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HomeMy WebLinkAbout7.3-157LIST OF DRA WINGS SHEE T I TI TL E SHEE T SHEE T 2 SITE PLAN SHEET 3 PROFILE VIEW AND DETAILS SHEET 4 HANDRAIL MODIFICA TIONS AND ADDI TIONAL SEA TING LA YOU T SHEET 5 SEATING AREA DRAINS BENCHMARK N/A BASIS OF BEARING N/A CITY STANDARDS N/A STATE STANDARDS N/A CONVENTIONAL SYMBOLS CITY OO F BA : ERSFI ! LD BRIGHTHOUSE NETWORKS AMPHITHEATER IMPROVEMEfiTS --------- - - - - -- EASEMENT -- - - - _ _ - _- -_ -- - EXIST. CURB & GUTTER .. .. .. .. RI GH T— OF— WA Y --------------------------------------------------- - - - - -- EXI S T A. C. FL 0 WL INE — — — CENTERLINE EXIST EDGE OF PA VEMENT RAILROAD TRACKS_ GUARD RAIL — X — -- CHAIN LINK FENCE IMPRO VEMEN TS UTILITY SYMBOLS — • —� --- W — • —• —•— EXIST WATER LINE S EXIST SEWER LINE G EXIST -• GAS LINE - -- - SD - EXIST STORM DRAIN - - -- --- OH — • -- --- EXIST AERIAL ------ — E — — — — EXIST UNDERGROUND LINES � -- POWER LINE - - -- - - TV -- EXIST UNDERGROUND - - T - - -- EXIST UNDERGROUND TV CABLES 3 PHONE LINE • 0 EXIST OIL LINE FO EXIST FIBER OPTIC LINE Fo-1 MANHOLE F. H. FIRE HYDRANT P.P. W.M. —0— POWER POLE WATER METER W.V. ® EXI S TING MONUMEN T N WA TER VAL VE ❑� FU TURE MONUMEN T G.M. ® GA S ME TER S.L. V 3 S TREE T LIGHT GAS VAL VE S TREE T LIGHT. W /MAST ARM -Q� BENCHMARK C.O. ® CLEAN OUT 110- A U TO SCOPE © PRE—EMPTION DEVICE 21- _ 22 23 24 ROSEV 58 0 ... . .......... 0 , 0 HV WA e � o 0j _ 29- _ 27.._ 6 25 e ... ........29 • OR/MHA RD. BR/MHALL RDAD 36 - _ .w- .�Maamw ®Awww » i ..... 3 p __ 3 : 34 ..... - - 5 2 _ -------------- 2 31 �3 e LOCATION ¢ , w „r ay ..,. s! s „rox. ^warms w��_�_x����.m�.wx.. _ »- __n___ . »_ _ _____ ___________ _ »_ »_ »_ »_ 5 »___________ _ _______________ ______ ________ »„ .�. VENUE 0011, ..: ..._ ... , , ` 4 t „ „ , ZZ r „r _.w �., „ ��_ �. �.._... �. _ ._® _� ...„ -»__. � ®.. _., •., �/ / /_ LANE a ' 15 14 _» » 18 -: LOCATION MAP NOT TO SCALE Jot) No.: P5K229 File Path: K:\ DRAWINGS\ PARKS\ RIO - VISTA- PARK\EXTRA- SEATING -2015 File Name: EXTRA- SEATING - 2015 -6 nozzles -1st row down half foot.dwg STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOLLOWING VALID LICENSES: CLASS A NO TE: THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1- 800 -642 -2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH QROFESS /ONq co z� y C 80507 * Exp. 3-31-17 J'J,9TF C I V I \- OF CAA- NIA O 1 2 3 N W j CL W W Q W j 0 Z Z Q0 w w 0 Q m 0 w 0 CD 00 00 N; Q Ln 0 00 0 N 0 n LL- C) D w 0 0 0 c: / 0 / Q0 0 0 i I m 0 c: / m 0 Al _---------- --- ----- - - - - -- \ %`\ \ i EXISTING FOUNT"> 6 NOZZL E "`R > CONNECT TO r / ®r ISTING CONDUIT / m I / , 3 NG� -6 I NC FOU 1 , .0, / �rAM ETE R 1�,%`,NIFOLD ZEMOV,ED — \ \ No. \ � 1 A-- i \ ' 3 \ 4 REVISIONS DATE DESCRIPAOJ LOCATE AND CONNECT TO " -- - - - -- �' EXISTING CONDUIT FOR FOR RECESSED - LIGHTS R , -''�— - _ - -- --- - - - - - -- \ RECESSED LIGHTS i / / / / G - -- ----- - - -� -- - - -- _ _ /� / \ PV 4" PVC (� — ---� NEW 6 FOUNTAIN DISCHARGE \\ \ ' SEE DETAIL B \ \\ EXISTING 4 FOUNTAIN DISCHARGE \ ' \' TO BE M�DJFJ E� NEW HEADWALL 2 — — VA // SEE DETAIL B , -'`- - - - -- -- - - - - -- - -- -I�fEW HANDRAIL_ RELOCATED FOUNTAIN NOZZLES AND RECESSED LIGHTS (TYP.) SEE DETAIL C 3 APPROXIMATE SAW -CUT PATH AIMA/ Gn c7ni IAIT \` ----------------------------- 11N MANIFOLD --- -STAGE EDGE EXISTING 6" FOUNTAIN DISCHARGE TO BE MODIFIED 22.5° ELL EXISTING 4" FOUNTAIN DISCHARGE TO BE REMOVED q DISCHARGE SEE DETAIL B 2 PLAN VIEW Scale 1/4" =1' EXISTING 6" FOUNTAIN DISCHARGE AND MANIFOLD TO BE REMOVED EXISTING CONDUIT CONNECT TO EXISTING 4" FOUNTAIN DISCHARGE USING 11.250 ELL �-- 22.5° ELL --- - - - - -_ — CONNECT TO EXISTING - - -- - - - - -- all FOUNTAIN DISCHARGE CONNECT T EXISTING _ _ 211 25° ELL ' 4" FOUNTAIN DI A.RGE� — — — _ ���-�- - - - -- USING 22.50 ELL EXISTING 4" TO BE CAPPED � //L�2.50 ELL --- !� / /101 22.5° ELL AND GROUTED IN PLACE / o� 6 X 1 %2 TEE, SMALL FOUNTAIN NOZZLE, AND RECESSED LIGHT (TYP.) PIPING DETAIL B SEE DETAIL A Scale 1/411 =1' 2 3 --- - - - - -- --- - - - - -- _ ___ _ USING 22.50 AND 11.250 ELBOWS ----- - - - - -- - - - -- -___� - o_ 22.5° ELL Ns.Q4^ PM: '` '�'�' '� DrawnBy::: CITY OF BAKERSFIELD - CITY PROJECT NO. P5K229 SHEET NO. M NEA ey er � �ry,� / �c��`F°" AutoCAD File: BRIGHT HOUSE NETWORKS AMPITHEATRE IMPROVEMENTS Civil Engineering, Inc. COB15006FT1 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 File No: OF q• /b' /S COB-15 -006 SITE PLAN J Phone 661 - 836 -9834 FAX 661- 836 -9761 Date: 1 2 -4 -16 Plan check b City staff RDMrJ Richard D. Meyer RCE 28104 Date 9/16/15 Rev. No. Date Revision Description Approved B SITE PLAN CITY RECORD No. CITY OF BAKERSF/ELD AL /F229 En sneer. o&owE' BRIGHT HOUSE NETWORKS SHEET NO. C ORN /off PUBLIC WORKS DEPARTMENT 9 Dote. Feb. 4, 16 Checked By. I.. S AMPHITHEATER IMPROVEMENTS 2 OF 5 O 1 2 3 / \ , \ _---------- --- ----- - - - - -- \ %`\ \ i EXISTING FOUNT"> 6 NOZZL E "`R > CONNECT TO r / ®r ISTING CONDUIT / m I / , 3 NG� -6 I NC FOU 1 , .0, / �rAM ETE R 1�,%`,NIFOLD ZEMOV,ED — \ \ No. \ � 1 A-- i \ ' 3 \ 4 REVISIONS DATE DESCRIPAOJ LOCATE AND CONNECT TO " -- - - - -- �' EXISTING CONDUIT FOR FOR RECESSED - LIGHTS R , -''�— - _ - -- --- - - - - - -- \ RECESSED LIGHTS i / / / / G - -- ----- - - -� -- - - -- _ _ /� / \ PV 4" PVC (� — ---� NEW 6 FOUNTAIN DISCHARGE \\ \ ' SEE DETAIL B \ \\ EXISTING 4 FOUNTAIN DISCHARGE \ ' \' TO BE M�DJFJ E� NEW HEADWALL 2 — — VA // SEE DETAIL B , -'`- - - - -- -- - - - - -- - -- -I�fEW HANDRAIL_ RELOCATED FOUNTAIN NOZZLES AND RECESSED LIGHTS (TYP.) SEE DETAIL C 3 APPROXIMATE SAW -CUT PATH AIMA/ Gn c7ni IAIT \` ----------------------------- 11N MANIFOLD --- -STAGE EDGE EXISTING 6" FOUNTAIN DISCHARGE TO BE MODIFIED 22.5° ELL EXISTING 4" FOUNTAIN DISCHARGE TO BE REMOVED q DISCHARGE SEE DETAIL B 2 PLAN VIEW Scale 1/4" =1' EXISTING 6" FOUNTAIN DISCHARGE AND MANIFOLD TO BE REMOVED EXISTING CONDUIT CONNECT TO EXISTING 4" FOUNTAIN DISCHARGE USING 11.250 ELL �-- 22.5° ELL --- - - - - -_ — CONNECT TO EXISTING - - -- - - - - -- all FOUNTAIN DISCHARGE CONNECT T EXISTING _ _ 211 25° ELL ' 4" FOUNTAIN DI A.RGE� — — — _ ���-�- - - - -- USING 22.50 ELL EXISTING 4" TO BE CAPPED � //L�2.50 ELL --- !� / /101 22.5° ELL AND GROUTED IN PLACE / o� 6 X 1 %2 TEE, SMALL FOUNTAIN NOZZLE, AND RECESSED LIGHT (TYP.) PIPING DETAIL B SEE DETAIL A Scale 1/411 =1' 2 3 --- - - - - -- --- - - - - -- _ ___ _ USING 22.50 AND 11.250 ELBOWS ----- - - - - -- - - - -- -___� - o_ 22.5° ELL Ns.Q4^ PM: '` '�'�' '� DrawnBy::: CITY OF BAKERSFIELD - CITY PROJECT NO. P5K229 SHEET NO. M NEA ey er � �ry,� / �c��`F°" AutoCAD File: BRIGHT HOUSE NETWORKS AMPITHEATRE IMPROVEMENTS Civil Engineering, Inc. COB15006FT1 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 File No: OF q• /b' /S COB-15 -006 SITE PLAN J Phone 661 - 836 -9834 FAX 661- 836 -9761 Date: 1 2 -4 -16 Plan check b City staff RDMrJ Richard D. Meyer RCE 28104 Date 9/16/15 Rev. No. Date Revision Description Approved B SITE PLAN CITY RECORD No. CITY OF BAKERSF/ELD AL /F229 En sneer. o&owE' BRIGHT HOUSE NETWORKS SHEET NO. C ORN /off PUBLIC WORKS DEPARTMENT 9 Dote. Feb. 4, 16 Checked By. I.. S AMPHITHEATER IMPROVEMENTS 2 OF 5 O 1 2 3 \ \ \ \ _---------- --- ----- - - - - -- \ %`\ \ i EXISTING FOUNT"> 6 NOZZL E "`R > CONNECT TO r / ®r ISTING CONDUIT / m I / , 3 NG� -6 I NC FOU 1 , .0, / �rAM ETE R 1�,%`,NIFOLD ZEMOV,ED — \ \ No. \ � 1 A-- i \ ' 3 \ 4 REVISIONS DATE DESCRIPAOJ LOCATE AND CONNECT TO " -- - - - -- �' EXISTING CONDUIT FOR FOR RECESSED - LIGHTS R , -''�— - _ - -- --- - - - - - -- \ RECESSED LIGHTS i / / / / G - -- ----- - - -� -- - - -- _ _ /� / \ PV 4" PVC (� — ---� NEW 6 FOUNTAIN DISCHARGE \\ \ ' SEE DETAIL B \ \\ EXISTING 4 FOUNTAIN DISCHARGE \ ' \' TO BE M�DJFJ E� NEW HEADWALL 2 — — VA // SEE DETAIL B , -'`- - - - -- -- - - - - -- - -- -I�fEW HANDRAIL_ RELOCATED FOUNTAIN NOZZLES AND RECESSED LIGHTS (TYP.) SEE DETAIL C 3 APPROXIMATE SAW -CUT PATH AIMA/ Gn c7ni IAIT \` ----------------------------- 11N MANIFOLD --- -STAGE EDGE EXISTING 6" FOUNTAIN DISCHARGE TO BE MODIFIED 22.5° ELL EXISTING 4" FOUNTAIN DISCHARGE TO BE REMOVED q DISCHARGE SEE DETAIL B 2 PLAN VIEW Scale 1/4" =1' EXISTING 6" FOUNTAIN DISCHARGE AND MANIFOLD TO BE REMOVED EXISTING CONDUIT CONNECT TO EXISTING 4" FOUNTAIN DISCHARGE USING 11.250 ELL �-- 22.5° ELL --- - - - - -_ — CONNECT TO EXISTING - - -- - - - - -- all FOUNTAIN DISCHARGE CONNECT T EXISTING _ _ 211 25° ELL ' 4" FOUNTAIN DI A.RGE� — — — _ ���-�- - - - -- USING 22.50 ELL EXISTING 4" TO BE CAPPED � //L�2.50 ELL --- !� / /101 22.5° ELL AND GROUTED IN PLACE / o� 6 X 1 %2 TEE, SMALL FOUNTAIN NOZZLE, AND RECESSED LIGHT (TYP.) PIPING DETAIL B SEE DETAIL A Scale 1/411 =1' 2 3 --- - - - - -- --- - - - - -- _ ___ _ USING 22.50 AND 11.250 ELBOWS ----- - - - - -- - - - -- -___� - o_ 22.5° ELL Ns.Q4^ PM: '` '�'�' '� DrawnBy::: CITY OF BAKERSFIELD - CITY PROJECT NO. P5K229 SHEET NO. M NEA ey er � �ry,� / �c��`F°" AutoCAD File: BRIGHT HOUSE NETWORKS AMPITHEATRE IMPROVEMENTS Civil Engineering, Inc. COB15006FT1 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 File No: OF q• /b' /S COB-15 -006 SITE PLAN J Phone 661 - 836 -9834 FAX 661- 836 -9761 Date: 1 2 -4 -16 Plan check b City staff RDMrJ Richard D. Meyer RCE 28104 Date 9/16/15 Rev. No. Date Revision Description Approved B SITE PLAN CITY RECORD No. CITY OF BAKERSF/ELD AL /F229 En sneer. o&owE' BRIGHT HOUSE NETWORKS SHEET NO. C ORN /off PUBLIC WORKS DEPARTMENT 9 Dote. Feb. 4, 16 Checked By. I.. S AMPHITHEATER IMPROVEMENTS 2 OF 5 O 1 2 3 W w 0 Q m 0 w O .. Q 0 0 N O 0 7D F- L_ O O m O / 0 / O O i m O / m O tl U- R W N 1 N ,i4o EXISTING HEADWALL, HANDRAIL, AND LINER rte_ F L_� Tr-T V/ l l\ V, 1 1 1 . HEADWALL DETAIL B Scale 211=11 3 Scale 1/2'1 =1' kLL HANDRAIL PER SITE PLAN JCK OUT OR CORE DRILL FOR HANDRAIL GROUTING #4 BARS @ 18" O.C. BARS, TYP. I ALLOW SLACK IN LINER AT BASE - DO NOT ALLOW LINER TO SPAN UNSUPPORTED RAMSET LINER APPROXIMATE LOCATION OF EXISTING 4" FOUNTAIN DISCHARGE TO BE CAPPED AND GROUTED IN PLACE Y2 "x1" WIDE POLYPROPYLENE BATTEN BAR CONT. - RAMSET LINER AND BATTEN BAR TO WALL @ 6" O.C. CONT. SPACE AS CLOSE AS PRACTICAL PRE -FAB FOUNTAIN NOZZLE PER THE PEMS FOUNTAINS #53A /08 "GEYSER" TYPE HEAD 1 -1/2" DIA THREADED FEMALE END SET PER MFR AS REQUIRED �- SEAL PIPE AND CONDUIT TO LINER WITH PIPE BOOT PER LINER MFR FOUNTAIN AND LIGHT DETAIL C Scale 2" =1' PROVIDE GROUNDING TO BASIN REINFORCING PER CODE /- APPROX. SAW -CUT LOCATION SEAL NEW LINER TO EXISTING PER LINER MFR REINSTALL WET NICHE UNDERWATER LIGHT RECESSED IN FLOOR OF POOL PER "THE FOUNTAIN PEOPLE" MODEL F- 1035AN -LV 300WATT W /CLEAR LENS AND ALL COMPONENTS INSTALLED PER THE NATIONAL ELECTRIC CODE lN..ssIa � PM: RDM M eyer '` Ev` "14 Drawn By: CITY OF BAKERSFIELD - CITY PROJECT NO. P51<229 SHEET NO. d'j Cry1L �! NEA i ���� AutoCADFile: BRIGHT HOUSE NETWORKS AMPITHEATRE IMPROVEMENTS Civil Engineering, Inc. COB15006FT1 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 ^,s File No: 006 OF f J PROFILE VIEW AND DETAILS Phone 661-836-9834 FAX 661- 836 -9761 Date: 1 2 -4 -16 Plan check b City staff RDM 5 Richard D. Meyer RCE 28104 Date 9/16/15 Rev. No. Date Revision Description Approved B PROFILE VIEW AND DETAILS CITY RECORD No. Fh Abw CaNSM Drown: Meyer BRIGHT HOUSE NETWORKS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIol PUBLIC WORKS DEPARTMENT Job No.: RW229 Engineer. S LOWS Dote: Feb. 4, 16 Checked By. LS AMPHITHEATER IMPROVEMENTS 3 OF 5 D 1 2 3 w 0 J w z Q V) m 0 w 0 J 0 d' I I CL 0 Nt L6 0 N 0 C) (1) a V) a� 0 _o 0 3 0 U) _0 0 N N 0 c QD I 0 N I C� z Q w V) Q ry �I x w 01 N 0 z F- Q w V) Q ry x w Y Q Q U) V) v Q V) 0 z Q 0 / EXISTING- ~- ` HANDRAIL REMOVE° TO REMAIN ")EMOVE EXISTING EXISTING . '� \ \ EXISTING HEADWALL HANDRAIL \ \ / ' / ' ✓ HANDRAIL `'° " \ ` 'x \ S �� \ ,, INSTALL 5.5 LF OF "- - IONtj 'EXISTING \ \ it \% / NEW HANDRAIL "--�! E . -00 -� - HANDRAIL �JNSTALL 5.5 LF OF \ / 2G� / \ / f, ! "�Q QD TOP OF RAIL EL. 2.25' -- °`°� k(ANDRAIL TO REN�"A/N •� �P�, ,.. i, EXISTING ," -'° "� p) - - - REMOVE \ f \ C9 \ f HANDRAIL / ,, I \\� 5- �_ �cG; EXISTING \ TO REMAIN ,"-' EP KWA �lq�\� ` HANDRAIL \ +�c \ f Tj REM a \, .� E j' � � �� REGULAR SEATING EX)STING 1 �P ND A( RAIL -EXISTING ' \ Mrn HANDRAIL P OF (L 2.25 f� TOP EL. 2. TO REMAIN-) r / 3.5' ABOVE WALL- - 10 N r r OP AL On 'QS WA ' `00 CI k r1 C6 C8 °� 1 �' 3 I � f C2 � � CS \ i l � C9 � `k C12 , I / / C4 I *W HEADWALL �i NEW HANDRAIL (Typ,) i TOP WALL EL. 0.00 - � NOTE: EXISTING HANDRAIL SHALL BE MODIFIED AND NEW CONNECTIONS OF NEW HANDRAIL TO EXISTING SHALL BE FIELD -FIT. I C10 NEW HEADWALL NEW HANDRAIL T . ° I /ADDITIONAL SEATING (yp) 171 REGULAR\ TOP WALL EL. 0.00 ` 5 ADA w/5 COMPANION -�- � � � � _. . ....._. .. ,. ... ....... .._ ._ 181 TOTAL ... QRpFESS /ON k;�Q SINGN c !F xz�Z4!�_e R GISTERED CIVIL ENGINEER �� C 80507 * Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE '9TF CIVIL O�� BAKERSFIELD, CA 93301 CAS \F REVISIONS No. DA TE I DESCRIP TION 02/17/2016 1 ADDED HANDRAIL DETAILS AND NOTES CURVE DATA TABLE - CENTER OF HEADWALL CURVE No. RADIUS B.C. RADIAL BEARING DEL TA LENGTH TANGENT DESCRIPTION C1 13.815' N54 041'39 "W 27030'42" 6.63 3.381 HANDRAIL C2 13.815' N27 010'57 "W 14 001109" 3.38' 1.70' HANDRAIL C3 19.148' S13 009'48 "E 08 005'20" 2.70' 1.35' HANDRAIL C4 19.148' S21 015'08 "E 50 004'22" 16.734' 8.944 HANDRAIL C5 37.607' N71 019'30 "W 05 059'19" 3.93' 1.967' HANDRAIL c6 37.607' N65020'll "w 07 037'08" 5.00' 2.504' HANDRAIL C7 37.607' N57 043'02 "W 25 022'30" 16.655' 8.467' HANDRAIL C8 37.607' N32 020'32 11W 07 037'08" 5.00' 2.504' HANDRAIL C9 37.607' N24 043'24 "W 05 °59'19" 3.93' 1.967' HANDRAIL C10 19.148' S18 044'05 "E 50 004'22" 16.734' 8.944' HANDRAIL C11 19.148' S68 048'27 "E 08 005'20" 2.70' 1.35' HANDRAIL C12 13.815' N76 053'47 "W 14 001109" 3.38' 1.70' HANDRAIL C13 13.815' N62 052'38 "W 21 010100" 5.104' 2781' HANDRAIL HA NO 9A IL A rIONO 3.5' ABOVE WALL 2' ABOVE WALL 2' ABOVE WALL 2' ABOVE WALL 2' ABOVE WALL 1.25' ABOVE WALL 1.25' ABOVE WALL 1.25' ABOVE WALL Ln I -5.66 HUHIGVMNANIUN - ADAICOMPANION P OF NEW SEATING AREA �-- - - - - -- --------------- - - - - -- ---- - - - - -- - - - - - --------------------------- -- - - - - - - -- - - - - - -- ------------------ - - - - -- -- - - - - -- SEATING AREA HEADWALL 6.63' 6.08' 20.66' 5'--- 16.66' S' 20.66' 6.08' 5.10' TOP OF NEW FINISHED FLOOR AT HEADWALL FINISHED FLOOR AT HEADWALL HEADWALL HAN�RA /L nETA /L ALONG NEW HEADWALL SEE SHEET 5 FOR NEW SEAT /NG ARF',4 nR,n► ini i o vi"T HEADWALL NEW HANDRAIL ATTACHMENT POINT WALKWAY EL. 0.00 �• / � \/ �, �' / "-,, NEW HANDRAIL __- s� \/ / P`l .,•-•- "�..: : ..: 1 a0 SEATING EL. -0.50 EXISTING \ �% HANDRAIL / TO REMAIN SEATING EL. -1.00 :: .. ... NEW HANDRAIL ATTACHWENT POINT "'EXISTING "-- HANDRAIL N " TO REMAIN SEATING EL. -1.00 C I EXISTING HANDRAIL EXISTING \ \ \ \ HANDRAIL --� TO REMAIN \ \ f \ HANDRAIL ACHMENT POINTS ,00 t \ \ �// 4 IU� f NEW 31NCH FLOOR DRAIN J 4 "Min .. -/oo B T . -1.5 ; t ' BTM. BOND L. -1.7' \� ��- 13T1C1 PONDL. -1.7' i BTM.ONDEL. -1.' NEW HANDhA /L . -- -- -~ NEW 3 INCH FLOOR DRAIN • � �� ,.�-� --.,. l �El' CH hOOR DRAIN TOP HEADWALL EL. 0.0' NEW HEADWALL ' T L SATIN /� I J BTM, POND EL. -1.8' 171 REGULAR l BTM. POND EL. -1.8' POND EL. -1.5' / t i \ 181 TOTAL 1 i I i STAGE EL. 237 A001TIONAL �5EA WING LAYOUr File Nome.- EXTRA- SEAIlN6- 2015 -6 nozzles -1st row down half foot I Drawn: S. LOWE CITY OF BAKERSF /ELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P5K229 Engineer: S. L0WE Date: Feb. 17, 16 lChecked By.- LS ' � EXISTING WALKWAY FINISHED FLOOR OF NEW SEATING AREA EXISTING HEADWALL WALK ISLE HANDRAIL DETAIL BRIGHT HOUSE NETWORKS AMPHI THEA TER IMPROVEMENTS 7.3 - /S7 YOUT CITY RECORD No. 0 SHEET NO. 4 OF 5 1 2 3 c u c c C h U I a H Ll LC C n I L z a v I a x w Y ry a n I a I O ry U) Y a n / U7 CD Z_ a ry ►lo -1 2 3