Loading...
HomeMy WebLinkAboutC-208 PRIVATE ROAD E UTILITY PLAN - - - - - - - - - - - - - - - , \I i I ,I (rJUBLu , _ J-U-B ENGINEERS, INC. II W5 STA: 10+10.55, 58.0' Z c \ _ J N Nt o SD Ir Q CM co 00 W 7 / r / I I .i � 00 CO E WATER NOTES I w "to M � J I I / // CB 29 D1 I // � / s s -� -jss - - - - - Z x a� � W1 REMOVE EXISTING THRUST BLOCK, BLOW OFF - - W6 STA: 10+38.00, 9.0' L / W2 }, C) O I r STA: 10+10.54 19.0' L RIM: 2574.25 I I HORZ 0 20 40 W c\ ASSEMBLY, AND APPROXIMATELY 7-LF OF _ _ I I I _ S1 - -STA: 11+99.00, 37.7' L Z Cl) .� „� -- - _ 53 EXISTING WATER PIPE TO ENSURE MINIMUM N I I I I W6 _ �d =INV OUT: 25�5 12 (S) W2 00 I i - - W - - W 0 10-FT SEPARATION TO SEWER AND CONNECT TO _ �', I STA: 10+10.54, 14.0' L W3 STA: 11+87 95, 19.0' L - �I I I VERT 0 5 10 (0 EXISTING 8" WATER MAIN STUB. CONTRACTOR TO -i - lr' W1 00 F DIG & VERIFY SIZE, MATERIAL, AND DEPTH OF o 21 LF 8" N W 177 LF 8" W W4 SCALE IN FEET CV WATERLINE PRIOR TO CONSTRUCTION. N 1 0 STA: 11 +99.00, 37.7' L. v 3 20+ D2 W9 C RECORD w2 8" 45° ELBOW WITH THRUST BLOCK PER ISPWC w 10+00 L=29.98 SD-403. _ - �S _ _ SS 11+00 I 12,} 4=50°30�51 S�pNAL FN w3 w W9 W9 D6 T PRIVATE ROAD E � � R=34.00 �.S�\cENSF 177 LF 8 C900 WATER LINE w _ - _ _ I � D2 / �I ��,X 6 W4 25 LF 8" C900 WATER LINE I _ �,� I s� �o w5 2" BLOW-OFF ASSEMBLY PER COM SD-W13. _ _00 i � �TF ws 8%8" TEE W/ (2) GATE VALVES AND THRUST \ _ I o \ I 99Rq °F BLOCK PER ISPWC SD-403. I L , - - D3 D5 \ \ \ \ \ - m II I / 12 4/2023 w7 44 LF 8" C900 WATER LINE I / D4 _ a <II I DRAWING W8 51 LF 8" C900 WATER LINE W8 �` \ , I / E�IDP.bli �IAN/�] p N N W W9 POTABLE NON-POTABLE CROSSING. SEE SHEET I I I I works Department - Q Z w Q sign 6Con n 5-pplam ul5p.cification Z J m N Q C-002 WATER NOTES 2 AND 3. I W5 STA: 10+10.54, 37.0' R \ I I ! o■ ' " ■ < Z � °' \ I I o = zC° w oo¢ SANITARY SEWER NOTES o I� 1 0� ,.: � ° �� � w �I I Z Z � am < S1 SEE OUTERBANKS SANITARY SEWER SET OF I I I I LV < z J z PLANS. mw � O � Q2 � ZO Lo N DRAINAGE NOTES I I I I oo = � ° _ w o 0 I I I �., II I i ,� � � o ° wQ � `� � D1 TYPE I CATCH BASIN PER ISPWC SD-601 o ~ ~ J U) � � � � v J20 � � U' C.9w D2 OBSERVATION WELL PER ACHD SUPPLEMENT TO Q Q ? o o Z Z o ISPWC SD-627 Lu z � 33 2585 2585 � 0 LuuW Z o n D3 SEEPAGE BED M PER ACHD BMP-20 J woo Q o 0 DIMENSIONS: 10'x24'x4.5' DEEP `� 00 . of J 11 H00 � WWW _J d' GC VOLUME= 451 CIF WATER . . . . . . . = a } J MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR . . . . . . . . . . . . . . . o Q ° N °z TOP OF BED: 2571 .00 2580 2580 0 BOTTOM OF BED: 2566.50 _ . . . . . . . . . . . . . . . . . _ N BOTTOM OF SAND: 2565.00 » FINISHED GRADE AT ROADWAY � 12 STORM SUBGRADE AT D4 1000 GAL. SAND AND GREASE TRAP M PER CROSSING ROADWAY ISPWC SD-624. RIM: 2575.05 2575 r _ 2575 INV IN: 257e.95 2568.95 INV OUT: ���� , 2568.93 _ - - - - - - - - - - - LLJ T��-�--rrT _ - - - - - - -� z- - - - - . LL INLET BAFFLE EL. 2570.35, - - OUTLET BAFFLE EL 2570.85 11 LF 8" PVC 25 LF 8" PVC Z 2570 176 LF 8 PVC 2570 H D5 24 LF 18" PVC © 0.00% (PERFORATED)Cn U Z D6 21 LF 12" PVC . . . 86i; 1 .48% . . . . . . . . . o= z . . . . . . . . . . . . . . H LLU Z F NOTES: ,� 2565 2565 C� Er J W 1 . ALL SAND AND GREASE TRAPS SHALL HAVE 20 BAFFLE „ < 0- 157 of 8 PVC @ 0..42 a ZD SEPARATION. 2 of 8 PVC 0 0.47 >_ Q 2. NO TREES OR DEEP ROOTED BUSHES SHALL BE z Z J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 PLANTED WITHIN THE EASEMENT. - W - 0 2560 MH 2 MH 1 2560 RECORD DRAWINGS: (� > D Y W z These record documents have been prepared based on 7 103 information gathered during field observations as well as 7 0 w information provided by others.The accuracyor completeness of information provided by others has not been Q O' 2555 2555 verified by J-U-B. m O co IIr It V 10+00 10+50 1 1 +00 1 1 +50 12+00 12+50 If these record drawings are a public record,J-U-B grants W � N the public entity with jurisdiction the right to copy and 0 disseminate the hard copy or digital image to those who � Q legitimately request the information in writing.Any release, use,or reuse by the public entity,any individual,or w O - organization,shall be at the public entity's,individuals, Cc and/or organization's sole risk and without liability or legal CD exposure toJ-U-B. w 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. Y J W 0 V) H Z `o w O J g U FILE: 10-20-143_C-207 � J Q N � o Z DRAWN BY: JGC T W m U DESIGN BY: DSM p CHECKED BY: DSM m ONE INCH AT FULL SIZE, IF NOT ONE r INCH SCALE ACCORDINGLY M M ii o LAST UPDATED:9/27/2023 M N O r SHEET NUMBER: N � _ O O � -6 C-208 o � o_ o