _ _ _ _ , , , - - - - - / I w cr �
\ _ _ , , , -STA: 13+58.78, 44.0 L_ STA: 13+74.45, 17.0 L I W U) CD 00 o
W2 CB 27 D 1 - - - - / RIM: 2575.25 / / i a� I W U Cl?
W9 -STA: 1 1 +99.98, 17.0' L _ - - - INV OUT: �'1C�6- 12 (W) � / � .<� � Z X � - 00 �
STA: 10+81 .66, 22.2 l RIM: 2574.09 2571 .32 _ - _ _ _ _ _ , - 2572.55 i I - w +r o .-
W11 SEE SHEETC-203 INV IN: "��?T 12"(E) - - - - - - - i W14 10 LF 8 / / � � / < ° : ;° .
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INV OUT: �9 12 (S) 18 LF 8 J ;�... _ _ _ 1 ° I W O
STA: 10+68.44, 3 �� / \ 2571 .10 �_ W5 STA: 13+69.00, 3.0 L=_- - - - - - O
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Z - \\ W 17 - / W5 STA: 14+73.15, 3.3' L W6
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21 LF M 13 LF 03 W 1 1 D7 D2 D6 3.0' L STA: 15+37.90, 9.4' R W6
U Q 8„ 8" 11+00 _ 74 LF 8" 29 LF 8" 155 LF 8" STA: 13+40.34, / /
RECORD
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W1 SEE SHEET C-203 D4 i� i - - - - - - - - - - - - - - - - - °�I _� o r. W12 \ / I I 12 4/2023
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W2 / // / W20 \ PfEC W 1 9 STA: 14+30, 25' R - - -
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Ir WATER NOTES 10 23 LF 2" POLY PIPE SANITARY SEWER NOTES D6 174 LF 12" Pvc0.7� % Z J o
o W1 REMOVE EXISTING THRUST BLOCK, BLOW OFF W11 18 LF 6" C9001 FIRE LINE S1 SEE "OUTERBANKS SANITARY SEWER" SET OF D7 41 LF 12" PVC ® 0.50% m W a0
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O ASSEMBLY AND APPROXIMATELY 6 LF OF 8" 0 26 LF 6" C900 FIRE LINE O PLANS. � IY
T RECORD DRAWINGS: g IDI tot
WATERLINE AND CONNECT TO EXISTING 8" WATER » �� W LU
O 13 53 LF 8 C900 WATER LINE D RAI NAG E NOTES
wnrks Depr.iment
MAIN STUB AND CONNECT WITH 8" 1 1 .25° ELBOW These record documents have been prepared based on °., :w« °^ Q
information gathered during field observations as well as
AND 8" GATE VALVE. CONTRACTOR TO DIG 8C 14 41 LF 8" C900 WATER LINE D1 TYPE I CATCH BASIN PER ISPWC SD-601 information provided by others.The accuracy or rXV;3F
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completeness of information provided by others has not been ••. •Y: O
VERIFY SIZE, MATERIAL, AND DEPTH OF 15 POTABLE, NON-POTABLE CROSSING. SEE SHEET verified byJ U B. C ;�,.
WATERLINE PRIOR TO CONSTRUCTION. C-002 WATER NOTES 2 AND 3. D2 OBSERVATION WELL PER ACHD SUPPLEMENT TO ���fi� �
w ISPWC SD-627 If these record drawings are a public record,J-U-B grants
STA: 15+37.90, 9.4' R. 2" BLOW-OFF ASSEMBLY PER COM SD-W13. dissemthe inatethehardic entity with Jcosdictiontherighttocopyand �■ � •
Z 16 SEEPAGE BED L PER ACHD BMP-20 pyordigitalimagetothosewho
Y W2 2" BLOW-OFF ASSEMBLY PER COM SD-W 12. D3 r r legitimately request the information in writing.Any release,
Di 8 x6 CROSS W/ (2) JURISDICTIONAL GATE DIMENSIONS: 10 x69 x4.5 DEEP use,or reuse by the public entity,any individual,or
w3 FIRE HYDRANT ASSEMBLY PER COM SD-W8. VALVES AND THRUST BLOCK PER ISPWC SD-403. STORAGE VOLUME= 1 ,313 CF WATER organization, ation'hall eaten at the publdwit out iabilityorl ,
and/or organization's sole risk and without liability or legal
18 23 LF 6" C900 FIRE LINE MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR exposure toJ-U-B.
o w w4 8"x6" TEE W/ (1 ) GATE VALVE AND THRUST TOP OF BED: 2570.50 Any seals of the registrants included hereon represent that
2E y BLOCK PER ISPWC SD-403. 19 28 LF 1 .5 POLYETHYLENE WATER SERVICE PER BOTTOM OF BED: 2566.00 the drafting of the record drawing information was completed FILE : 10 20 143_C 207
m Q „ „ » by staff under the registrants'responsible charge. JUB PROD.#:10-20-143
o z w5 8 x8 TEE W/ (2) GATE VALVES AND THRUST COM STD DWG W4, 48 MIN. COVER. CAP AND BOTTOM OF SAND: 2564.50 DRAWN BY: JGC
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BLOCK PER ISPWC SD-403. MARK STUB LOCATION. D4 1000 GAL. SAND AND GREASE TRAP L PER DESIGN BY: DSM
o w6 8" 11 .25° ELBOW WITH THRUST BLOCK PER 20 ABANDON EXISTING 8" WATER LINE STUB BACK ISPWC SD-624. CHECKED BY: DSM
a m „ ONE INCH
ISPWC SD-403. TO THE CITY MAIN AND REMOVE EXISTING 8 INV IN: 2570.80 r 1
a ? AT FULL SIZE, IF NOT ONE
M CO w7 8" 90° ELBOW WITH THRUST BLOCK PER ISPWC GATE VALVE AND INSTALL BLIND FLANGE AT 8" INV OUT: 2569.95 INCH SCALE ACCORDINGLY
" � SD-403. TEE. INLET BAFFLE EL. 2569.20, OUTLET BAFFLE EL. NOTES: LAST UPDATED:9/27/2023
" " 2569.70 1 . ALL SAND AND GREASE TRAPS SHALL HAVE 20" BAFFLE SHEET NUMBER:
4 .. w8 2" WATER METER PER C.O.M STD DWG. W4 SEPARATION.
D5 69 LF 18 PVC @ 0.00% (PERFORATED)
o w9 18 LF 2" POLY PIPE 2. NO TREES OR DEEP ROOTED BUSHES SHALL BE C-207
o PLANTED WITHIN THE EASEMENT.
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