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HomeMy WebLinkAboutC-205 PRIVATE ROAD C UTILITY PLAN CJUB J-U-B ENGINEERS, INC. \\ D 1 CB 22 ' V A STA: 14+50.01, 25.0' L RIM: 2572.26 z _J ACV\� \ W 1 INV OUT: 2569.5E) o 12"(E) O co STA: 1 1 +52.00, 27.0' L _ _ \ D 1 CB �20 2569.19 W 1 I .0 CM CO CO \ W6 _ _ _ _ - - - - _ STA: 13+09.00, 25.0 L W2 STA: 14+74.67, HORZ 0 20 40 W " O � 0 W5 �� I �\� � - 2569.45 RIM: 2572.53 STA: 13+97.00, 21 .00 L 32.0' L I W U Cl? \ W3 - - - INV IN: 4 12"(E) FG 2572.48 Z X � - oo � STA: 10+46.79, 6.0' L� ' - - - - - - - - - - - - ��co �" \� ` _� W4 STA: 1 1 +59.00, 6.0 L INV OUT: �4 12 (S) I W - c' \ ` - /Ycl _ - STA: 1 1+52.00, 6.0' L W4 - - 256�31 W 1 D8 VERT 0 5 10 z CZ _ STA: 1 1+81 .00, 6 0' L STA: 14+38.83, W9 SCALE IN FEET LU O •� 0 W 10 - 1 � 00 _ 1� 32.0 L i� m Cfl/\ PARKING �1 ` / V f W9 d I� I JLL_ N , \� U\ I MATCHLINE SEE SHEET C-201 '�� _J � o N ^ J '- - � \ \ 1 N NL 10 � L Ti °' N \\ W8 CD 105 LF 8 \ 128 LF 8 \ \ 1 y W3 \ 22 LF 8" \ W9 W 1 1 0 - W W W 34 LF 8 �` 42 LF 8" �W 36 LF 8" �W I N RECORD \ - 11+00 - \7 LF 8" L \ 2+00 \ \\ 13+00 N 1 +00 PIN W W ~ N �� - / \ - w�, \ \ \ 15 00 w w �S \C ENSF��/ti W7 N \ 32 LF 8 \ PRIVATE ROAD C D7 SS SS S z I m� g _ _ L = \ - - \ T T D 6 _ STA: 14+74.67, 6.0' L Q n - - - - - - \ \ I- _ - -_- - - - - - - T 09�9TF PQ�4 '\ - - - - - - -� - _ \ - - � - - \- z - ----- -- ---__-- - - - - - - -- - - - T 99 �IT F W2 SEE SHEET C-213 S 1 - - --- ____ ----- A� S •M \ I STA: 1 1+59.00, 16.00' R- - - D4 3/� �/ / lu 12 4/2023 W3 STA: 14+38.79, 6.0 L/ F\ 2576�88:\ - - - - - - - _ D2 �� STA: 13+62.88, 6.0' L � � D RAW I N G CB 21 W3 STA: 13+97.00, 6.0 L D9 STA: 13+08.98, 25.0' R I o N N W \ RIM: 2573.43 D 1 Q Z w C6 N p I = 2C0 � rn INV IN: 2567.46 12"(N) Q Z \ INV OUT: 2567.36 12"(W) a W o m o 0 o a \ I OHwJ � \\ \\ } Zr U oom \ \ 00 E \ Ovi� � x \ m � O � � w \ \ z0 } � \ \ ZQ � � co ¢ \ \ � U � cazw Z Lu 0Z = � o >t w Z z n � � oZm °C N LUDO = - Q � O � H OC Q w H Z Z LU ZoZ) OY 33 Lu � � = � E IDIZ IAN Of � w � Z P.Nr� �� J W CO Q 2580 2580 WurksDeparimes. , W 0Ix o W.,k tD u n 5upp amenta Spxilcatio J U) ~ (n Y N cep n � • (n � ZW � W W 48 RCP ��f{• m W W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '1;f ..• •�4�. H 2 Z O � OcnQcn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C ��ii� • N �z FINISHED GRADE SUBGRADE AT ���•� , 2575 /I FAT ROADWAY ROADWAY 2575 -LO 22 LF 8" PVC- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 LF 8" PVC N - _ . . . . . . . . . . . . . . . . . . o - - - Z - - - - - 12" STORM_ 94 LF 8" pVC CROSSING - - - 18" - _ - - If _J_L1 I I I I I _ 2570 w W 2570 60 LF 8" PVC - 73 LF 8 PVC 7 LF 8" PVC . . . . . . . . . MIN 34 LF 8 42 LF 8�, J UJ Pd 32 LF 8" PVC . . . . . . . . . . . . . . 54 LF $„ PVC PVC 36 LF 8" PVC E Z w 34 LF 8" PVC . . . . . . . . . . . . . . . . . . . . . . W 2565 2565 C� p a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .MH 6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z m Q � TOP OF CASING TOP OF CASING STA: 10+54.00 6.0' L STA: 11+15.00, 6.0' L ~ W Q Q Er J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W 2560 ELEV: 2568.97 ELEV: 2568.97 2560 � �W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a L.L F_ U Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ z W J 2555 2555 � > Z 10+00 10+50 1 1 +00 1 1 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 z J U m 0 W Q W W 0 m r � 8%6" TEE W/ (1 ) 6" JURISDICTIONAL GATE VALVE, (1 ) D4 1000 GAL. SAND AND GREASE TRAP H PER ISPWC RECORD DRAWINGS: cc Ir N WATER NOTES 8" GATE VALVE AND THRUST BLOCK PER ISPWC SD-403. SD-624. These record documents have been prepared based on w W o » information gathered during field observations as well as W1 2 BLOW-OFF ASSEMBLY PER COM SD-W12. RIM: 2573.21 9 9 Q SANITARY SEWER NOTES INV IN: 2568.35 2568.79 information provided by others.The accuracy or O > w completeness of information provided by others has not been _ o W2 FIRE HYDRANT ASSEMBLY PER COM SD-W8. INV OUT: 2567.50 verified byJ-U-B. S1 SEE "OUTERBANKS SANITARY SEWER" SET OF PLANS. INLET BAFFLE EL. 2567.75, OUTLET BAFFLE EL. 2568.25 If these record drawings are a public record,J-U-B grants w w3 8"x6" TEE W/ (1 ) 6" JURISDICTIONAL GATE VALVE, (1 ) „ „ the public entity with jurisdiction the right to copy and 8 GATE VALVE AND THRUST BLOCK PER ISPWC SD-403. D5 71 LF 18 PVC @ 0.00% (PERFORATED) disseminate the hard copy or digital image to those who w „ �� �� legitimately request the information in writing.Any release, > w4 8 x8 TEE W/ (2) 8 GATE VALVES AND THRUST BLOCK DRAINAGE NOTES D6 8 LF 12" PVC C�? 0.50% use,or reuse by the public entity,any individual,or worganization,shall be at the public entity's, individual's, s PER ISPWC SD-403. and/or organization's sole risk and without liability or legal w5 8" 45° ELBOW WITH THRUST BLOCK PER ISPWC SD-403 D1 TYPE I CATCH BASIN PER ISPWC SD-601 D7 35 LF 12 PVC @ 1 .49% exposure toJ-U-B. W D2 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC D8 50 LF 12" PVC @ $-� 0.64% Any seals of the registrants included hereon represent that U W6 21 LF 8" C900 WATER LINE O g g p FILE: 10-20-143_C-205 SD-627 the drafting of the record drawing gas completed J » b staff under the registrants'responsible charge. o Z W7 22 LF 6" C900 WATER LINE D3 SEEPAGE BED H PER ACHD BMP-20 D9 10 LF 18 PVC Q 0.50% RAWNJUB OBY: JGCO143 9 DIMENSIONS: 10'x71 'x4.5' DEEP DESIGN BY: DSM W8 15 LF 6 C900 WATER LINE STORAGE VOLUME= 1 ,354 CF WATER o � CHECKED BY: DSM W9 POTABLE, NON-POTABLE CROSSING. SEE SHEET C-002 MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR ONE INCH WATER NOTES 2 AND 3. AT FULL SIZE, IF NOT ONE TOP OF BED: 2570.50 INCH SCALE ACCORDINGLY N o 10 8" SS PVC WATER CROSSING WITH A 12" STEEL CASING oo LAST UPDATED:9/27/2023 BOTTOM OF BED: 2565.00 NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20 PER COM STANDARD DWG SW1 & SW2 N BOTTOM OF SAND: 2563.50 BAFFLE SEPARATION SHEET NUMBER: N 2 w11 32 LF 6" C900 FIRE LINE . C-205 -6 -21