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HomeMy WebLinkAbout7.3-159LIST OF DRA WINGS SHEE T I Tl TL E SHEET SHEET 2 DETAILS & SECTIONS SHEET 3 SITE PLAN & GRADING PLAN BENCHMARK CHISLED "X" Cl T Y HALL VENT CP ELEV= 432.50 BA SI S OF BEA RING CITY OO F BA � ERSFIELD r, OR A FA CEN TERL I NE OF 4TH S TREE T BETWEEN P S TREE T& R S TREE T S89 *10'48 "E CITY STANDARDS SW -5, SW -6, SW -7, L -2, L -3, L -4 STATE STANDARDS CAL TRANS STANDARD SPECIFICA TIONS, MA Y 2006 ED. CONVENTIONAL SYMBOLS - - - - -- EASEMENT -- -- RICH T —OF— WA Y CEN TERLINE IIIIIIIIIIIIIIII I I I I I I I I I RAILROAD TRACKS x CHAIN LINK FENCE LOWELL PARK RESTROOM FACILITY — — = = — = EXIST CURB &GUTTER ------- -- -------------- - - - - -- EXIST A.C. FLOWLINE --- '�=-------- ' /=-------- EXIST. EDGE OF PAVEMENT GUARD RAIL IMPRO VEMEN TS M. H. 0 MANHOLE P.P. -W POWER POLE ® EXIS TING MONUMEN T 10 FUTURE UTILITY SYMBOLS O WATER METER W EXIST WA TER LINE s EXIST SEWER LINE G.M. G EXIST GAS LINE SD EXIST STORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUND APPROVER BY. LINES Q POWER LINE TV EXIS T UNDERGROUND T EXIS T UNDERGROUND TV CABLES PHONE LINE O EXIST OIL LINE FO EXIST FIBER OPTIC LINE M. H. 0 MANHOLE P.P. -W POWER POLE ® EXIS TING MONUMEN T 10 FUTURE MONUMENT S.L. O WATER METER l� STREET LIGHT WATER VALVE G.M. • C.O. GA S ME TER G.V. STREET LIGHT W /M, STREET LIGHT W /MAST ARM CLEAN OUT CLEAN OU T (D., � FIRE HYDRANT W.M. O WATER METER W.V. Da WATER VALVE G.M. ® GA S ME TER G.V. N GAS VALVE BEN. CHMA RK 24T1I S'TRU'T TRUXTUN 4 F I it CAL /PORN /A .! 4E I [--� 11 6TH STREET A HT STR �T //*TY 58 LOCATION MAP NOT TO SCALE »'8 0 PRO.IECT SITE J r El Job No.: P8C219 File Path: K: \LDD— ENGINEERING \P8C219 — Lowell Park Restroom Facility File Name: BASE.dwg STATE OF CALIFORNIA NO TE: THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: CL4 SS B NO TE: THE CONTRACTOR SHALL CONTACT THE USA L OCA TOR SERVICE 1- 800 -642 -2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH � QROFESS /oN gEAN � C 46803 * Exp.6 -30 -11 C I V I \- OF CAO� NA U APPROVER BY. Q RAUL . ROJAS, R.C.E. 39800, EXPIRES PUBLIC WORKS DIRECTOR 12 -31 -11 DATE C) Q APPROVAL RECOMMENDED BY: _ W ASSISTANT PUBLIC WORKS DIRECTOR DATE Q J CIVIL ENGINEER IV — E IGN ENGINEERING DATE J O RECREATION AND PARKS LOWELL PARK RESTROOM FACILITY LOWELL PARK 0 1 DATE NO 1 OF 3 SHEETS 2 3 F- Q z ry W m Q O W Q M w O W r a Ln N O O N N c 0 W W U) Q M U E 0 0 U) I II �, I � 0 �0 j W N U 00 i_ 0 z W W z_ U z W I C) Y @ MAIN LINE Bockfill and compact according to standard ST -16. See Caltrons Specs. for surface Finished Grade 1 1.0' 01 �,n) 1 treatment or as directed by �� the Recreation and Parks Director. \ \; O LA T£RAL LINE / (a,IimJ r- Finished Grade Place Moxicom wiresy// 9. All irrigation mainlines 20" (50mm) in diameter and 2.5' (0.76m) deep in o Schedule 40 PVC conduit when less shall be Schedule 40 PVC. Irrigation moinlines greater crossing roadways or under any hard surfaces. near the main line of the 9 draining blind pick hole tite PVC Schedule 40 or opproved equal by the Recreation 2 Where the roinbird moxicom irrigation system is and Parks Director o clock high l with the power supply or valve wiring. Locate the maxi- 10. Any and all changes sholl be opproved by the Recreation com cable near the main line of o 9 o'clock position. position. 3. If more than one line is installed per trench, provide 11. All irrigation installation shall be in accordance with 0.5' (0.15m) horizontal and vertical separation. city standards, the latest approved edition of the Uniform letters, 0.125" (3mm) high MANHOLE Plumbing Code, Manufacturer's Recommendations, Section 4. All PVC solvent (glue) shall be /711 (primer is 20 of the Standard Specifications, and as directed by the required on main line only) Recreation and Parks Director. 5. Landscape and irrigation improvements within the For large turf heads dedicated street right -of -way may require on open \ \\\ street permit. Check with city engineering deportment 13 See opproved landscape and irrigation plans and legends for requirements. \ \X 4. All homes and covers shell be 'gray cost iron, free and performance requirements 6. Where open street cuts ore required to install various type of the blocking must be based on the irrigation lines and /or wires, all street patching within 9. The 2.0" (50mm) pattern fetters on the manhole covers the city right- of -woy sholl be in accordance with city ** Fa smolt standard ST -12 or as directed by the City Engineer. 10. Assembly sholl be designed for highway loading of HS 20 -44. Place irrigation FILENAME: L -2REV turf heads DATE 6/2/99 STANDARD DRAWN accordance with manufacture's recommendation and control as directed by the Recreation and Parks Director. & bubblers 8 All irrigation lateral lines shall be clefs 200 PVC. \ wires near the main SHEET N0. �j CITY CITY OF BAKERSFIELD 1_9 gIIIIIIIIIIIII bundled and toped at sewer main. // Bockfill 10' (3.0m) intervals. Locate wires at the Meter Galvanized Piping &Fittings 3 o clock position. /.� / /.� / // /.� / /.� / //. To Valves NO TES: 1. All electrical wiring and water lines sholl be installed 9. All irrigation mainlines 20" (50mm) in diameter and 2.5' (0.76m) deep in o Schedule 40 PVC conduit when less shall be Schedule 40 PVC. Irrigation moinlines greater crossing roadways or under any hard surfaces. than 20" (50mm) in diameter shall be class 200 ring draining blind pick hole tite PVC Schedule 40 or opproved equal by the Recreation 2 Where the roinbird moxicom irrigation system is and Parks Director specified, the moxicom cable must not come into contact high l with the power supply or valve wiring. Locate the maxi- 10. Any and all changes sholl be opproved by the Recreation com cable near the main line of o 9 o'clock position. and Parks Director prior to implementation. 3. If more than one line is installed per trench, provide 11. All irrigation installation shall be in accordance with 0.5' (0.15m) horizontal and vertical separation. city standards, the latest approved edition of the Uniform letters, 0.125" (3mm) high MANHOLE Plumbing Code, Manufacturer's Recommendations, Section 4. All PVC solvent (glue) shall be /711 (primer is 20 of the Standard Specifications, and as directed by the required on main line only) Recreation and Parks Director. 5. Landscape and irrigation improvements within the 12. All material used shall be new and he from imperfections dedicated street right -of -way may require on open (a4s�►I) street permit. Check with city engineering deportment 13 See opproved landscape and irrigation plans and legends for requirements. for specific model number, size, quantity, manufacturer, 4. All homes and covers shell be 'gray cost iron, free and performance requirements 6. Where open street cuts ore required to install various type of the blocking must be based on the irrigation lines and /or wires, all street patching within 9. The 2.0" (50mm) pattern fetters on the manhole covers the city right- of -woy sholl be in accordance with city sholl have one of the following designations.- DRAIN or SEWER standard ST -12 or as directed by the City Engineer. 10. Assembly sholl be designed for highway loading of HS 20 -44. 7 When there is a change in fitted direction, all iaigotion FILENAME: L -2REV main lines larger than 2.0" (50mm) in diameter (pressure lines) shall be secured with concrete thrust blocks in DATE 6/2/99 STANDARD DRAWN accordance with manufacture's recommendation and DAH DETAILS FOR CHECKED as directed by the Recreation and Parks Director. PIPING, TRENCHING, M. SHAW 8 All irrigation lateral lines shall be clefs 200 PVC. SCALE AND BACKFILL N.T.S. If lateral line is located under o hard surface, APPROVED SHEET N0. Schedule 40 PVC is required. CITY CITY OF BAKERSFIELD 1_9 Sawcut & Finish .0. 5" (15mm) Rod. 20' x 20' (060 x 06m) PCC Ak 20's 21Y (06m x aAn) PCC Afft Approved MOstic 4. W. • 'A 8,ig . 9;a 7.0 uidin� poper or (0..2,4 r. 0. 18m). plostic<,shee ng ppPeI,,collar.,.; i Grovel 2.0' x 2.0' (a6m x a6m) Caeae/e raftwipn CLEANOUT SECTION NO TES: 1. All work shall conform to the applicable sections of the specifications entitled "Standard Specifications, State of California, Business and Transportation Agency, Deportment of Transportation" approved current edition. 2 Pipe material shall meet 1.4.2 3 Al/ concrete shall be Class V. 4. Cleonout frame and cover shall conform to the City of Bakersfield standard SW -6. 5 Concrete sholl hove no additives unless prior written approval is obtained from the City Engineer 6 Concrete shall be cured with a white pigmented curing compound per Sec. 90 -7.018 of the standard specs. 7 Top of slob shall be troweled smooth and given o light broom finish. 8. 959 relative compaction is required per city std. ST -13 P. CC slab not to be poured until paving is in place - Sawcut & Finish .0.5" (15mm) Rod. roi EUVM Ue(0#4 : see I ff sectfo Limits of 959 compaction Limits of 9 per ST -13 compaction per ST -13 COMPACT /ON DETAIL 9 Building poper or plastic shall be placed between the 0.5' (0.15m) concrete foundation and 4.5" (0.12m) slob. 10. Fill cavity between pipe and collar with grovel to within 0.5" (15mm) of top of pipe. Caulk remaining 0.5" (15mm) with opproved mastic to top of pipe for water tight seal. Il. Collor sholl be VCR, ABS, or PVC pipe. 12. Finished PCC slab to be 0.125' (3mm) min. and 0.25' (5mm) max. below finished poving surface. FILENAME: SW -5REV d .15•� 1.5 Required on all Assemblies ( O CONCRETE APPROVED SLAB PLAN a�n" (a6h►►) 2523" (06#n) y7 See Detail "4" 1 1� ?0' (0 fin) cam► SECTION A -A -A 1.0" (25mm) pattern Concrete letters, 0.125" (3mm) 1.5" (40mm) self high draining blind pick hole 20' (501mm) pattern Finished letters, 0.125" (3mm) Surfaces high l A A SEWER sholl be machined for a smooth non - rocking fit between Notch lid to find pick hole Grade I.5' 4Gt 1.0" (25mm) pattern letters, 0.125" (5mm) letters, 0.125" (3mm) high MANHOLE l.5' tin \\ country of origin NO TES: Specifications of the California Deportment COWWO so of Transportation, opproved current edition. in a quick- drying, let -block asphaltic compound to (a4s�►I) direction (bends, tees), changes of velocity provide o protective coating. (reducers, valves), and pipe dead ends 4. All homes and covers shell be 'gray cost iron, free DETAIL "A" from warps, crocks, holes, swells and cold -shot, and type of the blocking must be based on the shall have o workmanlike finish. Highway loading should 9. The 2.0" (50mm) pattern fetters on the manhole covers be HS 10 -44. sholl have one of the following designations.- DRAIN or SEWER 5 Costing sholl conform to the provisions of the specifications 10. Assembly sholl be designed for highway loading of HS 20 -44. a % \ /! \! /\1! New Concrete / FILENAME: SW -6REV Female Adaptor with the latest opproved edition of the Uniform Plumbing Code. ME Concrete Thrust / gIIIIIIIIIIIII sewer main. Block per U.P.C. Meter Galvanized Piping &Fittings %� / /.� / /.� / // /.� / /.� / //. To Valves (T)pical throughout) ©DOUBLE CHECK OR REDUCED PR£SUR£ BACKF /LL PREV£NTER (Greoter thon 2.0" (50mm) Dio.) Bross Fittings /Nipples NO TES: 1. Except as noted, oil piping and Fittings sholl be galvanized unless approved by the Recreation and Parks Director. Bross Fittings / Nipples La' (aJ 2 Use teBon pipe tape on off threaded pints or ob w how Finished opproved equal by the Recreation and Parks Director. ip"f ► hwd Grade 3. All materials shall be new and free from imperfections (P* dwy) 15' Concrete 1.5' Ak 4. See opproved landscape and rrigotion plans and (045") Slob 7 (045m) legends for specific model numbers, size, quantity, manufacturers, and performance requirements. /i� 5 /ib�f��/ \/ \/ \/i /ice /ice /i ; \, Femote 5. All transitions from galvanized pipe to PVC pipe shall be Schedule 40 /emole °1 // tor constructed with adopter or opproved equal by the Recreation and Parks Director. Concrete i thrust block,\ j 6 A 6.0' (0.15m) thick reinforced concrete slob is per U.P.C. �\ .'.. required for all rooter protection devices. Minimum clearance shall be 1.5'(0.45m) on all sides of the \\ device and as directed by the Recreation and Parks :: y ;; . a \ \ \ Director. (See standard L -1) Galvanized Froi/v \i4t�✓bv/t� /i,� / /i.� /lei . / /i� / / /� / /i� //,, \\ 7 All irrigation installation shall be in accordance with city standards, the latest accepted edition of the OBACKFL0W PRE VENTER Uniform Plumbing Code, manulocturer's recommendotion, (2.0" (50mm) and less) Section 20 of the standard specificotions, and os directed by the Recreation and Parks Director. 8 Any and all changes shall be opproved by the Water protection unit Recreation and Parks Director before implementation. %S' Aik FILENAME: L -3REV d .15•� 1.5 Required on all Assemblies ( O CONCRETE APPROVED SLAB PLAN a�n" (a6h►►) 2523" (06#n) y7 See Detail "4" 1 1� ?0' (0 fin) cam► SECTION A -A -A gas" (a2�►) IL a n" (aa,r►►) a625• (Ismm) 1 Ir (a4.►) SECTION B -B _ff- ar (isam) note 11. 1.0" (25mm) Dio. center hole (15mm) pattern 0.125" (3mm) CLEANOUT high 1. Alf frames and covers sholl be tested for accuracy 1.0" (25mm) pattern Concrete letters, 0.125" (3mm) 1.5" (40mm) self high draining blind pick hole 20' (501mm) pattern fa letters, 0.125" (3mm) Surfaces high l A A SEWER sholl be machined for a smooth non - rocking fit between Notch lid to find pick hole See note 11. 1.0" (25mm) pattern 1.0" (25mm) pattern letters, 0.125" (5mm) letters, 0.125" (3mm) high MANHOLE high. Location for \\ country of origin NO TES: Specifications of the California Deportment gas" (a2�►) IL a n" (aa,r►►) a625• (Ismm) 1 Ir (a4.►) SECTION B -B _ff- ar (isam) note 11. 1.0" (25mm) Dio. center hole (15mm) pattern 0.125" (3mm) CLEANOUT high 1. Alf frames and covers sholl be tested for accuracy © 45" T££ Concrete of fit and shall be marked in sets prior to delivery. 1. All mainlines installed o es s(a ed shall be tested as per I Machined Thrust Block (Typical) fa \� Surfaces 2 The seats of homes and bearing faces of the covers must be constructed where corings are mode. The 3 sholl be machined for a smooth non - rocking fit between 10.5" (0.27m) to cores. I� 3 Portland cement concrete used for thrust the two castings. Toper \\ Cover 3. Castings sholl be thoroughly cleaned and dipped twice Specifications of the California Deportment \ \\ of Transportation, opproved current edition. in a quick- drying, let -block asphaltic compound to Frame direction (bends, tees), changes of velocity provide o protective coating. (reducers, valves), and pipe dead ends 4. All homes and covers shell be 'gray cost iron, free DETAIL "A" from warps, crocks, holes, swells and cold -shot, and type of the blocking must be based on the shall have o workmanlike finish. Highway loading should 9. The 2.0" (50mm) pattern fetters on the manhole covers be HS 10 -44. sholl have one of the following designations.- DRAIN or SEWER 5 Costing sholl conform to the provisions of the specifications 10. Assembly sholl be designed for highway loading of HS 20 -44. for grog -iron castings, serial designation ASTM: A -48 6. All anchor rods shall be reinforced steel and (latest revision), Class No. 308. 11. 2.0' x 1.0" (50mm x 25mm) diamond mat 0.125" (5mm) deep. / FILENAME: SW -6REV CITY OF BAKERSFIELD, CALIFORNIA 6 The name of the manufacturing company shall be on the underside of the cover. 7 Manhole frame shall weigh not less than 120 lbs (54kg) nor more than 250 Ibs (113kg). The cover shall weigh not less than 110 Ibs (54kg) nor more than 100 Ibs. (91kg). APPROVED 8 Manhole covers shall hove o self draining blind pick hole unless otherwise opproved by the City Engineer. CITY ENGINE[ OVAL VE © 45" T££ Concrete a TEE 1. All mainlines installed o es s(a ed shall be tested as per ANCHOR manufactures specifications and shall be a part Thrust Block (Typical) fa \� , "j, OM 22 112" ELL O CROSS \\ \\ © 90" ELL O PLUG j 77 j \�: " \ ®45" TEE ELEVA T /ON O REDUCER FILENAME: L -4REV 1 © 45" T££ NO TES: 1 For pipes 6.0" (0.15m) to 1.0' (0.3m) in diameter, o 1. All mainlines installed o es s(a ed shall be tested as per licensed contractor who has the proper equipment and manufactures specifications and shall be a part .� \ \�. \ \��\ of the installation specifications 2. All trenching depths shall be per city stand- must be constructed where corings are mode. The 3 ard sheet L -2 and L -XX, details D, E, and F. ° to cores. I� 3 Portland cement concrete used for thrust 1 1 blocks sholl be Class B" as per applicable \\ provisions of Section 90 of the Standard \•�\ Specifications of the California Deportment \ \\ of Transportation, opproved current edition. \ \\ 4. Thrust blocks shall be used at changes of direction (bends, tees), changes of velocity ®45" ELL (reducers, valves), and pipe dead ends 5 When thrust blocks ore used, the size and type of the blocking must be based on the maximum thrust force expected and the load - 6. All installations sholl be inspected by the Public Works bearing copocity of the soil. Department of the City of Bakersfield prior to bockfill. 6. All anchor rods shall be reinforced steel and o minimum of 05' (15mm) in diameter. / 7 All concrete thrust blocks shall be in accordance �� \\ with the latest opproved edition of the Uniform Plumbing Code. ME O PLUG j 77 j \�: " \ ®45" TEE ELEVA T /ON O REDUCER FILENAME: L -4REV 1 File Name: BASE dw Drawn: TMA PUBLIC WORKS DEPARTMENT Job No.: P8C219 Engineer: TMA Date: Mar. 22, 2010 Checked By ELEVA T/ON FILENAME: SW -7REV 1 QRpFESS /ON 10 AN REGISTERED C._ l V_ lL ENGINEER CY- C 46803 yt Exp. 6-30-11 CITY OF BAKERSFIELD \P 7501 TRUXTUN AVENUE qTF cl���' BAKERSFIELD, CA 93301 of CALIF REVISIONS No. DA TE DESCRIP TION SA1 / / 2 / / 3 / / "V" GU T TER METAL GRA TE FLUSH Wl TH FL OF "V" GUTTER CAP WITH LOCK GRASS \ \ / \ \ / \ \ / \ \ / \ \/\ / \ \ / \ \ / \ \ / \ \ / \\ 1 ' CO VER OVER \ \// DRY WELL 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 /\ 00 CAP END OF 4 DRY WELL \ \/ O 4 " PERFORA TED \\ PIPE INLET PIPE \ \\ STONE FILL 1.5 o PVC PIPE \\ j/ - 3.0 INCH O o REBAR \ FILTER FABRIC DIAMETER o O ANCHOR \\ LINES TOP, 0 0 // BOTTOM, AND SIDES OF DR Y WELL 5 FOO T PL A TE DRY WELL DETAIL LOWELL PARK RESTROOM FACILITY LOWELL PARK i 191 SCALE: N TS SHEE T NO. 2 OF 3 1_ 2 3 NO TES: 1 For pipes 6.0" (0.15m) to 1.0' (0.3m) in diameter, o licensed contractor who has the proper equipment and permits is considered on opproved agent and may core into the city's lines or remove a section and construct o wye or tee. For pipes 18" (0.46m) or larger o manhole must be constructed where corings are mode. The 3 city inspector must observe the installation of saddles ° to cores. I� 2 Vtriried cloy pipe saddles sholl be extra strength cloy 1 1 pipe and sholl conform to the requirements of the West Cement Joint Coast Standards of the cloy pipe institute. Gaps formed by uneven hole cut 3 VCP saddles may have either lugs or collars into existing sewer main fool/ be plugged with poper before 4. The bell sholl be true, circular and concentric with the cementing. Do not use ookun. bore of the pipe and shall be scored on the inside of its entire depth. PLAN VIEW 5. Openings in existing sewer shall be made only large enough to admit all of saddle fitting. Lugs or collars not resting on pipe shall be blocked up and sealed with epoxy glue. 6. All installations sholl be inspected by the Public Works Department of the City of Bakersfield prior to bockfill. 7 For PVC and ABS pipe, fittings sholl be injection molded and shall be installed in line on new pipelines; cut -in fittings ore not permitted on new subdivisions or new new main lines 8 PVC or ABS saddles sholl be rubber gosketed and ME shall be fastened by stainless steel bonds. 450 Mac "Y" must not extend into sewer main. File Name: BASE dw Drawn: TMA PUBLIC WORKS DEPARTMENT Job No.: P8C219 Engineer: TMA Date: Mar. 22, 2010 Checked By ELEVA T/ON FILENAME: SW -7REV 1 QRpFESS /ON 10 AN REGISTERED C._ l V_ lL ENGINEER CY- C 46803 yt Exp. 6-30-11 CITY OF BAKERSFIELD \P 7501 TRUXTUN AVENUE qTF cl���' BAKERSFIELD, CA 93301 of CALIF REVISIONS No. DA TE DESCRIP TION SA1 / / 2 / / 3 / / "V" GU T TER METAL GRA TE FLUSH Wl TH FL OF "V" GUTTER CAP WITH LOCK GRASS \ \ / \ \ / \ \ / \ \ / \ \/\ / \ \ / \ \ / \ \ / \ \ / \\ 1 ' CO VER OVER \ \// DRY WELL 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 /\ 00 CAP END OF 4 DRY WELL \ \/ O 4 " PERFORA TED \\ PIPE INLET PIPE \ \\ STONE FILL 1.5 o PVC PIPE \\ j/ - 3.0 INCH O o REBAR \ FILTER FABRIC DIAMETER o O ANCHOR \\ LINES TOP, 0 0 // BOTTOM, AND SIDES OF DR Y WELL 5 FOO T PL A TE DRY WELL DETAIL LOWELL PARK RESTROOM FACILITY LOWELL PARK i 191 SCALE: N TS SHEE T NO. 2 OF 3 1_ 2 3 a z m w m Q m 0 J Q m 0 Li 0 m 0 N I I n Q0 66 0 N O 0 N O (D C) Q) 0 z 0 U) C 0 m I Cn Q V 0 Li E 0 0 m 0 n 3 0 J I N U 00 El- C� z w Li z CD z w I O J / ON xg396.26 x396.31 x396.42 xg39d6.21 gnd xg396.27 xg39d6.17 • • s • EX. EL EC. BUILDING 45' 3 96.33 sp < g ov r or INSTALL APRROX. 230' OF 396 A TERLINE, SEE 0VERAL xgnd ATE PLAN FO r •�9 r; s 96.1 nd xgl96.1 nd i I I X3)6.0 g x3 5.8 9 d I I I I x 3d5.7 g 395 59 sprink xx(39581 3 5.6, DANi TO EXISTING x9 d c ° n c ° p CONNECT TO EX. SEWER I LINE 0 396.56p 9 39; 89 I 395.83 1 3 5.85 t° cor6 o c� a. i gnd d x nd 1 rn 395,73 395,71 35.61 x396.15 396.19 6 �COL .° 1 g 1 g d ►� gnd xgnd x3 5.61 gnd xgnd x� d6. 5 1 5 v tp� I FF= 396.5 ° 4 4 a 1 di 1 - - -- 395.60 %'396.7 393, 4 ° '�� • 9 0 X96 f gnd xgnd xgnd 336 9 93 d 396.0 r� 395,74 s 3 5.73 393,68 co o `tnd 1 xgnd 1 gnd gnd 60 x395.61 9 .15 v• g �I gnd gnd . . 395.9 F 396.10 396 conc 396.00 ° � 395,50 p ;. x395.75 x395.81 x395. 6.19 39 27 95.95 395.72 3 ran 9 g gnd cone canc. 0 � d gn � 3 395.75 x395.68 395.61 3g6 0 co c poc ,� g gnd gnd xgnd 396.07 one poc DA PLIGHT TO EXISTING 395.82 396.16 396.04 395.74 393. one xgnd xgnd xgnd nc poc xggnd5.83 xg39d,62 x39d5.73 x395.60 x395.69 396.26 396.1 39588 g gnd gnd cone cone cmcb p CONSTRUCT /ON NOTES 10 CONTRACTOR TO ADJUST /RR /GA T /ON SYSTEM TO ACCOMODA TE NEW RESTROOM FACILITY. 2a POINT OF CONNECTION FOR POWER. CONTRACTOR TO FIELD VERYIFY EXACT L OCA TION IN BUILDING AND SIZE CONDUIT AND WIRE APPROPRIA TEL Y FOR NEW RESTROOM FACILITY. �3 POINT OF CONNECTION FOR WA TER. CONTRACTOR TO FIELD VERIFY EXACT LOCH T/ON OF WA TER LINE. ® CONSTRUCT CONCRETE 'Y' GUTTER PER C.O.B. STANDARDS. CONSTRUCT 4 FOOT W X 4 FOOT W X 4 FOOT D DRY WELL. PLACE SOD OVER DRY WELL, SEE DETAIL SHEET 2 © CONSTRUCT CLEANOUT PER C.O.B. STANDARDS. GENERAL NOTES EXACT FL OOR PLAN SIZE TO BE DETERMINED BY PREFABRICA TED RESTROOM MANUFACTURER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION CONTRACTOR SHALL MINIMIZE WORK AREA TO MINIMIZE IMPACT ON PARK OPERATIONS. BUILDING FOUNDATION SHALL MEET GEOTECHNICAL INVESTIGATION AND MANUFACTURES RECOMMENDA TONS. LEGEND; a EX. TREE 8 DESIGN CONTOUR EX. SPRINKLER ` EX. LIGH T 3g6 5 DESIGN GRADE --- - - - - -- BUILDING OVERHANG v 4" PCC CONCRETE CLASS 2 OVER 6" v . d NATURAL GROUND 90% REL COMP. \_ DRAINAGE FLOW QRpFESSlON AN REGISTER,,� ENGINEER C 46803 * Exp. 6-30-11 CITY OF BA KERSFI EL D 7501 TRUXTUN AVENUE 0�� BAKERSFIELD, CA 9330 1 OF CA-NF REVISIONS No. DA TE DESCRIPTION Ni�?l 11 1021 10 REVISED BUILDING LAYOUT & SITEWORK 2 It 1301 to 0440W ttok t 61F WAI 3 / / X471 / / Q z m w m Q m 0 J Q m 0 Li 0 J 0 N I I Q L N �r- 0 0 N Sri N a LLi V) Q m U 0 w E 0 0 L V) Q) m Y 0 a� 0 J rn N U 00 a_ c� z w w z z w 0 0 J / Y M • xg396.26 xg39d6.17 « « s x3946.17 gn 6.62 396. R canc awning op EX. AWNING sy , iw (x396.12 `conc .396.10 `conc V) IM 395.93 sprink X395.9 Xg396.0 X, SEWER LINE 7 xg396.05 395.94 sprink «' « 8 - o a av 8 t EX. EL EC. BUILDING 45' 3 ()6.33 sp g ov r car r� X396.04 396.21 96.1 gnd /\gnd 9 41n d 91' POINT OF CONNECTION n POWER L� xs3196.25 M��5.92 wv . g39.02 rid '� . 5 x39.99 « « INSTALL APRROXX, 235' OF 396 kil(i TERLINE, SEE 0VERAL Xgnd PLAN FOX 4n9q. 9 N x�9d6.1 I I I I x3 )6,C g « « xg39.82 x39.82 x395.86 3 5.7 g gnd Xg d DAYLIGHT TO EXISTING .395.:39 sprink gn conc x396.33 39 .14 395.97 395.90 395.89 conc' 395.81 g 3 6.00 gn `396 gn g9d5.84 gnd x395.6- Q e 9 �'396.45 h• 396.37 39510 v . �' 39gng op Xawning p i ° �°'r° ° 396. 5.,. v ' d conc ' CONNECT TO EX. SEWER LINE I I .595.560 .98 ° ® 395.89 I 395.83 I. I co r6• do c 'i °Xgnd Xgnd� vi g39d5.85 395,73 x395,71 35.61 396,15 Xgnd X93946.19 X39 5 i a I. :I ad. g gnd Xgnd o w 15 �• 8 t 4 4 o ° Ca` FF= 396.5 - - - - , I °• o 395.80 39 I v 0 Xgnd Xs gnd 7 395. 4 9 .93 . ° � 95.80 9 g Xgnd 396 0 c ° X39C.Q2 r,nk 395,7 �6S 1 395.73 rn ca 9 v• god I ' Xgnd I gnd '`� 939.68 5.83 x395.61 ce c ec I sl gnd 395.9 a° 5' T ° 396.10 3961 conc 396.00 �o• x395.75 395.81 395. 4 395.50 gnd Xgnd X nd 396.19 39 27 395.95 sprink g conc 396 con c. Co c0pa�gn 9d5.72 .�g395, 8 9395.75 x39.68 x395.61 0 1 g gnd 25' 396.07 h' one poc ` DAYLIGHT TO EXISTING 95.c2 395.74 396.16 x339 X 9 x39. one 396,04 g gnd 396,26 3 .1 nc pac 9 8Xg9d.83 xg39d,62 X9395.73 X35.60 x395.69 conc conc O ocbop gnd gnd 396.16 conc CONSTRUCT /ON NOTES 1I CONTRACTOR TO ADJUST IRRIGATION SYSTEM TO ACCOMODA TE NEW RESTROOM FACILITY. 2� POINT OF CONNECTION FOR POWER, CONTRACTOR TO FIELD VERYIFY EXACT L OCA T/ON IN BUILDING AND SIZE CONDUIT AND WIRE APPROPR/A TEL Y FOR NEW RESTROOM FACILITY, 3D POINT OF CONNECTION FOR WA TER. CONTRACTOR TO FIELD VERIFY EXACT LOCA T/ON OF WA TER LINE, ® CONSTRUCT CONCRETE "V" GUTTER PER C.O.B. STANDARDS. �5 CONSTRUCT 4 FOOT W X 4 FOOT W X 4 FOOT D DRY WELL. PLACE SOD OVER DRY WELL, SEE DETAIL SHEET 2. © CONSTRUCT CLEANOUT PER C.O.B. STANDARDS. GENERAL NOTES EXACT FL OOR PLAN SIZE TO BE DETERMINED BY PREFABR/CA TED RESTROOM MANUFACTURER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, CONTRACTOR SHALL MINIMIZE WORK AREA TO MINIMIZE IMPACT ON PARK OPERA TIONS. BUILDING FOUNDATION SHALL MEET GEOTECHN/CAL INVESTIGATION AND MANUFACTURES RECOMMENDA TONS. LEGEND 04040�7 EX. TREE DESIGN CONTOUR EX. SPRINKLER EX. LIGHT 3g6 DESIGN GRADE -- - - - - - - - BUILDING OVERHANG 4" PCC CONCRETE CLASS 2 OVER 6" ° • NATURAL GROUND @ 907 REL COMP. X6.10 396.22 rnh conc x395.73 395.67 9 gnd Xgnd X396.2 39 i2.�96.1�396 39 A96,1�395.87 395.74 s 96.25 conc co c canc con c �qp c gnd Xgnd x3945.59 x395.45 :395.54 b dg overhang aP Xbld overhang ap g gnd X(Ind EX, RESTROOM sulks LOWELL PAKK KEOT900M FACILITY 01TE PLAN & OKAOINO PLAN SCALE: 1" _ 10° CITY OF BAKERSFIELD, CALIFORNIA PURL File Nome: BASE lC WORKS DEPARTMENT Job No.. P8C219 Dote: Jun. 25, 10 DRAINAGE FLOW l�„� QRpFESS /pN q DEAN REGI R.-L� l VlL ENGINEER C 46803 Exp. 6 -30 -11 TY OF BAKERSFIELD 15 1 TRUX TUN A VENUE 9T C1 V I\_ BAKERSFIELD, CA 93301 F of cA-\F�� REV /S /ONS Flo. DA TE DESCRIP TION 2 / / 3? 4 UTILITY PO /NT OF CONNECTIONO RO - OVEKALL 01TE PLAN r SCALE 7 " = 40' Drown: TWA Engineer: rMA LOWELL PARK RESTROOM FACILITY SHEET N0. Checked By '(Z£Fj LOWELL PARK 3 OF 3 (C?