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HomeMy WebLinkAbout20150261 Ver 1_Exhibit_20150310E 0 U U N L) N i T 77 E O :V I n n T 1 3 d D D D Q I :J N N s V) 0 / \ 1 � OP 2 i i J \\ I \ \\ f OP 1 \ i 900 LF SILT FENCE / / / I / I I I PROPOSED 8" PVC C900 RAW WATER LINE CONNECT TO I PROPOSED \ OP 3 SF - -- SF - - -- - - - -- SF - - - - -SF - - -- SF-- - - - -SF - - - -- SF-- - - - -SF - - - -- SF - - -- SF- SF - SLE IUC -1 AND . — — 400 00 I 401 �00 402 +00 403 +00 404 +00 405 +00 U —2 WELLS SF SF SF 406 +00 — .DATED JAN ARY 201\5 \ I I \ i / 30' PERMANENT UTILITY EASEMENT � \ D ° E:i11 75 70 7) W IZ 0 � w oz a WpwCE Cr°°� m ��,,0 � OE r- 0 w CIO 0) Ld Zpm�CO Z 0) 0 a OF-- ZI-- > 0<<cf) C) D O Z w M ^I 65 A111 N M + to rn D O (n w r- 1 1— c° Un i O O Z_ O O cD O (n r 0 C° ZQ 0 + 0 M W0 0+ 0) Z 0 00 + 0) z`nzr°�' � �� CL >V) — W2(n? m0 (/)? WD cn? 0 Q N +mV) °' �O wv~) W 00 O 400 +00 wo 0 O + Z W 1- C/) Q O p Z_ � C7 Q m N C° N n O P') u7 04- OCn OZ u7 ~Z 000 Z �rc0� CC)w +'t u7w +0) Om +00 LLJ� 07 +C4 �� u7 +n -4maorn 0) N i z > II — U W~ II o- U �ON� >W -d3 �0) MO (D N0) nCD i� C° ZQ 0 55 C° N n O P') u7 04- OCn OZ u7 ~Z 000 Z �rc0� CC)w +'t u7w +0) Om +00 LLJ� 07 +C4 �� u7 +n D 00 / 0 z REV. No.: REVISION: DATE: This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose Y and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley —Horn and Associates, Inc. shall be without liability to Kimley —Horn and Associates, Inc. Copyright Kimley —Horn and Associates, Inc., 2015 PROP. 8" PVC C900 RAW WATER LINE Z O U W J W �- 0 � 0) 0) W O + > II o . Q' Z W Z m -cnZ 401 +00 402 +00 PREPARED IN THE OFFICE OF: E SLOPE—UP- 75 LOPE UP Z 0 F- 0 W o W O 0 O l� U N � W II O z z�> W V) -Z 403 +00 Kim ey))) Horn DRAWN BY: I CHECKED BY: SUITE 500 4500 MAIN STREET VIRGINIA BEACH, VIRGINIA 23462 PHONE: (757) 213 -8600 i i i / PROPOSED BUTTERFLY VALVE STA: 406 +71 N: 395861 E:2434094 Sf SF 407 +00 ------ -4--- ,-, - -- PROPOSED BUTTERFLY VALVE STA: 406+ I1 408 +00 v NOTE: TOPO BASED OFF OF AVAILABLE GIS INFORMATION. ow +w rn= o� �w 409 � (L% U) Z w0 Z � :DQ U Z Q F- �o U O GRAPHIC SCALE IN FEET 0 20 40 80 :1 75 70 65 Z o z Z o U W W 1— W v U 60 J Ld W I W 111 W W �.` N � W L 0 0) 0) 0 ^ O W 0 0) W O F--: CD 00 1--: p0) 0 0Cn 00) 0-04 CO O 0) O In � I I o� W � � ��Inn I no Q! j C° rr� I LLJ �(0 PROFILE �0 � > �� ��r- �0� z z �� Z > � c5 zQ� 1"=4' VER. 0 zQ� w ?Q� 0 zQ� 0 zQ� 0 Q� U-1 I--- 1 " =40' HOR. z gl-Z ~z z� ~z W �I-Z Z I-Z 55 M V) _ cn _ m cn _ w cn _ m cn _ W to 404 +00 405 +00 406 +00 407 +00 408 +00 409 +00 CLIENT: DATE: TI TLE: FEB 2015 �\j CAR O�j HORIZONTAL SCALE: ONSLOW WATER &SEWER AUTHORITY �O \`o\FESS /pNq�q VERTICAL SCALOE' UNION CHAPEL C21 28860 DRAWN BY: 4' RAW WATER MAIN 2 PROJECT: RMS SHEET NUMBER: UNION CHAPEL BLEND FACILITY DESIGNED BY: STA. 400 +00 to 409 +00 1 OF 47 q � T �P RDC JOB NUMBER: RAW AND FINISHED WATER LINES CHECKED BY: SEAL: EVTC 018484011 -4maorn 0) N �m00 0) Cow � > II — U W~ II o- U �ON� >W -d3 �0) MO (D N0) nCD ZW V) (0 ZQ C° ZQ 0 55 O�Q XW1—> 0 �WI—> 00 Q �o�� oil ww g�> 0pj- Z g�> I1 (n? CL >V) — W2(n? m0 (/)? WD cn? 0 2 400 +00 D 00 / 0 z REV. No.: REVISION: DATE: This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose Y and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley —Horn and Associates, Inc. shall be without liability to Kimley —Horn and Associates, Inc. Copyright Kimley —Horn and Associates, Inc., 2015 PROP. 8" PVC C900 RAW WATER LINE Z O U W J W �- 0 � 0) 0) W O + > II o . Q' Z W Z m -cnZ 401 +00 402 +00 PREPARED IN THE OFFICE OF: E SLOPE—UP- 75 LOPE UP Z 0 F- 0 W o W O 0 O l� U N � W II O z z�> W V) -Z 403 +00 Kim ey))) Horn DRAWN BY: I CHECKED BY: SUITE 500 4500 MAIN STREET VIRGINIA BEACH, VIRGINIA 23462 PHONE: (757) 213 -8600 i i i / PROPOSED BUTTERFLY VALVE STA: 406 +71 N: 395861 E:2434094 Sf SF 407 +00 ------ -4--- ,-, - -- PROPOSED BUTTERFLY VALVE STA: 406+ I1 408 +00 v NOTE: TOPO BASED OFF OF AVAILABLE GIS INFORMATION. ow +w rn= o� �w 409 � (L% U) Z w0 Z � :DQ U Z Q F- �o U O GRAPHIC SCALE IN FEET 0 20 40 80 :1 75 70 65 Z o z Z o U W W 1— W v U 60 J Ld W I W 111 W W �.` N � W L 0 0) 0) 0 ^ O W 0 0) W O F--: CD 00 1--: p0) 0 0Cn 00) 0-04 CO O 0) O In � I I o� W � � ��Inn I no Q! j C° rr� I LLJ �(0 PROFILE �0 � > �� ��r- �0� z z �� Z > � c5 zQ� 1"=4' VER. 0 zQ� w ?Q� 0 zQ� 0 zQ� 0 Q� U-1 I--- 1 " =40' HOR. z gl-Z ~z z� ~z W �I-Z Z I-Z 55 M V) _ cn _ m cn _ w cn _ m cn _ W to 404 +00 405 +00 406 +00 407 +00 408 +00 409 +00 CLIENT: DATE: TI TLE: FEB 2015 �\j CAR O�j HORIZONTAL SCALE: ONSLOW WATER &SEWER AUTHORITY �O \`o\FESS /pNq�q VERTICAL SCALOE' UNION CHAPEL C21 28860 DRAWN BY: 4' RAW WATER MAIN 2 PROJECT: RMS SHEET NUMBER: UNION CHAPEL BLEND FACILITY DESIGNED BY: STA. 400 +00 to 409 +00 1 OF 47 q � T �P RDC JOB NUMBER: RAW AND FINISHED WATER LINES CHECKED BY: SEAL: EVTC 018484011 AIR RELEASE VALVE — — — — — — — — E:i11 S�OP� 75 z o - MATCHLINE STA 409 +00 o FOR CONTINUATION SEE SHEET C -21 o wo Q z r, Nr� �rn w+ �+ ao w0 �Q oQ ILL! I- m N 0- n 1 I rn CIO I II \� \� I CID I\ \ - N 1 CD I 1 1 1 \ \ + 0 I I �� \ \ -_�\ \ 1080 LF SILT FENCE 1 1 \ AIR R�LEASE VALVE \ ` � \ \ 30' PERMANENT UTILITY EASEMENT o + w KI\ PROPOSED 8 45' \ �� w HORIZ BEND � \ \ _ PROPOSED 8" PVC C900,RAW WA�E`R LINE ` l � \ STA: 410 +59 I \ — \ _ _ \ \ A N: 395473 E: 2434096 I - -L ---- - - - - -- SF ------- SF SF SF SF - --- C - -- -- � SF SF SF SF SF SF SF _ � sF -- - - - -_— ---------------- sF J • SF sF sF - - - - -- Z W O sF \ 411 00 \ \412 +00 413 +00 414 +00 415 +00 416 +00 417 +00 — — — — — — _ — — — °418 +00 419 +00 420 z F- \ I �a 8s �------------------------------------------------------------------------------ \ - - - - -- F- �� �\ O PROPOSED 8" 45' HORIZ BEND \ \ \ PROPOSED BUTTERFLY VALVE U �\ \ \� STA: 410 +72 \ \ \ _ STA: 417 +74 N:395464 f N: 395468 p \66 \ E: 2434105 \ _ _ — \ — �' — E:2434808 1 i- \ AIR RELEASE VALVE — — — — — — — — E:i11 S�OP� 75 z o - � Z� o o w zr- o wo Q z r, Nr� �rn w+ �+ ao w0 �Q oQ ILL! I- m N 0- n SLOPE UP PROP. 8" PVC C900 RAW WATER LINE GRAPHIC SCALE IN FEET NOTE: 0 20 40 80 TOPO BASED OFF OF AVAILABLE GIS INFORMATION. ---- - - - - -- PROPOS D TTERFLY VA STA: 417+ 4 :1 75 70 Y 65 I 65 V 0 , z O o o Z 0 Z Z` Z O 60 J m` m O J v 60 N N J W J I_ 0 (if 0 r— W M O W O O � r\ M 000 =00 =� O^ � Oa0 0-04 r, In IZ In +00 +d- 0 +00 � 00 W L0 +0 ~ 0 +� LLJ > II OL IoM �oN a II ±O > II Inm a II L Z a� ��� �� > m�� Z � 4— > ��� PROFILE zQ O.a;> OQ> o Q> c� zap o zap 1' =4' VER. 55 w �� aFZ aI.- Z ~z w �~z z �I-Z 55 M (n a _ a (n _ w cn _ m (n _ w (n _ 1 =40 HOR. 0 409 +00 410 +00 411 +00 412 +00 413 +00 414 +00 415 +00 416 +00 417 +00 418 +00 419 +00 420 +00 PREPARED IN THE OFFICE OF: I CLIENT: I IDATE: I TITLE: FEB 2015 �\j �j HORIZONTAL SCALE: ONSLOW WATER & SEWER AUTHORITY O`�oCEss /p� �9 1" = 40' Kiomley)))Horn VERTICAL SCALE: UNION CHAPEL 2 01 2886 DRAWN BY: 4' RAW WATER MAIN 2 0 PROJECT: RMS SHEET NUMBER: REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: SUITE 500 F/1/ INE�� �� DESIGNED BY: UNION CHAPEL BLEND FACILITY �% �� STA. 409 +00 to 220 +00 2 47 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose 4500 MAIN STREET I, � of Y and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by I/ T P RDC Kimley —Horn and Associates, Inc. shall be without liability to Kimley —Horn and Associates, Inc. VIRGINIA BEACH, VIRGINIA 23462 PHONE: (757) 213 -8600 RAW AND FINISHED WATER LINES CHECKED BY: JOB NUMBER: Copyright Kimley —Horn and Associates, Inc., 2015 SEAL: EVTC 018484011 N N U °o W += oV) N W Q W -- —SF- F-- 00 U) Z w0_ J Q U F- < \ \ O \ ry U \ 0 \r i t\ I I I E:i11 I \1 I I /I 544 LF ALT FENCE / - SF SF SF SF SF 421+00 422 +00 1 rl I\ I II f/ II I 423 +00 I / I 30' PERMANENT UTILITY EASEMENT IL T PROPOSED 8" PVC C900 RAW WATER LINE / i r S� ; SF / 424 +00 — SF — SF 425 +00 L6 1 � SF == SF - - - -�F = SF -SE =1 - - -- \ \ 1 \ \ ° \ I 1 \ \ I 1 \ \ I 1 \ I I r� Cu .; 1 1 / / r 426 +00 — — /- — — — — — — -- — — — — — — — -- — 427 +00 428 +00 4Z4 +00 �' / 430 +00 SF — — — — — SF— — _ — —SF — — — _ — SF— — — — — —SF / �F — — — — — SF — SF — — / = SE = — — — =� /SF— �F- - — — — 7 — \ \-890 LF SILT FENCE 1 ^O i 75 r- 65 / 1 I 1 1 � I I 75 r/ I I I I \ I I � I � I � — — /- — — — — — — -- — — — — — — — -- — 427 +00 428 +00 4Z4 +00 �' / 430 +00 SF — — — — — SF— — _ — —SF — — — _ — SF— — — — — —SF / �F — — — — — SF — SF — — / = SE = — — — =� /SF— �F- - — — — 7 — \ \-890 LF SILT FENCE 1 ^O i i L N I U o w / +_ — — — — W - -- -431 < W � Z — - -- w O =SF = _ — _ = SF._ PROPOSED BUTTERFLY VALVE _/ i STA: 430 +39� / / t N:395476 E:2436073 NOTE: TOPO BASED OFF OF AVAILABLE GIS INFORMATION. i h J Q U Z_ Q~ �Z 0 O LL- GRAPHIC SCALE IN FEET 0 20 40 80 :1 75 r- 65 75 r/ o zz z z — — -- - - - - -- E o 0 0 o 0 / 0 0 C) / 1 60 J Ld J i L N I U o w / +_ — — — — W - -- -431 < W � Z — - -- w O =SF = _ — _ = SF._ PROPOSED BUTTERFLY VALVE _/ i STA: 430 +39� / / t N:395476 E:2436073 NOTE: TOPO BASED OFF OF AVAILABLE GIS INFORMATION. i h J Q U Z_ Q~ �Z 0 O LL- GRAPHIC SCALE IN FEET 0 20 40 80 :1 70 — — _ EXISTING RADE I 70 —_ —. - - - -- = -- ----- y SL_= - - - -___ - - -- PROP. 8" PVC C90 RAW WATER LIN -\ 75 65 75 o zz z z — — -- - - - - -- E o 0 0 o 0 0 C 0 0 C) 0 1 60 J Ld J J 6 - 60 w J J - -i W LL- W L Ld Ln L LO W 70 — — _ EXISTING RADE I 70 —_ —. - - - -- = -- ----- y SL_= - - - -___ - - -- PROP. 8" PVC C90 RAW WATER LIN -\ c 1.-:p0 p0 F--:prn -0 C14 ��r7 ppd � �0 �� r\� � r, 00 > �NC� w Q o04 > �NcB w af N PROFILE > �NLri w �Nr'i LLJ Ln + c0 Ln + CO W 0 + ~ Ln + w 0 +' Ln + o0 i O rO Q' 0' LO � ao O � z ter\ > "� z �co > �° z �� > �cfl PR POSED z< p zQ .. zQ .. p zQ .. 1 =4 VER. � zQ .. p zQ .. 55 w � ~ z z : I- > w � ~ z z � ~ 1 " =40' HOR. w > � Z z g Z BUTTERFLY VALVE 55 IM cn _ w N z m cn _ w cn m cn _ w cn _ ST 55 30 +39 0 420 +00 421 +00 422 +00 423 +00 424 +00 425 +00 426 +00 427 +00 428 +00 429 +00 430 +00 431 +00 PREPARED IN THE OFFICE OF: I CLIENT: I IDATE: I TITLE: FEB 2015 �\j �j HORIZONTAL SCALE: ONSLOW WATER & SEWER AUTHORITY O`�oCEss /p� �9 1" = 40' Kiomley)))Horn VERTICAL SCALE: UNION CHAPEL 01 2886 DRAWN BY: 4' RAW WATER MAIN 2 0 PROJECT: RMS SHEET NUMBER: REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: SUITE 500 F/1// INE�� �� DESIGNED BY: UNION CHAPEL BLEND FACILITY �% �� STA. 420 +00 to 431 +00 3 47 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose 4500 MAIN STREET I, � of Y and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by I/ T P RDC Kimley —Horn and Associates, Inc. shall be without liability to Kimley —Horn and Associates, Inc. VIRGINIA BEACH, VIRGINIA 23462 PHONE: (757) 213 -8600 RAW AND FINISHED WATER LINES CHECKED BY: JOB NUMBER: Copyright Kimley —Horn and Associates, Inc., 2015 SEAL: EVTC 018484011 65 6 65 o zz z z — — -- - - - - -- E o 0 0 o 0 0 C 0 0 C) 0 1 60 J Ld J J 6 - 60 w J J - -i W LL- W L Ld Ln L LO W PREPARED IN THE OFFICE OF: I CLIENT: I IDATE: I TITLE: FEB 2015 �\j �j HORIZONTAL SCALE: ONSLOW WATER & SEWER AUTHORITY O`�oCEss /p� �9 1" = 40' Kiomley)))Horn VERTICAL SCALE: UNION CHAPEL 01 2886 DRAWN BY: 4' RAW WATER MAIN 2 0 PROJECT: RMS SHEET NUMBER: REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: SUITE 500 F/1// INE�� �� DESIGNED BY: UNION CHAPEL BLEND FACILITY �% �� STA. 420 +00 to 431 +00 3 47 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose 4500 MAIN STREET I, � of Y and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by I/ T P RDC Kimley —Horn and Associates, Inc. shall be without liability to Kimley —Horn and Associates, Inc. VIRGINIA BEACH, VIRGINIA 23462 PHONE: (757) 213 -8600 RAW AND FINISHED WATER LINES CHECKED BY: JOB NUMBER: Copyright Kimley —Horn and Associates, Inc., 2015 SEAL: EVTC 018484011 0 U U N L) N i T 77 E O :v I n S n T L 0 1 75 70 1 1 \ \ \ \ \ \ I v v l I TEMPORARY IMPACT 1 C-4 I I N 2, 910 S F. WETLAND FIELD LOCATI / BY. KIMLEY - -HO N + U-1 // ! I Q w —� - -�/ 1-- —L - - -- F-- 00 432+00 OP 4 z wO_ Z I— —GF = SF — JQ U Z / < O 0' / 61 LF 'SILT FENCE be O — J� �i \ / I \ Y \ E \\ 60 \ 0 S�Op E Clp 55 cr crN <D O 0 0 °- z = w o Z_ U U Q W W m � r 0) + N Q (n I I I ( 1 % \ \ I I 1 1 \ \\ \ \ \\ 62` ` \ \ \ \ 0) \ AIL 0 - -� - -� - - - -I -- ------ - - - - -- 434+00 I I 435 +00 436 +00 Z Z O a_ O � U ZJ z U W W J W a- J W W 0 ~ W LO) 00 r, +r- W Ln r7 +r- w II > N I` > II �r7 tYKi Io (0 ro Q LO) Z LO z w� w z Z 0' jj > � 0 C6 z J 1"=4' VER. 3I-,- zQ� HORIZONTAL SCALE: o zQ5: 1- 1 " =40' HOR. mo ��z 40' Lz �NZ 437 +00 r 0) + N Q (n I I I ( 1 % \ \ I I 1 1 \ \\ \ \ \\ 62` ` \ \ \ \ 0) \ AIL 0 - -� - -� - - - -I -- ------ - - - - -- 434+00 I I 435 +00 436 +00 Z Z O a_ O � U ZJ z U W W J W a- J W W 0 ~ W LO) 00 r, +r- W Ln r7 +r- w II > N I` > II �r7 tYKi Io (0 ro Q LO) Z LO z w� w cn? m 'No Z c Z 0 d� r- O a_ Ln > H II ± 00 �d'LLf Of ZJ z a 50 bi bi a- M 0 U 0 431 +00 432 +00 433 +00 W ,� D 00 D > G 0 z REV. No.: REVISION: DATE: This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose Y' and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley —Horn and Associates, Inc. shall be without liability to Kimley —Horn and Associates, Inc. Copyright Kimley —Horn and Associates, Inc., 2015 I I I I / c / / i �D O o Q� oz� nor± � U � O Q Z I-- W _ L7 Z O I- U W W 0 W LO O O W 1 -t L0 > 0 :f LO) oz � w Z L L — — — 434 +00 PREPARED IN THE OFFICE OF: 435 +00 PROPOSED 8" PVC 4CO\RAW WATER LINE I SF 3f— L SF 437 +00 1 \—,-438 ` EXISTING GRADE PROP. 8" PVC C900 RAW WATER LINE ° Z O 0 Of U F-- cD a- + U w co W ,� Z_ N W ,'1CIO 00 Z r- Q 0 OV� O of 0 L11 F- TI TLE: j PROFILE �' LD 000 � 0' jj > � 0 C6 z J 1"=4' VER. 3I-,- zQ� HORIZONTAL SCALE: o zQ5: 1- 1 " =40' HOR. mo ��z 40' Lz �NZ 437 +00 436 +00 i i i i PROPOSED 8" PVC 4CO\RAW WATER LINE I SF 3f— L SF 437 +00 1 \—,-438 ` EXISTING GRADE PROP. 8" PVC C900 RAW WATER LINE Kimle y >>> Horn DRAWN BY: CHECKED BY: SUITE 500 4500 MAIN STREET VIRGINIA BEACH, VIRGINIA 23462 PHONE: (757) 213 -8600 I I I i I / , TEMPORARY IMPACT 2 2,680 S. F. WETLAND FIELD LOCATION PROPOSED BUTTERFLY VALVE STA: 439 +57 BY KIMLEY —HORN N: 395481 \ I E: 2436990 I / 601 LF SILT FENCE / I —SF — — -- — — S — — — — —SF — — — 439 +00 440 +00 441 +OC ALL / 30' PERMANENT UTILITY EASEMENT 6 4 f I / I / I / I / � I / I / / 1 / (0 Q� O ° Z O 0 Of U F-- cD a- + U w co W ,� Z_ N W ,'1CIO 00 Z r- Q 0 OV� O of 0 L11 F- TI TLE: j PROFILE �' LD 000 � 0' jj > � 0 C6 z J 1"=4' VER. 3I-,- zQ� HORIZONTAL SCALE: o zQ5: 1- 1 " =40' HOR. mo ��z 40' Lz �NZ 437 +00 436 +00 Kimle y >>> Horn DRAWN BY: CHECKED BY: SUITE 500 4500 MAIN STREET VIRGINIA BEACH, VIRGINIA 23462 PHONE: (757) 213 -8600 I I I i I / , TEMPORARY IMPACT 2 2,680 S. F. WETLAND FIELD LOCATION PROPOSED BUTTERFLY VALVE STA: 439 +57 BY KIMLEY —HORN N: 395481 \ I E: 2436990 I / 601 LF SILT FENCE / I —SF — — -- — — S — — — — —SF — — — 439 +00 440 +00 441 +OC ALL / 30' PERMANENT UTILITY EASEMENT 6 4 f I / I / I / I / � I / I / / 1 / (0 Q� O ° ou7 0 Of U � W N LL- O ^ Ln W cD a- + °0+0 w co w ,� Z_ <> Q O W Q C7 Q Z w 1-- m F- TI TLE: ----- -- - - - -i- z O o U F= 0 W U J W Ld U � W N LL- O ^ Ln W cD N W d r" 0 r, W LO + .- Lo r + � > II 00 II �d 00 Ln z 0 > °i FD �> Z Z <> M (n ? w U) Z 438 +00 439 +00 CLIENT: ONSLOW WATER & SEWER AUTHORITY PROJECT: UNION CHAPEL BLEND FACILITY RAW AND FINISHED WATER LINES NOTE: TOPO BASED OFF OF AVAILABLE GIS INFORMATION. I— — — — — — PROPOSED BUTTERFLY VALVE z STA: 439 +57 0 0 U W J U Ll- W w J _ Li N W d O M O O II+°L+ I 000 >z �° Of II Oo �� � ° � ° w Zt> Q - z z � > M 0 w cn Z 440 +00 441 +00 DATE: TI TLE: FEB 2015 CAR O�j HORIZONTAL SCALE: ESS 1 " — 40' WON 0w += (V (n _ W — SF— — — — — —SF — — W 442 F Vz w0 _Z I= J Q U Z_ Q~ =>o U O GRAPHIC SCALE IN FEET 0 20 40 80 z 0 0 w Q r� �0) H 00 W + C� Q W H M (n 442 +00 F VERTICAL SCALE: UNION CHAPEL 28860 DRAWN BY: 4' RAW WATER MAIN 2 RDESIGNED B : STA. 431 +00 to 442 +00 q � T RDC CHECKED BY: sEA�: EVTC 75 70 65 55 50 C -241 T NUMBER: 4 OF 47 NUMBER: 018484011 �I1 �I i V) 0 +) 75 70 nr 55 SL r \ 1 1 I I I I I \ — TEMPORARY IMPACT 3 II U 6, 4,030 S. F. WETLAND FIELD LOCATION I w \\ BY KIMLEY -THORN cv C \ I w I OP 5 Q w 822 Lf- SILT FENCE II I— C/) cn Z I w p AIR RELEASE VALVE I z F f I :DQ _ -- ------ - - - - -- - SF SF SIF SF Q Z 00 I 443 +00 c Z U — SF— -- - - - - -- SF - - - -- � — - -- IY O 184 LF SILT FENCE I:�: 3: a: 0 a Q! 0 50 �Nz m -� �U II d-r- 0 Z J � olza� ALL _Q� I- z w w g I- Z 11 (n - m 0 cn - I I MATCHLINE STA 450 +00 FOR CONTINUATION SEE SHEET C -26 1111 I / I / I I I I I/ 30' PERMANENT UTILITY EASEMENT I o° I I I + I I I I 1 IN I PROPOSED BUTTERFLY VALVE I I STA: 448 +13 I I N:395633 I I E: 2437711 \ 1 PROPOSED 8" P W ~ II uJv >w��l� LL- 5: zw F- w o (n Z PROPOSED 8" 45' HORIZ BEND STA: 446 +61 N:395486 C900 RAW WATER LINE E:2437695 A& !317-- zwE� ;f i Q z w w 2 I— m o .� cn ? SF SF-- 446+00 I o I + I DO I -1- ICn I" I I I IN I° I° I + I � SF 362 � � I � / J UJI Q z o I ° 1 3C6 Z + 1 I m n I / 1 I I I 1 1 1 1 I I 1 1 1 E I Uhl I 11 I 1 I \ L370 \ II I 1 \ I I PROPOSED 8" 45' \ HORIZ BEND _,---STA: 446+77 \ \� N:395497 \ 374 / E:2437706 / G a `PROPPED AIR RELEASE VALVE 6423 X rn a f :1\ s� I 1 l'v l IX P 26 � Ill II.I .I I + 7.8' X 56 rn x N NOTE: TOPO BASED OFF OF AVAILABLE GIS INFORMATION. GRAPHIC SCALE IN FEET 0 20 40 80 75 70 65 We 55 A >w �� � PROFILE J Z ..> °�> 1, =4, VER. 50 oLL —Q .. Vwo ��z a-cn? wU)? 1 =40 HOR. - o' 442 +UU 44:3 +UU 444 +UU 44b +UU 44b +UU 441 +UU 44b +UU 44J +UU 45U +UU E D PREPARED IN THE OFFICE OF: CLIENT: DATE: TITLE: FEB 2015 �\j HORIZONTAL SCALE: 00 ONSLOW WATER & SEWER AUTHORITY O`�ocv Ss �9 1" = 40' Kimle Horn Q� N9l VERTICAL SCALE: UNION CHAPEL 01 y 28860 DRAWN BY: 4' RAW WATER MAIN 2 0 PROJECT: RMS SHEET NUMBER: REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: SUITE 500 FN INE�� �� DESIGNED BY: UNION CHAPEL BLEND FACILITY �% �� STA. 442 +00 to 450 +00 5 47 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose 4500 MAIN STREET I, of Y and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by �/ T P RDC Kimley —Horn and Associates, Inc. shall be without liability to Kimley —Horn and Associates, Inc. VIRGINIA BEACH, VIRGINIA 23462 PHONE: (757) 213 -8600 RAW AND FINISHED WATER LINES CHECKED BY: JOB NUMBER: Copyright Kimley —Horn and Associates, Inc., 2015 SEAL: EVTC 018484011 1 � MATCHLINE STA 450 +00 FOR CONTINUATION SEE SHEET C -26 1111 I / I / I I I I I/ 30' PERMANENT UTILITY EASEMENT I o° I I I + I I I I 1 IN I PROPOSED BUTTERFLY VALVE I I STA: 448 +13 I I N:395633 I I E: 2437711 \ 1 PROPOSED 8" P W ~ II uJv >w��l� LL- 5: zw F- w o (n Z PROPOSED 8" 45' HORIZ BEND STA: 446 +61 N:395486 C900 RAW WATER LINE E:2437695 A& !317-- zwE� ;f i Q z w w 2 I— m o .� cn ? SF SF-- 446+00 I o I + I DO I -1- ICn I" I I I IN I° I° I + I � SF 362 � � I � / J UJI Q z o I ° 1 3C6 Z + 1 I m n I / 1 I I I 1 1 1 1 I I 1 1 1 E I Uhl I 11 I 1 I \ L370 \ II I 1 \ I I PROPOSED 8" 45' \ HORIZ BEND _,---STA: 446+77 \ \� N:395497 \ 374 / E:2437706 / G a `PROPPED AIR RELEASE VALVE 6423 X rn a f :1\ s� I 1 l'v l IX P 26 � Ill II.I .I I + 7.8' X 56 rn x N NOTE: TOPO BASED OFF OF AVAILABLE GIS INFORMATION. GRAPHIC SCALE IN FEET 0 20 40 80 75 70 65 We 55 A >w �� � PROFILE J Z ..> °�> 1, =4, VER. 50 oLL —Q .. Vwo ��z a-cn? wU)? 1 =40 HOR. - o' 442 +UU 44:3 +UU 444 +UU 44b +UU 44b +UU 441 +UU 44b +UU 44J +UU 45U +UU E D PREPARED IN THE OFFICE OF: CLIENT: DATE: TITLE: FEB 2015 �\j HORIZONTAL SCALE: 00 ONSLOW WATER & SEWER AUTHORITY O`�ocv Ss �9 1" = 40' Kimle Horn Q� N9l VERTICAL SCALE: UNION CHAPEL 01 y 28860 DRAWN BY: 4' RAW WATER MAIN 2 0 PROJECT: RMS SHEET NUMBER: REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: SUITE 500 FN INE�� �� DESIGNED BY: UNION CHAPEL BLEND FACILITY �% �� STA. 442 +00 to 450 +00 5 47 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose 4500 MAIN STREET I, of Y and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by �/ T P RDC Kimley —Horn and Associates, Inc. shall be without liability to Kimley —Horn and Associates, Inc. VIRGINIA BEACH, VIRGINIA 23462 PHONE: (757) 213 -8600 RAW AND FINISHED WATER LINES CHECKED BY: JOB NUMBER: Copyright Kimley —Horn and Associates, Inc., 2015 SEAL: EVTC 018484011 0 U U N L) N i M E O I n S n �I1 co 0 75 70 nr 55 50 / PROPOSED 18'� 45' — _ _ — — — / HORIZ BEND i 344 I / STA: 452 +97 N: 396110 ° E:2437744 / Xo \ PROPOSED 8 PVC C900 RAW WATER LINE / PROPOSED 8" 45' / �— \— - p \ / / \ \ -HORIZ BEND bL'E9 / STA: 452 +78 / \ s� \ ° PROPOSED N: 396097 /4 \ \ \ BUTTERFLY VALVE / / O E: 2437729 STA: 455 +46 hex X0O F N: 396100 / ,�, / Jq+ 546 "LF SILT FENCE / � \ E 2437992 / G / b� 0 \ PROPOSED 40'x20' JA 'bK AND \ BORE LAUNCHING PIT \ 30' PERMANENT UTILITY'E/ ASEMENT � \� � y \ cp�T Tcti / /o 4 �/ '9 S�� S 0 �s 1.. =4U- HUH. 352 30 LF CASING / � �ti 01 6�9 / 6406 a IN PROPOSED 20'x20' JACK AND BORE RECEIVING PIT PROPOSED UC -2 RAW WATER LINE CONNECTION AT 12 "x8" TEE STATION EQUALIZATION: 455 +52 = 34 +70 SEE SHEET C -6 FOR CONTINUATION 4U Lr ZU STEEL CASING (t= 0.250 ") +L — NOTE: TOPO BASED OFF OF AVAILABLE GIS INFORMATION. PROPOSEP BUTTERF Y VALVE STA: 455 +46 20' RECEIVING PIT (JACK AND BORE) 450 +00 451 +00 452 +00 453 +00 454 +00 455 +00 456 +00 GRAPHIC SCALE IN FEET 0 20 40 80 75 70 65 We 55 50 PREPARED IN THE OFFICE OF: CLIENT: DATE: TITLE: FEB 2015 �\j HORIZONTAL SCALE: ONSLOW WATER & SEWER AUTHORITY O`�ocv Ss �9 1" = 40' Kim e )))Horn Q� N9l VERTICAL SCALE: UNION CHAPEL 28860 DRAWN BY: 4' RAW WATER MAIN 2 0 PROJECT: RMS SHEET NUMBER: REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: SUITE 500 FN INE�� �� �% �� DESIGNED BY: STA. 450 +00 to 455 +52 6 of 47 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose 4500 MAIN STREET UNION CHAPEL BLEND FACILITY ,� I, � Y and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by I/ T P RDC Kimley —Horn and Associates, Inc. shall be without liability to Kimley —Horn and Associates, Inc. VIRGINIA BEACH, VIRGINIA 23462 PHONE: (757) 213 -8600 RAW AND FINISHED WATER LINES CHECKED BY: JOB NUMBER: Copyright Kimley —Horn and Associates, Inc., 2015 1 1 SEAL. EVTC 018484011