Loading...
HomeMy WebLinkAboutC-201 PRIVATE ROAD A UTILITY PLAN CID (rJU-B ), I I J-U-B ENGINEERS, INC. I I D1 C6 2 I / \ Z STA: 10+72.51 , 22.0' L - J N NNiS RIM: 2567.92 D2 MATCHLINE SEE (!) Q0 co o� INV OUT: 2565.2 31 12"(W) I / D 1 '2 o ono SHEET C-212 I - o 0 CB 4 / / HORZ 0 20 40 W L.- o r- o W STA: 13+86.73, 17.9' L� c"? � J- RIM: 2572.00 / Z W Q) �o .= INV OUT: 25 9.1 12 W L / - N o �� C� LO I _ 2569.84 ° VERT 0 5 10 Z 75.� m \ D6 `° / `O°' / 10 / '�� i W1 I SCALE IN FEET W o a / �`' ,' ,PRIVATE �`' / LU m � I / / STA: 12+20.60, 6.0 L + 179 LF 8 W2 U) CD F, 10+00 D9 SDMH 1 11+ 0 ROAD A /2+00 , I / �� W 13+00 o W w N N \ STA: 10+72.21 , 10.8 R W2 0� Z U \ RIM: 2568.35 D4 \2565.20 INV IN: -�09 12"(E)-- \ \� \ SS S$ D7 S N U w 2565.25 INV IN: _c 12"(W) 00 RECORD Q U) 2565.16 NV OUT: "� .9 12"(S) 6 \ \\ _ J S1 I TONAL _ - F _ - - - - - _ _ _ D5 -J � \ w ---- p 1 CB 1 _ _ _ _ - D3 - - - - W4 W5 D 1 CB 3 s o STA: 10+72.10, 22.0 R- - - STA: 12+1 1 .44, 34.00' R - _ STA: 13+86.73 17.9' R qT OF Pp� RIM: 2568.36 D4 - - - - FG 2571 .79 - - _ S 1 \� RIM: 2572.00 99q F � p Q � INV OUT: 2565.25 12"(E) � \ 2569.57 INV IN: _��-�^9� 12"(E) q S M I i W6 \ \1 2569.55 NV OUT: 6 12"(W) 1�- I 12 4/2023 Ln I � I N / DRAWING II I 12 LF 8 � pg I O I I I I W3 N to NW o� STA: 12+20.60, 46.0' R I Z ~ CD I I I F I I H Lu W Q ZwC0 � Np I I I �� I ,I O` QZH � `V O) E � O Q O a = O m ~ p p Q OHW � o 2585 2585 }< E 10 M O � Q � m Q ❑ ❑ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O ,6 � X � C� � � w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z _ } W Z Q � � m Q C7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a J � � 000w � O co tn � � Owm 2580 2580 W _ ° J W o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q LD W O z z o !Y � 2575 2575 E rDiAN � > W - o ❑ ❑ = � W � FINISHED GRADE AT SUBGRADE AT P„lk W m ❑ ❑ ROADWAY ROADWAY 12„ STORM 0�9;'°U„msP- - Q o W 0 0 -- CROSSING E 11. `� w J � W m �r C'1� `i�Y. O cn Q U) �04 z 2570 -- -- - --- ------ ------ - --- - - - - -18 M N.I 2570 �;; �1 , c� - - - - 179 LF 8" PVC 0 . - - - - 185 LF 8" PVC C� MI . . . . . . . . . . . . . . . . . . . . . ._ _ - - - - - "12" STORM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T 2565 - - - - - CROSSING 2565 0 MH 7 w UJ Cc . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ _ . . . . . . . _ . . . . . . . . - U . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2560 2560 Cc z 10+00 10+50 1 1 +00 1 1 +50 12+00 12+50 13+00 13+50 14+00 C ) o Z Z z Q Q m w o Z 0 D3 SEEPAGE BED A PER ACHD BMP-20 W � Q WATER NOTES DIMENSIONS: 10'x58'x4.5' DEEP Q w1 8"x8" TEE W/ (2) 8" GATE VALVES AND THRUST STORAGE VOLUME= 1 ,108 CF WATER L BLOCK PER ISPWC SD-403. MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR Z W J w2 POTABLE, NON-POTABLE CROSSING. SEE SHEETLi TOP OF BED: 2566.00 C-002 WATER NOTES 2 AND 3. BOTTOM OF BED: 2561 .50 RECORD DRAWINGS: W Z BOTTOM OF SAND: 2560.00 mZ 2" BLOW-OFF ASSEMBLY PER COM SD-W 12. These record documents have been prepared based on 7 Q W3 information gathered durin field observations as well as L Ir D4 1000 GAL. SAND AND GREASE TRAP A PER g g Q J r information provided by others.The accuracy orLU w4 FIRE HYDRANT ASSEMBLY PER COM SD-W8 ISPWC SD-624. completeness of information provided by others has not been m Q ° STA: 0+ 17.00, 9.00' L RIM: 2568.57 verified byJ-U-B. O coI T " " " INV I N: 2��?� 2 cj 6 cj.0 5 If these record drawings are a public record,J-U-B grants w5 8 x 6 TEE W/ (1 ) 6 GATE VALVE AND THRUST the public entity with jurisdiction the right to copy and W w 0 2J 6 4.3 0 disseminate the hard co or digital image to those who BLOCK PER ISPWC SD-403. INV OUT: fi� copy g� g � Q I- „ I N LET BAFFLE EL. 2564.35, legitimately request the information in writing.Any release, w use,or reuse b the public entity,an individual,or w6 9 LF 6 C900 PVC WATER LINE OUTLET BAFFLE EL. 2565.85 y y organization,shall be at the public entity's, individuals, D5 58 LF 18" PVC @ 0.00% (PERFORATED) and/or organization's sole risk and without liability or legal w SANITARY SEWER NOTES exposure to J-U-B. » » D6 30 LF 12" PVC @8% 0.37%Ir Any seals of the registrants included hereon represent that wS 1 SEE 0 UTER BANKS SANITARY SEWER SET OF the drafting of the record drawing information was completed > PLANS. D7 " by staff under the registrants'responsible charge. 34 LF 12 PVC @ ��% 0.66% W DRAINAGE NOTES D8 29 LF 12" PVC @ �% o.38% z D1 TYPE I CATCH BASIN PER ISPWC SD-601 D9 48" CATCH MANHOLE PER ISPWC SD-611 W O J g U FILE : 10-20-143_C-201 o D2 OBSERVATION WELL PER ACHD SUPPLEMENT TO D10 9 LF 12" PVC @ �--�% 0. 1 1 % JUBPROJ.#:1020143 DRAWN BY: JGC Lu ISPWC SD-627 D1 1 5 LF 12" PVC @ 0.50% DESIGN BY: DSM a � ° CHECKED BY: DSM a m ONE INCH CL AT FULL SIZE, IF NOT ONE N co INCH SCALE ACCORDINGLY r CJ �i No LAST UPDATED:9/27/2023 (o N N SHEET NUMBER: a NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" N BAFFLE SEPARATION y � C-201 oCZ