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WPO201700038 Plan - Other (not approved) 2017-09-11
STORM SEWER TABLE - CURB INLET S3 DESIGN INFO ST RIM=549.36 CURB INLET S3 S3 INV 1N=541.98 (S2) R/M=549.38 INV OUT=541.17 (S4) INV IN=543.51 (S2) INV OUT=543.41 (S4) MANHOLE S4 DESIGN INFO ST RIM=536. 15 MANHOLE S4 INV IN=53I.21 (S3) RIM=534.59 INV OUT=528.43 (55) INV 1N=530.00 (S3) INV OUT=526.34 (S5) DESIGN INFO OUTFALL S5 OUTFALL S5 ST HEADWALL HEADWALL S TOP=529.17 TOP=527.86 INV OUT=527.04 INV OUT=526.00 CURB INLET S6 DESIGN INFO ST S6 RIM=550.74 CURB INLET s6 INV OUT=545.45 (S7) INV OUNV T=545.31 OUTFALL S7 DESIGN INFO HEADWALL OUTFALL S7 S7 15" CPP HEADWALL TOP=547.66 75" CPP INV OUT=545.48 TOP=546.96 INV OUT=545.10 GRATE S8 DESIGN INFO ST RIM=527.17 GRATE S8 S8 INV OUT=522.74 (S9) RIM=526.99 INV OUT=522.53 CURB INLET S 11 DESIGN INFO RIM=546.63 CURB INLET S3 Sj INV IN=540.33 (S 10) 6.84 RIMIN INV INV 1N=540.74 540 INV OUT=540.31 (S12) INV OUT=540.64 GRATE S 12 DESIGN INFO STM RIM=545.83 GRATE S12 1L INV IN=539.92 (S 12) RIM=546.00 INV OUT=537. 16 (S 14) INV /N=540.37 (S12) INV OUT=537.40 (S 14) MANHOLE 513 DESIGN INFO s1 RIM=545.65 INV IN=536.28 (S 12) MANHOLE S I3 RIM=545.56 INV OUT=533.07 (S 14) INV /N=536.98 (S 12) INV OUT=533.71 (S 14) DESIGN INFO MANHOLE S 14 MANHOLE 574 s14 RIM= 528.51 RIM= 528.42 INV /N=522.20 (513) CALLS FOR 24" PIPE INV OUT=522. 18 (S 15) INV 1N=522. 18 (S 13) INV OUT=522.08 (575) OUTFALL 575 DESIGN INFO HEADWALL OUTFALL S 15 STM 15 TOP=524.42 HEADWALL INV OUT=522.22 TOP=524.65 INV OUT=522.00 OUTFALL S9 DESIGN INFO zffi4 HEADWALL OUTFALL S9 1 TOP=524_50 HEADWALL INV OUT 522.25 TOP-524.65 INV OUT=522.00 NOTES: DASHED TOPO: ORIGINAL DESIGN SURFACE SOLID TOPO: AS -BUILT SURFACE vA 12 �'`" �.�''-'�-' _�-'l,M ` ,,��� h>, \ \ , 1� ` �t�`C1y� ✓���'`�xk.�; ``fR�}`.� \�i `;\ i1 ` + �r'J\`, k �.: �'�'� y! x'y � `� :., � -, �. -j k, 3 f f, . *� Ski i,.i' 1 �''�fL i�.•' A\� _ .,.. "'�� �-. v� x x Xy � l �\ , 44� t i ' t �' q �� t / 4l5 `v • �� .,,� vv�W \ b �`\ ;'. !\.�. ��- LiZ{{.:k X rye` S,'1 i f Ct Iy ^y''`f �°t\\V��: �h., ` �t',`'}� li \.,>•" V {i jar X� /' �\ / �f- f' ,J TIC`+ ,T/ 6 /, \ r\• A �\ .,i' i , A ,�%` 'F f ; �> 4i� 1 ?�Sl" /G,c> ` \ �...\ ,..rj 1 t - f -•:-, -� 2 I F..l ( + }'y*9\?S\. ,\ , ( , , ..'\ ' % i ,r � i + i � fir, -r; / K- � � �.:�,�%,�''�z' "'� � •\ \. �, , � t \ \\\ / 1r.� � I � � d { ;\ ��`�` `._.-.1�, ,,t' .:t,.. a�" / � \+ ti + •,,\ \\. �' - I f �'� ,r \ ti, k \%1 \,. \ � Ta 1 �` `'• �, °`,� ` = "�-�• iF•� .• ' /'� \ ,. \ ` /. y _ ;t�"\,.i�•�.. �l, i<. X \- �+'�'•y \ \ �\ ,\t.-,tom � , � `\ ; �� .�..� \ � ...,\ i� r 1 11 I _ ;r '� c .� �`t 'i i •1 `v ?, \ \ f`' � /� `•. `��` ti\ �� 1 n l k tt`� il` , v. : "(--. �'�/ � � X x�,.x. `�r�,�.i'l r .,✓ d � \ \ '� 1 '' / ` I ' .1C,, 6^•�� \ .,a � � i r 1 + � NN `U 'J` \\�., ;' /, WATER VAULT ! i I r` ' k \. FIRE MA IN l N D CATDR t j , :l ( AUTO SPRINKLER Q TM ,r +\ ,� Sj/y�(/,, A\ 4 •`� ` �-`� ,V/ ,`\ S 1 /��p A�v C' 1 , SMH T OP=547.Co v JEN f 01 1 ` 0 ST .,, NN A PROJECT TITLE Lj UVA SQUASH FACILITY 1 'f Z °° AT BOAR'S HEAD Q a_ o \"! 1 w ADDITION TO MSC SIAMESE s �� i E a w HYD n o N PROJECT ADDRESS CHARLOTTESVILLE, VIRGINIA 22903 IN J/111 j /fy v CONSULTANTS - r� , { - ` I c CIV11 1 1 i, H x 5E,1Ofis �; ` `;,....,-s Dewberry `x ; �' ! 4805 LAKE BROOK DRIVE SUITE 200 4. ry `x f` % GLENN ALLEN, VA 23060 ~ ph: 804-290-7957 fx: 804-290-7928 landscape 8» VERTICAL �/ \ `� _ i `�, I ' `` , AECOM Charlottesville PVC PIPE ,� 455 SECOND STREET SE SUITE 100 6 " VERTICAL f �/` ,` \ � ,,, .\ �,1� a r� � ,�1,._J /' •-� f\ , \y, /� CHARLOTTESVILLE, VA 23225 PVC PIPE / / \ .>\ \ ,� ,/ ' I ; ph: 703-682-4965 y \J,- structural D, M , W, P & V 1025 BOULDERS PARKWAY ff --SUITE 10 RICHMOND, VIRGINIA, 23225 ph: 804-323-0656 < fx: 804-272-3916 J6- / ' \Cy�S r/ ✓ ~`�'`\` r `'// ,,.,, _ \\, ` `yf t+i" \ ,-',..,f'e , mop 2RW Consultants INC. , 100 10th STREET, NE �n ,' \ _..f; SUITE 202 ~ , `t /� %� l' �,;f\ fr CHARLOTTESVILLE, VA 22902 ph:434-296-2116 fx: 434-977-1862 //mot{,, , \ Q t G RECORD DRAWING 10-25-18 ST 1 'M7 THESE DRAWINGS 0 REFLECT WORK AS e 6" VERTICAL RECORDED BY 1 y h -�STM + d\,I 0 14 CONTRACTOR AND \`�'PVC PIPE CONSTRUCTION 4 \4,o INSPECTOR AT THE i� NIX., ST s - TIME OF CONSTRUCTION. I 1 S i `` " f! ! i l u^'•, tit %' 4R `' "t` Vc�CL i" 26a SEAL ' 0 33 8" VER A , 26sP PVC PIPF69 ' x hu ._A 1� t k �r X 6SP Q TOP OF WALL f • 1 ,1 j / I ?`sT 527.0' 0 w $ LOW POINT 525.7' 78 8' VERTICAL 26sP p 1 PVC PIPE 70 6SP �REVISIONS NUMBER DATE DESCRIPTION R 10/25/18 BNIP AS-BUILTS 5 03/13/18 DETAIL UPDATE 4 09/25/17 VSRIP BEVISION #: \ 1 3 09/11/17 VSMP REVISION 2 06/31/17 ACSA REVISION 1 08/09/17 REVISION #1 01/21/17 DD PROGRESS S ET 05/05M 100% Documents PROJECT NUMBER \ \ `�- ' i v, 1613 - v\`� \ �,i DD PROGRESS v1LRSITY o VIRGINIA Ff�ID' O� , , N, \ \ ---; `� ter} _` 1 466 PG. 5J ; f5 i'PiAI1` v \ v ` hy- �v r"� 35 ;PLAT} �. `ti � vJ '- DATE D. If,.. Uzi � s SEPTEMBER 11, 2017 D A. I o r'5' PG` 71 �\ `\,`.. ` \ SKEET TITLE ,,� X - - _,a, . 4.a , �� r �JLA �BUILT � � � \�, /� -..., '` v`v �v `wv A � � `�x r'�� k`','�V v � -" '" - ---' ` C�,�iO GOLF OiJR`" �ti' �'• yv y `'��? S } , �� •�'�, .` \ PLAN \ o' 2 0' 40' SKEET NUMBER I �t- ` \ - SALE: 1 " = 20' Cx0xx