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HomeMy WebLinkAbout7.1-2011-00AT CITY OF BAKERSFIELD RECREATION & PARKS DEPARTMENT 900 TRUXTUN AVE. SUITE 100 BAKERSFIELD, CA 93301 PHONE: (661)326-3866 CONTACT: DIANNE HOOVER -DIRECTOR CML/SPORTS ENGINEER CMX SPORTS ENGINEERS 7740 NORTH 16TH STREET SUITE 100 PHOENIX, ARIZONA 85020 PHONE: (602) 567-1900 CONTACT: JIM PERRYMAN E-MAIL: JPERRYMANOCMXENGINEERING.COM ARCHITECT ROSSETTI 999 N SEPULVEDA, SUITE 100 EL SEGUNDO, CA 90245 PHONE: (310) 416-9660 FAX: (310) 416-9650 CONTACT: GARY KRENZ, AIA E-MAIL: GKRENZOROSSETTI.COM LANDSCAPE ARCHITECT EPTDESIGN 844 EAST GREEN STREET, SUITE 201 PASADENA, CA 91101 PHONE: (626) 795-2008 FAX: (626) 795-2547 CONTACT: SCOTT HORSLEY E-MAIL: SHORSLEY@EPTDESIGN.COM ASSOCIATE ARCHITECT ORDIZ MELBY 5500 MING AVENUE BAKERSFIELD, CA 93313 PHONE: (661) 832-5258 FAX: (661) 832-4291 CONTACT: WILLIAM MELBY, AIA E-MAIL: BMELBYOORDIZMELBY.COM SHEET INDEX CML CV01 COVER SHEET CV02 KEY MAP CV03 NOTES CV04 LEGEND & DETAILS C2.01 GRADING PLAN (PRW) C2.02 DETAILS C3.01 WATER/SEWER PLAN NOTES (PRW) GENERAL LANDSCAPE SO.3 L2.01 LANDSCAPE IRRIGATION PLAN L2.02 IRRIGATION LEGEND AND NOTES L2.03 LANDSCAPE IRRIGATION DETAILS L3.01 LANDSCAPE PLANTING PLAN L3.02 LANDSCAPE PLANTING DETAILS E1 ELECTRICAL LEGEND, NOTES AND FIXTURE SCHEDULE E2 MAINTENANCE YARD ELECTRICAL SITE PLAN E3 MAINTENANCE YARD SINGLE LINE DIAGRAM GENERAL ITECTURAL) G1.0 TITLE SHEET/DWG. INDEX/GENERAL NO G1.1 SITE PLAN/KEY PLAN G1.2 GENERAL NOTES A3.1 PLANS - MAINTENANCE BUILDING A3.2 ELEVATIONS/SECTIONS - MAINTENAN BUILDING A3.3 WALL SECTIONS, DETAILS - MAINTENANCE BUILDING A4.1 DETAILS A4.2 DETAILS MECHANICAUELECTRICAL ENGINEER M -E ENGINEERS, INC. 10113 JEFFERSON BLVD. CULVER CITY, CA 90232 PHONE: (310) 842-8700 FAX: (310) 842-7700 STRUCTURAL ENGINEER JOHN A. MARTIN & ASSOCIATES, INC. 1212 S. FLOWER STREET, 4TH FLOOR LOS ANGELES, CALIFORNIA 90015 PHONE: (213) 483-6490 FAX: (213) 483-3084 GEOTECHNICAL ENGINEER FURGO WEST, INC. 4820 MCGRATH ST SUITE 100 VENTURA, CA 93003-7778 PHONE: (805) 650-7000 FAX: (805) 650-7010 CONTACT: LORI E. PRENTICE, C.E.G. E-MAIL: LPRENTICE@FURGO.COM SURVEYOR PORTER -ROBERTSON ENGINEERING 1200 21ST STREET BAKERSFIELD, CA 93301-4651 PHONE: (661) 327-0362 FAX: (661) 327-1065 CONTACT: ROLLAND VAN DE VALK, L.S. E-MAIL: ROLLANDU@PRENGRS.COM COST ESTIMATOR DAMS LANGDON 301 ARIZONA AVE. SANTA MONICA, CA 90401 PHONE: (310) 393-9411 FAX: (310) 393-7493 ELECTRICAULIGHTING ENGINEER CR ENGINEERS 16719 E. PALISADES BLVD., SUITE 202 FOUNTAIN HILLS, AZ 85268 PHONE: (480) 816-5541 FAX: (480) 816-5540 CONTACT: JOHN ALCORN JR., P. E. EMAIL: JALCORN©CRENG.COM SO.1 GENERAL NOTES SO.2 GENERAL NOTES (CONT'D) SO.3 GENERAL NOTES (CONT'D) SO.4 TYPICAL DETAILS SO.5 TYPICAL DETAILS SO.6 TYPICAL DETAILS SO.7 TYPICAL DETAILS SO.8 TYPICAL DETAILS S3.1 FOUNDATION AND ROOF FRAMING PLANS S3.2 I_►��_1_ SECTIONS S3.3 SECTIONS S3.4 SECTIONS M01 SYMBOL LIST, NOTES, ABBREVIATIONS M02 SCHEDULES M03 TITLE 24 CERTIFICATES OF COMPLIANCE M1.0 SITE PLAN M3.1 MECHANICAL PLAN M4.1 DETAILS AND CONTROL SEQUENCE MINAIN I" _M DEPARTMENT OF PUBLIC WORKS THE PARK AT RIVER WALK MAINTENANCE FACILITY P.01 LEGEND, ABBREVIATIONS & DRAWING LIST P.02 PLUMBING SCHEDULE AND NOTES P2.1 PLUMBING PLAN P3.1 PLUMBING DETAILS ELECTRICAL EO.01 SYMBOL LISTS AND ABBREVIATIONS EO.02 TITLE 24 FORMS EO.03 TITLE 24 FORMS E2.01 SITE PLAN E2.02 LIGHTING SCHEDULE, CONTROL, LIGHT/EXHUST FAN E2.03 GROUND LEVEL ELECTRICAL PLAN, MAINTENANCE BUILDING E2.04 PANEL SCHEDULES IMPROVEMENT PLANS' 11200 STOCKDALE HWY. Brimhall Rd Brimhall Rd ry. 2� �a Stockdale Hwy Stockdale Hwy PROJECT -QU) E o Ming Ave CATIONLO� o SECTION 6, T.30S, R.27E. D m LOCATION MAP NOT TO SCALE STATE OF CALIFORNIA NOTE: THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSE: NOTE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCAVATION. PROJECT AREA 32 ACRES ARRMCWHO BY: RAUL M. ROJAS, R.C.E. 39800, EXPIRES PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: STANT PUBLIC S DIRECTOR CIVIL ENGINEER IV -- DESIGN ENGINEERING PA KS & THE PARK AT RIVER WALK Job No.: 3167 MAINTENANCE FACILITY File Path: XX IMPROVEMENT PLANS File Name: XX 11200 STOCKDALE HWY. /1 =07 DA 1 2 �l.l -201 DATE DATE CV01 OF 7 Fat v BENCHMARK . CENT . E R . LfN. . E--DESACON BUENA VISTA *—' .: �M:ONUMENT ]N: THE CUL ROAD :AT THE. PARK AT RIVER WALK. :COORDINATES ARE N23155 -4.'i_..509 ..... ... . . AND: E62256-08-.91 tLEVA11.Q.N*:'=.,365.485 (CITY DATUM}. BASIS OF. BEARING :THE :BEARNG:01` S00*50"1:9"W SHOWN:: FOR THE. :WEST L.1NE:0F:SECT110THF 6, .30/27, ON :PARCEL MAP NO94 - 1.04 WA'_1;-.1JsFa. As . F BAcs!S 11111MI! f--Sectl6h:4216/4217 of the o7 A 1143 Un governixiont code.. requires a E :dig: wed'identificotion: number be. Issued tmiore a ii. t orml. to excavatii, will be NCali working days before ig, GRACING KEY NEAP . .. ......... ... 3 a ... .. ...... .. ..... .. .. .. .. C.0,54. -:GENERAL NOTES T. ALL WORK SHALL BE TJ.C7N:EIN ACCORDANCE CCQ..R..D....A.N..C......E.. WITH APPLiC LE SECTIO N OF APNG STANDARD SPE.CIFI.CATONSFOR.P:UBLTC WORKS '. CONSTRUCTION AND STATE STANDARD SPECIFICATIONS,. UNIFORM :BUILDING CODE, 2000 ED€TION;. THE CITY OF BAKERSFI.ELD ST.,' ARD PLANS DETAILS UNIFORM PLUMBING ..f CODE,. NATIONAL ELECTRICAL .CODTE; ALL SAFETY ORDERS OF THE STATE INDUSTRIAL COMMISSION TITLE 3 RU AN ,.. _LES D R EGULATIQNS :OF THE NATIONAL BOARD OF FIRE UNDERWRITTIN:G,.. STATE :OF CALIFORNIA TITLE 24., SECTION T ---20'=14Q1 THROUGH T--20: 140`BT AN:D. TITLE 20, SECTION 1'1: '40'- S. A-1406 ENERGY REGULATION 2. THE. DESIGN ADEQUACY 'AND :SAFETY .OF :EXCAVATION, ERECTION, BRACING;. SHORING, TEMPORARY SUPPORTS' :ETC.. IS THE SOLE :TR P ONS(B! LITY OF THE -CONTRACTOR, .': : . AND..HAS NOTBEEN:. CONSIDERED Y TH P h. .. B E �ANDSCA. 4 ARCHITECT OR STRUCTURAL. ENGINEER. „THE CONTRACTOR TIS RESPONSIBLEFOR PROVIDING THE NECESSARY'SAFETY.:PR.ECAUTIONS AND _MEASURES NECESSARY TO EXECUTE THE WORK. OBSERVATION VISITS TO THE SITE BY THE LANDSCAPE ARCHITECT OR ANY OF` HIS CONSULTANTS -SH'A L NOT INCLUDE INSPECTION OF THE ABOVE ITEMS, . 3T. DTO :NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED: WHEN IT`IS. VIN. THAOB OUS T UNKNOW.: AND/OR GRADE DIFFERENCES EXIST THAT :MA:.: f E Y NOT HAVE BEEN KNOWN.. DURING. DESIGN. SUCH. CONDITIONS SHALL BE IMMEDIATELY" BROUGHT TO THE .A.TTENTION.. OF THE CITY'S REPRESENTATIVE. . . . . . . .. 4'• tH ECONTRACTQR SHA� ...NO. :FY.: ..T.:.H..E CITY ! S; PROJECT MANAGER TWO (2)' WO RKING P:RI R T DAYS- 4 0 START OF GONSTRUCTl:Q N. 5. IT SHALL FSE THE CONTRACTORS RESPONSIBILITY TO CONDUCT HIS OPERATIONS IN SUCH C A MANN R....... A T PR:. V .NT .,...,E . S0 S 0 E. E DAMAGE TO EXISTING. SUBSTRUCTURES.'IN' THE EVENT OF SUBSTRUCTURE DAMAGE, THE CONTRACTOR SHALL BEAR FULL :RESPONSIBILITY AND TOTAL EXPENSE FOR: REPAIR AND/OR REPLACEMENT OF `SAID SUBSTRUCTURE. l 6. THE CONTRACTOR. SHALL PROVIDE 72 -HOUR NOTICE TO AFFECT TI 'IT' �.D U L .IES WHEN :RELOCATION ::IS REQUIRED. 7: THE CONTRACTOR SHALL NOT CONDUTCT ANY OPERATIONS: OR PERFORM: ANY WWORK PERTAINING TO: THE `PROJECT BETWEEN THE HOURS OF 4:30 P.M. AND 7:30 A.M. ON ANY DAY NOR: SATURQAY, SUNDAY, OR _HOLIDAYS AT ANY TIME EXCEPT APPROVED BY 'THE CITY. ........... . 8: TH'E :CONTR'A.CTOR _SHAL'L NOT. . B:LQCK DRIVEWAYS OR VEHICULAR TRAFFIC DURNG THE: PR.OGE:SS 'OFF C;ONSTRUCTION:. 9., THE :CONTRACTOR:: I LL:COMPLY WITH CALTRAN TRAFFIC `MANUAL, APWA WATCH TRAFFIC CONTROL :HATNDBO€?K DURING:- CONSTRUCTION. TI.' N. 10. CONTRACTOR` SHALL NOTIFY UNDERGROUND SERVICE ALERT BEFORE START OF :CONSTRUCTION. :(.800 422•=4.133`. 1:1. THE:..CON:TR.ACTQR SHALL BE RESPONSIBLE FOR ALL EROSION. CONTROL TDURING <CONSTRUCTION AND :'MAINTENANCE PERIOD. 12.'THE CONTRACTOR SHTALL BE RESPONSIBLE FOR INSTALLING A 6' CONSTRUCTION :FENCE WITH LOCKABLE :GATES` AROUND ENTIRE PERIMETER OF THE EFFECTED SITES:: THE ..CONSTRU:CTI:ON FENCE SHALL BE INSTALLED TO THE SATISFACTION:. EOF THE CITY'S 'REPRESENTATIVE. IT IS ALSO THE R'ESP'ONSIBILITY OF THE CONTRACTOR TO ....... MAINTAIN: A: SECURE SITE QURINGT THE CONSTRUCTION' PERIOD: AND PREVENT N E Y -POSSIBLE VANDALISM.. THE CONTRACTOR: SHALL BE RESPONSIBLE FOR A Y ` N D MAGE THAT OCCURS DURING THE CONSTRUCTION PERIOD. 13. CONTRACTOR:. SHALf.. BE :RE:SPON:SIBLE. 'FOR :SECURING ALL NECESSARY PERMITS :AICD. INSPECTION FEES. 14. THE PLANT MATERIAL SUPPLIER` AND/OR LANDSCAPE CONTRACTOR SHALL :PRO.VIDE GUARANTEED EVIDENCE TO THE CITY LANDSCAPE INSPECTOR THAT ALL. PLANT :MATERIALI _ : LEGEND CONSISTENT Yti11TH TIME APPROVED PLANT LEGEND CON`SI:D:ERIN:G.. TGEN.US; SPECIES' CULTIVARS AND SIZE SPECIFIED. ALL PLANT M>ATERIAL NOT CONSISTENT WITH: THE 'PLANT LEGEND MAY: BE REJECTED, 15. :ALL REVISIONS AND CHANGE ORDERS TQ THE APPROVED :LANDSCAPE :ARCHITECTURAL. --PLANS AND SPECIFICATIONS ARE SUBJECT TO THE REVIEW' AN:D APPR.O.VAL :OF` THE CITY PROJECT MANAGER:: BEFORE WORK MAY :CONTINUE: MIN' CHANGES ARE TQ BE TRANSMITTED BY TELEPHONE FACSIMILE. TO THE. CITY :PROJECT MANAGER AND THE CITY :LANDSCAPE `INSPECTOR: MAJOR CHANGESAR `T TO::: BE o BE DaNE ..... WITH TW0 REVISED B'LUELINES TBEIN:G SENT TO THE. CITY WITH .NOTIFI.CA... GI>VEN: TO' THE CITY :LANDSCAPE INSPECTOR. 16. 24 HOUR: :NOTICE IS:REQUIRED. PRIOR S:TA:RT :OF CONSTR:UCTI.ON. CALL CITY CONSTRUCTION SEC..TION AT :(: ........ .... ABBREVIATIONS.. LEGEND ABC AGGREGATE :BASE COURSE AC ASPHALTIC CEMENT 4R:" CQNC . ETE: PROPOSED. EXISTING` AHD AHEAD SEWER STATION :BC BACK- OF CURB :BOUNDARY' BCR. BEGIN CURB RETURN.. RICHT OF .vv A"Y P:vT BOTTOM OF BASIN. 9VuE BEGIN VERTICAL CURVE ELEV TION � CENTERLINE I ................ B.VCS:: BEGIN VERTI:CAI,..:CU.RVE. STATI N. --- _._-- CURB & CUTTER T:WALL BOIr? .. .: CAor CL CENTERLINE — — SINGLE. CURB CB CATCH ':BASINS PUE. EMT. CHD:PE CORRUGATED HIGH DENSITY ..POLYETHYLENE DE DRAINAGE EASEMENT W IN 21 : ro Of". P H A S:E LINE ;} DIA DIAMETER STORM DRAIN : DIP DUCTILE: IRON :'PIPE r��-.-r�--�--f�:-�. .c:�,.r-�-•�-'�-�-,� D:TL DETAIL o MANHQtE. O E EAST ':OR :EASTING EA EACH ® CATCH: BASIN i ECR END :CURB RETURN FIRE 'HYDRANT ESMT EASEMENT EVCE.. END VERTICAL CURVE :ELEVATION 0 SEWER CLEANOUT i SVCS END VERTICAL CURVE STATIO i FF FINISH FLOOR - TAPPED CAP ; I I FG FINISH GRADE :13ENDS FP FINISH PAD `FT FOOT OR FEET D PROPOSED :.LANDSCAPE :M,ETER.. FUT FUTURE P.C.C. SLAB. NOT. TO' BE POURED G: GUTTER . E7 PROPOSED METER 2a'X2o'{o GB GRADE `BREAK W f " : r 6�n: x SA C.UT 8i 'FINISH �:6m} P CC: MIN SEWER LINE & M.ANHOLE 05n (1 SAINCUT :&. FINISH: 1 5m } RA x m x GR GRATE_ ELEVATION 2.0 2..1. .fi 0.7m:}: P.C.C. MAX, 05 m D: � {o HGL HYDRAULIC GRADE LINE -� V�1-' :WATER LINE .& VALVE " .{1"5:rnm}. R:AD:.. 1' ... . HOR1Z H'ORIZ.ON AL :. -----•r DRA1NA:GE FLOW' D11RE.CTION �A.0 � , .4 a APPROVED <' A a:.$ a i. HP HIGH POINT '.. �': HWL HIGH 'rVATI�R ELEVATION a , MASTIC . ti. s e AGG •a. 'a�.: INS/ INVERT OR INVEP,' Sr.. , . � � . s;�_ d � �.: SURVEY MARKER �. :. ;..:, .�:. _`. .... d. .. ...: :4 .. '`"". ... '+' ». � 7f '• , LF INS AR :FSE 1 . ....... . . , BASE CURB & GUTTER: - . P R IA X 8.0 :D 7:.Q BUILDING: APE OR:' ,(0:"2m x .0.1 Brn).. �? j PPUE LIMITED PURPOSE" ".RU ► : IC U i .:E:ASE .,IE -NT -- _- — — -. .__ I . BL SIDEWALK _ = . — _ _ -- - LAS i' AN.DSCAPr PLASTIC. SI-IEETING. ::PIPE COLLAR J. i - i LE LAND:SCAF)E EA'SEMF-NT . • a i LT or L LEFT , TC 71.60_ TC 71.6:0.•.: TOP OF CURB: ELEVATION: ( GRAVEL 1 , :MH' MANHOLE" G 7 .1O :GUTTER ELEVATION G" 71;170 .0" O:firn .X .fim`: CONCRETE -..L . ML or' -MIL MONUMENT LINE P ..71':fi;0:........'. A:V NT LEVATi.:. N. P...Z.1:G0:. 2:0:.....x 2:. {.: 9.:.:::..:..: }.....::..:.1=0UNDAT ON ..... _ P EME E O I MLN MINIMUM: FG MUTE. MULTI-- USE. TRAIL. EASEMENT FINISH GRADE ELEVATION N. NORTH :OR NORTHING FOR COVER: D.ETAILS<::.•:::A.C:: TRW=74::99 TOP OF RETAINING WALL. " I: NTS NOT TO :SCAL:E _ 4.0 (0.15M)' RISER PIPE .. ': SEE:LEFT SE .::_ A.B. BW -72.27 B.CkTTOM OF WALL ELEVATION :P. PAVEMENT . PC POINT .GF CURVE 1 CONTOURS - - . ....... 1. PCC POINT OF COMPOUND CURVE STANDARD 1"/8" :BEND 20'{i�:fim)_ PH PHASE FF-....: M9: FINISH FLOOR 'ELEVATION i. PI PAINT OF :INTERSECTION: FP:.. 48::99 FINISHED PAD ELEVATION: j PRC POINT OF REVERSE CURVE' I: PT POINT OF TANGENCY ■....._ ii: =.*00:.f: 011111. PROPOSED `RETAININ`G `WALL LIMITS.: OF `9`_ PVC. POLYVINYL CHLORIDE L #" 3 PVCC: POINT OF VERTICAL :COMPOU: D: CURVE: ® CONSTRUCTICIN NOTE COMPACTION I :ITS OF 95� PER. .ST -1:3:_ OMPA"C.... PVI POINT OF VERTICAL INTERSECTION I P 1 3 i R f SIV RIGHT O.F WAY L :L=SEE . DETAIL...... RGR:CP RUBBER' GASKET REINFORCED CC}N:CRE"TE :PIPE G10 G10 SEE. SHEET STANDARD WYE i RT or R RIGHT I S SOUTH, EWER LIN -��� SAWC.UT REMOVABLE :PLUG SS SEWERLINE. SLOPE OR S , S/W `cir .SW SIDEWALK i' SD STORM DR:AI:N T SQM:H STORM :DRAIN. MANHOLE 4 -CLEANOUT ::SECTION COMPACTIOR DETA L t S"EC SECTION: SH $H EE:T: I i SPEC .SI�E.CI(= i QATI:C;�I S- NOTES: E: STA, S"TAl'IC?N: 1. ALL WORK SHALL CONFORM TO THE. APPLICABLE SECTIONS:::E?F :7 :TOP OF SLAB SHALL BE TROWELED SMOOTH AND GIVEN A STD $.. �.AR �'�RD THE SPECIFICATIONS ENTITLED "STANDAR.D SPECIFICATIONS, LIGHT 'BROOM` FINISH. TC TOP :OF CURB STATE OF CALIFORNIA, BUSINESS AND. TRANSPORTATION AGENCY, TRANS TRAN.SM.I.SSION OR TRANSITI:O.:: 8: 95% RELATIVE COMPACTION: !S REQUIRED PER CITY STD. 'ST -13:. DEPARTMENT OF TRANSPORTATION ;. APPROVED CURRENT EDITI.ON'. TF TOP, OF FOOTING TL TRUE. LENGTH 2. PIPE MATERIAL SHALL MEET 1.4.2:: 9: BUILDING-' PAPER OR PLASTIC SHALL BE PLACED BETWEEN THE .. o TS TRUE SLOPE Q:.S :E0:1"5r�}` CONCRETE: FOUNDATION AND '4.5 (0.12m) SLAB: � ,-, TW TOP OF WALL. ff y 3. ALL CONCRETE SHALL BE CLASS A . l i, TYP , TYPiCAL 1 Q:.:.FILL :CAVITY BETWEEN: PIPE AND COLLAR `WITH GRAVEL TO WTHIN H . VC VERTICAL CURVE 4. CLEANOUT FRAME AND COVER SHALL :CONFORM TO THE CITY 0:5:: ,(15mm.) OF TOP `OF PIPE, CAULK REMAINING 0.5 (15mm) VERT VERTICAL OF BAKERSFIELD STANDARD SW -6.. <WITH APPROVED :MA"STIC TO: TOP CIF PIPE -FOR" WATER TIGHT SEAL. F a i F] �o VG VALLEY :GUTTER:oe �,� :srF` :V.".. VOLUME PROVIDED.: 5; CONCRETE SHALL H.AVE."NQ :ADDITI:VES .l1:NLESS'PRIOR ".WRITTEN 11:: CQLLAR: SFfiALl BE VCP; ABS, .OR PVC PIPE. �� �, P VOLUME .. R l .. APPROVALIS OBTAINED FROM CITY a s �� y i to `C $eCtion::421.6/42.17',' of the Vreq EQU RED S 0 ED 0 THE C ENGINEER: �; too; 71123 governmen.. code .,. requires a VISIBILITY TRIANGLE 42- FINISHED PCC. SLAB: TO :BE 0;.1:25' 3mm MIN. AND 6.25" � EV. os/�a�os: �' di9.ai�t identification } l 9% number be Issued before a W WEST OR WATER` LINE 6:. '.GONGRETE SHALL BE CURED "WITH: A :WHITE PIGMENTED CURING: (6mm)-MAX, BELOW FINISHED PAVING SURFACE. ':Permlt':tc.:e�i'dvot®• will be W/ WITH COMPOUND PER SEC. 90=7.01B. OF THE STANDARD SPECS; OP WA WATERLINE 0611. (2) working .days before ' Z WATER PRESSURE ZONE you 'dlg. CITY OF BAKERSFIELD, CALIFORNIA DETAIL SW -5 0 (MODIFIED FOR 47 CLEANOUT) N..T;S. File Name: Drawn: DR ... THE PARK..AT RIVER WALK NlAiNTENANCE FACtLIT1� �lc No,: 3167.03 Designer: dIs GOND ANS DATA L� ..... . CLQ OFBAKEREN""IELD, AL. FO N A PU L I WORKS DEPARTMENT L�SHEFT NO. Da ............. te: 07-07 oa checked BY MMI_ & as 1i20O STC)CKDALE HWY t 2 3 . . . . . . . . . . . . . . .... . . . . ...... ... ... ............ ......... ............. _7 5. Q) .Yr"T. A LA 71. ... .......... . PROPERTY LINE A 47 .......... V A A. A T.r. 7- 57--_ 69 t .. . ... .... 4_1 z C) < Ll.J 4 M _N 1-7 V.: V .19 A % J. 62131 6355-.9350 14 hd 31.6331 405 E: 62673 1:4 2 .691 A r EXISTING.LIGHT TO BE RELOCATED -- 32 PER'THE CITY "INSPECTOR. V -.:P ROPERTY -UNE 60 LF 49 INSTALL 6'x 25' CHAIN LINK --PROPQ$ED BLDG X-1AG SLIDING GATE. FF=Z72.50V w :85 47 X. CONSTRUCT 4" ICRETE I HICK 'ON co '"\LASS B :1 A PAD D.C.C.) WITH 8 431 S TD.. PfR CURB. PER D48 BUM . .......... .0 DETAIL ST -25. (4 ..... . . ......... . . v, 4 43,a t 6 v V ilrA i. -7 7: LF 40 LF 47 a -Jr 3L .... ..... . . . .... tr jtD J :7. 5 14' 43 J. :49 \ J" " �7 3 _7 N T 5, 1-1: LF :46 Ac; wAis t -z, C., EXISTING NATURAL DRIVE`/' `t - ( F c� All, :6- 46 s ST j Nti3 govern; , i uj A U. 0) 23162.373 -7 4 pe It r!" 14 6226.817.1271. A j CA -1 W -all (2 .. .............. M 2,z16233.:3:7801 4 .... . . . .... E:*6226 49 V At X. SCALE FEE` C)�T. A ............ ...... ... ... . . . ...... . it F ile Name: ... Drawn,: DR . ....... .... . S.DEPARTME' 3 Designer clis THE: PARK AT RIVER WALK. MAINTENANCE 'FACILITY C171.1 UF BAKERSFIELD,. CALIFORNIA PUBLIC WORK NT -3167:0 GRADING AND N . .. ......... . ... ... . .. ... ........... D.a.tw:- 07-07-08: Checlked By. MML & AS- 11200 SToCKE>ALE.::HWY DRAINAGE PLAN . ... ....... .............. 0 . ........ . - - - -------- . . .. .. . . . . . . . 111 2 SY .1.0.02 SF 1050 :SF 4. EA 59 LF 182 LF 48.& LF !16/42.17 of thti code requires o ideritifieytian issued:'before o ?XcQvGt e **111 :be dlya before 'EET NO. 1 OF 7 RADIUS MAX. - . ..... ... .. PRECAST SAFETY C1.JR_,B- . . ... ..... .... �NTS P,-1,,NTED STRIF,"ES r`1 V D .... ... . 4 f:' El".'4'r (Y��A OR F CE OF .CURB bl� H: A N: SITI P:�, C-�-T R; -E .6PAINTED:- IR, NG A ir- ljR-m_ PER. F1FCAST....SAFETY..0 E L U� D 11: H_ b b .. . ...... --a- ... .... ... NL A a 4' N :J FACE. OF CURB FACE: OF ::CURB OR EDGE.4 WIDE OR" EDGE. 4"._W]DE FwNtb: :STRIPE PAINTED STRIPE (Typ.y ... TE ....... . RNA 'STENCIL DiNTIONAL SYMBOL OF .AC(ESSI 31LITY 04 CONTRASTING BACKGROUND .. .. .... ..... ...... *NOTE:: STANDARD REGULA RY SIGN MAY . :BE MOUNTED :ON CUSTOM /::DECORAT. VE, POST OR . BACK . INGF P . IR . O -A . DE . D MINIMUM :STANDARD.' ARE MET. -COLOR. AND,:DESIGN:: .... ...... . . APPR:0\kD BY THE ALIFORNIA STATE DEPT. .:-OF T ANSPOR: A T! ON BEARNG T! 1E f N T .-RICA RINA T 0 IN. A t 1 y .. .. ....... A C E 'I IT, D E{NIR SY F3:()1,., THE :CAPTION IPAPR.Klt,�" . .... . .. ..... T, 7F) :A A � ­;-! - . .- T A NT M I�K][ .......... ..... N TS,: SLOPE 6". 1/4" PER.---,,, 1/2" R FOOT 1-1/2 1/2.1 R - . ........... 4 6 it TYPICAL SECTION NO. 3 REINFORCING BAR :45" LONG ........... . . . . .... ... ... .. ...... .... .. ............ ........... 3 ...... . ... 3'.... ... . .. . ..... ... .. .. .... . 1 ALL STROKES -T.O:::BE 3'p WIDE. 2. PROVIDE TWO COATS OF PAINT.' .:,3.! BLUE BACKOROUND: WITH WHITE SYMBOL. .4. LOCATE. SYMBOL. AT:QENTE.R.' OF :STALL 10,1HER.E.-.:-SHOWN .ON: THE SITE. -PLAN'. 5. ONE. SY.;*.-.MBO.L FOR EACH DISABLED PARK NC :.SPACE. PARkTNG*-...-.-. NTS TYPIC �p4 Q G L?F�� . �0 0. 0 00 \\ CURB NTS: : MINATT0: I T FREADED i O$_ Off MAXIMUM: . �--GALVANIZED : > QAP- POST L . i J SPACING v.) M� Q :GALVANIZED: STEEL � STEEI...:PIPE. ISDN. 40) CHAIN . ..... . . ... -::ENCASEMENT 4" AROUND SLEEVE CONCRETE ENtASEMENT ...'REMOVABLE POSTS 8c SECURITY CHAIN. N.T.S. POSTS: AND CHAINS SHALL BE GALVANIZED STEEL. PERMANENTLY .. . . ......... .A.TTA.CH: THE CHAIN TO ONE POST 'AND PROVIDE 3 IDENTICAL NTICAL :PADLOCK:$ {'MASTER" BRAND' OR APPROVED :EQUAL) FOR CONNECTION AT'THE OPPOSITE POST. :G'ALVANZIED :8f*E8--L SLEEVE PIPE :ENCASED: IN CONCRETE FLUSH .... ........ . ..... TH:READED. WITH CONCRETE' .1:,k Al . _r1A "A . -TY .. . ...... . 77777 7 . . .. ......... . . .. .. . ..... .... CURB :0PE.N1:N.G:..RE.T.A1L WELD' ONE. LINK OF CHAIN TO POST AND PROVIDE :SIXTEEN FEET :OF COIL '\-,,2" GALVANIZED� :PROOF -GRADE 30 .GA STEEL.. PIPE GALVANIZED STEEL -.CHAIN (SCH .40): N"DIAMETER STEE�L) ........... CONCRETE ENCASED. SLEEVE (SC -Ft- 40) 0. 00 0 M. iii ... f3o,o �0ao %' 0 41 mi... (T.V`) :M:i'n, o QP 0 0: :61 Mm: (2.47") Max. Center 0. J� - 0 0. 0 0 .10. :t t 4' -spacing .0 o cen er 0 0. 0 0 0 0 �� U %. . 0 0. 0 0. G 0 0 0 A 16 Top Dia,. Min, . .. A 0 a .0 0 0 0 ...0 M 0, .0 ..,0-70 . ... ..... 0. ...0 07" 0 0, ..CLASS::.'. B.". CONCRET 0 0 0 0. 0 (0.65) 50% of base 0. 0 0 0 (D 0 A)io. Ma 65% PER: C.O.B. SPEC .0 .0. 0 . 4 ......... ............. Min Base 0 .0 0 0 0� 5 mrn 0 Q -7 x .0 0 0 -C :.to :base of base: �Dia 5 :0 .4 :4 "J"'I(i 0 0- :spacinq < 0 0 .0 -Ba se Dia 0 0 C i� 77 0 0 41: L 23 mm Min (0.9 4 .0. '12 4 36 mm Max (1.4") T RAIS"ED TRUNCA -ED C� R:N (11N '"LINE) RAISED RUN: -A DOME PATTE T ...G. TED DOME .11" AC ON .47 5, DETECTABLE WARNIN., SURFA"E :-.�,: NOTE.. RAMP CONSTRUCTION SHALL FULLY COMPLY -WITH.- THE .. .. .. . . .. ........ . . . . . FEDERAL DEPARTMENT OF J.tj:S:TI:CE 'ADA STANDARDS. "�-JDEWALK RAMP DETAIL I' -J. ..... FOR ACCESSIBLE DESIGN. N TS. NTS-� ....... ................ ....... .............. ....... .. . ... .. .... .............. --.1 ....... ........ ...... : .............. F .......... ............... . . ... .. ... ... FileDrawn: DR ... . ....... . .. ........ . . .... THE ARK RIVER WALK MAINTENANCEFACILITY 0 0 :J 6 N 3167.03 D0519ner: dls CITY OF BAKER. FIELD CALIFORNIA PUBL.10WORK.S.DEPARTMENT .. ........ .. .. ... DETAILS .... .. ....... ... .. .......... Date: 07 -08 11200 STOCKDALE:HWY, .......... C. hecked 5. . MML & AS ............ y ........... ...... D 4 1 6 4417 of the se6tion Z5 NO. 71122 ry governmonf-::�code , requires a ig 'dig: clert identification ell. EXP. M/30/( number be issued:: before o J>1 :Permit to excova a" will be: IV I 11R valkL C611 '(2) :before :Goys YOU SH:EET N:O. ------------- I " I ___ ______ � I . ... . � � .. ........... - - � - � I. I "........... . ............ ... .. � ­ ­. . - . - ''..... ... ....... ...... .. .... ..... .... ... .. ......... . ... .... .. . . ­ ­ � � ­ . . ­ . . ....­ �. . I . - . . . . .. .. .. . _ . , . . . ­... .....................­­ ­ . . - 7-71"I�*_*...=_, . . . . el.F� 1� I 11. I "I , : .. 1.. '!�/ , . . - , I , .-, '., _1 �\11 1___-._..J - - I 01 , -7 - i- I , ........... , . _ . j -- T � __� , .�.) . . - :4T . , .. -F . REVISIONS' 1: I.- , -;, . 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I ) . . . .. . :: _., . . I I . . . . � . . . . . . . .. �. ........ . . :_�.� r-- . '.) . --_/�. . . ... . . .... . . . . I . . . . . '.., . � ... - - . . - I . . I I .. . . .. . . ... . - . - ­ : INV * 6,,.7.C--).± INIV 67 *0 1, I '. .. " � ..q�: /_ z . . . . .. 1.4L. .. . . ., - - - - .. . . � , . .. . . . . . . - t�Q) : - . . � 1 , : � . . i .. : . . . - .- : I . I . . __.�. . . ,- CI .. . N - ,_ . � . . . : . . . : . . __ . . �;L 1 k,��: - . . . .. i� - , .1 .. . i 5_ - . -_ . � . I V . - . . . . . � . . . . I . E. � . ..1-17 . � ' 1j.. 7' � . . i- %J � . . . . . _ N : I . � . . , .. . . . . . � �. 7 "S 4 1 ..�� - -5,C) . �. . I - . I . . - . . - . . �f \' . - .,N � L- IL: . . -1 , i .. . . I . _17� * , I,. . . . . - )� .. __ I � �� - b - I . . -IN ST ALL 4'� STUE3 & P'UG, DER __ 01� . �4����� 9DEN '316 62-2 - FF�,,'_ ____7,1_ F7 � 4 ! r I I � I- f � Z. :.: ,5.1.". . . I . . .. . . - . - - ... I. . . . __ . . 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SHEET CV04. ,;�,� . . :_k ...:... ....I/ . : �.,A._-� q .1 _. - . : *:,.,:.. . . _�.z _- 11. . , * . � , . �. . . \ . .1, . . . "a 1. _. tp .5. . .. I. . . : . . . .. . . � I � - , .". . :� - _� -WALL . \ . I '. ,­. I .. , . I . . . . I , . , - , , - f)% ...-. I . . . . - - . 4 ( F BLOCK FALL I . , . .... . . . . . . I . . BLOCK , ! !:: . . . . I . . - . Z. . 't6. . .. . . . . 'V . 16 FOR CONTINUATION:; ION:j SEE PLUMBING : ,A. \ v I - I :-p .. : .. ., I " ­ � ......... E ....... . ... . ... .. .... ..... ­.. � .. . - ..... .. � � . f , , . � .. . - 1. ,I .- ;-, . I �J. . �. ­� - �-- L, ,._..-1. i. - a.. /,� I : . I 1. .t .- .: - I _� - i I ��' ­ '' I 11 . . �­���4�­,��_�___� * --- ____ - � - i . , . . ­ -_ , ., ... -- . , Z I . _Ibrl I I .. I. �_ . - / . I _. . . _. . - � I .. . � . .. - I .t-:4,:' . . v.. . . . ,,-t ! , " . �_ - __�_ - . . -1 -'j, i - , ; i : I : ,]',_.,. / I . . . . .­- .. . .1 .. . � '. 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A, , , . - . - , . . : I : qom,i Illllllllil,��l���ill�l���Iiiiii�l�illillill.ot'..I . ,..W� . :Z� . . . . : Q ...,.,f . ! � . I .. � . .1 . . - . ., ,, .��,.-,:: ," V, , A' .1 e - : TER E, PER: . I .�) �c,_',�7:� k . . ,- . . :. .i -- . , . 3 ". � \,.! � , ,,, I . . . , . . - : F_ ;; �� . . - , I - ` . . DETAIL . - . 'A., . . * .. , C)l * . � -8, f A - _Z 71, - . . I " & :�7 . ,�� . t�� � � . . 11 � I - _. . . `�,�..�.- �: . . ... . Z--, 4'..1 -.?_ ,.-1.1_. ...- ) i . C. O.B. STD. DETAIL W I I. I - ... . . . . td. �. . I : f, .. - , . ..... C . .IN.--.. ., ., 1� - - - ----Z,. L � �Q/'Wj .-:; . , 1, - * r , . :�,M - A ..Ti -1 - ,� ., I 9 I - . . . . "'. .. 1. . . . . : � : :..:.::.:: . . . . . . . �� - �, ... I . .. " I . . 1. . . I � I : . .. . . 0� QINSTALL .2 .X 45* BEND : ,1, I ­11-C.I. . )Q - , ,: .�.�I.: � q y........I..__.0. . 1'� U . ....­ � . .... .. . .. . .$ . ... ' - - - - __ __ - - -,-- .��_ -,:-, i. Z. xl%� " .: - I " . 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EA , . . I .. . . � CONTRACTOR: TO, VERIFY HORIZONTAL. . . ... . S I . - , 7t . .. . . . .. . 1, . - .1 . . .- I .. . :, , ::, . 11 . : - -1 '. - I ... - ­ ... . .. * � -, ­�� ;CONTRACTOR` I . I. . . . ­ .. I . . . . . I � I . - :�:/ � I. Ess . . ::.. . - . 'i .. . . '. - -R. ! . :,�,,.� .. I :.� . . . . . .Q� L11-11, , ,/ � : I . .1 �, 1. I . .. . ... - - �- - - / - E 11, �,*< %. "' it'. I � . . .1 , . . . . . .. .. : AND - ... ! ... �� . . L _: . . . w .. - - - - � ,.. , ji ___� . . , - .1. . :� . .. ..'.. .. q 1. . I .1 . I ! ...... . . . . .. .. . . . . " ., . � . . . . . .. . - - 1� VERTICAL LOCATION: OF EXISTING: - ..- � \ ,' " , ... . . .: . I I.. - - ­_ 11 "I / I - : ., , _: . : : .. 7.. .. <1 .: :..". I . - , , � ­_ _�w�".,. . . ­ .. I . .. . � I - -1 � ',,.; �, .. -� . : :. . 1, ,­­ .1-1 , �7t, - ;-- -_7- ., .. . � ... --�_��, i. ­ . . ff•I . , , i " -� " :: - 1. V. � _�� _;_11, . . .; , . . . I . . . I - _�_ _. - ..- I. �1 it 1: . - . . :. .. 1 _7 �i I I . I. . � . . . . I '. TI . _� 2" .:WATER �.�.SERVI**CE PRIOR TO -STARTING � (, �. ... \ . . . : '! . I \ . I 35:�::LF±. I . . . , . . . . . I . . f , _:��. .1 ; I . . .., . . . . . --------- - ! : , . i. -..-...,.. . �. . . . : - - .,.�. IC I ,A, 1 11, � I � . - \ .. . . . . . . - .. � _') . 14� .t I. - .. . 54 . . . . ---------- Lj�, 1: 1. . .. I - . :�; - .: : � - . .,. �j �_ �, . � ': t1) . � . � . . . . . . � -7. .. ..... ..: I - . - .: - �`- .: ' / /:' ,'. .". . I.:, - .:1.. "' - . . ,,� . . - - .. . . . . 11 ... .. . . . . i . .. . . .� . � !./ . .1. .. . . I . . -, . - . . ,; : . . G. I .1". I . . . . . . . I . . . : EEN. �� . : % : - . I, - 1/ >11�11G I .--. - - , 1972 -1 , : . . a" . . ---,-- .1 GR . CONSTRUCTION. .... ... . .. . . ,� . . ..... 'it ...... �, . . 1. . . : . I.O.O.. I . . . I . . 1: . . . EES` . C, I .� .., /I . / _, � ­ : �� : , . , . .: . . . . I . I . . . . . - I , . . . . /-- - �­'_:_ ,',- ., ,�, . , �. . . . . ., - . . 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I I . ... . . . ­.. . ; m .. .1 . - .. . . .... .. I . . . ...... .. .. . WATER AND SEWER. PLAN:' ­ . ­ � . Flfr=-&`LD , UA,�11"O''''RNIA . PUBLICWORKS DEPARTMENT .. ......... . .... . . ... . I I. ....... .. � . . .. ..... I ........... ..... .. I . ­ ­.......... I ... .. ­­ . ........ .. .. PLA .. I . r . � .. � - ... . - - ... . - .... � . ... I .. .... I ..... . : Dbte*.- 07-07-08 Checked By. MML & AS . 11200 STOCKDALE:HVVY C3..0.1 - -.OF 7 .. . � . . ........... . .. ............... . .. ............. . . .... I. . � ­ : _ ....... .. .. I . ..... .. ., . �..-. ....... - .: ... ....... ........... ... ..... I ... ... . � ­ . . . . . . . � � � .......... ... . ... . .. .. . � ­.­ . . . . .__ . ........ � , . � . . I . ­ .... .. ... I .............. I ... ........ ­­ ... ....... .. ... ­­ . . � . . � � . ... . .. . ... ... . . ... . � - _ - - - ....... � ..... ­ ... .. ... .. ­ . . . :...... _;.�..';... ­­. ­­ . � __­______ �. 01.* �n� I./If .11.."'AKEF %..e.s k�,4- - ....'.3 ­ � ......... E ....... . ... . ... .. .... ..... ­.. � .. . - ..... .. � . .... 11 . .... � .. ..., .. . _­ ... . . .. . .. .. . I. ­ � . ------.-,---.-----�--���-�-1-1�---,*--*---�-�,-�-,---.---.-.-4,----.�---�-:---�: ------ �­­­­-­-­- . . . ... ... . . .. .... ... . `S r EXISTING LANDSCAPE NOTE: CONTRACTOR TO PROTECT ALL EXISTING TREES, SHRUBS, AND r TURF DURING CONSTRUCTION FROM INJURY AN DEATH. , CONTRACTOR TO REPLACE ANY EXISTING TREES i ND PLANTS ~„ ' THAT ARE INJURED AND SHAM MEET AND MATCH ALL TURF AREAS AT EDGE OF CONSTRUCTION. 1 q G1 { � r EXISTING IRRIGATION NOTE: TF\r NEW VALVES TO SHALL. BE INSTALLED ON EXISTIN MAINLINE. ru CONTRACTOR SHALL VERIFY LOCATION IN FIELD D SHALL `` , , ►�' NOTIFY THE CITY AND LANDSCAPE ARCHITECT IF ERE ARE lo/ G2 ANY DISCREPANCIES ON THE PLANS.TF\_1 n 221 G3 A -A TF It i` � 1 i � t i . i 5 3 Y A :T; 3} � ;f J• 16 G4 SB 1" 1 W5 SB 1" CITY OF BAIGERSFIELD, CALIFORNIA NEW MAINTENANCE YARD e EXISTING CONTROLLER `G1 NEW VALVES ARE TO BE ADDED TO CONTROLLER 9. VERIFY OPEN STATIONS WITH CITY REPRESENTATIVES PRIOR TO START OF WORK CONTRACTOR SHALL MEET AND MATCH EXISTING CONDITIONS IN ACCORDANCE WITH CITY STANDARDS AND THESE DRAWINGS. EXISTING LANDSCAPE NOTE: CONTRACTOR TO PROVIDE HEAD TO HEAD COVERAGE FROM NEW ROTORS TO EXISTING IRRIGATION TO ENSURE ADEQUATE PRECIPITATION RATE, ADDITIONAL HEADS MAY BE NEEDED AND ARE NOT SHOWN ON THIS PLAN, IRRIGATION LEGEND SYMBOL RAD. MANF. MODEL NO, WITH NOZZLE SIZE & TYPE F I H Q A ,:n, T 6 RainBlyd 1806 -SAM -PRS V -H, Q 0 6 6 81 RalnBird 1806 -SAM -PRS &-F,H,Q,V (.p Q (� g 10' RainBird 1806 -SAM -PRS 10'-F,H,Q,V ej g 12' RainBlyd 1806 -SAM -PRS 12'-F,H,Q,V i D + 15' RainBird 1806 -SAM -PRS 15`-F,H,Q,V c► v 5' RainBird 1812 -SAM -PRS 5'-H, Q 0 Y O & Rainl3ird 1812 -SAM -PRS &-F,H,Q,V 0 `ire 10 RainBird 18.12 -SAM -PRS 10'-F,H,Q,V ® V ' 12 RainBird 1812 -SAM -PRS 12'-F,H,Q,V y' ' ' 15' RainBird 1812 -SAM -PRS 15'-F,KON RainBird RWS-BG02 (,50 GPM)- (2) Per Tree O RainBird I 35' RainBird 5012 -S -PL -FC -SAM -PRS -SS -3.0 LA 35' RainBlyd 5012 -S -PL: PC -SAM -PRS -SS -3.0 to 25' RainBird 5012 -S -PL -PC -SAM -PRS -SS -1.0 LA O 1 35' RainBird 5004 -PL -FC -SAM -PRS -SS -3.0 LA 36 RalnBird ti ti RainBird 5004 -PL -PC -SAM -PRS -SS -1.0 LA 2O 39 RainBlyd 7005 -FC -SS -SAM -04 39 RainBird 7005 -PC -SS -SAM -04 49" RainBird 7005 -FC -SS -SAM -08 49" RainBird 7005 -PC -SS -SAM -08 4 59 RainBird 7005 -FC -SS -SAM -12 59' RalnBlyd 7005 -PC -SS -SAM -12 53' RainBlyd F4 -PC -SS -HS -12 Infield Spray Down 0 65' RainBlyd 7005 -FC -SS -SAM -16 65' RainBird 7005-P"S-SAM-16 i i RalnBird F4 -PC -SS -HS -18 Infield Spray Down CITY OF BAIGERSFIELD, CALIFORNIA NEW MAINTENANCE YARD e EXISTING CONTROLLER `G1 NEW VALVES ARE TO BE ADDED TO CONTROLLER 9. VERIFY OPEN STATIONS WITH CITY REPRESENTATIVES PRIOR TO START OF WORK CONTRACTOR SHALL MEET AND MATCH EXISTING CONDITIONS IN ACCORDANCE WITH CITY STANDARDS AND THESE DRAWINGS. EXISTING LANDSCAPE NOTE: CONTRACTOR TO PROVIDE HEAD TO HEAD COVERAGE FROM NEW ROTORS TO EXISTING IRRIGATION TO ENSURE ADEQUATE PRECIPITATION RATE, ADDITIONAL HEADS MAY BE NEEDED AND ARE NOT SHOWN ON THIS PLAN, IRRIGATION LEGEND SYMBOL RAD. MANF. MODEL NO, WITH NOZZLE SIZE & TYPE F I H Q A ,:n, T 6 RainBlyd 1806 -SAM -PRS V -H, Q 0 6 6 81 RalnBird 1806 -SAM -PRS &-F,H,Q,V (.p Q (� g 10' RainBird 1806 -SAM -PRS 10'-F,H,Q,V ej g 12' RainBlyd 1806 -SAM -PRS 12'-F,H,Q,V i D + 15' RainBird 1806 -SAM -PRS 15`-F,H,Q,V c► v 5' RainBird 1812 -SAM -PRS 5'-H, Q 0 Y O & Rainl3ird 1812 -SAM -PRS &-F,H,Q,V 0 `ire 10 RainBird 18.12 -SAM -PRS 10'-F,H,Q,V ® V ' 12 RainBird 1812 -SAM -PRS 12'-F,H,Q,V y' ' ' 15' RainBird 1812 -SAM -PRS 15'-F,KON RainBird RWS-BG02 (,50 GPM)- (2) Per Tree O RainBird 1401 on 1806 - PA -80 35' RainBird 5012 -S -PL -FC -SAM -PRS -SS -3.0 LA 35' RainBlyd 5012 -S -PL: PC -SAM -PRS -SS -3.0 to 25' RainBird 5012 -S -PL -PC -SAM -PRS -SS -1.0 LA O 1 35' RainBird 5004 -PL -FC -SAM -PRS -SS -3.0 LA 36 RalnBird 5004 -PL -PC -SAM -PRS -SS -3.0 LA 25' RainBird 5004 -PL -PC -SAM -PRS -SS -1.0 LA 2O 39 RainBlyd 7005 -FC -SS -SAM -04 39 RainBird 7005 -PC -SS -SAM -04 49" RainBird 7005 -FC -SS -SAM -08 49" RainBird 7005 -PC -SS -SAM -08 4 59 RainBird 7005 -FC -SS -SAM -12 59' RalnBlyd 7005 -PC -SS -SAM -12 53' RainBlyd F4 -PC -SS -HS -12 Infield Spray Down 0 65' RainBlyd 7005 -FC -SS -SAM -16 65' RainBird 7005-P"S-SAM-16 59' RalnBird F4 -PC -SS -HS -18 Infield Spray Down New Water Meter- 6` Febco Reduced Pressure Backflow w/ strong box stainless steel enclosure Rainbird Water Pressure Booster System Wessels Surge Tank Model#NLA 200 Bermad Bermad 400-G PRV H Brass Gate Valve - Line Size Watts #815-4SA-BG-NO-SV MO -F -Normally Open Q Watts #815-4SA-BG-NC-SV-MO-F -Normally Closed Q RalnBlyd FS200P, Flow Sensor C RainBird 5LR0 Quick Coupler Valve RainBird PEB-PRS-D Control Valve King Bros. Line Size Check Valve DRaInBlrd ESP -SAT Controller. See POC sheet for information. AG Products AirNacuum Relief Valve ••----.•--.-------- Mainline Lateral Line _ _ _ _ _ _ _ _ _ _ _ — Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter ft m w w m w m — — — — — — m m � . l xisting Mainline Existing irrigation Valve COMMUNICATION CABLE "---"--- '-- Communication Cable: CCU and all controller located inside building as wall mount, Connect PE -89 from CCU to each controller. IRRIGATION VALVE CALLOUT: Station No. _--'-- _. GPM X X X X------ Plant Type Valve Size LATERAL LINE SIZING CHART 3/4" 1" NOTE` 1riE LATERAL SIZE —H-- 1114' aEtwEEN W40X DEM1C& TICK 1 112° MARKS SHALL BE THE SAME. 2" MINIMUM i E is 1 21/2" IV4". 1E_ 3" REVISIONS No. DA TE 4 DECCRIP TION EPTDESIGN � Z '1�' landscape architecture I urban design' planning 844 East Green Shed, Ste. 201 Past dma, CA 91101 T 1626.795.2008 f 1626.795.2547 rvww.eptdesign.com �y WJI/lM K D IRRIGATION NOTE: THE RRIGA11ON DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, EQUIPMENT, ETC SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN THE PLANTING AREAS IN A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS, SEE SHEET L2.09 FOR ADDITIONAL INFORMATION ON MATERIALS, LEGENDS, NOTES, AND POINT OF CONNECTION. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE GENERAL REQUIREMENTS OF THE SPECIFICATIONS SHALL BECOME PART OF THE IRRIGATION WORK. z "1i 0 5 i0 20 140 FEET NORTH PROJECT Section 421814217 of ft government code requires a dg aW idenfiffcation murder be Issued before a Vermft to excavate' WH bevard. Cal (2) working days before you dig. x �A _ LANDDEVELOPME3T TEAM f OSSETTI AERA PARK BAKERSKELD, CA. File Name: Drawn: THE PARK AT RIVER WALK PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: LANDSCAPE IRRIGATION PLAN L2.01 Date: Checked By: MML MAINTENANCE BUILDING 10OX CONSTRUCTION DOCUMENTS- 07-22-08 Q) C< e I 9 CITY OF BAKI�RSFIELD, CALIFORNIA -f IRRIGATION LEGEND SYMBOL RAD. MANF. MODEL NO. WITH NOZZLE SiZE & TYPE F7 �Ha Q A �p V RainBird 1806 -SAM -PRS V -H, Q 0 V RainBird 1806 -SAM -PRS 8'-F,H,Q,V (•Q Q 10' RalnBlyd 1806 -SAM -PRS 10'-F,H,Q,V ® e g 12' RainBird 1806 -SAM -PRS 12'-F,H,Q,V +� e (� �J 15' RainBird 1806 -SAM -PRS 15'-F,H,Q,V CA2.03 6" Pop -Up Turf Spray Head 30 2.60 q► Q 5' RainBird 1812 -SAM -PRS V -H, Q O Y O �' 8' RalnBird 1812 -SAM -PRS &-F,H,Q,V m V' 10 RainBird 1812 -SAM -PRS 10'-1F,H,Q,V qD Y moi'' 12' RainBird 1812 -SAM -PRS 12'-F,H,Q,V V ';7 15' RainBird 1812 -SAM -PRS 16-F,H,Q,V • .20 RainBird RWS-BG02 (.50 GPM)- (2) Per Tree o 12' Pop -Up Shrub Spray Head RalnBird 1401 on 1806 - PA -80 .52 .26 1.19 CA2.03 12" Pop -Up Shrub Spray Head 35' RainBird 5012 -S -PL -FC -SAM -PRS -SS -3.0 LA 35' RainBird 5012-S-PL-PGSAM-PRS-SS-3.0 to 25' RainBird 5012 -S -PL -PC -SAM -PRS -SS -1.0 LA 0 1 36 RainBird 5004 -PL -FC -SAM -PRS -SS -3A LA 35' RainBird 5004 -PL -PC -SAM -PRS -SS -3.0 LA 25' RainBird 5004 -PL -PC -SAM -PRS -SS -1.0 LA CA2.03 39' RainBird 7005 -FC -SS -SAM -04 39' RainBird 7005 -PC -SS -SAM -04 l�J (� J3 49" RainBird 7005 -FC -SS -SAM -08 49" RainBird 7005 -PC -SS -SAM -08 4 4 59 RainBird 7005 -FC -SS -SAM -12 5g' RainBird 7005 -PC -SS -SAM -12 53` RainBird F4 -PC -SS -HS -12 Infield Spray Down Q i 65' RainBird 7005 -FC -SS -SAM -16 65' RainBird 7005 -PC -SS -SAM -16 59' RainBird F4 -PC -SS -HS --18 Infield Spray Down - 011-2.03 Shrub Pop -Up Rotor w/ Stainless Steel Riser 45 1.05 - New Water Meter- 6' 0 Febco Reduced Pressure Backiiow w/ strong box stainless steel enclosure t? Rainbird Water Pressure Booster System - Wessels Surge Tank Model#NLA 200 Turf Pop -Up Rotor w/ Stainless Steel Riser Bermad Bermad 400-G PRV ►� - Brass Gate Valve - Line Size O Wafts #815-4SA-BG-NO-SV MO -F -Normally Open O Watts #815-4SA-BG-NC-SV MO -F -Normally Closed Q RainBird FS200P, Flow Sensor C RainBird 5LRC Quick Coupler Valve - RainBird PEB-PRS-D Control Valve Turf Pop -Up Rotor w/ Stainless Steel Riser Kng Bros, Line Size Check Valve FC] RainBird ESP -SAT Controller. ®JAGProducts Turf Pop -Up Rotor w/ Stainless Steel Riser AirNacuum Relief Valve -------•------ Mainline - Lateral Line CA2,03 - - - - - - - - - -. - - - - - - - - - - - - Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter * - �- •� Existing Mainline ' Existing Irrigation Valve COMMUNICATION CABLE Communication Cable: CCU and all controller located inside building as wail mount. Connect PE -89 from CCU to each controller. IRRIGATION VALVE CALLOUT: -Station No. X -X X --`-- GPM X X -- Plant Type Size LATERAL LINE SIZING CHART 3/4" +- 1" NOTE. 1HE LATERAL SIZE -, i- 1 1/4" BETWEENTWO DeqTnALTICK M 1 1/2" MnM %*LBE 2' MuM SPIPsite as Valve 1- 21/2"4' H 3' REVISIONS No. DA TE i 4 / / DESCRIP TION EF"I'DESIGN landswpo arehiteetvre I vrban design I planning 844 East Creep Street, Ste. 201' 09 - Pasadena CA 91101 T 1626.795.2W8 f 1626.795.25A7 www.epk6ign.com GENERAL IRRIGATION NOTES 1, The irrigation contractor shall be responsible for familiarizing themselves with all differences in grade, location of seatwalls, location of retaining wails, etc. The contractor shall be responsible for coordinating all irrigation work with the general contractor, electrical contractor, and all other subcontractors for the location and the installation of irrigation related sleeves through walls, structures, under roadways, paving, etc. 2. The Irrigation design presented in these documents Is Intended to be diagrammatic. All piping & valve locations, etc, are for design clarification and shall only be installed in planting areas shown within paved areas, wherever possible. Avoid any conflicts between the sprinkler system, planting and architectural features. 3, The irrigation system design is based upon the minimum operating pressure and the maximum flow demand shown on the irrigation drawings at each point of connection. The irrigation contractor shall verify water pressure prior to construction. Any difference between the water pressure indicated on the drawings and the actual pressure reading at the irrigation point of connection shall be immediately reported in writing to the owner's authorized representative. If the pressure differences are not immediately reported prior to beginning construction, the irrigation contractor shall assume full responsibility for all revisions to the irrigation system deemed necessary by the owner's representative and all costs associated with those revisions. 4. When it is apparent to the landscape contractor in the field that obstructions, grade differences, or differences in the calculated area dimensions exist that may have not been considered in the design of the system, the irrigation contractor shall not willfully install the irrigation system as indicated on the construction drawings. The owner's authorized representative shall be notified in writing of any such obstructions or differences prior to beginning any irrigation installation. if notification is not received prior to beginning Installation, the Irrigation contractor shall assume full responsibility for all revisions to the irrigation system as deemed necessary by owner's representative and all costs associated with those revisions. 5. The irrigation contractor shall be responsibie'for installing all control wire sleeving of sufficient size, under all paved areas in addition to the control wire sleeving shown on the drawings. 6. All piping and equipment shall be installed per the irrigation details. Teflon tape or Teflon pipe dope shall be applied to all male PVC pipe threads on all irrigation swing joint and valve assemblies, 7. All pop-up style irrigation heads located in in shrub or groundcover areas shag be Installed so the top of the irrigation head is V above finish grade. 8, Al pop-up style irrigation heads to be located in turf areas shall initially be installed so the top of the irrigation heads are flush with the adjacent sidewalk or curb. Within 10 days of being notified by the owner's representative, the irrigation contractor shall be responsible for adjusting all turf irrigation heads so the top of the irrigation head is Y' above finish grade. 9. The irrigation contractor shall be responsible for flushing and adjusting all irrigation heads for optimum performance and to prevent over spray onto areas not intended for irrigation. These shall include adjusting the arc of the irrigation head and throttling the flow control at each valve to obtain the optimum operating pressure for each system. 10. The irrigation contractor shall be responsible for making the final connection between the power source and the automatic controller, 120 volt electrical power source shall be provided by others at the automatic controller location. 11. Irrigation systems as shown on layout plans are diagrammatic - the irrigation contractor shall install all remote control valves, quick couplers, and gate valves, in shrub planting areas or as approved by owner's representative & the landscape irrigation designer. 12. The irrigation contractor shall be responsible for adjusting the pressure regulator on each electric control valve so the irrigation head farthest and highest in elevation from its associated control valve functions within the operating pressure shown on the irrigation legend (not to exceed 5 PSI above the indicated operating pressure). 13. The contractor shall use Rain Bird variable arc nozzles (van) when installing irrigation heads using Rain Bird 1800 series nozzles that require arc patterns other than the standard arc patterns (e.g„ 360,180, and 90). For example: use 8 -van where an 8 foot radius is required or a 12 -van where a 12 foot radius is required. 14. The irrigation contractor shall be responsible for making field adjustments to the irrigation system by installing a quarter circle or half circle sprinkler head on each side of any vertical element (props, street lights, trees, etc) which prevents proper coverage by interfering with the spray pattern of the irrigation head. All adjustments shall be made at no additional costs to the owner. 15, The irrigation contractor shall install Rainbird check valves on all irrigation rotors and/or spray heads demonstrating'low-head' drainage. 8eclion 4216/4217 of the government code requires a dig alert ideriffimtion number be Issued before a'permit to accavaie' will be valid. call (2) worldng days before you dig. Q AK }} Ira `cr! �� Engihaets OSSETTI File Name: Drawn: THE PARK AT RIVER WALK PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: LANDSCAPE IRRIGATION LEGEND Date: Checked By: MML MAINTENANCE BUILDING 1007. CONSTRUCTION DOCUMENTS- 07-22-08 0 1 x.02 2 3 DESCRIPTION PSI FLOW RATE IN GPM DETAIL F7 H Q A Slav 6' Pop -Up Turf Spray Head 30 - .20 .10 - C/L2.03 6' Pop -Up Turf Spray Head 30 1.05 .52 .26 1.19 C/12.03 6" Pop -Up Turf Spray Head 30 1.58 .79 .39 1.45 CA2.03 6" Pop -Up Turf Spray Head 30 2.60 1.30 .65 1.30 C/1.2.03 6" Pop -Up Turf Spray Head 30 3.60 1.85 .92 1.85 CA2.03 12" Pop -Up Shrub Spray Head 30 - .20 .10 - C/L2.03 12' Pop -Up Shrub Spray Head 30 1.05 .52 .26 1.19 CA2.03 12" Pop -Up Shrub Spray Head 30 1.58 .79 .39 1.45 CA2.03 12" Pop -Up Shrub Spray Head 3012.60 1.30 .65 1.30 C/1.2.03 12" Pop -Up Shrub Spray Head 30 3.60 1.85 .92 1.85 CA2.03 Bubbler in Sleeve with Grate 30 .50 - - - DA2.03 Flood Bubbler on 6" pop-up spray head 30 .25 - - - C/L2.03 Shrub Pop -Up Rotor w/ Stainless Steel Riser 45 3.07 - - - C/12.03 Shrub Pop -Up Rotor w/ Stainless Steel Riser 45 3.07 - - - 011-2.03 Shrub Pop -Up Rotor w/ Stainless Steel Riser 45 1.05 - - - C/L2.03 Turf Pop -Up Rotor w/ Stainless Steel Riser 45 3.07 - - - C/12.03 Turf Pop -Up Rotor w/ Stainless Steel Riser 45 3.07 - - - CA2.03 Turf Pop -Up Rotor w/ Stainless Steel Riser 45 1.05 - - - C/L2.03 Turf Pop -Up Rotor w/ Stainless Steel Riser 60 3.80 - - - CA2.03 Turf Pop -Up Rotor w/ Stainless Steel Riser 60 3.$0 - - - CA2.03 Turf Pop -Up Rotor w/ Stainless Steel Riser 60 8.40 - - - CA2,03 Turf Pop -Up Rotor w/ Stainless Steel Riser 60 8.40 - - - C/L2.03 Turf Pop -Up Rotor w/ Stainless Steel Riser 60 12.0 - - - C/t2.03 Turf Pop -Up Rotor w/ Stainless Steel Riser 60 12.0 - - - CA2.03 High Speed Rotor w/ Stainless Steel Riser 60 12.4 - - - C/L2.03 Turf Pop -Up Rotor w/ Stainless Steel Riser 60 15.9 - - - C/1-2.03 Turf Pop -Up Rotor w/ Stainless Steel Riser 60 15.9 - - - C/L2.03 High Speed Rotor w/ Stainless Steel Riser 60 12.4 - - - C/L2.03 New 6" Domestic irrigation Water Meter - see the irrigation construction notes for additional information. Installation per civil plans. NOT USE 6" Flanged 826YD Reduced Pressure Backflow per civil plans. Polar Bearier thermal blanket from V.I.T. Products. NOT USE See P.O.C. sheet for more information. NOT USE 53 gallon tank precharged at 12 psi, install per manufacturer's specifications in approved enclosure and on concrete pad TBD. NOT USE Pressure Reducing Valve. Place dowstream of bladder tank per plan. NOT USE For mainline sizes 2' and smaller, use Watts brass FBV Series Ball Valve For mainline sizes 21/2" and Larger, use Nibco P -619 -RW Iron Resilient gate valve 13/1.2 04 Master Valve to be installed in rectangle Valve box adjacent to flow sensor. See P.O.G. detail for more information. A(L2 03 Master Valve to be installed in rectangle Valve box adjacent to flow sensor. See P.O.C. detail for more information. M2.03 See P.O.C. detail for sizing. All flow sensor wire shall be Rainbird flow sensor wire model #9516-2SP installed inside 1-1/4" PVC Sch 40 conduit. The standard splice to use on the above cable is 3M DBY. NOT USE With lockable top. See plan for locations. C/L2.03 Plastic Domestic Control Valve with pressure regulation. Provide each valve with a sch 80 ball valve and union. Install in rectangle valve box per detail. Size per plan. A/1-2.02 Provide swing check valve when direction of water flow is uphill. Provide spring check valve when direction of flow is downhill. NOT USE All lead wires to be 14 gauge, Contractor shall run 2 lead wires from the controller to each valve box (one of the lead wires shall be conncected to the controler and labeled Valve number'. The second wire shall be stubbed into the controller and labeled valve number 5d. NOT USED Model #URV T. See irrigation layout plan for locations and Irrigation details for additional information. NOT USE 1 "--2' =Schedule 40 pvc, Bury 24' deep. 2112'-3" =Class 315 pvc, Bury 30' deep. 4' and larger use Class 200 PVC Bell and Gasket pressure mainline with Harco ductile iron fitpngs and thrustforms concrete thrustblock forms (4°74018 and 6"-TF6021) Bury 36" deep. D,F/L2.03 Schedule 40 PVC, size per plan. minimum size to 3/4". Bury 12' deep. G,EA2.04 Size to be two times the pipe diameter or wire bundle (Schedule 40) EU,04 To be protected in place. Provide isolation valve at sub main fie in. NOT USE To be protected in place. NOT USE Max icom Communication Cable. AEF model PE -89 or approved equal. All Max icom Communication Cable shall be installed inside 1? PCV Sch. 40 conduit. Pull boxes shall be installed at no more than 200' apart (with 3' loop in each box) and at each change of direction. x,03 IRRIGATION NOTE CALLOUT: Plant Type: TF Turf IRRIGATM NOTE SB Shrub / Ground cover TR Trees PT Pots .� DP Drip REVISIONS No. DA TE i 4 / / DESCRIP TION EF"I'DESIGN landswpo arehiteetvre I vrban design I planning 844 East Creep Street, Ste. 201' 09 - Pasadena CA 91101 T 1626.795.2W8 f 1626.795.25A7 www.epk6ign.com GENERAL IRRIGATION NOTES 1, The irrigation contractor shall be responsible for familiarizing themselves with all differences in grade, location of seatwalls, location of retaining wails, etc. The contractor shall be responsible for coordinating all irrigation work with the general contractor, electrical contractor, and all other subcontractors for the location and the installation of irrigation related sleeves through walls, structures, under roadways, paving, etc. 2. The Irrigation design presented in these documents Is Intended to be diagrammatic. All piping & valve locations, etc, are for design clarification and shall only be installed in planting areas shown within paved areas, wherever possible. Avoid any conflicts between the sprinkler system, planting and architectural features. 3, The irrigation system design is based upon the minimum operating pressure and the maximum flow demand shown on the irrigation drawings at each point of connection. The irrigation contractor shall verify water pressure prior to construction. Any difference between the water pressure indicated on the drawings and the actual pressure reading at the irrigation point of connection shall be immediately reported in writing to the owner's authorized representative. If the pressure differences are not immediately reported prior to beginning construction, the irrigation contractor shall assume full responsibility for all revisions to the irrigation system deemed necessary by the owner's representative and all costs associated with those revisions. 4. When it is apparent to the landscape contractor in the field that obstructions, grade differences, or differences in the calculated area dimensions exist that may have not been considered in the design of the system, the irrigation contractor shall not willfully install the irrigation system as indicated on the construction drawings. The owner's authorized representative shall be notified in writing of any such obstructions or differences prior to beginning any irrigation installation. if notification is not received prior to beginning Installation, the Irrigation contractor shall assume full responsibility for all revisions to the irrigation system as deemed necessary by owner's representative and all costs associated with those revisions. 5. The irrigation contractor shall be responsibie'for installing all control wire sleeving of sufficient size, under all paved areas in addition to the control wire sleeving shown on the drawings. 6. All piping and equipment shall be installed per the irrigation details. Teflon tape or Teflon pipe dope shall be applied to all male PVC pipe threads on all irrigation swing joint and valve assemblies, 7. All pop-up style irrigation heads located in in shrub or groundcover areas shag be Installed so the top of the irrigation head is V above finish grade. 8, Al pop-up style irrigation heads to be located in turf areas shall initially be installed so the top of the irrigation heads are flush with the adjacent sidewalk or curb. Within 10 days of being notified by the owner's representative, the irrigation contractor shall be responsible for adjusting all turf irrigation heads so the top of the irrigation head is Y' above finish grade. 9. The irrigation contractor shall be responsible for flushing and adjusting all irrigation heads for optimum performance and to prevent over spray onto areas not intended for irrigation. These shall include adjusting the arc of the irrigation head and throttling the flow control at each valve to obtain the optimum operating pressure for each system. 10. The irrigation contractor shall be responsible for making the final connection between the power source and the automatic controller, 120 volt electrical power source shall be provided by others at the automatic controller location. 11. Irrigation systems as shown on layout plans are diagrammatic - the irrigation contractor shall install all remote control valves, quick couplers, and gate valves, in shrub planting areas or as approved by owner's representative & the landscape irrigation designer. 12. The irrigation contractor shall be responsible for adjusting the pressure regulator on each electric control valve so the irrigation head farthest and highest in elevation from its associated control valve functions within the operating pressure shown on the irrigation legend (not to exceed 5 PSI above the indicated operating pressure). 13. The contractor shall use Rain Bird variable arc nozzles (van) when installing irrigation heads using Rain Bird 1800 series nozzles that require arc patterns other than the standard arc patterns (e.g„ 360,180, and 90). For example: use 8 -van where an 8 foot radius is required or a 12 -van where a 12 foot radius is required. 14. The irrigation contractor shall be responsible for making field adjustments to the irrigation system by installing a quarter circle or half circle sprinkler head on each side of any vertical element (props, street lights, trees, etc) which prevents proper coverage by interfering with the spray pattern of the irrigation head. All adjustments shall be made at no additional costs to the owner. 15, The irrigation contractor shall install Rainbird check valves on all irrigation rotors and/or spray heads demonstrating'low-head' drainage. 8eclion 4216/4217 of the government code requires a dig alert ideriffimtion number be Issued before a'permit to accavaie' will be valid. call (2) worldng days before you dig. Q AK }} Ira `cr! �� Engihaets OSSETTI File Name: Drawn: THE PARK AT RIVER WALK PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: LANDSCAPE IRRIGATION LEGEND Date: Checked By: MML MAINTENANCE BUILDING 1007. CONSTRUCTION DOCUMENTS- 07-22-08 0 1 x.02 2 3 f NOTES: REVISIONS 0 Ter fir 3A'ttMW (03M)FOR EMIAMS 1. USE TEFLON PIPE ON ALL TREADED JOINTS No. DATE VALVE 4100 ELL 2. ALL RISERS AND NIPPLES SHALL BE %H. 60 PVC, ALL PITTINGS TOP OF VALVE BOX 2.5' (0,16W TEE (_%T) MAIN ANCHOR CONCRETE'`' nflVoT BLOCK SHALL BE SCH. 40 PVC.. S. ALL LATERALS SMIALL BE GLASS 200 PVC OR AS REQEIIR@ ON f1.AN6. (5EE NOTE s3 ON EXPANSION LOOPLINE OR ELL (5i) THIS SHtE I FOR ALL WIRES. FINISHED 61RADE (TYPICAL) Q g 6A' FLEX HIPRE (7r) 4. HO IRRi6A110N WAP5 ARE INSTALLED PITHIN Edi, ) OR A DRAIN VALVE OR GW4K VALVE 15 REQUIRED TO PREVENT ER0510K LATERAL CHECK VALVES AND DRAIN VALVES SHALL. BE INSTALLED AT LOGATION5 AS PRESCRIBED BY THE SPECIFIED CONDITIONS AND SHALL BE EXTiRA CONTROL LNlRE REZILiANT 2 I n ,..::`•.',::.. , `" QBLiE2/StHRLJB til' APPROVED BY THE RECREATION AND PARKS DIRECTOR PRIOR TO PILAGi:MENiTAtoU5E. IW � WIRE60 BALL VALVE j (LIME SIZE) T SCHEDULE : • + S. ALL POP UP HEADS 5NALL BE 2O'"(� FROM CONCRETE FNEYMALE'S PVC, - 4A` (0.1 EL (TT) 3 It15TALL TOP OF BEAD 025' AND ASP1MiV.7 AREAS. ALL IAR6E RADIUS lRRI6ATON HEADS EH'ARF PAST NIPPLE - (63"4 WvE FS FOR PIN15W CWC, SHALL BE 40 (10") FROM CONCRETE AND ASPHALT ;� Q 2:21420 ELLPART P GROSS PLUG GIRDLE Alb 40 - ncmm�t FOR tut clRUE. AREAS. HWADS OF POP W S SHALL BE AS FOLLOW. ADD T1•IREADEP UNION � 4 / / 60(0.154 FOR LAIN AREAS 1.010 FOR SHRUBS SGH DULE SE DETAIL 'W" (PLAN VIEW I5 FOR VALVE DESCRI P TION -OW LA' (0-%W FOR 6ROVND COVERS THI5 SHEET NIPPLE (TM {N5TALLArON - DETAIL V) 60 PVC. tnt�1 E trtr) 6. MH E PART CIRCLE IRRIGATION HEADS ARE ADJACENT' TO A WILDING MAIN LINE LAN FLAN VIEW WALL, LOCATE WADS MIN. 4" (100mm) MOM FACE OF WIWI% WALL TO WK OF IRRi6ATIONWV. BRiCK EPTDESIGN T. 7RIPPLE SWING Jo1NTT 5H1UL BE RAINBRD 5A SERIES OR APPROVED EQUAL02 landscape archHeature I urban design l planning to �+ ` `' `` '' •, : LATERIAL UNE b. ANY AND ALL CM AN5M FROM THIS STANDARD DETAIL SHEET SHALL BY APPROVED BY INE RECREATION AND PARKS DIRECTOR (@ FZEMOTE VALVE S. ALL MOATION CONTROL MIMS (CONTROL AND COM" SHALL BE 14 U1^ SINGLE STRAND COPPER WRE, TAPED AND NO : Se c LAIR�D!(A_ L7 r'Sottom MountG) q. SEE APPROVW LAND9CAPE/IRRIOATION PLANS AND LESENDS .CONTROL 61416E E3UINQL^FD AT 10'04W INTERVALS AND P ACM NEAR THE iRRl6ATiG�! MAINLIi€ AT TI IE 3 d'GI.OGK POSPfION 844 East Greets Street, Ste. 201 "die eF' ` FOR IG MODES. NUM SIZE, QUANTITY, MAN)FAGTUtREiRS, AttC3 �jEy: SEE CITY STANDARD5 5fM L-2 Pasadena, CA 91101 >y Q7 43 �4 IW � � 1. ALL MAW WINES INSTALLED SHALL BE TESTED AS PER TURES SPECIFICATIONS AND SVI LL BE A PART 4'S ° TEE FH%W MADE PERFORMANCE PI:RF� REQI1IRt3�iENTa. ERFO RDA 1. LW TEFLON ON ALL 11HREADED JOINTS 6. ALL WNE GONNi:GTION5 SHALL BE WATERPROOF AND APPROVED T 1626.795.2008 F 1626.795.25-47 OP CAk- OF THE INSTALLATION SPEGIFIGA11ON5. 45 ° TEE BY THE FEC( MICIN AMD PARKS DIRECTOR SPLICES HILL NOT www.epklesign.com r ELEVATION FINISHED 6RADEDE IN TURF AREAS 2. ALL NiPKE5 514ALL BE 5GI•E RULE 60 PVCALL FITtIN65 BE ALLOR D UNLESS APPROVE? BY THE RECREATION AND 2. ALL STAND RDMIN6 DE'LT•IS SHALL BE PER CITY ; - .::' : �'� a `a `�',: ',; .� �, SEEM' L-2, DETAILS D,1; NO F. 1 :' : . ; • • :+ •. , • `. gy}� PIPED PLASTIC ROUND VALVE BOX WITH BOLT DOMINI OVER USE STAINLESS BOLT NUT AND WASHER SHALL BE SCRVU 40 PVC. PARKS DIRECTOR THE APPROVED SPLICES WILL REQUIRE THE USE OF A SPLICE BOX . E • Est. (5T) OR HEAT BRAND 'QGV' ONTO LID, 3. ALL iRRIBAT ION CONTROL VALVES SHALL BE PLACED IN APLASTIC, 3, CEMEW CONCRETE USED FOR THRUST im (55T) IRRIGATION CONTROL VALVE BOX WITH VALVE ID TAS. THE TOP OF 1. MAIRrAIN 2.0' (Ohm) SWARATION MTrM REMOTE SHALL BE CLA95 "B' AS PER APPLICABLE LAISK QUICK COUPLER KEY WITH MALE HC% BIB THE VALVE BOX SHALL EE 2000(rN SMOW FINISHED GRADE IN TURF CONTROL VALVES (CEbTtERl..INE TO"Q$ITERI.W WHEN MORE 1HAli PROVIf ONS OF 5WTION 110 OF THE 5TAMDARD LI T CONNECTION A5 SHOWN, KEY MUST CLEAR VALVE 133OX AND 2.0" 00tyW A 30YE HNISHIE D 6RADE IN KAANTEIR AREA THE ONE VALVE 15 INSTALLED iN Ti•IE SAME LOCATION. SPECIE OF 5A11M OF THE CALIFORNIA DE PART1ATtT ATIOK APPROVED CURRENT EDITION.. �C ac :; ~e�:.' ' BARaEv ELI. 3."TIC,F0LL0YNIN6 -- FiNISFIED GRADE IN SFiI AREAS VALVE BOXES AND L1lDS OR APPROVED EQUAL ARE MIEMEP ACOEF'TABIE. ANY 17EVIATiON FOR THE AGGi3'T13? BOXES KIST BE ABLE TO REPL4GE VALVE WITHOUT GUT TiN6 iRREGATiON LINES OR MOVING BOX 4. T BLOCKS SHALL BE M AT GHAMk5E5 OF F � SHIN& Pin 4' MIN. AMS? LIDS BEOW MUST BE APPROVED BY THEE RECREATION AND PARKS DIRECTOR 6. YNt tE i'tJS51Bi 1:, LOCATE VALVES IN THE PLANTER Af AB. \'� !' ,I- DMI ON ows,TEE ), GFIE5 OF VELOCITY PE E DEAD EI�a. FS, VALVE5), AND. PIPE � U F?EDUGER FORADE ��`` QI11GK GOUPI.ER VALVE 5tNftE VALVES: NDS Pito SERIES 14`Xlq" C0RRUSATED VALVE SOX WITH BOLT DOM COVER. t ALL IRRi6ATTON INSTALLATIONS SHALL BE iN ACCORDANCE KITH CITY STANDARDS THE LATEST APPROVED EDITION OF THE UNIFORM E9. THRUST BLOCKS ARE USED, T16 512E AND \ : / 45* ELL � STAINLESS STEEL CLAMP QUICK cOUIbL1=R, NDS PRO 5Efit1ES lO• ROUND PLUhB{N6 CADS, MWAGTUIRL3LS RECOMMENDATIONS, SECTION TYPE 0 = TIE BLOCKING MUST BE BASED ON TLB BRICK SUPPORTS C A011W 9ATM VALVE BOX DOTH BOLT 00M COMER. 20 OF THE STANDARD SPECIFICAT10145, AND A5 DIRECTED BY THE MAX 7446T FORCE EXPECTED AILD THE LOAD- RECREATION AND PARKS DNREGTOR. BEARIN 5 CAPACITY OF THE SOIL.a,; : ; ..• `` . " :,•., •:. •.+ - 'i',:' WR W eve, NIPPLE (Th) TRIPLE SMINS JOINT HIRE PULL BOX: NDS PRD SERIESJ 155X200 jt -W REGTAN6ULAR VALVE SOX WITH BOLT DOWN !'+Ol/ER O. ALL MATERIALS WED SHALL WJE " AND FRM FROM DtLTS. 6. ALL THRUST BLOCKS SHALL IV IN ACCOR ANCE WITH THE LATEST APPROVED EDMON TRIPLE SANS JDPNi -- - MAINLINE 4: IMB7'ALLATiON OF EX'tTRA I�16ATTON GOMROL WRE FROM A. ANY AND ALL GHHANi6E5 SHALL BE APF'ROYiSD BYTING RECREATION OF THE UNIFORM PLUMBING CODE. : . _ �REQUIREMD AR STAKES, iRR16A11ON OONTROL Gl OGK TO REMOTE CONTROL VALVE 15 AND PARKS DIRECTOR PRIOR TO IMPLEMENTATION. "� " " LANDSCAPE FABRIC LRMIU1RED FOR EACH MANIFOLD OWL.E OF VALVES). EXTRA � LATERAd LINE HIRE SHALL BE A DIFFERNr COLOR 114M THE ONE USED TO 12 SEE APPROVED LANDSCAPE/ M6ATEON PLANS AND L W*M 3/4" ROCK, I CUBIC Ft. OPIRAM VALVES. (ONE C0L0R FOR ALL VALVE WIRES E ONE COLOR FOR-OMIPIO MODEL MIRE, SIZE, QUANTITY, MANUFACTURERS i 3I POP UP $PR, f1Y H E AD Q WICK GOi)PL_ER FOR ALL EXTRA HRES) AND PEZFORMANGE REGtARE14:N15. (Bottom Mounted) CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS DETAILS FOR THRUST BLOCKS LANDSCAPE AND IRRIGATION DETAILS FOR VARIOUS IRRIGATION HEADS DETAILS FOR REMOTE CONTROL VALVES A STANDARD STANDARD STANDARD PLAN NO. PLAN NO. PLAN NO. SHT . _ C) t4 APPROVED RCEXXXXX DATE �-5 SHT 8 OF t4 APPROVED RCE }G= DATE L-8 SHT 6_ OF 14 APPROVED RCEXXXXX DATE L-6 PH%W GRADE • I O' (b rtJ� 1 4 -INCH GRATE NOTES: , •�y 2 ROOT WATERING SYSTEM: 1, GREEN PLASTIC, RECTANGULAR VALVE BOX L. MINI N iNG UNIDG�R ROADWAYS OR ANY 011M HEARD SURFACE, 1 2 3 4 RAIN BIRD RWS-BCG WITH LOCKING COVER, HEAT BRANDED WITH ALL ELIZ GAL WIRINS AND MNATER LINES SHALL BE INSTALLED 25' (INCLUDES BUBBLER, LETTERS "GV" - REFER TO IRRIGATION 0160 , IN A SGHWA.E 40 PVC, SLEEVE. SLEVE SHALL BE 2 CHECK VALVE AND GRATE) SPECIFICATIONS TM VIAOF SHALL HA CONDUIT / PIPING. ALL EIr:rTF GAL CONDUIT V MINI DiA. FOR 110 VOLTS AND 2' MIN. DIA. FOR LOW 3 BUBBLER 1 2. LEEMCO FLANGED JOINT RESTRAINT SYSTEM VOLTA6E, _ CITY STANDARDS S -I Er L-3, DEt•AiL H. n -s 3. FLANGED GATE VALVE -REFER TO 2> HeIM RAINIBIRD MAXICOM IRRIGATION SYSTEM 15 WAR. TIC MAN LRE PLACE W46ATi01t WWPOL Q s 4 FINISH GRADE 2 IRRIGATION LEGEND SPECIFIED, 1 HE MAXICOM GABLE MUST NOT COME INTO CONTACT AT IfE 4 Mi= HFPS NEAR Ift MAN `' o '�°-o 5 CHECK VALVE 4. CHRISTY'S TAG iD-MAX-P2-RCIP2 WITH THE P SUPPLY OR VALVE HIFUN6. LOCATE THE MAXI- P05PTiOt. BUNDLED AND TAPED AT O (3� oo�� °°°° 3 5. FINISH GRADE: COM CABLE NEAR TNS MAIN LINE AT A q O'CLOCK POSITION. (LOCATE I�aEs AT TLE RES AT oo a a o0 0_ 6 OPTIONAL PEA GRAVEL n -Y2 BELOW BOX UD iN TURF S. IF MORE ONE LINE 15 INSTALLiEP PER TRENCH, PROVIDE 3 POSITION•Qoro s 6 FOR SANDY SOILS 4 -1 Ye BELOW BOX LID IN SHRUBJGC 05'(0.15W IZONrAL AND VERTICAL SEPARATION . 7 7 1/2 -INCH PVC SCH 80 NIPPLE 6. PLASTIC RECTANGULAR VALVE BOX WITH 4^ ALL PVC, VEtr N.0 SHALL BE #711(PRMER 15 � MAIN LINT! �� � � 5 EXTENSIONS AS REQUIRED RMIRF,D MAIN LINE ONLY). �a +-a° �' � 8 1/2 -INCH 90 -DEGREE ELBOW 7. PRESSURIZED MAINLINE WITH GASKETS 5^ LANA AND NMOATION IMPROVEME ITS WITHIN THE o $ s SWING PIPE, 12 -INCH 8. INSTALL PEA GRAVEL BELOW THE VALVE BOX DEDICATED STREET' TROT RI6HT-OF4"IAY MAY izP M AN OPEN CHECK WITH CITY 00IN�IN & DEPARTMENT i 0 (o3HV tTNI°1� EYRADE 9 SWING ASSEMBLY _ =1►1=1 =1 ' PER SPECIFIED DIMENSION PER "PIPE FOR Ri )i 10 1/2 -INCH MALE NPT INLET I I- I 1=1 '-I I 1=1 I i I 1-111-: 9, 2"x6" CONCRETE SUPPORT WITH 6, WHERE STREET CUTS ARE REWIREP TO INSTALL VARICUS � I=111 I I 1-1 C LINE PRODUCTS" PIPE SUPPORT IRRICAMON INF$ NO/OR WIRES, ALL STREET' PAT04IN6 WITHIN 11 PVC SCH 40 TEE OR EL = I { IIP i 1 i . EHE CITY Ri -OP• W:4Y SHALL IX 1N ACCORDANCE L"HITH OTY 12 LATERAL PIPE 1 i I i 6 STANDARD -12 OR AS DIRECTED BY THE VT(ENG1NiIR „F� -) 11= "I ALL IRRI o TiON LATERAL LiNES SHALL BE CLA 5 200 PVC. TURF IIEAf)S n 13 4-iNCH BASKET WEAVE CANISTER I I I IF ALA LINE 15 LOCATED UNDER A HARD SURFACE, %HWUE.E PVC, 15 RZWRED. to FOR It. MEN 15 A CHANGE IN FITTED DIREGTEONf, ALL OMIOAT1014 nW WEAM s t r� Etatn Q 1( MAIN LIMES NE LIS) THAN 2O' 0a' IN DIAMETER IPRLSSURE BE SEGI� WITH CONCRETE THRUST BLOCKS IN Iu 12 11 10 . ACCORIPM E !'4TH MANJFACTURE5 REZOMMENDATION ANG' n AS DIREC BY IEEE REC.RFATION AND PARKS DIRECTOR 13 SEE CiTY 51 WARD MV L-5 FOR THRUST BLOCK DETAIL. q• ALL iRRi TIONN MAINL.INE:S 20(5�} IN DIAMETER AND LAT7:;i7AL LINE LESS SHALL 5C:HI ULE 40 PVC. IRRI6ATION MAINLINES 6REATIE R • ' 7 THAN 2.0' IN DIAMETER SHALL BE 1I1t PVC, SC E 40 OR APPROVED I OVAL BY THIE RECREATION AND PARK$ DIRECTOR O. ANY FIta511Ln MADE.- 1.a (0.3m1 ALL C SHALL BE APPROVED BY TES R>.ATtott -..•{ _ _ < � s -I - 8 � f = I -f I -1 I-- ; t- AND PARKS (RECTOR PRIOR TO IMpUNWATLGMI ,., NOTE: IL ALL IRR( ON INSTALLATION SHALL BE IN ACCORDANCE WITH " FOR LARGE s NVA;V G11Y STAND , MtATE57 APPROVED EDITION OF THIS UNIFORM n" W_" ° pccvsplll*Ta TRUNK BETWEEN FL.UMBIN6 ' , MANUFACTURERS WX4M tENDATON5, S%TONL ^ n rw-B, sEE GN^TRAS sPCGs - -O5' AND CANOPY EDGE F . 20 OF THE ANDAiRD SPEGIFiOA11M, AND AS 0IREC7W BY THE ""FCJR � L FGR SWAGE TIC-AIWITr OR FWMAIIOt ANMD PAfRK5 DIRECTOR a; W WA 05m} A5 DIRr�rED ar THE > RV PARKS Roo# MY atering System Flanged Gate Valve Ii 12 All MA 13. AL MSHALL BENIEY! AND I FROM IMPERFECTIONS.t D AND iRR1GAITON PLAIN`i AND L� tATr Pat L SEE LANDSCAPE M PLACE IRRI6A1tt7N CONTROL%1TSi Scale: 3/4"=1'-4" _ . FOR SPEGIFE AND 14. NO MODEM 0037, SiZE, GI)ANTITY, MAN)FAGTUREIR rtiFZ5» 10e MAN REM METS' RE6lUI. P1^AGE MAXICOM MLIV AND TAPW A7 CONDUIT d R PiPINS 14AY BE ALLOWED WAR TM KA N LirE a° (3.an) Iitfi:TLYALS. s , ,. } t. . {' fsi �ll i .Illr; , WiTH(N it ti AT TILE q O'axXK L.OWE HIRES AT THE TidN PIPING OR CONTROL LINE TRENCH. AT MT1C7tL 3 061.06K POSITION WLTIT*LE LINES OR YOB S OSSETTI CITY OF AREVISIONS KE SFIELD 11Ft�1.1� DETAILS FOR PIPING,, r g00-422-'4' �- TRENCHING, AND BACKFILL C� Fcode STANDAI Section 4216(4217 of the government requites a dig alert ldentlkatlm number be issued before a "permR to PIAN NCD. Q excavate' "be valid. ct O SRR 2 O t4 APPROVED RCEXXXXX DATE L,•'2, Cal! (2) working days before ycw drg. CITY"OF.,BAKERSFIELD, CALIFORNIA PUBLIC, WORKS DEPARTMENT Elle Name: Drawn: THE PARK AT RIVER WALK , LANDSCAPE IRRIGATION DETAILS. L2,03 �a� No.: s1s� Engineer: MAINTENANCE BUILDING Date: Checked By: MML 1007. CONSTRUCTION DOCUMENTS- 07-22-08 0 1 2 3 CITY OF BAKERSFIELD, CALIFORNIA File Name: PUBLIC WORKS DEPARTMENT Job No.: 3167 Date: qFAM N I. 1., 110 120 NORTH Drawn: Engineer: Checked By. MML PLANTING LEGEND: Trees SYMBOL NAME SIZE QTY DETAIL 0 Cercis Occidentallis Western Redbud 24" Box 5 C/1-3.02 Dwarf Cayote Bush Q 48" O.C. ' • Quercus lobata Valley Oak 24' Box 2 C/L3.02 Fortnight Lily @24' O.C. Contractor to install Linear Root Barrier by Deep Root where Tree planting E/L3 02 occurs adjacent to concrete walkways and parking lot PLANTING LEGEND: Ground Cover and Turf SYMBOL NAME SIZE QTY DETAIL Bacchads pilularis "Twin Peaks" i gallon 111 A,B/L3.02 Dwarf Cayote Bush Q 48" O.C. Dietes vegeta 5 gallon 246 A, B/L3 02 Fortnight Lily @24' O.C. Turf Valley Mi)(4 Bermuda! Creeping Per Plan Fescue/ s Kentucky Bluegrass i EXISTING LANDSCAPE NOTE: CONTRACTOR TO PROTECT ALL EXISTING TREES, SHRUBS, AND TURF DURING CONSTRUCTION FROM INJURY AND DEATH. CONTRACTOR TO REPLACE ANY EXISTING TREES AND PLANTS THAT ARE INJURED AND SHALL MEET AND MATCH ALL TURF AREAS AT EDGE OF CONSTRUCTION. REVISIONS No. DA TE ,2 ,3 / 1 DESCRIPTION EPTDESIGN landseapo archihctlare I urban dasian I planning 844 East Green Street, Ste. 201 Pasac6W, CA 91101 T 1626.795.2008 F 1 626.795.2547 www.aptc6sign.com PROJECT � , LAND DEVELOPMENT t1556fTt AERA PARK BAKERSF'IELD, CA. x KPT 00,422-°'� = section 4216/4217 of the govemment code mires a dig alert ider*lcation number be issued before a'permit to excavate" W11 be valid. 140 FEET Cali (2) woddng days before you dig. THE PARK AT RIVER WALK LANDSCAPE PLANTING PLAN "MAINTENANCE BUILDING RIVERWALK MAINTENANCE BUILDING L3.01 100% CONSTRUCTION DOCUMENTS— 07-22-08 , 0 1 2 3 -fIl ii=iii—( .III- , I ►--1 11�= I .iWEI I ! gA ° A I 1;7J II= IEd11 _1 11. ° I I I'I!-iI! ° A 6' IN PLANTING 8" ADJACENT TO VERTICAL SURFACE Concrete Mowcurb D) kale: r3"=1 r,0n O , a i 0 Linear Root Barrier Scale: NTS 1. CONCRETE MOWCURB. 2. NO.4 REBAR CONTINUOUS AND CENTERED 3. %" RADIUS, TYP. 4. FINISH GRADE: -YY BELOW F.S. FOR TURF AREAS -1Y" BELOW F.S. FOR SHRUB AREAS 5, COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTES: A. PROVIDE A 1" DEEP SCORE JOINTAT 1(Y O.G. AND a/a" THICK FIBER EXPANSION JOINT WITH JOINT CAP AT 20' O.C. AND AT ALL CHANGES IN DIRECTION - FILL JOINT FLUSH WITH APPROVED SILICONE SEALANT. b CITY OF BAKERSFIELD, CALIFORNIA C Tree Planting and Staking Scale: 1/2"=11-W SECTION A - A' 1. (2) 2' DIAMETER X V LONG, FOR 5 GALLON; 10' LONG FOR 15 GALLON AND 24" BOX; 3' DIAMETER X 1Y LONG FOR 36" BOX. PLACE STAKES AT RIGHT ANGLE TO PREVAILING WIND OR AS DIRECTED BY LANDSCAPE ARCHITECT 2. (2) V.I.T. TWIST BRACE, SIZE PER SIZE PER BOX SIZE 3, ROOTBALL CROWN 2" ABOVE FINISH GRADE 4. EARTH WATERING BASIN, NO LARGER THAN ROOTBALL, RAKE OUT AS DIRECTED 5. FINISH GRADE 6. UNDISTURBED SOIL, SCARIFY SIDES AND BOTTOM OF PIT 7. BACKFILL MDC PER PLANTING SPECIFICATIONS 8. PLANTING TABLETS PER PLANTING SPECIFICATIONS NOTES: A. PLANT PIT SHOWN IS FOR 15 GALLON SIZE - FOR LARGER MATERIAL, PLANT PIT SHALL BE 18" LARGER THAN BOX SIZE ON ALL SIDES AND NO DEEPER THAN BOX DEPTH B. V.I.T. BRACES ARE TO BE ATTACHED TO LODGEPOLE WITH GALVANIZED DECK SCREWS, NO NAILS ALLOWED. FOR 36" BOX TREE USE (2) 36' V.I.T. WITH THRU BOLTS C. FOOT TAMP BACKFILL LIGHTLY IN 6"-10' LIFTS D. MAINTAIN A MIN, V-9 RADIUS CLEAR EARTH AREA AROUND TRUNK IN TURF PARK r-,LLpC ac 1, CROWN OF SHRUB TO BE PLANTED 1' ABOVE FINISH GRADE 2. EARTH WATERING BASIN, NO LARGER THAN ROOTBALL. RAKE OUT AS DIRECTED 3, FINISH GRADE 4. ROOTBALL 5. PLANT TABLETS, REFER TO SPECIFICATIONS 6. PREPARED BACKFILL MDC PER SPECIFICATIONS 7. UNDISTURBED SOIL, SCARIFY SIDES AND I OF PIT Shrub Planting Scale: NTS 1. FINISH GRADE 2. APPROVED ROOT CONTROL BARRIER 3. TREE ROOTBALL 4. CONCRETE FLATWORK 5, CONCRETE CURB AND GUTTER 6. DRIP LINE OF TREE (DEFINED BY THE MINIMUM SPACING DISTANCE IN THE TREE PLANTING GUIDELINES). 7. MOISTURE BARRIER NOTES: A. POSITION ROOT BARRIER AS CLOSE TO CURB/SIDEWALK AS POSSIBLE - RAISED ROOT PROTECTORS SHALL BE FACING TOWARDS THE TREE B. TOP OF BARRIER SHALL LEVEL WITH FINISH GRADE C, LENGTH OF ROOT BARRIER SHALL BE EQUAL TO THE DRIPLINE OFTHE PARTICULAR TREE TO BE PLANTED AS DEFINED BY THE MINIMUM SPACING DISTANCE IN THE TREE PLANTING GUIDELINES D. APPLY MASTIC SEALER TO JOINT BETWEEN CONCRETE SURFACE AND ROOT BARRIER E. USE ROOT BARRIERS EVERYWHERE TREES ARE PLANTED WITHIN 5' OF ANY STRUCTURE, CONCRETE FLATWORK, CURB AND GUTTER, UTILITIES, ETC. REVISIONS No. DA TE 4 / / DESCRIP TION EPTDESIGN landscape archhocturo 1 urban design I planning 844 East Green Street, Ste. 201 Pasaderw, CA 91101 T 1626.795.2008 F 1626.795.2547 www.VIdesign.com 1. EDGE OF CURB/ EDGE OF PAVING/ FACE OF WALL 2. PLANT MATERIAL NOTE: THIS DETAIL IS FOR PLANT MATERIAL SHOWN WITH A HATCH PATTERN ONLY. INDIVIDUAL PLANT SYMBOLS SHALL BE INSTALLED PER SPACING - SEE PLAN, PI ANT I FrTND Plant Spacing Scale: NTS spo�IS fpi'i@et5 QSSETTI l ) am 1,e v 133 =---- -- - - �_ , „- Op -422_4 Section 4216/4217 of the government code requires a dig alert Ident1katlon number be Issued before a'permft to evavate" vAl be vald. Gal (2) worWng days before you dig. File Name: Drawn: THE PARK AT RIVER WALK - PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: LANDSCAPE PLANTING DETAILS Date: Checked By: MML MAINTENANCE BUILDING L3,02 1007., CONSTRUCTION DOCUMENTS- 07-22-08 0 1 2 3 a, C Tree Planting and Staking Scale: 1/2"=11-W SECTION A - A' 1. (2) 2' DIAMETER X V LONG, FOR 5 GALLON; 10' LONG FOR 15 GALLON AND 24" BOX; 3' DIAMETER X 1Y LONG FOR 36" BOX. PLACE STAKES AT RIGHT ANGLE TO PREVAILING WIND OR AS DIRECTED BY LANDSCAPE ARCHITECT 2. (2) V.I.T. TWIST BRACE, SIZE PER SIZE PER BOX SIZE 3, ROOTBALL CROWN 2" ABOVE FINISH GRADE 4. EARTH WATERING BASIN, NO LARGER THAN ROOTBALL, RAKE OUT AS DIRECTED 5. FINISH GRADE 6. UNDISTURBED SOIL, SCARIFY SIDES AND BOTTOM OF PIT 7. BACKFILL MDC PER PLANTING SPECIFICATIONS 8. PLANTING TABLETS PER PLANTING SPECIFICATIONS NOTES: A. PLANT PIT SHOWN IS FOR 15 GALLON SIZE - FOR LARGER MATERIAL, PLANT PIT SHALL BE 18" LARGER THAN BOX SIZE ON ALL SIDES AND NO DEEPER THAN BOX DEPTH B. V.I.T. BRACES ARE TO BE ATTACHED TO LODGEPOLE WITH GALVANIZED DECK SCREWS, NO NAILS ALLOWED. FOR 36" BOX TREE USE (2) 36' V.I.T. WITH THRU BOLTS C. FOOT TAMP BACKFILL LIGHTLY IN 6"-10' LIFTS D. MAINTAIN A MIN, V-9 RADIUS CLEAR EARTH AREA AROUND TRUNK IN TURF PARK r-,LLpC ac 1, CROWN OF SHRUB TO BE PLANTED 1' ABOVE FINISH GRADE 2. EARTH WATERING BASIN, NO LARGER THAN ROOTBALL. RAKE OUT AS DIRECTED 3, FINISH GRADE 4. ROOTBALL 5. PLANT TABLETS, REFER TO SPECIFICATIONS 6. PREPARED BACKFILL MDC PER SPECIFICATIONS 7. UNDISTURBED SOIL, SCARIFY SIDES AND I OF PIT Shrub Planting Scale: NTS 1. FINISH GRADE 2. APPROVED ROOT CONTROL BARRIER 3. TREE ROOTBALL 4. CONCRETE FLATWORK 5, CONCRETE CURB AND GUTTER 6. DRIP LINE OF TREE (DEFINED BY THE MINIMUM SPACING DISTANCE IN THE TREE PLANTING GUIDELINES). 7. MOISTURE BARRIER NOTES: A. POSITION ROOT BARRIER AS CLOSE TO CURB/SIDEWALK AS POSSIBLE - RAISED ROOT PROTECTORS SHALL BE FACING TOWARDS THE TREE B. TOP OF BARRIER SHALL LEVEL WITH FINISH GRADE C, LENGTH OF ROOT BARRIER SHALL BE EQUAL TO THE DRIPLINE OFTHE PARTICULAR TREE TO BE PLANTED AS DEFINED BY THE MINIMUM SPACING DISTANCE IN THE TREE PLANTING GUIDELINES D. APPLY MASTIC SEALER TO JOINT BETWEEN CONCRETE SURFACE AND ROOT BARRIER E. USE ROOT BARRIERS EVERYWHERE TREES ARE PLANTED WITHIN 5' OF ANY STRUCTURE, CONCRETE FLATWORK, CURB AND GUTTER, UTILITIES, ETC. REVISIONS No. DA TE 4 / / DESCRIP TION EPTDESIGN landscape archhocturo 1 urban design I planning 844 East Green Street, Ste. 201 Pasaderw, CA 91101 T 1626.795.2008 F 1626.795.2547 www.VIdesign.com 1. EDGE OF CURB/ EDGE OF PAVING/ FACE OF WALL 2. PLANT MATERIAL NOTE: THIS DETAIL IS FOR PLANT MATERIAL SHOWN WITH A HATCH PATTERN ONLY. INDIVIDUAL PLANT SYMBOLS SHALL BE INSTALLED PER SPACING - SEE PLAN, PI ANT I FrTND Plant Spacing Scale: NTS spo�IS fpi'i@et5 QSSETTI l ) am 1,e v 133 =---- -- - - �_ , „- Op -422_4 Section 4216/4217 of the government code requires a dig alert Ident1katlon number be Issued before a'permft to evavate" vAl be vald. Gal (2) worWng days before you dig. File Name: Drawn: THE PARK AT RIVER WALK - PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: LANDSCAPE PLANTING DETAILS Date: Checked By: MML MAINTENANCE BUILDING L3,02 1007., CONSTRUCTION DOCUMENTS- 07-22-08 0 1 2 3 CITY OF BAKER GENERAL ELECTRICAL REQUIREMENTS 1. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STA TE AND LOCAL CODE ORDINANCES AND REGULATIONS CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND INSPECTIONS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. ALL WORK SHALL BE DONE INA NEAT, WORKMANLIKE, FINISHED AND SAFE MANNER, ACCORDING TO THE LATEST PUBLISHED N.E.C.A. STANDARDS OF INSTALLATION, UNDER COMPETENT SUPERVISION. INSTALL GROUNDING AS REQUIRED BY THE CODE(S). 2. VISIT THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY AFFECT THE EXECUTION OF THIS WORK. INCLUDE ALL RELATED COSTS IN THE INITIAL BID PROPOSAL. J. ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY, MANUFACTURED IN ACCORDANCE WITH NEMA, ANSI, U.L. OR OTHER APPLICABLE STANDARDS. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, USEFULNESS AND BID PRICE. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED IN WRITING AND REVIEWED BY THE ENGINEER BEFORE ORDERING 4. PROTECT ALL ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED UNDER THIS DIVISION AGAINST DAMAGE BY OTHER TRADES, WEATHER CONDITIONS OR ANY OTHER CAUSES. EQUIPMENT FOUND DAMAGED OR IN OTHER THAN NEW CONDITION WILL BE REJECTED AS DEFECTIVE. 5. LEAVE THE SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND ALL MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THE WORK DURING CONSTRUCTION. ALL COMPONENTS SHALL BE FREE OF DUST, GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE FINAL ACCEPTANCE OF WORK. 6. CIRCUIT CONDUCTORS 16 AWG OR SMALLER TO BE "THWN" COPPER. 14 THRU 12 AWG TO BE "XHHW" STRANDED COPPER. // AWG OR LARGER SHALL BE "XHHW-2" STRANDED COPPER. MINIMUM CONDUCTOR SIZE TO BE 112 AWG WITH 112 GND. Z UNDERGROUND CONDUITS TO BE SCHEDULE 40 PVC. MINIMUM DEPTH 24'; MINIMUM SIZE l'; UNLESS OTHERWISE SHOWN ON THE PLANS. B. EXPOSED CONDUITS TO BE GALVANIZED RIGID STEEL, MINIMUM SIZE 4'; UNLESS OTHERWISE NOTED ON THE PLANS. 9. ALL SAFETY SWITCHES AND OTHER DISTRIBUTION AND CONTROL ELECTRICAL EQUIPMENT SHALL BE U. L. LISTED AND RATED FOR HEAVY DUTY SERVICE. l0. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE. ll. ALL ELECTRICAL EQUIPMENT, CONDUIT, WIRING, BOXES, ETC. SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO ORDERING. 7HE SUBMITTALS SHALL BE NEATLY GROUPED AND ORGANIZED. PERTINENT INFORMATION SHALL BE HIGHLIGHTED, AND THE SPECIFIC PRODUCT SHALL BE IDENTIFIED. ALL SUBMITTALS SHALL BE COMPLETE, AND PRESENTED IN ONE PACKAGE. 7HE SUBMITTAL SHALL INCLUDE COMPLETE LIST OF THE EQUIPMENT AND MATERIALS, INCLUDING THE MANUFACTURER'S NAME, PRODUCT SPECIFICATION, DESCRIP77VE DATA, TECHNICAL LITERATURE, PERFORMANCE CHARTS, CATALOG CUTS, INSTALLATION INSTRUCTIONS, AND SPARE PART RECOMMENDATIONS FOR EACH DIFFERENT ITEM OF THE EQUIPMENT SPECIFIED. 12. IT IS THE OBLIGATION OF THE CONTRACTOR TO ORGANIZE HIS WORK, SO THAT A COMPLETE ELECTRICAL, INS7ROMENTA770N, AND CONTROL SYSTEM FOR 7HE FACILITY WILL BE PROVIDED, AND WILL BE SUPPORTED BY ACCURATE SHOP AND RECORD DRAWINGS, AND 0 & M MANUALS I3. PRIOR TO PERFORMING UNDERGROUND EXCAVATION, 7HE CONI RACTOR SHALL CONTACT BLUE STAKE TO OBTAIN FIELD UNDERGROUND UTILITIES LOCATION MARKING. THE CONTRACTOR SHALL UNCOVER AHEAD OF CONSTRUCTION, ALL LINES BEING TIED INTO AND ALL INTERSECTING ELECTRICAL LINES AND UTILITIES AS SHOWN ON THE PLANS OR MARKED BY BLUE STAKE TO VERIFY THEIR LOCATION AND DEPT V. UTILITY SERVICES AND ALL EXISTING ELECTRICAL LINES SHALL BE LOCATED AND PROTECTED BY THE CONTRACTOR. COORDINATE WITH ENGINEER AND/OR APPROPRIATE UTILITY COMPANY. ALL PRECAUTIONS SHALL BE USED WHILE WORKING NEAR ALL UTILITIES, TO AVOID INJURY OR DEATH TO PERSONNEL, PROPERTY DAMAGE AND/OR INTERRUPTION OF SERVICE. 14. THE CONTRACTOR SHALL ALLOW TWO WEEKS FOR REVIEW OF THE SUBMITTALS BY 7HE ENGINEER. THIS PERIOD SHALL BE CALCULATED FROM THE TIME THE ENGINEER HAS RECEIVED THE SUBMITTALS TO THE TIME 7HE SUBMITTALS LEAVE THE ENGINEER'S OFFICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DELAYS RESUL77NG FROM "FURNISH AS N07ED", "REVISEAND RESUBMIT", "NOTE REVIEWED" AND/OR "REJECTED" SUBMITTALS. INCOMPLETE SUBMITTALS WILL BE RETURNED FOR RESUBMITTAL WITH NO CHANGE BEING ALLOWED TO THE CONSTRUCTION SCHEDULE. SUBMITTALS SHALL INCLUDE COMPREHENSIVE INFORMATION AND TECHNICAL DATA, CLEARLY IDENTIFYING AND SUBSTANTIATING THE CHARAC7ERISTICS REQUIRED BY THE CONSTRUCTION DOCUMEN7S 15. ALL REQUESTS FOR INFORMATION (RFIs) SHALL BE PRESENTED TO THE ENGINEER ALLOWING TWO WEEKS FOR RESPONSE. 7HIS PROCESS SHALL BE CONSIDERED IN THE SCHEDULING PROCESS AND SHALL NOT CAUSE A DELAY IN THE COMPLETION OF THE PROJECT. IELD, CALIFORNIA oho OR E)j 30A /'\ 0 0 3P rot_ j— PUBLIC WORKS DEPARTMENT DISCONNECT SWITCH CIRCUIT BREAKER — UPPER NUMBER INDICATF_S AMP TRIP RATING — LOWER NUMBER INDICATES POLES BOND TO METALLIC COLD WATER PIPE EQUIPMENT GROUND GRS CONDUIT REVISIONS No. DA TE 271 / / 371 / / DESCRIPTION ELECTRICAL STANDARD LEGEND (NOT ALL SYMBOLS ARE USED) DENOTES EXISTING — — — — DENOTES FUTURE — — — DIRECT BURIED CONDUIT CONDUIT RUN EXPOSED ------ — — BARE COPPER GROUND RING CONDUCTOR CONCRETE ENCASED CONDUIT CONDUIT HOME RUN CONDUIT HOME RUN — HASH MARKS INDICATE NUMBER OF 112 CONDUCTORS, LONG STROKES INDICATE NEUTRAL CONDUCTOR, SHORT STROKES INDICATE PHASE OR SWITCHED CONDUCTORS, STROKE WITH DOT INDICATE GROUND CONDUCTOR (TYPICAL) 6" (MIN 20MIL, PVC CORROSION PROTECTION TAPE, HALF LAPPED WRAPPING FINISHED GRADE CONDUIT AND WIRE KEY GRS COUPLING N—SSS, SSS GND, SSSC CONDUIT SIZE IN INCHES 24" -T --I::I_E,. GROUND WIRE SIZE GRS NINETY CONDUCTOR SIZE PVC FEMALE ADAPTOR NUMBER OF CONDUCTORS PVC CONDUIT EXAMPLE /: 3-2/0, 16 GND, 211C THREE 2/0 CONDUCTORS, ONE No.6 AWG GROUND WIRE IN A 2" CONDUIT EXAMPLE 2: 4C-1/0, I % "C FOUR CONDUCTOR CABLE WITH //0 CONDUCTORS NOTE.- WHERE CONDUITS ARE RUN 1N SLAB, THE ' INA l%" CONDUIT 24" DIMENSION DOES NOT APPLY. 5i GRS STUB UP DETAIL TYP NTS Q�iO�G ALCpR�y< 0� �Z �2 w N0: 16786 rZn • SEPT. 30, 2008 M(L; engineers DESIGNED: JA 16719 East Palisades Blvd., Suite 202 s� - TRIG 0 �\P Fountain Hills, AZ 85268 DRAWN: KEL TF C p� " Phone: (480) 816-5541 LLnn �QQ • Fax: (480) 816-5540 CHECKED: CA 1�17�U CR JOB NO: 07062 DATE: 03/08 Fide Name: Drawn: THE PARK AT RIVERWALK ELECTRICAL LEGEND, Job 31sT Engineer. MAINTENANCE FACILITY NOTES, DETAILS AND FIXTURES Date:: Checked By. MML 11200 STOCKDALE HWY USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. 0 1 Section 4216/4217 of the government code requires a dig alert identification number be issued before a 'permit to excavate' will be valid. Call (2) working dale before you dig. E1 1 OF 3 2 3 ELECTRICAL ABBREVIATIONS A AMP AC ALTERNATING CURRENT AFG ABOVE FINISHED GRADE AIC AMP INTERRUPTING CAPACIT, AMP AMPERE BKR BREAKER C CONDUIT CKT CIRCUIT CB CIRCUIT BREAKER CON CONDUCTOR CU COPPER ENCL ENCLOSURE EXIST EXISTING GND GROUND GRS GALVANIZED RIGID STEEL CO I CURRENT JB JUNCTION BOX M MOTOR OR METER MAL MALFUNCTION MAX MAXIMUM MC MANUFACTURER'S CABLE MCC MOTOR CONTROL CENTER MFR MANUFACTURER MIN MINIMUM NTS NOT TO SCALE PB PULLBOX PNL PANEL PR PAIR REQ'D REQUIRED REQ'T(S) REQUIREMENTS SCA SHORT CIRCUIT AVAILABLE SES SERVICE ENTRANCE SECTION SLD SINGLE LINE DIAGRAM SPC SPARE CONDUIT SW SWITCH UTIL UTILITY V VOLT VA VOLT—AMP W WIRE/WATT WP WEATHERPROOF XFMR TRANSFORMER CITY OF BAKER GENERAL ELECTRICAL REQUIREMENTS 1. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STA TE AND LOCAL CODE ORDINANCES AND REGULATIONS CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND INSPECTIONS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. ALL WORK SHALL BE DONE INA NEAT, WORKMANLIKE, FINISHED AND SAFE MANNER, ACCORDING TO THE LATEST PUBLISHED N.E.C.A. STANDARDS OF INSTALLATION, UNDER COMPETENT SUPERVISION. INSTALL GROUNDING AS REQUIRED BY THE CODE(S). 2. VISIT THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY AFFECT THE EXECUTION OF THIS WORK. INCLUDE ALL RELATED COSTS IN THE INITIAL BID PROPOSAL. J. ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY, MANUFACTURED IN ACCORDANCE WITH NEMA, ANSI, U.L. OR OTHER APPLICABLE STANDARDS. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, USEFULNESS AND BID PRICE. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED IN WRITING AND REVIEWED BY THE ENGINEER BEFORE ORDERING 4. PROTECT ALL ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED UNDER THIS DIVISION AGAINST DAMAGE BY OTHER TRADES, WEATHER CONDITIONS OR ANY OTHER CAUSES. EQUIPMENT FOUND DAMAGED OR IN OTHER THAN NEW CONDITION WILL BE REJECTED AS DEFECTIVE. 5. LEAVE THE SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND ALL MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THE WORK DURING CONSTRUCTION. ALL COMPONENTS SHALL BE FREE OF DUST, GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE FINAL ACCEPTANCE OF WORK. 6. CIRCUIT CONDUCTORS 16 AWG OR SMALLER TO BE "THWN" COPPER. 14 THRU 12 AWG TO BE "XHHW" STRANDED COPPER. // AWG OR LARGER SHALL BE "XHHW-2" STRANDED COPPER. MINIMUM CONDUCTOR SIZE TO BE 112 AWG WITH 112 GND. Z UNDERGROUND CONDUITS TO BE SCHEDULE 40 PVC. MINIMUM DEPTH 24'; MINIMUM SIZE l'; UNLESS OTHERWISE SHOWN ON THE PLANS. B. EXPOSED CONDUITS TO BE GALVANIZED RIGID STEEL, MINIMUM SIZE 4'; UNLESS OTHERWISE NOTED ON THE PLANS. 9. ALL SAFETY SWITCHES AND OTHER DISTRIBUTION AND CONTROL ELECTRICAL EQUIPMENT SHALL BE U. L. LISTED AND RATED FOR HEAVY DUTY SERVICE. l0. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE. ll. ALL ELECTRICAL EQUIPMENT, CONDUIT, WIRING, BOXES, ETC. SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO ORDERING. 7HE SUBMITTALS SHALL BE NEATLY GROUPED AND ORGANIZED. PERTINENT INFORMATION SHALL BE HIGHLIGHTED, AND THE SPECIFIC PRODUCT SHALL BE IDENTIFIED. ALL SUBMITTALS SHALL BE COMPLETE, AND PRESENTED IN ONE PACKAGE. 7HE SUBMITTAL SHALL INCLUDE COMPLETE LIST OF THE EQUIPMENT AND MATERIALS, INCLUDING THE MANUFACTURER'S NAME, PRODUCT SPECIFICATION, DESCRIP77VE DATA, TECHNICAL LITERATURE, PERFORMANCE CHARTS, CATALOG CUTS, INSTALLATION INSTRUCTIONS, AND SPARE PART RECOMMENDATIONS FOR EACH DIFFERENT ITEM OF THE EQUIPMENT SPECIFIED. 12. IT IS THE OBLIGATION OF THE CONTRACTOR TO ORGANIZE HIS WORK, SO THAT A COMPLETE ELECTRICAL, INS7ROMENTA770N, AND CONTROL SYSTEM FOR 7HE FACILITY WILL BE PROVIDED, AND WILL BE SUPPORTED BY ACCURATE SHOP AND RECORD DRAWINGS, AND 0 & M MANUALS I3. PRIOR TO PERFORMING UNDERGROUND EXCAVATION, 7HE CONI RACTOR SHALL CONTACT BLUE STAKE TO OBTAIN FIELD UNDERGROUND UTILITIES LOCATION MARKING. THE CONTRACTOR SHALL UNCOVER AHEAD OF CONSTRUCTION, ALL LINES BEING TIED INTO AND ALL INTERSECTING ELECTRICAL LINES AND UTILITIES AS SHOWN ON THE PLANS OR MARKED BY BLUE STAKE TO VERIFY THEIR LOCATION AND DEPT V. UTILITY SERVICES AND ALL EXISTING ELECTRICAL LINES SHALL BE LOCATED AND PROTECTED BY THE CONTRACTOR. COORDINATE WITH ENGINEER AND/OR APPROPRIATE UTILITY COMPANY. ALL PRECAUTIONS SHALL BE USED WHILE WORKING NEAR ALL UTILITIES, TO AVOID INJURY OR DEATH TO PERSONNEL, PROPERTY DAMAGE AND/OR INTERRUPTION OF SERVICE. 14. THE CONTRACTOR SHALL ALLOW TWO WEEKS FOR REVIEW OF THE SUBMITTALS BY 7HE ENGINEER. THIS PERIOD SHALL BE CALCULATED FROM THE TIME THE ENGINEER HAS RECEIVED THE SUBMITTALS TO THE TIME 7HE SUBMITTALS LEAVE THE ENGINEER'S OFFICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DELAYS RESUL77NG FROM "FURNISH AS N07ED", "REVISEAND RESUBMIT", "NOTE REVIEWED" AND/OR "REJECTED" SUBMITTALS. INCOMPLETE SUBMITTALS WILL BE RETURNED FOR RESUBMITTAL WITH NO CHANGE BEING ALLOWED TO THE CONSTRUCTION SCHEDULE. SUBMITTALS SHALL INCLUDE COMPREHENSIVE INFORMATION AND TECHNICAL DATA, CLEARLY IDENTIFYING AND SUBSTANTIATING THE CHARAC7ERISTICS REQUIRED BY THE CONSTRUCTION DOCUMEN7S 15. ALL REQUESTS FOR INFORMATION (RFIs) SHALL BE PRESENTED TO THE ENGINEER ALLOWING TWO WEEKS FOR RESPONSE. 7HIS PROCESS SHALL BE CONSIDERED IN THE SCHEDULING PROCESS AND SHALL NOT CAUSE A DELAY IN THE COMPLETION OF THE PROJECT. IELD, CALIFORNIA oho OR E)j 30A /'\ 0 0 3P rot_ j— PUBLIC WORKS DEPARTMENT DISCONNECT SWITCH CIRCUIT BREAKER — UPPER NUMBER INDICATF_S AMP TRIP RATING — LOWER NUMBER INDICATES POLES BOND TO METALLIC COLD WATER PIPE EQUIPMENT GROUND GRS CONDUIT REVISIONS No. DA TE 271 / / 371 / / DESCRIPTION ELECTRICAL STANDARD LEGEND (NOT ALL SYMBOLS ARE USED) DENOTES EXISTING — — — — DENOTES FUTURE — — — DIRECT BURIED CONDUIT CONDUIT RUN EXPOSED ------ — — BARE COPPER GROUND RING CONDUCTOR CONCRETE ENCASED CONDUIT CONDUIT HOME RUN CONDUIT HOME RUN — HASH MARKS INDICATE NUMBER OF 112 CONDUCTORS, LONG STROKES INDICATE NEUTRAL CONDUCTOR, SHORT STROKES INDICATE PHASE OR SWITCHED CONDUCTORS, STROKE WITH DOT INDICATE GROUND CONDUCTOR (TYPICAL) 6" (MIN 20MIL, PVC CORROSION PROTECTION TAPE, HALF LAPPED WRAPPING FINISHED GRADE CONDUIT AND WIRE KEY GRS COUPLING N—SSS, SSS GND, SSSC CONDUIT SIZE IN INCHES 24" -T --I::I_E,. GROUND WIRE SIZE GRS NINETY CONDUCTOR SIZE PVC FEMALE ADAPTOR NUMBER OF CONDUCTORS PVC CONDUIT EXAMPLE /: 3-2/0, 16 GND, 211C THREE 2/0 CONDUCTORS, ONE No.6 AWG GROUND WIRE IN A 2" CONDUIT EXAMPLE 2: 4C-1/0, I % "C FOUR CONDUCTOR CABLE WITH //0 CONDUCTORS NOTE.- WHERE CONDUITS ARE RUN 1N SLAB, THE ' INA l%" CONDUIT 24" DIMENSION DOES NOT APPLY. 5i GRS STUB UP DETAIL TYP NTS Q�iO�G ALCpR�y< 0� �Z �2 w N0: 16786 rZn • SEPT. 30, 2008 M(L; engineers DESIGNED: JA 16719 East Palisades Blvd., Suite 202 s� - TRIG 0 �\P Fountain Hills, AZ 85268 DRAWN: KEL TF C p� " Phone: (480) 816-5541 LLnn �QQ • Fax: (480) 816-5540 CHECKED: CA 1�17�U CR JOB NO: 07062 DATE: 03/08 Fide Name: Drawn: THE PARK AT RIVERWALK ELECTRICAL LEGEND, Job 31sT Engineer. MAINTENANCE FACILITY NOTES, DETAILS AND FIXTURES Date:: Checked By. MML 11200 STOCKDALE HWY USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. 0 1 Section 4216/4217 of the government code requires a dig alert identification number be issued before a 'permit to excavate' will be valid. Call (2) working dale before you dig. E1 1 OF 3 2 3 UTENANCE BUILDING PANEL SHEET 2.03 ON M—E PLANS EXISTING 3"C -- FROM AMPITHEATER" TO PANEL TH TH-8, l0, l2: 3—#2, #2 NEU j8 GND CITY OF BAKERSFIELD, CALIFORNIA REVISIONS No. DA TE 4 / / DESCRIPTION Q,?,OFESS/ON G PpLCO,�+v�Z c O NO: 16786 m LU SEPT. 30, 2008 CR engineers DESIGNED: JA ST���FCTRIG PO���Q 16719 East Palisades Blvd., Suite 202 CFountain Hills, AZ 85268 DRAWN: KEL A . Phone: (480) 816-5541 `_ —O� Fax: (480) 816-5540 CHECKED: CA CR JOB NO: 007062 DATE: 03/08 File Name: Drawn: THE PARK AT RIVERWALK MAINTENANCE YARD PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: MAINTENANCE FACILITY ELECTRICAL SITE PLAN Date: Checked By. MML 11200 ST010MALE HWY USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. 0 Section 4216/4217 of the government code requires a dig alert Identification number be issued before a "permit to excavate" will be valid. Call (2) working days before you dig. E2 2 OF 4 1 2 CIN OF BAKE EXISTING 800, 277/4801; JO, 4W SERVICE FROM PGE y ... _ _ ,,.___.__------- EXISTING SERVICE ENTRANCE SECTION FOR AMPHITHEATER UTILITY ® METER _I�------------.--- 800A 3P I EXISTING PANEL TH LOCATED IN AMPHITHEATER 600A, 277/4801; JA4W 600A 600A 3P 3P I I I 1\TO MAINTENANCE BUILDING -- ,._.,,,-- ,_,_,,. .,._.,..� ,. ., ,,,W..,,,.�.., .-..,,,.._,,,,,._,, .I I 8,10,12 --' 3P I PANEL BY OTHERS IL M I I I EXISTING LOADS I I I 3-12, I—#2 NEUTRAL, 18 GND •----------~------- TO IN EXISTING 3"C I EXISTING LOADS I L_ .._.--. .,._— --- ----J CIRCUIT/DESCRIPTION KVA HP FLA EXISTING LOAD PANEL TH 443.2 PANEL EH 26.5 PANEL WH 14.8 PANEL WL thru 15KVA XFMR) 4.7 100A IRRIGATION PUMP 75.0 NEW LOAD 100.0 MAINTENANCE BUILDING 100A PANEL MAX LOAD SUBTOTAL + 25% OF LARGEST MOTOR TOTAL AMPS 480V/3PHASE EXISTING SERVICE SIZE (AMPS)800.0 664.2 18.8 683.0 e SES LOAD CALCULATION ti REVISIONS No. DA TE 1 / / 2 / / 3 / / 4 DESCRIPTION G ALCco pR�q� G� N0: 16786 m Ul SEPT. 30, 2008(CR engineers DESIGNED: JA TR10 p� 0 16719 East Palisades Blvd., Suite 202 TF C Fountain Hills, AZ 85268 DRAWN: KEL ^ • Phone: (480) 816-5541 Fax: (480) 816-5540 CHECKED: CA CR JOB NO: 07062 DATE: 03/08 File Name: Drawn: THE PARK AT RIVERWALK MAINTENANCE BUILDING FIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT No.: 3167 Engineer: MAINTENANCE FACILITY S I N G L E LINE DIAGRAM Date: Checked By. MML 11200 STOCKDALE HWY USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. Section 4216/4217 of the government code requires a dig alert identification number be towed before a 'permit to excavate will be valid. Call (2) working days before you dig. E3 3 OF 3 0 1 2 3 SYMBOLS ELEVATION BUILDING AND WALL SECTION KEY COLUMN GRID LINES �- DETAIL NUMBER X CiiX DRAWING NUMBER ') [da1•T[�`Li1�LT�:+ DRAWING NUMBER DETAIL NUMBER DETAIL KEY 7 A2.1 DRAWING NUMBER INTERIOR DETAIL NUMBER ELEVATION 3 KEY .1 DRAWING NUMBER 120 ROOM NUMBER WORKING POINT AND/OR ELEVATION q9 FE RETURN AIR MARK N N DOOR NUMBER REGIST ER SPRINKLER HEAD CONCRETE AND CONCRFE MgSONRY UNITS C.M.U. DWG NO. 1. THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND BECOME 2001 CALIFORNIA BUILDING CODE CONTINUOUS L WOOD BLOCKING 0 WOOD BLOCKING OR SHIM q9 FE RETURN AIR OR EXHAUST REGISTER SUPPLY AIR REGIST ER SPRINKLER HEAD RECESSED 2'X4' FLUORESENT RECESSED 1' X 4' FLUORESCENT SUSPENDED FLUORESCENT SUSPENDED 1' X 4' FLUORESCENT SCONCE DOWN LIGHT RECESSED FIRE EXTINGUISHER 2A1 OBC MINIMUM MATERIAL SYMBOLS EARTH AB SAND OR GRAVEL FILL o o W Cnn N W 0 GENERAL NOTES APPLICABLE CODE ::. CONCRETE AND CONCRFE MgSONRY UNITS C.M.U. DWG NO. 1. THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND BECOME 2001 CALIFORNIA BUILDING CODE CONTINUOUS L WOOD BLOCKING HR WOOD BLOCKING OR SHIM KNOWLEDGEABLE OF CONDITIONS IN THE VICINITY OF THE PROJECT. HE SHALL 2001 CALIFORNIA MECHANICAL CODE STRUCTURAL cont. PLYWOOD OR AT WOOD VENEER HEIGHT FIRESTOP INSULATION CL PREMOLDED EXPANSION ID MATERIAL PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY CONDITION INCONSISTENT SEALANT WITH BACKER ROD DIAMETER OR ROUND PLASTER ON INSULATION M ETAL LATH 0 GYPSUM BOARD AB REVIATIONS o o W Cnn N W 0 GENERAL NOTES APPLICABLE CODE & AND DWG NO. 1. THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND BECOME 2001 CALIFORNIA BUILDING CODE L ANGLE HR HOUR KNOWLEDGEABLE OF CONDITIONS IN THE VICINITY OF THE PROJECT. HE SHALL 2001 CALIFORNIA MECHANICAL CODE STRUCTURAL cont. ® AT HGT. HEIGHT INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE S CL CENTERLINE ID INSIDE DIAMETER PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY CONDITION INCONSISTENT _ 2005 CALIFORNIA ENERGY CODE DIAMETER OR ROUND INSUL INSULATION WITH THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT AREA OF 0 # POUND OR NUMBER INT INTERIOR WORK. 2001 CALIFORNIA PLUMBING CODE ACCE . ACCESSORY2. JAN JANITOR THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY 2005 CALIFORNIA FIRE CODE 3.4 ACCE S. ACCESSIBILITY 0 JOINT AND ALL UTILITIES IDENTIFIED ON THE PROJECT SITE NOT IDENTIFIED FOR ACOU ACOUSTICAL ,I, KIT KITCHEN REMOVAL OR RELOCATION DURING THE COURSE OF CONSTRUCTION TO BE IN ) 1998 AMERICANS WITH DISABILITIES ACT A.D. AREA DRAIN - CONFLICT WITH WORK INDICATED IN THE CONTRACT DOCUMENTS. THE ADJ ADJUSTABLE LKR LOCKER CONTRACTOR SHALL REMOVE OR RELOCATE SUCH UTILITIES ONLY AFTER 2001 CALIFORNIA ADMINISTRATIVE CODE LT LIGHT RECEIVING DIRECTION TO PROCEED FROM THE OWNER'S REPRESENTATIVE AGGR AGGREGATE LAB LABORATORY AL ALUMINUM LAM LAMINATE OWNER APPR X. APPROXIMATE M 3. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. REPORT ANY SYMBOL LIST, NOTES, ABBREVIATIONS ARCH ARCHITECTURAL LAV LAVATORY AND ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND DOCUMENTS TO City of Bakersfield 02 ASB. ASBESTOS MAX MAXIMUM THE OWNER'S REPRESENTATIVE. ASPH ASPHALT M.0 MEDICINE CABINET 4. ALL DIMENSIONS ARE TO BE CONSIDERED NOMINAL UNLESS NOTED RECREATION & PARKS B BOARD MECH MECHANICAL OTHERWISE. DIMENSIONS SHALL BE TO FACE OF STUD, CENTERLINE OF 900 TRUXTON AVE., SUITE 100 0 BITU BITUMINOUS MEMB. MEMBRANE COLUMN OR AS OTHERWISE SPECIFICALLY INDICATED. BAKERSFIELD, CA 93301 MAINTENANCE BUILDING MECHANICAL PLAN 0 MTL METAL M BLDG BLK. BUILDING BLOCKING MFR. MANUFACTURER 5. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO Tel: (661)326-3866 BM. BEAM MH MANHOLE PROCEEDING WITH THE WORK. ANY AND ALL DISCREPANCIES BETWEEN ACTUAL Fox (661)852-2140 BOT BOTTOM MIN MINIMUM CONDITIONS AND DOCUMENTS SHALL BE REPORTED TO THE OWNER'S MIR MIRROR REPRESENTATIVE PRIOR TO COMMENCING WITH THE WORK. ARCHITECT CAB. CABINET MISC. MISCELLANEOUS C.B. CATCH BASIN M.O. MASONRY OPENING 6. ALL CONSTRUCTION MEANS AND METHODS ARE THE RESPONSIBILITY OF • Rossetti CEM. CEMENT MTU MOUNTED THE CONTRACTOR. CONTRACTOR ACTIVITY IS LIMITED TO THOSE TIMES AND 0 CER. CERAMIC MUL - MULLION AREAS INDICATED AS BEING ACCEPTABLE TO THE OWNER'S REPRESENTATIVE. 999 N. Sepulveda Blvd., Suite 100 TITLE 24 FORMS C.I. CAST IRON N NORTH EI Segundo, CA 90245 g E C.J. C.J. CONTROL JOINT CONSTRUCTION JOINT (N) NEW 7. DETAILS NOT INDICATED ARE SIMILAR IN CHARACTER TO THOSE SHOWN. Tel: 310 416-9660 CEILI G CEILING NIC NOT IN CONTRACT WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CAN NOT BE 0 NO NUMBER DETERMINED, NOTIFY THE ONWER'S REPRESENTATIVE FOR CLARIFICATION. Fax (310) 416-9650 BUILDING CLKG CAULKING NOM NOMINAL E 204 CLO. CLR. CLOSET CLEAR NTS NOT TO SCALE 8. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT AND SIZE OF ANY ASSOCIATE ARCHITECT C.O. CASED OPENING OA OVERALL AND ALL STRUCTURAL OPENINGS REQUIRED TO ACCOMMODATE THE WORK OF VARIOUS TRADES. OPENINGS IDENTIFIED AFTER THE PLACEMENT OF Ordiz Melby COL. COLUMN OBS OBSCURE CONC CONCRETE O.0 ON CENTER STRUCTURAL COMPONENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5500 Ming Avenue PLUMBING CONN CONNECTION O.D. OUTSIDE DIAMETER Bakersfield, CA 93313 P CON R. CONSTRUCTION OFF OFFICE 9. REFER TO STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL CONT CONTINUOUS OPNG OPENING STRUCTURAL REQUIREMENTS AND INFORMATION Tel: (661) 832-5258 CORR CORRIDOR OPP OPPOSITE 10. ALL MASONRY, PLASTER AND GYPSUM BOARD PARTITIONS AND/OR Fax (661) 832-4291 CTSK COUNTER SUNK PRCST PRECAST CEILINGS SHALL BE FINISHED TO ACCEPT THE FINISHES INDICATED CNTR COUNTER PL- PLATE CTR. CENTER P LAM PLASTIC LAMINATE 11. EXTERIOR SIGNAGE IS NOT A PART OF THE BUILDING PERMIT. ALL LANDSCAPE ARCHITECT DBL. DOUBLE PLAS PLASTER SIGNAGE IS REQUIRED TO BE APPROVED AS SEPERATE FROM THE BUILDING EPT Design DEPT. DEPARTMENT PLYWD PLYWOOD PERMIT AND BE ISSUED AS A SEPERATE 'PERMIT, D.F. DRINKING FOUNTAIN PR PAIR 844 E. GREEN STREET, SUITE 201 ALL OWNER FURNISHED/ OWNER INSTALLED AND N.I.C. ITEMS TO BE APPROVED DET. DETAIL PT POINT BY STATE FIRE MARSHALL PRIOR TO INSTALLATION. PASADENA, CA 91101 DIA. DIAMETER PTD PAPER TOWEL DISPENSER DIM. DIMENSION PTD/R PAPER TOWEL Tel: (626) 795-2008 DISP. DISPENSER_ DISPENSER/ RECEPTICAL CONSTRUCTION REQUIREMENTS DN. DOWN PTN PARTITION Fax (626) 765-2547 D.O. DOOR OPENING PTR PAPER TOWEL RECEPTICAL 1. UNLESS OTHERWISE NOTED CONSTRUCTION COMPONENTS SHALL MEET THE DR. DOOR RCP REFLECTED CEILING PLAN FOLLOWING REQUIREMENTS FROM TABLE 6-A, CALIFORNIA BUILDING CODE- DWR. DRAWER RQD REQUIRED TITLE 24,PART2. � Y D.S. DOWNSPOUT RD ROOF DRAIN tj B, S-2 DSP DRY STAND PIPE - S SOUTH EUSEGROUP DING TYPE V - N 0ISSUED WITH MODIFICATIONS o 0 x DWG. DRAWING wx Z E EAST SC SOLID CORE SEAT COVER DISPENSER LOCATION FIRE RATING TEST NUMBER 0 ISSUED FOR REFERENCE ONLY E - a X X SCD EA EACH SCHED SCHEDULE STRUCTURE FRAME ROOF NR ❑ NOT ISSUED E.J. EXPANSION JOINT S.D SOAP DISPENSER STRUCTURE FRAME FLOOR NR o EL ELEC ELEVATION ELECTRICAL SECT SECTION STRUCTURE FRAME COLUMNS NR 0 DELETED SHEET Uj 'l Co Ni x x ELEV. ELEVATOR SH SHR SHELF SHOWER SHAFT ENCLOSURES NOT APPLICABLE 0 0 0 EMER EMERGENCY SHT SHEET FLOOR ASSEMBLIES NOT APPLICABLE DWG DRAWING TITLE ENCL. ENCLOSURE SIM SIMILAR ROOF ASSEMBLIES NOT APPLICABLE NO. EP EQ. ELECTRIC PANELBOARD EQUAL SND SANITARY NAPKIN NON-BEARING EXTERIOR WALLS NR -NC DUE TO LOCATION ON PROPERTY DISPENSER GENERAL EQPT EQUIPMENT SNR SANITARY NAPKIN 2. FOAM PLASTIC INSULATIONS SHALL CONFORM TO SECTION 2602 FOR FOAM EWC ELECTRIC WATER COOLER RECEPTACLE PLASTIC INSULATION AND 707 FOR THERMAL AND ACOUSTICAL INSULATION G 1.0 TITLE SHEET DWG INDEX GENERAL NOTES 0 EXIST EXISTING SPEC SPECIFICATIONS CALIFORNIA BUILDING CODE- TITLE 24,PART 2. G 1.1 SITE PLAN KEY PLAN 0 EX or(E) EXISTING SQ S/S SQUARE STAINLESS STEEL 3. THERMAL AND ACOUSTICAL INSULATION SHALL COMPLY WITH SECTION 707, G 1.2 GENERAL NOTES 0 EXPO EXP. EXPOSED EXPANSION S STL STAINLESS STEEL CALIFORNIA BUILDING CODE -TITLE 24,PART2. ARCHITECTURAL EXT. EXTERIOR S. SK SERVICE SINK 4. CONTRACTOR TO PROVIDE PLANS AND SPECIFICATIONS FOR FIRE ALARM A 1.1 NOT USED 0 ST STANDARD (CAR) SYSTEMS TO THE FIRE DEPARTMENT FOR APPROVAL TO INCLUDE FIRE FA FIRE ALARM STA STATION EXTINGUISHING SYSTEMS, AUTOMATIC SPRINKLERS AND WET AND DRY A 1.2 NOT USED 0 FB FLAT BAR STD. STANDARD STANDPIPES. FM -200 SYSTEMS AND OTHER SPECIAL TYPES OF AUTOMATIC A 1.3 NOT USED 0 FD FLOOR DRAIN STL STEEL FIRE EXTINGUISHING SYSTEMS. PLANS AND SPECS FOR FIRE ALARM SYSTEMS A 1.4 NOT USED Q FON FOUNDATION STOR STORAGE SHALL INCLUDE, BUT NOT LIMITED TO FLOOR PLANS, LOCATION OF ALL ALARM FE FIRE EXTINGUISHER STRL STRUCTURAL INITIATING AND ALARM SIGNALING DEVICES. ALARM CONTROL AND TROUBLE SIGNALING EQUIP. ANNUNCIATION. A 2.1 NOT USED 0 FEC FIRE EXTINGUISHER CAB POWER CONNECTION. BATTERY CALCS. SUSP SUSPENDED CONDUCTOR TYPES AND SIZES. VOLTAGE DROP CALCS. AND MANUFACTURER, FHC FIRE HOSE CABINET SYM SYMMETRICAL MODEL NUMBERS AND LISTING INFORMATION FOR ALL EQUIPMENT, DEVICES AND A 3.1 PLANS -MAINTENANCE BUILDING Q FIN FL FINISH FLOOR TRD TREAD MATERIALS. A 3.2 ELEVATIONS SECTIONS - MAINTENANCE BUILDING O FLASH FLASHING TB. TOWEL BAR 5. ALL PENETRATIONS OF RATED FIRE ASSEMBLIES SHALL BE FIRE -STOPPED. A 3.3 WALL SECTIONS, DETAILS - MAINTENANCE BUILDING 0 FLUOF FLUORESCENT TC. TOP OF CURB FIRESTOPING MATERIAL SHALL BE APPROVED AS PRESCRIBED IN UBC STANDARD FOC FACE OF CONCRETE TEL TELEPHONE 7-5 AND CALIFORNIA BUILDING CODE SECTION 709 AND 710 A 4.1 DETAILS 0 FOF FACE OF FINISH TER TERRAllO 6. ALL WALL FINISHES SHALL HAVE A MAXIMUM FLAME SPREAD RATING PER A 4.2 DETAILS 0 FOS FACE OF STUDS T&G TONGUE AND GROOVE SECTION 804 AND TABLE 8-B, CALIFORNIA BUILDING CODE- TITLE 24.PART 2. FPRF FIREPROOF THK THICK F.S. FULL SIZE T.O.P. TOP OF PARAPET 7. WHEN WALL AND CEILING ARE REQUIRED TO BE FIRE -RESISTIVE OR FT. FOOT OR FEET TPD TOILET PAPER DISPENSER NONCOMBUSTIBLE, THE FINISH MATERIAL SHALL BE APPLIED DIRECTLY AGAINST TV TELEVISION FIRE RESISTIVE OR NONCOMBUSTIBLE CONSTRUCTION OR TO FURRING STRIPS FTG. FOOTING T.O.W. TOP OF WALL NOT EXCEEDING 2-3 4 INCHES. THE FURRED SPACE SHALL BE FILLED WITH FUR FURRING TYP TYPICAL INORGANIC OR CLASS 1 MATERIAL OR FIRE STOPPED NOT EXCEEDING 8 FEET FLIT FUTURE IN ANY DIRECTION. GA. GAUGE UNF UNFINISHED STRUCTURAL GALV. GALVANIZED U.O.N UNLESS NOTED 8. WHEN FINISH MATERIALS ARE SET OUT OR DROPPED MORE THAN 1-3 4 S 0.1 GENERAL NOTES 91 OTHERWISE INCHES FROM FIRE RATED WALLS OR CEILINGS THE FINISH MATERIAL SHALL BE G.B. GRAB BAR CLASS 1 EXEPT WHEN PROTECTED BY AUTOMATIC SPRINKLER SYSTEM OR S 10.2 GENERAL NOTES CONT'D GFRC. GLASS FIBER UR URINAL ATTACHED TO NONCOMBUSTIBLE BACKING OR FURRING STRIPS PER CBC S 0.3 GENERAL NOTES CONT'D REINFORCEDCONCRETE - VERT VERTICAL SECTION 803. S 0.4 TYPICAL DETAILS GL. GLASS VAT VINYL ASBESTOS TILE 9. ALL SUSPENDED CEILINGS SHALL CONFORM WITH UBC TABLE 25-A S 0.5 TYPICAL DETAILS GRD GR. GROUND _ GRADE VEST - VESTIBULE 10. PROVIDE DESIGN NUMBERS FOR EVERY FIRE -RATED FLOOR, S 0.6 TYPICAL DETAILS GYP. GYPSUM W WEST CEILING/FLOOR, ROOF, CEILING/ROOF, SHAFT WALL, AND STRUCTURAL FRAME S 0.7 TYPICAL DETAILS W. WITH ASSEMBLIES. THE COMPONENTS AND INSTALLATION DETAILS SUCH AS NAILING S 0.8 TYPICAL DETAILS HOSE BIBB W.C.H.B. WATER CLOSET SCHEDULES SHALL BE SHOWN ON SHOP DRAWINGS AND MUST CONFORM IN H.C. HOLLOW CORE WD WOOD EVERY PARTICULAR WITH THE DESIGN NUMBER SPECIFIED. CUSTOM DESIGN HDWD HARDWOOD W/0 WITHOUT WHICH COMBINE COMPONENTS FROM DIFFERENT APPROVED DESIGNS, BUT HAVE HDWE HARDWARE NOT BEEN TESTED AS A COMPLETE ASSEMBLY WILL NOT BE ACCEPTABLE. WR WATER RESISTANT HM HOLLOW METAL WSCT. WAINSCOT 11, POST "NO SMOKING" SIGNS PER CALIFORNIA STATE LABOR CODE, SECTION HORIZ HORIZONTAL WT WEIGHT 6404.5 The Park at River Walk Maintenance Facility Bakersfield, California Rossetti Project # : 2007-101 Issue Date : September 28, 2007 CIVIL CMX Sports Engineers 7740 N. 16TH STREET, SUITE 100 PHOENIX, AZ 85020 Tel: (602)567-1900 Fax (602)567-1902 STRUCTURAL ENGINEER John A. Martin & Associates, Inc. 1212 S. FLOWER STREET LOS ANGELES, CA 90015 Tel: (213) 483-6490 Fax (213) 483-3084 MECHANICAL, ELECTRICAL & PLUMBING M -E Engineers, INC. 10113 JEFFERSON BLVD. CULVER CITY, CA 90232 Tel: (310) 842-8700 Fax (310) 842-7700 SPECIFICATIONS CHEW Specifications 275 EAST HILLCREST DRIVE SUITE 125 THOUSAND OAKS, CA. 91360 Tel: (805) 230-3005 Fax (805) 230-3055 ARcy���. �G Timothy R. Lambert t8-31 41 T LAND DEVELOPMENT ` TEAM �ossE AERA PARK / BAKERSFIELD, CA. eP1r File Name: Drawn: CITY OF BAKERISFIELD, CALIFORNIA PUBL_IC WORKS D E P A R TM E N Job No.- 2007-101 Engineer: THE PARK AT RIVER WALK MAINTENANCE FACILITY SHEET NO. TITLE SHEET/DRAWING INDEX/GENERAL NOTES Date: 09/28/07 Checked By. 11200 STOCKDALE HWY G1.0 •� � '_ � �� lil 0 ISSUED WITH MODIFICATIONS 0 ISSUED FOR REFERENCE ONLY [3NOT ISSUED 0 DELETED SHEET o o W Cnn N W 0 (n o m 0 O o 0 x X X x 0 X r- 0 DWG NO. DRAWING TITLE STRUCTURAL cont. S 3.1 FOUNDATION & ROOF FRAMING PLANS 0 S 3.2 SECTIONS 0 S 3.3 SECTIONS 01 1 S 3.4 SECTIONS 0 MECHANICAL M 01 SYMBOL LIST, NOTES, ABBREVIATIONS 0 M 02 SCHEDULES 0 M 03 TITLE 24 CERTIFICATES OF COMPLIANCE 0 M 1.0 SITE PLAN 0 M 3.1 MAINTENANCE BUILDING MECHANICAL PLAN 0 M 4.1 DETAILS AND CONTROL SEQUENCE 0 ELECTRICAL E 001 SYMBOL LISTS AND ABBREVIATIONS 0 E 002 TITLE 24 FORMS 0 E 003 TITLE 24 FORMS 0 E 201 SITE PLAN 0 E 202 GROUND LEVEL ELECTRICAL PLAN, CONCESSION BUILDING 0 E 203 GROUND LEVEL ELECTRICAL PLAN, MAINTENANCE BUILDING 0 E 204 PANEL SCHEDULES 0 PLUMBING P 0.1 PLUNBING LEGEND, ABBREVIATIONS 0 P 0.2 PLUMBING EQUIPMENT, FIXTURE SCHEDULE, GEN NOTES 0 P 2.1 GROUND LEVEL PLAN - STORAGE 1 & 2 0 GROUND LEVEL PLAN - MAINTENANCE BUILDING P 3.1 PLUMBING DETAILS 0 ARcy���. �G Timothy R. Lambert t8-31 41 T LAND DEVELOPMENT ` TEAM �ossE AERA PARK / BAKERSFIELD, CA. eP1r File Name: Drawn: CITY OF BAKERISFIELD, CALIFORNIA PUBL_IC WORKS D E P A R TM E N Job No.- 2007-101 Engineer: THE PARK AT RIVER WALK MAINTENANCE FACILITY SHEET NO. TITLE SHEET/DRAWING INDEX/GENERAL NOTES Date: 09/28/07 Checked By. 11200 STOCKDALE HWY G1.0 •� � '_ � �� lil CITY OF BAKFRSFIELD, CALIFORNIA t-.- T - - - - - - - - - - - - - - - - - - - --!R- 4 77 SITE PLAN MAINTENANCE BUILDING SCALE: 1"=60'—O" REF: File Name: PUBLIC WORKS DEPARTMENTJob No.: 2007-101 Date: 09/28/07 Drawn: Engineer: Checked By. 2 Gil NOT USED SCALE: 1 "=60'-0" REF: THE PARK AT RIVER WALK MAINTENANCE FACILITY1 SITE PLAN 11200 STOCKDALE HWY AR Timothy R.0 Unto C- Wkn OF CA1-�F SHEET N0. G1.1 F- 60' /2" i a FIRE ALARM BOX _ MEN 1 • • W p C O (.7 O. 1 0 N � BARRIER FREE MOP STRIP & ELECTRIC SPEAKER, EWC OR 'FIRE HOSE, EXTINGUISHER ELECT. DEVISE THERM SIGN, INTERIOR SHELF PANEL OR FIRE ALARM, DRINKING EXTINGUISHER CABINET OR STROBE FOUNTAIN OR COMBINATION CABINET SEE PLAN FOR LOCA e pp J M • • I M w M U Oi ip ti N SEMI -RECESSED WATER URINAL SAI PAPER TOWEL CLOSET NAI DISPENSER & DIS DISPOSAL 0 0 0 0 , v u1% 6t RESTROOM MEN WOMEN i0� MEN 0 WOMEN ESTROOM DOOR MOUNTED PMENAL NOTE: IF OBSTRUCTED _ SEE ADA REQ'S. / _ W II - NO p �of o % d ¢ N CL N FA7 PAY TELEPHONE GRAB BAR LARGE STALL GRAB BAR SMALL STALL 1. WIDTH TC HEIGHT RATIO BETWEEN 3 : 5 AND 1 : 1. 2. STROKE I VIDTH TO HEIGHT BETWEEN 1 : 5 AND 1 : 10. 3. CONTRAS CHARACTERS AND SYMBOLS WITH BACKGRO ND. 4. SANS SERIF CHARACTERS. Siam / 5. PICTOG MS / PICTORIAL SYMBOL SIGNS SHALL BE ACCOMPA IVIED BY THE EQUIVALENT VERBAL DESCRIPT ON PLACED DIRECTLY BELOW THE PICTOGRAM. THE BOR ER DIMENSION SHALL BE 6" MINIMUM HEIGHT. 6.CHARACTERS AND BACKGROUNDS SHALL BE OF NON -GLARE CONTRASTING COLORS. 7. SIGNS / PICTOGRAMS SHALL BE INSTALLED ON THE WALL ADJACENT TO DOOR LEADING TO THE ROOM OR SPACE TlIEY DESCRIBE ON THE STRIKE SIDE OF THE DOOR AN AT 60" A.F.F. TO SIGN CENTERLINE AND WHERE A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING. PROTRUDING OBJECTS OR STANDING WITHIN THE DOOR SWING AREA. & VERTICAL CLEARANCE AT SUSPENDED SIGNS WITH MINIMUM HEADROOM OF 80" REQUIRE MINIMUM 3" CHARACTER HEIGHT MEASURED BY USING UPPERCASE "X". CFtkRACTERS AND NUMBERS SHALL BE SIZED ACCORDING TO VIEWING DISTANCE FROM WHICH READ. LOWER CASE CHARACTERS PERMITTED. 9. ALL ACCESSIBLE ENTRANCES IDENTIFIED WITH MINIMUM OF ONE STANDARD SIGN. 10. ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL ARE REQUIRED. 11. BUILDING REMODELED TO PROVIDE ACCESSIBLE SANITARY FACILITIES FOR PUBLIC USE SHALL HAVE INFORMAT ON POSTED IN THE LOBBY AS PART OF THE BUILDING DIRECTORY. 12. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES. 13. WHITE FIGURE ON BLUE BACKGROUND, COLOR # 15090 ON FEDERAL STANDARD # 595A. 14. WHEN E ORCING AGENCY DETERMINES, IF APPROPRIATE, SPECIAL DESIGNS AND COLORS MAY BE APPROVE . J�AI.LE� 15. USE CON RASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON CENTER IN EACH CELL. 16. 0.2 INCH SPACE BETWEEN CELLS. 17. DOTS RAI 3ED MINIMUM 0.025 INCH ABOVE BACKGROI JND. 4 G1.2 SIGNS / PICTOGRAMS SCALE: NTS REF: FIN. FLOOR LEVEL COMPRESSED CARPET 1/4" MAX. BEM THRESHOLDTHRESHOLD THRESHOLD 1 /2" MAX. PILE HEIGHT�- , el r aTRANSITION BETWEEN FLOOR FN3FE3 KEFOR 2 a, 2% MAX 1/2" MAX. © F61 LEVEL 18" MIN 1. 1/2" MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICAL CHANGE AT EDGE. 2. 1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4" VERITCAL LEVEL CHANGE. 3. 1/4" MAXIMUM VERTICAL LEVEL CHANGE. -G1.2 THRESHOLDS /LEVEL CHANGES SCALE: NTS REF: 1W 1 CAG 1. X SHALL BE < 25 INCHES; Z SHALL BE > X. 2. WHEN X < 20 INCHES, THEN Y SHALL BE 48 INCHES MAXIMUM. ❑3. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM, BMAXRM FORWARD REACH 9M AN 008TRLlQ%TK)N I 00 � 30" T- C CLEAR FLOOR SPACE a HIGH AND LOW PARAI 1 FI APPROACH WE REACH LMT3 CITY OF BAKEF2SFIELD, CALIFORNIA z _ 54" PREFERRED WHERE ADJACENT OBSTRUCTION 48" MINIMUM OR WALL OCCURS r12* MINIMUM IF DOOR HAS BOTH A CLOSER AND A LATCH REQUIRED CLEAR SPACE / 00 36" MINIMUM N'v r z_ 24" MIN. EXTERIOR 0 18" MIN. INTERIOR tD REQUIRED CLEAR SPACE 1 DOOR WIDTH PLUS 1 24" MIN. EXTERIOR 18" MIN. INTERIOR A a CORPLAN 24" MIN. EXTERIOR & 18" MINIMUM INTERIOR BEYOND STRIKE EDGE OF A GATE OR DOOR ON THE SIDE TOWARD WHICH IT SWINGS. 48" MINIMUM I 18" MIN. C,4 32" CLEAR)INTERIOR N 7 24" MIN. EXTERIOR OF BLDG. 0 D 0 z DOOR WIDTH PLUS 42" o Co I . 1-t f13 ©RMF LA�DNc3 IAT DOORWAY PLAN FC] MAIN AN FMAXAM SDE REACH OVER AN OBSTRUCTION 6 G1.2 REACH REQUIREMENTS I. THE OCCUPANT RELEASESR SPACES MUST BE L HELTO WHEELRGREPS NT WO EREACHIRS FOR FROM THE DOOR. ROLLING /4"N PER SCALE: NTS FOOT IS ALLOWED FOR DRAINAGE. REF: 2, WHERE DOORS OPEN ONTO, BUT NOT INTO A CORRIDOR, THE REQUIRED LEVEL AREA BEYOND THE DOORS MAY BE A MINIMUM OF 48". FOR ADDITIONAL INFORMATION, V.I.F. (SEE NOTES A & 8) SEE APPLICABLE NOTES ON TYPICAL ACCESSIBILITY NOTES SHEET. CLEARAN� Ts"TM� DOOR CLEARSPACE 5 G1.2 STANDARD SHOWER STANDARD SHOWER MOUNTING HEIGHT 2 \ N I30" X 48" g o H C 36" MIN. LENGTH SPACE , \FLR. SEAT 1'-7" MIN. M WIDTH OF OPEN'G. LESS 1" p 1 24" MIN. LENGTH IMAX. � � � V -4.o xg 6 J e V .� M N N f i0 N TOILET SOAP DISPENSER SOAP DISPENSER STANDARD §HOWER PAPER STALL H.C. DISPENSER '96. MOUNTING HEIGHTS * NOTE : MOUNTING OF ALL ACCESSORIES MUST COMPLY WITH CaIDAG 8 G1.2 G SCALE: NTS REF: 1. WIDTH TC HEIGHT RATIO BETWEEN 3 : 5 AND 1 : 1. 2. STROKE I VIDTH TO HEIGHT BETWEEN 1 : 5 AND 1 : 10. 3. CONTRAS CHARACTERS AND SYMBOLS WITH BACKGRO ND. 4. SANS SERIF CHARACTERS. Siam / 5. PICTOG MS / PICTORIAL SYMBOL SIGNS SHALL BE ACCOMPA IVIED BY THE EQUIVALENT VERBAL DESCRIPT ON PLACED DIRECTLY BELOW THE PICTOGRAM. THE BOR ER DIMENSION SHALL BE 6" MINIMUM HEIGHT. 6.CHARACTERS AND BACKGROUNDS SHALL BE OF NON -GLARE CONTRASTING COLORS. 7. SIGNS / PICTOGRAMS SHALL BE INSTALLED ON THE WALL ADJACENT TO DOOR LEADING TO THE ROOM OR SPACE TlIEY DESCRIBE ON THE STRIKE SIDE OF THE DOOR AN AT 60" A.F.F. TO SIGN CENTERLINE AND WHERE A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING. PROTRUDING OBJECTS OR STANDING WITHIN THE DOOR SWING AREA. & VERTICAL CLEARANCE AT SUSPENDED SIGNS WITH MINIMUM HEADROOM OF 80" REQUIRE MINIMUM 3" CHARACTER HEIGHT MEASURED BY USING UPPERCASE "X". CFtkRACTERS AND NUMBERS SHALL BE SIZED ACCORDING TO VIEWING DISTANCE FROM WHICH READ. LOWER CASE CHARACTERS PERMITTED. 9. ALL ACCESSIBLE ENTRANCES IDENTIFIED WITH MINIMUM OF ONE STANDARD SIGN. 10. ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL ARE REQUIRED. 11. BUILDING REMODELED TO PROVIDE ACCESSIBLE SANITARY FACILITIES FOR PUBLIC USE SHALL HAVE INFORMAT ON POSTED IN THE LOBBY AS PART OF THE BUILDING DIRECTORY. 12. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES. 13. WHITE FIGURE ON BLUE BACKGROUND, COLOR # 15090 ON FEDERAL STANDARD # 595A. 14. WHEN E ORCING AGENCY DETERMINES, IF APPROPRIATE, SPECIAL DESIGNS AND COLORS MAY BE APPROVE . J�AI.LE� 15. USE CON RASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON CENTER IN EACH CELL. 16. 0.2 INCH SPACE BETWEEN CELLS. 17. DOTS RAI 3ED MINIMUM 0.025 INCH ABOVE BACKGROI JND. 4 G1.2 SIGNS / PICTOGRAMS SCALE: NTS REF: FIN. FLOOR LEVEL COMPRESSED CARPET 1/4" MAX. BEM THRESHOLDTHRESHOLD THRESHOLD 1 /2" MAX. PILE HEIGHT�- , el r aTRANSITION BETWEEN FLOOR FN3FE3 KEFOR 2 a, 2% MAX 1/2" MAX. © F61 LEVEL 18" MIN 1. 1/2" MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICAL CHANGE AT EDGE. 2. 1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4" VERITCAL LEVEL CHANGE. 3. 1/4" MAXIMUM VERTICAL LEVEL CHANGE. -G1.2 THRESHOLDS /LEVEL CHANGES SCALE: NTS REF: 1W 1 CAG 1. X SHALL BE < 25 INCHES; Z SHALL BE > X. 2. WHEN X < 20 INCHES, THEN Y SHALL BE 48 INCHES MAXIMUM. ❑3. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM, BMAXRM FORWARD REACH 9M AN 008TRLlQ%TK)N I 00 � 30" T- C CLEAR FLOOR SPACE a HIGH AND LOW PARAI 1 FI APPROACH WE REACH LMT3 CITY OF BAKEF2SFIELD, CALIFORNIA z _ 54" PREFERRED WHERE ADJACENT OBSTRUCTION 48" MINIMUM OR WALL OCCURS r12* MINIMUM IF DOOR HAS BOTH A CLOSER AND A LATCH REQUIRED CLEAR SPACE / 00 36" MINIMUM N'v r z_ 24" MIN. EXTERIOR 0 18" MIN. INTERIOR tD REQUIRED CLEAR SPACE 1 DOOR WIDTH PLUS 1 24" MIN. EXTERIOR 18" MIN. INTERIOR A a CORPLAN 24" MIN. EXTERIOR & 18" MINIMUM INTERIOR BEYOND STRIKE EDGE OF A GATE OR DOOR ON THE SIDE TOWARD WHICH IT SWINGS. 48" MINIMUM I 18" MIN. C,4 32" CLEAR)INTERIOR N 7 24" MIN. EXTERIOR OF BLDG. 0 D 0 z DOOR WIDTH PLUS 42" o Co I . 1-t f13 ©RMF LA�DNc3 IAT DOORWAY PLAN FC] MAIN AN FMAXAM SDE REACH OVER AN OBSTRUCTION 6 G1.2 REACH REQUIREMENTS I. THE OCCUPANT RELEASESR SPACES MUST BE L HELTO WHEELRGREPS NT WO EREACHIRS FOR FROM THE DOOR. ROLLING /4"N PER SCALE: NTS FOOT IS ALLOWED FOR DRAINAGE. REF: 2, WHERE DOORS OPEN ONTO, BUT NOT INTO A CORRIDOR, THE REQUIRED LEVEL AREA BEYOND THE DOORS MAY BE A MINIMUM OF 48". FOR ADDITIONAL INFORMATION, V.I.F. (SEE NOTES A & 8) SEE APPLICABLE NOTES ON TYPICAL ACCESSIBILITY NOTES SHEET. CLEARAN� Ts"TM� DOOR CLEARSPACE 5 G1.2 32" CLR. +18" CLEAR,----_AMIN. CLEAR� 24" PREFERRED TOILET SEAT DISPENSER (WHERE OCCURS) 1-1 2"0 DIAMETER G BAR WAPEENED FINISH & 250 LBS. CAPACITY 38" MAXIMUM 1 24" 1 36" (MIN.) GRAB BAR 42" GRAB BAR 48" MIN. WHEN FRONT ENTRY DOOR OR 60" MINIMUM WHEN SIDE ENTRY DOOR CLEARANCE NOTES: A. 28" CLR. BETWEEN LAVATORY AND EDGE OF WATER CLOSET TANK LID WHEN TANK WATER CLOSET OCCURS. B. 28" MIN. CLR. TO EDGE OF BOWL Cn RUBBER BUMPER FA Una ON CHAIR Cn SCALE: 3 REF: DOOR TYPE: 1. MINIMUM 10" HIGH SMOOTH SURFACE AT DOOR BOTTOM, EITHER ATTACHED PANEL OR BOTTOM RAIL JiABP�fAB� 2. OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. 3. OPENABLE BY SINGLE EFFORT LEVER -TYPE DEVICE (NOT REQUIRING GRASPING). 4. MOUNTED 36" TO 42". 5. MAXIMUM 8.5 LBS. EFFORT TO OPERATE EXTERIOR DOOR, 5 LBS. FOR INTERIOR. WHEN FLUSH VALVE WATER CLOSET 36" TO 42" LEVER OCCURS. (28" MIN. CLR. BETWEEN OR U SHAPED I� LAVATORY TO FURTHEST PROTRUDING HANDLE u EDGE OF WATER CLOSET, TYPICAL.) 10" MIN. BOTTOM FA PLS RAIL OR PROVIDE KICK PLATE A NARROW FRAME WITH A BEVELED TOP EDGE (30 DEGREE MAXIMUM BEVEL TO VERTICAL PLANE) z 2 OR INSTALLED AT THE BOTTOM OF A GLASS DOOR s ? (WITH NO SIDE FRAMES) MAY BE USED IN LIEU ® o N N OF PROVIDING THE REQUIRED 10 -INCH _ UNINTERRUPTED SURFACE AT THE BOTTOM OF THE DOOR. 17" TO 19" TO s" TOP OF TOILETSEAT © �� 8" MAX. ROLL PAPER HOLDER© ��' MIN. PER CITY OF LOS ANGELES WITHOUT STOPS RECESSED / SEMI -RECESSED MEMORANDUM OF GENERAL DISTRIBUTION NO. 80, DISABLED PROVIDE PRIVACY DOOR LOCK WHEN IT IS A PRIVATE ACCESS POLICY NO. 3, DATED TOILET OR FOR UNISEX USE. JANUARY 29, 1988) GRAB BARS; SEE TYPICAL ACCESSIBILITY NOTES SHEET. 3 G1.2 NOT USED 2 G1.2 PRIVACY / UNISEX TOILET 1 G1.2 DOORS SCALE: NTS SCALE: NTS SCALE: NTS REF: REF: REF: File Name: Drawn: THE PARK AT RIVER WALK MAINTENANCE FACILITY PUBLIC WORKS D E P A R TM E N Job No.: 2007-101 Engineer: GENERAL NOTES Date: 09/28/07 Checked By. 11200 STOCKDALE HWY Aft �V Timothy R. Lambert C- - OF CAS -FCR' SHEET N0. GL2 / 2 \ N I30" X 48" MIN. CLR. SPACE , \FLR. 32" CLR. +18" CLEAR,----_AMIN. CLEAR� 24" PREFERRED TOILET SEAT DISPENSER (WHERE OCCURS) 1-1 2"0 DIAMETER G BAR WAPEENED FINISH & 250 LBS. CAPACITY 38" MAXIMUM 1 24" 1 36" (MIN.) GRAB BAR 42" GRAB BAR 48" MIN. WHEN FRONT ENTRY DOOR OR 60" MINIMUM WHEN SIDE ENTRY DOOR CLEARANCE NOTES: A. 28" CLR. BETWEEN LAVATORY AND EDGE OF WATER CLOSET TANK LID WHEN TANK WATER CLOSET OCCURS. B. 28" MIN. CLR. TO EDGE OF BOWL Cn RUBBER BUMPER FA Una ON CHAIR Cn SCALE: 3 REF: DOOR TYPE: 1. MINIMUM 10" HIGH SMOOTH SURFACE AT DOOR BOTTOM, EITHER ATTACHED PANEL OR BOTTOM RAIL JiABP�fAB� 2. OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. 3. OPENABLE BY SINGLE EFFORT LEVER -TYPE DEVICE (NOT REQUIRING GRASPING). 4. MOUNTED 36" TO 42". 5. MAXIMUM 8.5 LBS. EFFORT TO OPERATE EXTERIOR DOOR, 5 LBS. FOR INTERIOR. WHEN FLUSH VALVE WATER CLOSET 36" TO 42" LEVER OCCURS. (28" MIN. CLR. BETWEEN OR U SHAPED I� LAVATORY TO FURTHEST PROTRUDING HANDLE u EDGE OF WATER CLOSET, TYPICAL.) 10" MIN. BOTTOM FA PLS RAIL OR PROVIDE KICK PLATE A NARROW FRAME WITH A BEVELED TOP EDGE (30 DEGREE MAXIMUM BEVEL TO VERTICAL PLANE) z 2 OR INSTALLED AT THE BOTTOM OF A GLASS DOOR s ? (WITH NO SIDE FRAMES) MAY BE USED IN LIEU ® o N N OF PROVIDING THE REQUIRED 10 -INCH _ UNINTERRUPTED SURFACE AT THE BOTTOM OF THE DOOR. 17" TO 19" TO s" TOP OF TOILETSEAT © �� 8" MAX. ROLL PAPER HOLDER© ��' MIN. PER CITY OF LOS ANGELES WITHOUT STOPS RECESSED / SEMI -RECESSED MEMORANDUM OF GENERAL DISTRIBUTION NO. 80, DISABLED PROVIDE PRIVACY DOOR LOCK WHEN IT IS A PRIVATE ACCESS POLICY NO. 3, DATED TOILET OR FOR UNISEX USE. JANUARY 29, 1988) GRAB BARS; SEE TYPICAL ACCESSIBILITY NOTES SHEET. 3 G1.2 NOT USED 2 G1.2 PRIVACY / UNISEX TOILET 1 G1.2 DOORS SCALE: NTS SCALE: NTS SCALE: NTS REF: REF: REF: File Name: Drawn: THE PARK AT RIVER WALK MAINTENANCE FACILITY PUBLIC WORKS D E P A R TM E N Job No.: 2007-101 Engineer: GENERAL NOTES Date: 09/28/07 Checked By. 11200 STOCKDALE HWY Aft �V Timothy R. Lambert C- - OF CAS -FCR' SHEET N0. GL2 TOILET ACCESSORIES LIST TA -1 FRAMED MIRROR W/ SHELF TA -8 SURFACE MOUNTED PAPER TOWEL DISPENSER GYPBOARD c 18"00" U.N.O. (BOBRICK 292-1830) (BOBRICK 262) TA -2 SOAP DISPENSER (BOBRICK 2111) TA -9 SURFACE MOUNTED SANITARY NAPKIN TA -3 36" GRAB BAR (BOBRICK 6806.99 X 36) DISPOSAL (BOBRICK 254) TA -4 42" GRAB BAR (BOBRICK 6806.99 X 42) TA -10 PARTITION MOUNTED SANITATARY NAPKIN CEILING TYPES: TA -5 SURFACE MOUNTED PAPER TOWEL DISPENSER 310.416.9660 tel DISPOSAL (BOBRICK 354) ROSS ETTI 310.416.9650 fax 3—COAT /RECEPTACLE (BOBRICK 3039) ' TA -11 SURFACE MOUNTED TA -6 TOILET TISSUE DISPENSER (BOBRICK 2740) 2'x4' WASHABLE DIAPER CHANGING STATION PLAN CHECK REVISIONS TA -7 TOILET SEAT COVER DISPENSER SURFACE MOUNTED FLUORESCENT (BOBRICK KB101-00) ® 2' X 2' RECESSED FLUORESCENT (BOBRICK 4221) Q 2' X 4' RECESSED FLUORESCENT . ® SURFACE MOUNTED EXTERIOR FLUORESCENCE LIGHT O TA ACCESS PANEL (SEE ELECTRICAL DWG. FOR SIZES) O SUPPLY AIR GRILLE TA 3 3 * SEE ELECTRICAL DWG FOR LIGHTING LAYOUTS ®ROOM 103, 1041 • TA -4 TA 2 TA -1 a O 21'-4" I 21'-8" 19'-8" 19'-4" GYPBOARD c VINYL � BASE GED PAINT ON00- - _J�� 21'-4" 60 CONCRETE FILLED I INTERIOR 8 AW ELEVATION 5 SCALE: 1/4"=l'—O" REF: O I INTERIOR 6 AW ELEVATION 3 SCALE: 1/4"=l'—O" REF: O I zPAINTI ON VINYL BASE 0 .1 Z PAINT ON GYPBOARD I R O VINYL BASE PAINT ON CMU WALL _ INTERIOR C9 A3"1 ELEVATION 6 SCALE: 1/4"=l'—O" REF: O INTERIOR C7 A�7 A3.1 ELEVATION 4 SCALE: 1/4"=l'—O" REF: CMU WALL NTERIOR 5 A3.1 ELEVATION 2 SCALE: 1/4"=l'—O' REF: O 00 00 I I I INTERIOR 4 A3.1 ELEVATION 1 SCALE: 1/4"=l'—O" REF: L01 Oiin'—Fw 01 0 0 S-5" 21'-4" 21'-4" 21'-8" 19'-8" 19'-4" 3'-9" GED I\ 14W STANDING SEAM METAL ROOF u SCALE: 1 /8"=1 '-0" REF: uCOCRETE co 5 4 4r L0 103'-4" 21'-8" 19'-8" 19'-4" A3I I 4'-0" FOR COWNGD UNIT 1PI R 6' HIGH CMU WALL (SEE CIVIL DWG.) w ' -8 16'-0" 6'-8" 3'-4" 8 4 -0" DECORATIVE R STEEL TRUSS 103.6 1 i RI R TOILET � 4 _ ��n) i � 101 STORAGE zM 101.A d I I w 1 103 - — — — — — — — — — — — — -{- — � 102.A 6 5 A3.2 R OFFICE 00 4 9' 102 I N 4'-0" r6' -O" 4'-0" 6'-D" SCALE: 1/8"=1'-0" REF: n n n n n n CITY OF BAKERSFIELD, CALIFORNIA 21'-4" CA CV 0 I LT I 0 A3.2 4' — — — — — — — — — F— N CBI 1 0 I 1'10 1'-10" — — — — 3 8" PREFABRICATED CONCRETE CAP 1BATTERED FULL-SIZE COBBLE ROCK - PAINTED PIPE BOLLARD CHAINLINK SWING GATE � COVERED OUTDOOR STORAGE 104 7 A3.2 File Name: PUBLIC WORKS D E P A R T M E N Job No.: 2007-101 Date: 09/28/07 Drawn: Engineer: Checked By. 4'-0" 6'-0" 4'-0" 2=8" J � 6 A3.2 8" A3.2 GROUND LEVEL -PLAN � FO .�. rrnothy R. LamberF * C- - NOTES OP CALX� PROVIDE TWO STORAGE BUILDINGS —SEE SITE PLAN REFLECTED CEILING PLAN LEGEND' (SEE SPECIFICATIONS FOR FIXTURE TYPES) NOTES: ALL CEILING HEIGHTS SHOWN ABOVE FINISHED FLOOR ALL CEILING HEIGHTS ARE 8'-6" U.N.O. ED AW 1/81p= SCALE: 1 999 N. Sepulveda Blvd. Suite 100 CEILING HEIGHT FROM TOP OF CONCRETE E. c. EI Segundo, CA 90245 CEILING TYPES: 2x2 310.416.9660 tel ACOUSTICAL LAY—IN CEILING SYSTEM ROSS ETTI 310.416.9650 fax 3—COAT , EXTERIOR PLASTER CEILING ' GYPSUM BOARD (PAINTED) 2'x4' WASHABLE 01'09:07 PLAN CHECK REVISIONS LIGHT FIXTURE SYMBOLS: ® SURFACE MOUNTED FLUORESCENT �--o---� FLUORESCENT STRIP ® 2' X 2' RECESSED FLUORESCENT W/ PARABOLIC LOUVER , Q 2' X 4' RECESSED FLUORESCENT . ® SURFACE MOUNTED EXTERIOR AW 1/81p= SCALE: 1 CEILING HEIGHT FROM TOP OF CONCRETE E. c. EXPOSED CONSTRUCTION CEILING TYPES: 2x2 ACOUSTICAL LAY—IN CEILING SYSTEM ��• � � �,�5• 3—COAT , EXTERIOR PLASTER CEILING •�:•� t..a: GYPSUM BOARD (PAINTED) 2'x4' WASHABLE LAY—IN CEILING TILE LIGHT FIXTURE SYMBOLS: ® SURFACE MOUNTED FLUORESCENT �--o---� FLUORESCENT STRIP ® 2' X 2' RECESSED FLUORESCENT W/ PARABOLIC LOUVER , Q 2' X 4' RECESSED FLUORESCENT . ® SURFACE MOUNTED EXTERIOR FLUORESCENCE LIGHT 0 ACCESS PANEL (SEE ELECTRICAL DWG. FOR SIZES) ® SUPPLY AIR GRILLE RETURN AIR/EXHAUST GRILLE * SEE ELECTRICAL DWG FOR LIGHTING LAYOUTS ®ROOM 103, 1041 • /8"=1 '-0" REF: THE PARK AT RIVER WALK MAINTENANCE FACILITY PLANS, INTERIOR ELEVATIONS 11200 STOCKDALE HWY MAINTENANCE BUILDING SHEET N0. A3.1 3 AW owes MME In m 0-0 1010 Ss ftwIlwommawas Is CMU WALL A 3 A3.2 B (SEE CIVIL DWG.) LOUVER EXHAUST T_� OP OF ROOF_ ® H.P. 512 I a5 - 7/8"EXTERIOR PLASTER ON CMU N e U i �n co 00 GROUND LEVEL k I DATUM 0'-0" ' 4' -HIGH BATTERED FULL-SIZE ' I I COBBLE ROCK 3 A3.3 CROSS SECTION ? A3.2 MAINTENANCE SCALE. 1/8"=l' -O" REF: A B STANDING SEAM METAL ROOF ON 3/4" PLYWOOD TOP OF ROOF ®H.P. 1� 1 A3.3 7/8 -EXTERIOR PLASTER Ln 7/8" A I I ON 8" CMU -H °i EXTERIOR PLASTER RESTROOM o OFFICE co ON 8" CMU bo 101 102 I I PREFABRICATED 0 CONCRETE CAP j GROUND LEVEL DATUM 0'-0" 12" WIDE CMU CROSS SECTION 6 A3.2 MAINTENANCE SCALE. 1/8"=l'—O" REF: STANDING SEAM B 3 A3.2 A METAL ROOF DECORATNE TOP OF ROOF -0 P. 512 I �5 STEEL TRUSS PAINTED PLYWOOD o .o, LO cb I co 00 LEVEL q DATUM -_0"=V_'_ G TfM- TOP OF ROOF C> c i -H rn 0 GROUND LEVEL TOP OF ROOF ®T H.P. ' GLASS WINDOW I' PREFABRICATED CONCRETE CAP ELEVATION 4 5 A3.2 MAINTENANCE SCALE: 1/8"=l'—O" REF: CMU WALL A 3 A3.2 B (SEE CIVIL DWG.) TOP OF ROOF ® H.P. 512 1�25 TOP OF f z00 WOVEN WIRE MESH o ; -H rn 00 T` AGROUND LEVEL ROUND_ 4' -HIGH BATTERED FULL-SIZE DATUM I COBBLE ROCK 'I t ELEVATION 3 4 A3.2 MAINTENANCE SCALE: 1/8"=l'—O" REF: DOOR SCHEDULE DOOR N0. DOOR OPENING DOOR FRAME TRESH. HDWR. REMARKS WIDTH HEIGHT TYPE THICK MATERIAL FINISH MATERIAL FINISH DETAIL(SHEET A4.1) 101.A 3'-0" 7'-0" A 1-3/4" HM PAINT HM PAINT 1 08 SEE A1.1 FOR DOOR TYPE 102.A 3'-0" 7'-0" A 1-3/4" HM PAINT HM PAINT 1 09 103.A 3'-0" 7'-0" MINES"` 1-3/4" HM PAINT HM PAINT ' GLASS WINDOW I' PREFABRICATED CONCRETE CAP ELEVATION 4 5 A3.2 MAINTENANCE SCALE: 1/8"=l'—O" REF: CMU WALL A 3 A3.2 B (SEE CIVIL DWG.) TOP OF ROOF ® H.P. 512 1�25 TOP OF f z00 WOVEN WIRE MESH o ; -H rn 00 T` AGROUND LEVEL ROUND_ 4' -HIGH BATTERED FULL-SIZE DATUM I COBBLE ROCK 'I t ELEVATION 3 4 A3.2 MAINTENANCE SCALE: 1/8"=l'—O" REF: DOOR SCHEDULE DOOR N0. DOOR OPENING DOOR FRAME TRESH. HDWR. REMARKS WIDTH HEIGHT TYPE THICK MATERIAL FINISH MATERIAL FINISH DETAIL(SHEET A4.1) 101.A 3'-0" 7'-0" A 1-3/4" HM PAINT HM PAINT 1 08 SEE A1.1 FOR DOOR TYPE 102.A 3'-0" 7'-0" A 1-3/4" HM PAINT HM PAINT 1 09 103.A 3'-0" 7'-0" A 1-3/4" HM PAINT HM PAINT 1,7 07 103.8 16'-0" 7'-4" C — STL PAINT STL PAINT 5 01 1 1 CHAINLINK SWING GATE BEYOND It 2 STANDING SEAM 3 7 A3. METAL ROOF 1/2' PLYWOOD 2 7 A3.2 STANDING SEAM METAL ROOF I WOVEN WIRE MESH 7'-8" HIGH BATTERED - FULL-SIZE COBBLE ROCK Q 4 4 DECORATIVE 5 STEEL TRUSS 6 LOUVER 7/8 -EXTERIOR PLASTER ON 8" CMU svc GYPBOARD Fl ISH V Timothy R. 0 ON wooD s o o Lambert STORAGE CMU WALLH OFFICE i I * 0- 103 � 102 rn I �I E s NOTES CONCRETE CAP — GL -1 1" INSULATED CLEAR GLASS 12" WIDE CMU 4'—HIGH BATTERED1 A3.3 GL -2 1" INSULATED TRANSLUCENT GLASS FULL-SIZE LONGITUDINAL SECTION COBBLE ROCK MAINTENANCE 3 A3.2 SCALE: 1/8"=l'—O" REF: 7/8"EXTERIOR PLASTER ON CMU 5 6 A3.PREFABR 2 6 I CON RETIEATED CAP on Fci 11 mi in - OPAQUE __\ LTRANSPARENT J GLASS WINDOW (1-2) GLASS WINDOW (G L1) ELEVATION 2 2 A32 MAINTENANCE . SCALE: 1/8"=l'—O" REF: File Name: CITY OF B AK R SFI ELD, CALIFORNIA PUBLIC WORKS DEPARTMEN Job No.: 2007-101 Date: 09/28/07 .--- ELEVATION 1 1 A3.2 MAINTENANCE C, A3.2 SCALE: 1/8"=1'-0" REF: Drawn: THE PARK AT RIVER WALK MAINTENANCE FACILITY Engineer: ELEVATIONS, SECTIONS — MAINTENANCE BUILDING Checked By. 11200 STOCKDALE HWY 8 SHEET NO. A3.2 r A GROUND LEVEL Y DATUM _0'-0' DECORATIVE 4X4 STL TRUSS 4" 7/$" 7/8" EXTERIOR = PLASTER °O ON CMU D WING PLASTER A4.1 NO - 0o i 00 -710 0. a o a a o� p 2X2L TUBE 2X2 GLE WOVEN WIRE MESH STL. 1 UBE (SEE STRUCTURAL DWG. FOR SIZES i COVERED OUTDOORulaitttr W/ mu . STORAGE ESS OV METAL 104 BATH AVER C RETE BLO W — — — `\— 2 ANGL I k'`;.:.;'. . I b� i I I _ .\ I I I o I I I I I -- I I I. Co IG I. E CIVILRA d ° ° a a ° ° ° L----- ----- 3 A4.2 I WALL SECTION WALL SECTION 4 A3.3 SCALE: 1 "=1'-0" 3 A3.3 REF: CITY OF B AK RSEI EL_D, CALIFORNIA B I STORAGE 103 SCALE: 1 "=1'-0" 2 A3.3 REF: File Name: PUBLIC WORKS DEPARTMEN Jab No.: 2007-101 Date: 09/28/07 STANDING SEAM METAL ROOF 3/4" PLYWOOD WOOD TRUSS (SEE STRUCTRAL DWG. FOR SIZES) CONT. 2X4 2X4 0 16" O.C. r_wrANUr.0 WIND WKNL c PLASTER BEAD 7/8 -EXTERIOR PLASTER ON CMU WALL FOUNDATION SEE STRUCTURE DRAWING WALL SECTION SCALE: 1"=l'—O" REF: Drawn: Engineer: Checked By. �t '+I i METAL SILL B STANDING SEAM METAL ROOF 3/4" PLYWOOD WOOD TRUSS (SEE STRUCTRAL DWG. FOR SIZES) CONT. 2X4 2X4 ® 16" O.C. GUTTER 8" GYPBOARD 7/8"EX PLASTER CONT. PAINTED - WOOD TRIM EXPANDED WING CORNER PLASTER BEAD 8 1 A4.1 J EXPANDED WING CORNER _�- PLASTER BEAD Q — — 1 P) 00 _ a 7/8 -EXTERIOR PLASTER 1- ON CMU o OFFICE ' ; o; 4"THICK X 91/2"WIDE INTEGRAL COLOR 102 ' CONT. CONCRETE LEDGER W/ SANDBLAST OR ACID WASH FINISH 6 •2 (SEE SPECIFICATIONS) �I BATTERED FULL-SIZE COBBLE ROCK W/ MASONRY TIES -�� 032" O.C. ib o BOTH DIRECTION 1 %" GYP BOARD 11) ON 3 %" STUD W/ BATT INSULATION 12" WIDE CMU EXPANSION JOINT RUBBER BAS Cr EXTERIOR CONC. PAVING I o (SEE CML DRAWING) N ° ° Q °d d ° ° I ° a . d ° STONE FOUNDATION STEP ° a WALL FOUNDATION SEE STRUCTURE DRAWING I� 4 ° .d 1 A3.3 WALL SECTION SCALE: 1 "=1'—O" REF: THE PARK AT RIVER WALK MAINTENANCE FACILITY 11200 STOCKDALE HWY WALL SECTIONS, DETAILS - MAINTENANCE BUILDING SHEET NO. A3.3 -16' ��,; 999 N. Sepulveda Blvd. Suite 100 EI Segundo, CA 90245 310.416.9660 tel ROSS ETTI 310.416.9650 fax PR EVI,:p IONS f NOTES ARCy�r� �a5tiv V Timothy R. Lambert C_ OF CAL�FV' 1 A3.3 WALL SECTION SCALE: 1 "=1'—O" REF: THE PARK AT RIVER WALK MAINTENANCE FACILITY 11200 STOCKDALE HWY WALL SECTIONS, DETAILS - MAINTENANCE BUILDING SHEET NO. A3.3 -16' ��,; �— HOLLOW METAL FRAME GA. BENT METAL HEAD 1 INSULATED GLASS E LEVATIONR TYPE L SILL HOLLOW TYPICAL WINDOW DETAIL 8 A4.1 HEAD, SILL, MULLION SCALE: 3"=l' -O" REF: CC SL DEPRESSED CO 7 A4.1 AT DOOR THRE SCALE: 3"=l' -O" REF: CITY OF BAKE I DOOR CO #211 AV ZUDED ALUM. THRESHOLD IN MASTIC RESS SLAB EDGE 1/2' AT DOOR ASED EDGES. SET EXTERIOR HALT OR COCRETE FLUSH. 'E AWAY FROM BUILDING. T 1/2" EXP JOINT FILLER SEALANT, WHERE OCCURS SLAB SEIELD, CAL_I I lwL wv. 1"l—Irw 1 1%niviL 6 A4.1 WINDOW ELEVATION :D SCALE: N"T S REF: CMU WALL CONC. MASONRY BOND BEAM, COORDINATE WITH STRUCTURAL DWGS. CAULK LINE OF ROLL -UP DOOR --j_ 7, -, ROLL -UP DOOR GUIDE AS REQUIRED 1/2" BOLT WELDED TO ji, BOLTS AS REQUIRED FRAME MITER AT 24" O.C. CONT 3 x 3 x 1/4 STL ANGLE BRACKET FOR DOOR GUIDE a < ° d . ° CONT C9 x 13.4 FRAME MITER AT 8" W. C.M.U., WELD AND GRIND SMOOTH ° LU 8"x2"x12 GA BENT PLATE STRAP w ANCHORS AT 24" O.C. HORIZONTAL— MASONRY ORIZONTAL MASONRY OPENING I CAULK ROLL -DOOR SERVICE DOOR 5 A4.1 JAMB AND HEAD 3 A4.1 NOT USED SCALE. 3"=l' -O" SCALE: 3"=l' -O" REF: REF: File Name: Drawn: E O R N I A PUBLIC WORKS D E P A R T M E N Job No.: 2007-101 Engineer: Date: " 09/28/07 Checked By. 2 A4.1 NOT USED SCALE: N T S REF: A cc MASONRY OPENING 2 DOOR, SEE SCHEDULE HM FRAME CMU WALL CONC. MASONRY BOND BEAM, COORDINATE WITH STRUCTURAL DWGS. 1/4" SHIM BACKER ROD AND SEALANT (ALL SIDES) HM FRAME DOOR, SEE SCHEDULE 16 GA GALV STL. TEE ANCHOR (3 -ANCHORS PER JAMB) CMU a ° 1/4" SHIM SEALANT (ALL SIDES) 1 A4.1 @ CMU WALL SCALE: 3"=l' -O" REF: THE PARK AT RIVER WALK MAINTENANCE FACILITY 11200 STOCKDALE HWY 999 N. Sepulveda Blvd. Suite 100 EI Segundo, CA 90245 310.416.9660 tel D RO.S.SETT,.11 D O D _o ..�f Wiz.%. ,_,. ... ... ....t•..ha . - D 1 D TYPICAL WINDOW DETAIL 8 A4.1 HEAD, SILL, MULLION SCALE: 3"=l' -O" REF: CC SL DEPRESSED CO 7 A4.1 AT DOOR THRE SCALE: 3"=l' -O" REF: CITY OF BAKE I DOOR CO #211 AV ZUDED ALUM. THRESHOLD IN MASTIC RESS SLAB EDGE 1/2' AT DOOR ASED EDGES. SET EXTERIOR HALT OR COCRETE FLUSH. 'E AWAY FROM BUILDING. T 1/2" EXP JOINT FILLER SEALANT, WHERE OCCURS SLAB SEIELD, CAL_I I lwL wv. 1"l—Irw 1 1%niviL 6 A4.1 WINDOW ELEVATION :D SCALE: N"T S REF: CMU WALL CONC. MASONRY BOND BEAM, COORDINATE WITH STRUCTURAL DWGS. CAULK LINE OF ROLL -UP DOOR --j_ 7, -, ROLL -UP DOOR GUIDE AS REQUIRED 1/2" BOLT WELDED TO ji, BOLTS AS REQUIRED FRAME MITER AT 24" O.C. CONT 3 x 3 x 1/4 STL ANGLE BRACKET FOR DOOR GUIDE a < ° d . ° CONT C9 x 13.4 FRAME MITER AT 8" W. C.M.U., WELD AND GRIND SMOOTH ° LU 8"x2"x12 GA BENT PLATE STRAP w ANCHORS AT 24" O.C. HORIZONTAL— MASONRY ORIZONTAL MASONRY OPENING I CAULK ROLL -DOOR SERVICE DOOR 5 A4.1 JAMB AND HEAD 3 A4.1 NOT USED SCALE. 3"=l' -O" SCALE: 3"=l' -O" REF: REF: File Name: Drawn: E O R N I A PUBLIC WORKS D E P A R T M E N Job No.: 2007-101 Engineer: Date: " 09/28/07 Checked By. 2 A4.1 NOT USED SCALE: N T S REF: A cc MASONRY OPENING 2 DOOR, SEE SCHEDULE HM FRAME CMU WALL CONC. MASONRY BOND BEAM, COORDINATE WITH STRUCTURAL DWGS. 1/4" SHIM BACKER ROD AND SEALANT (ALL SIDES) HM FRAME DOOR, SEE SCHEDULE 16 GA GALV STL. TEE ANCHOR (3 -ANCHORS PER JAMB) CMU a ° 1/4" SHIM SEALANT (ALL SIDES) 1 A4.1 @ CMU WALL SCALE: 3"=l' -O" REF: THE PARK AT RIVER WALK MAINTENANCE FACILITY 11200 STOCKDALE HWY DETAILS AR �V Timothy R. `l Lambert * C. 'Al OF CAN X'f' SHEET N0. A4.1 Z' .16' 999 N. Sepulveda Blvd. Suite 100 EI Segundo, CA 90245 310.416.9660 tel RO.S.SETT,.11 310.416.9650 fax ..�f Wiz.%. ,_,. ... ... ....t•..ha . - 1 DETAILS AR �V Timothy R. `l Lambert * C. 'Al OF CAN X'f' SHEET N0. A4.1 Z' .16' THREE COAT EXTERIOR— PLASTER W/ MIN. 7/8" THICKNESS OVER METAL LATH OVER CONCRETE BLOCK WALL. CONT. WEEP SCREED - 9 1/2' DETAIL A4.2 SCALE: 3"=1'-0" REF: 0 8" 8"X2"X16" PRECAST CAP \ N I I I' I #4 ® 32" O.C. HORIZONTAL I I. 6"X8"X16" CMU BLOCK I Q. EQ, KA X o I Q c I 0 � I " BENDING INTO FOOTING • I I I I FINISHED GRADE I• 1. °a ° pa ° ° #4 ® 16" O.C. — — — — a OR #5 ® 24" O.C. CD a ° °• J a a 2— #4 LONGITUDINAL CONTINUOUS 2'-6" 3 4.2 SECTION_ SCALE: 1"=l'—O" REF: CITY OF BAK RSFIEL-D, CALIFORNIA 5 A4.2 NOT USED SCALE: 1 1 /2 =1 —0 REF: 2 A4.2 NOT USED SCALE: 1"=l'—O" REF: File Name: PUBIC WORKS DEPARTMEN Job No.: 2007-101 Date: 09/28/07 4 A4.2 NOT USED SCALE: 1/2"=1' —0" REF: A4.2 NOT USED SCALE: 1/2-= 1it—on REF: Drawn: THE PARK AT RIVER WALK MAINTENANCE FACILITY Engineer: Checked By. 11200 STOCKDALE HWY ARcy�T �Fo .G Tirnoihy R. Lambe C_ OF CAL\ DETAILS SHEET N0. A4.2 THICKX9 1 /2"WIDE INTEGRAL COLOR CONT. CONCRETE LEDGER W/ SANDBLAST OR ACID WASH FINISH (SEE SPECIFICATIONS) CA N N W CONT. STL REINFORCEMENT PLACE #4 REBAR DOWELS ®20" O.C. INTO PRE DRILLED HOLES SET W/ NON—SHRINK GROUT FULL SIZE COBBLE ROCK W/ MASONRY TIES / 032" O.C. t THREE COAT EXTERIOR— PLASTER W/ MIN. 7/8" THICKNESS OVER METAL LATH OVER CONCRETE BLOCK WALL. CONT. WEEP SCREED - 9 1/2' DETAIL A4.2 SCALE: 3"=1'-0" REF: 0 8" 8"X2"X16" PRECAST CAP \ N I I I' I #4 ® 32" O.C. HORIZONTAL I I. 6"X8"X16" CMU BLOCK I Q. EQ, KA X o I Q c I 0 � I " BENDING INTO FOOTING • I I I I FINISHED GRADE I• 1. °a ° pa ° ° #4 ® 16" O.C. — — — — a OR #5 ® 24" O.C. CD a ° °• J a a 2— #4 LONGITUDINAL CONTINUOUS 2'-6" 3 4.2 SECTION_ SCALE: 1"=l'—O" REF: CITY OF BAK RSFIEL-D, CALIFORNIA 5 A4.2 NOT USED SCALE: 1 1 /2 =1 —0 REF: 2 A4.2 NOT USED SCALE: 1"=l'—O" REF: File Name: PUBIC WORKS DEPARTMEN Job No.: 2007-101 Date: 09/28/07 4 A4.2 NOT USED SCALE: 1/2"=1' —0" REF: A4.2 NOT USED SCALE: 1/2-= 1it—on REF: Drawn: THE PARK AT RIVER WALK MAINTENANCE FACILITY Engineer: Checked By. 11200 STOCKDALE HWY ARcy�T �Fo .G Tirnoihy R. Lambe C_ OF CAL\ DETAILS SHEET N0. A4.2 CONCRETE (CONT) GENERAL (CONT) GENERAL ------- -13. 13. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR 12. SPECIFICATIONS, CODES AND STANDARDS NOTED IN THE CONTRACT DOCUMENTS 1. THE PROJECT SPECIFICATIONS FORM A PART OF THESE GENERAL NOTES. REINFORCEMENT PLACED IN CAST -IN-PLACE CONCRETE: SHALL BE OF THE LATEST APPROVED ISSUE, INCLUDING SUPPLEMENTS, UNLESS MINIMUM OTHERWISE NOTED. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. A. CONCRETE CAST AGAINST A D COVER, INCHES THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR SO 110 PERMANENTLY EXPOSED TO EARTH 13. THE CONTRACTOR SHALL INVESTIGATE SITE FOR FILLED EXCAVATIONS OR BURIED INCONSISTENCIES. ndo►Cl11 B. FORMED CONCRETE EXPOSI'D ..............................................3 TO EARTH OR WEATHER: STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH - 3WAI IM 6 THROUGH 18 BARS ...................... STRUCTURES ARE FOUND, ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. 3. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. Rt�SSETTI REVISIONS #5 BAR, W31 ORD 1 WIRE, AND SMALLER....................1 1/2 14. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS 4. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL No. DATE DESCRIPTION C. CONCRETE NOT EXPOSED T WEATHER OR IN CONTACT OR ROOFS. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. NOTES AND TYPICAL DETAILS. WHERE NOTES AND DETAILS ON DRAWINGS WITH GROUND: SLABS, WALLS AND JOISTS PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT AND THESE GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH #14 AND #18 BARS 1 1/2 ATTAINED DESIGN STRENGTH OR WHERE OVERLOAD IS ANTICIPATED. THE PROJECT SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY. #11 BAR AND SMALLER ......................................... ,.............. ...................................................1 15. DESIGN LIVE LOADS: CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR WORK. BEAMS, COLUMNS AND WALL JAMBS PRIMARY REINFORCEMENT, TIES, STIRRUPS, AREA DESIGN LIVE LOAD REMARKS 5. ALL WORK SHALL CONFORM TO THE STANDARDS OF THE CALIFORNIA BUILDING CODE, AND SPIRALS: ROOF AREAS 20 PSF REDUCIBLE 2001 EDITION, #3 THROUGH #11..... #14 AND #18 BARS ............................. 1 /2 MECH L AREAS 50 PSF OR ACTUAL EQUIPMENT WT REDUCIBLE AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY . ..............................."""""""""""'2 PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DEPARTMENT 14. ALL REINFORCING BARS, ANCHOR OLTS AND OTHER CONCRETE INSERTS 16. THE LATERAL SYSTEM OF THE STRUCTURE IS DESIGNED WITH LATERAL OF INDUSTRIAL RELATIONS, DIVISION OF OCCUPATIONAL SAFETY AND HEALTH SHALL BE WELL SECURED IN POS TION PRIOR TO PLACING CONCRETE. RESTRAINT AT THE GROUND FLOOR. STRUCTURAL FRAMES ARE NOT LATERALLY (DIRDOSH), AND THOSE CODES AND STANDARDS LISTED IN THE CONTRACT SELF SUPPORTING UNTIL THE ENTIRE DESIGN LATERAL RESTRAINT FLOOR AND DOCUMENTS. 15. PROVIDE SLEEVES FOR PLUMBING ND ELECTRICAL OPENINGS IN CONCRETE STRUCTURAL WALLS BELOW ARE IN PLACE. BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. 6. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE CHECKING AGENCY CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS SHOWN. NOTIFY THE 17. CODE LEVEL DESIGN LATERAL LOAD CRITERIA PRIOR TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL STRUCTURAL ENGINEER IN ADVANC OF CONDITIONS NOT SHOWN ON THE WIND: ZONE =70 MPH EXPOSURE =C I =1.0 BE FOLLOWED. DRAWINGS. SEISMIC: ZONE =4 SITE SOIL TYPE =Sb I =1.0 R=4.5 7. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: 16. CONDUIT OR PIPE SIZE (O.D.) SHALL NOT EXCEED ONE THIRD OF SLAB THICKNESS AND SHALL BE PLACEC BETWEEN THE TOP AND BOTTOM REINFORCING, UNLESS SPECIFICALLY DETAILED 0 HERWISE. CONCENTRATIONS OF CONDUITS CONCRETE A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS. OR PIPES SHALL BE AVOIDED EXC PT WHERE DETAILED OPENINGS ARE PROVIDED. B. SIZE AND LOCATION OF ALL NON-BEARING PARTITIONS. 1. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL C. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, 17. PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED CONFORM TO THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE', SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, WITH A 3/4 IN. CHAMFER, UNLES OTHERWISE NOTED ON ARCHITECTURAL ACI 318, WITH MODIFICATIONS AS NOTED IN THE CONTRACT DOCUMENTS. GROOVES, INSERTS, ETC. DRAWINGS. D. EXTERIOR WALL SYSTEM. 2. SCHEDULE OF STRUCTURAL CONCRETE 28 -DAY STRENGTHS & TYPES: E. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS. 18. CURING COMPOUNDS USED ON C NCRETE TO RECEIVE A FINISH SHALL BE F. STAIR FRAMING AND DETAILS. APPROVED BY THE FINISH APPLICATOR BEFORE USE. LOCATION IN STRUCTURE STRENGTH PSI TYPE G. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. CONCRETE SLAB ON GRADE 3000 HARDROCK 8. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE CONCRETE FOUNDATIONS 3000 HARDROCK FOLLOWING: A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL, ROOF AND 3. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE II, LOW ALKALI. FLOOR OPENINGS, ETC., NOT SHOWN OR NOTED. B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND 4. AGGREGATE FOR HARDROCK CONCRETE - C-33. EXCEPTIONS MAY BE USED SLABS. ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER. C. ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBING EQUIPMENT TO THE STRUCTURE. 5. THE CONCRETE SLAB THICKNESS SHALL BE MAINTAINED UNLESS OTHERWISE D. ANCHOR BOLTS FOR MOTOR MOUNTS. SHOWN. E. SIZE, WEIGHT, AND LOCATION OF MACHINES AND EQUIPMENT BASES. 6. DRY PACK OR NON SHRINK GROUT UNDER BASEPLATES, SILL PLATES, ETC., SEE CONTRACT DOCUMENTS. 9. MECHANICAL AND ELECTRICAL LOADS MAY BE SUPPORTED FROM BEAMS. CONTRACTOR SHALL PROVIDE AND INSTALL ALL ANCILLARY MEMBERS INCLUDING 7. CONCRETE MIXING OPERATION, ETC., SHALL CONFORM TO C-94. BUT NOT LIMITED TO BEAMS, COLUMNS, POSTS, FOOTINGS, STIFFENERS, GUSSETS, KICKERS, BRACES, ETC. . 8. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 304 AND CONTRACT DOCUMENTS. SANDBLAST ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE 10. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO PLACED. NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 11. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, 4 0•r ETC., LARGER THAN 6 INCHES NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT� WHICH ARE LOCATED IN STRUCTURAL MEMBERS. 1.3 rte. ml w N 3 P..:6 0.9 OFC Z g JOHN A. MARTIN +' & ASSOCIATES Structural Engineers 950 S. Grand Avenue Q Los Angeles, Calif. 90015 Phone (213) 483-6490 Fax (213) 483-3084 Job #11868-71 CITY OF BAKE SFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: Drawn: JS THE PARK AT RIVER WALK MAINTENANCE FACILITY GENERAL NOTES SHEET NO. Job No.: 2007-101 Engineer: CH Date: 09/28/07 Checked By. 112M STOCKDALE HW S O.1 TIMBER NOTES (CONCRETE BLOCK) MASONRY (CONCRETE BLOCK) FOUNDATION 7. BOLTS: 1. CONCRETE BLOCK SHALL BE HOLLOW LOAD-BEARING CONCRETE MASONRY 1. FOUNDATION DESIGN BASED ON SOIL REPORT BY THE FOLLOWING COMPANY: UNITS CONFORMING TO C90 GRADE N, NORMAL WEIGHT. USE OPEN END FURGO WEST, INC. DATED JUNE 22 2007 AND ALL SUBSEQUENT ADDENDA. s�1o0 A. ALL BOLTS SHALL CONFORM TO ASTM A307, GRADE A. UNITS FOR ALL EXTERIOR WALLS, AND BOND BEAM UNITS AT HORIZONTAL REINFORCING. COPIES ARE AVAILABLE FOR REVIEW AT THE ARCHITECT'S OFFICE. 0 C� NIM 3W Mi R��M� B. ALL ANCHOR RODS (ANCHOR BOLTS) SHALL CONFORM TO ASTM F1554, GRADE 36. 2. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 2. FOOTING DESIGN BASED ON ALLOWABLE SOIL PRESSURE OF 2000 PSF. BOTTOM OF FOOTINGS TO BE A MINIMUM OF 1 FEET BELOW LOWEST REVISIONS C. BOLT HOLES SHALL BE 1/16 1 CH LARGER THAN THE BOLT SIZE. RETIGHTEN 3. MORTAR MIX SHALL CONFORM TO REQUIREMENTS FOR TYPE S AND PROJECT ADJACENT FINISHED FLOOR OR GRADE. No. DA TE DESCRIPTION ALL NUTS PRIOR TO CLOSING IN. SPECIFICATIONS. MORTAR SHALL ATTAIN A COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. ADMIXTURE SHALL BE SIKA RED LABEL. 3. CONTRACTOR TO PROVIDE FOR DE -WATERING OF EXCAVATIONS FROM EITHER D. STANDARD CUT WASHERS SHALLBE USED UNDER BOLT HEADS AND NUTS AGAINST SURFACE WATER, GROUND WATER OR SEEPAGE. WOOD. 4. GROUT SHALL CONFORM TO REQUIREMENTS FOR COARSE GROUT. GROUT SHALL ATTAIN A COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS. 4. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL 8. LAG SCREWS: ADMIXTURE SHALL BE SIKA GROUT AID. CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN THE A. ALL LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.6.1 WITH 5. ADMIXTURES SHALL BE ADDED TO MORTAR OR GROUT RESPECTIVELY PER EARTH BANKS. FOLLOWING MINIMUM BENDING flELD STRENGTH: MANUFACTURER'S RECOMMENDATIONS. 5. EXCAVATION AND COMPACTING IF REQUIRED, SHALL BE APPROVED BY THE GOVERNING AGENCY AND THE FOUNDATION ENGINEER PRIOR TO PLACING 6. PROVIDE A MINIMUM OF ONE BAR DIAMETER (1/2 INCH MINIMUM) GROUT THE CONCRETE AND REINFORCING. FOUNDATION ENGINEER TO SUBMIT LAG SCREW DIAMETE YIELD STRENGTH (Fyb) BETWEEN MAIN REINFORCING AND MASONRY UNITS. LETTER OF COMPLIANCE TO OWNER. (INCH) (PSI) Y4 70,000 7. LOW -LIFT CONSTRUCTION; MAXIMUM GROUT POUR HEIGHT IS 4'-8". 6. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE 5/16 60,000 BACKFILL BEHIND RETAINING WALLS BEFORE WALLS HAVE ATTAINED FULL GREATER THAN OR 45,000 8. HIGH -LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH DESIGN STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING EQUAL TO 3/8 CHAPTER 21 OF THE GOVERNING CODE. AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. B. ALL LAG SCREWS EXCEPT SIM PS ON SDS SCREWS SHALL BE PREDRILLED. 9• ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS AND INSTALLATION DRILL DIAMETER SHALL BE 60 OF THE SHANK DIAMETER. UNLESS NOTED OTHERWISE. OF SUCH BRACING. 10. CELLS SHALL BE IN VERTICAL ALIGNMENT. DOWELS IN FOOTINGS SHALL 7. FOOTINGS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS SHOWN BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. ON DRAWINGS. SHOULD SOIL ENCOUNTERED AT THESE DEPTHS NOT BE 9. CONNECTOR REFERECES, UNLESS NOTED OTHERWISE, ARE FROM THE LATEST EDITITON APPROVED BY THE FOUNDATION ENGINEER, FOOTING ELEVATIONS WILL BE OF SIMPSON STONG-TIE CATALOG. APPROVED EQUALS SHALL HAVE MATCHING 11. REFER TO ARCHITECTURAL DRAWING FOR SURFACE AND HEIGHT OF UNITS, ALTERED AS REQUIRED. ICC -ES RATINGS AND USED WITH PR OR APPROVAL OF THE ARCHITECT OR THE LAYING PATTERN AND JOINT TYPE. STRUCTURAL ENGINEER. 8. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA 12. ASSUMED ULTIMATE COMPRESSIVE STRENGTH OF COMPLETED MASONRY WALL SHALL BE MECHANICALLY COMPACTED IN LAYERS, IN ACCORDANCE WITH SOIL A. WHERE MORE THAN ONE TYPE OF FASTENER IN THE REFERENCE SERIES IS 1500 PSI U.N.O. REPORT. FLOODING WILL NOT BE PERMITTED. IS SCHEDULED FOR A JOIST OR RAFTER THE CONTRACTOR SHALL SUPPLY 13. REINFORCING STEEL SHALL BE AS INDICATED ON PLAN AND/OR DETAILS. THE FASTENER WITH THE GREATEST CAPACITY. MINIMUM LAP SPLICE SHALL BE 48 BAR DIAMETERS, TYPICAL, UNO. 9• ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. B. WHERE THERE ARE A NUMBER OF NAILING ALTERNATIVES LISTED IN 14. VERTICAL WALL REINFORCING SHALL BE PLACED CONTINUOUS FROM FLOOR TO THE MAUFACTURER?S CATALOG FOR A PERTICULAR CONNECTOR, THE NAILING FLOOR OR FLOOR TO ROOF UNLESS SHOWN OTHERWISE OR WRITTEN APPROVAL 10. ALL EARTHWORK SHALL BE DONE IN ACCORDANCE WITH SOILS REPORT ALTERNATIVE PROVIDING THE HIGHEST LOAD CAPACITY SHALL BE USED TO SPLICE BARS IS GIVEN BY STRUCTURAL ENGINEER. RECOMMENDATIONS. UNLESS NOTED OTHERWISE. 15. ALL ISOLATED BOLTS EMBEDDED IN MASONRY SHALL BE GROUTED SOLIDLY C. ALL NAIL HOLES IN THE CONNECTOR SHALL BE FILLED WITH PROPER IN PLACE WITH NOT LESS THAN 1" OF GROUT SURROUNDING THE BOLT NAILS UNLESS NOTED OTHERWISE ELSEWHERE. (INCLUDING TRIANGULAR CLUSTERS OF BOLTS SHALL BE GROUTED AS A UNIT WITH A MIN OF 2" OF REINFORCING STEEL HOLES IN "HU" HGR.) GROUT SURROUNDING EACH BOLT. MINIMUM SPACING BETWEEN BOLTS INA 1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE D. USE NAILS AT ALL "MST" STRAP HOLES. UNO. CLUSTER SHALL BE 8 DIAMETERS. WITH THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' (ACI -318), AND THE 'MANUAL OF STANDARD PRACTICE FOR REINFORCED 10. NAILING SCHEDULE: CONCRETE CONSTRUCTION' BY THE C.R.S.I. AND THE W.C.R.S.I., OR AS TIMBER NOTES MODIFIED BY THE CONSTRUCTION DOCUMENTS. NAILED CONNECTIONS SHALL CONFORM TO THE MINIMUM NAILING SCHEDULE BELOW, UNLESS NOTED OTHERWISE. ALL NAILS SHALL BE COMMON WIRE NAILS. 1. FRAMING LUMBER SHALL BE DOUGL FIR LARCH IN ACCORDANCE WITH WEST 2. REINFORCING BARS - A-615 GRADE 60 OR A-706 GRADE 60 UNLESS NOTED WHERE DRIVING OF NAILS CAUSES SPLITTING, HOLES FOR THE NAILS SHALL BE COAST LUMBER INSPECTION BUREAU GRADING RULE NO. 17 OF FOLLOWING OTHERWISE. PREDRILLED. GRADES UNLESS NOTED OTHERWISE: A. JOISTS OR RAFTERS TO SIDES OF STUDS, OR RIM JOISTS TO JOISTS: ALL FRAMING LUMBER SHALL BE GRADE MARKED DOUGLAS FIR -LARCH (GRADING 3. WELDING OF REINFORCEMENT SHALL BE WITH LOW HYDROGEN ELECTRODES IN 'RECOMMENDED 1. 8 INCH JOISTS OR LESS FACE NAILS CONFORMANCE WITH PRACTICES FOR WELDING REINFORCING ( END NAILS AT RIM JOIST) ..................... 3-16d NAILS RULE N0. 17) . MAXIMUM ALLOWABLE MOISTURE CONTENT SHALL BE 1 �. STEEL, ETC.,' AMERICAN WELDING SOCIETY, AWS -D1.4. 2. FOR EACH ADDITIONAL 4 INCHES A. JOISTS & PLANKS: NO. 1 (Fb=1000 PSI). IN DEPTH OF JOIST ............................ 1-16D NAILS B. BEAMS AND STRINGERS: NO. 1 (Fb=1350 PSI) . 4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. B. JOISTS OR RAFTERS AT ALL BEARING, C. POST AND TIMBERS: NO. 1 (Fb=1200 PSI). TOE NAILS EACH SIDE ................................ 2-10D NAILS D. STUDS: NO. 1 (Fb=1000 PSI) . 5. WELDED WIRE FABRIC - A-185. C. RIM JOIST TO PLATE, TOE NAILS .....................16D @ 16" E. ALL OTHER LUMBER: CONSTRUCTION GRADE (Fb=1000 PSI). D. BEAM OR GIRDER TO POST, TO E. BLOCKING BETWEEN JOISTS, RAFTERS NAILS ........ ......... 4-16D NAILS OR STUDS: F. GLUED -LAMINATED TIMBER: COMBINATION 24F -V8 (Fb=2400 PSI). 6. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES, OR ONE FULL 4 Ess . 1. TO JOIST, RAFTER OR STUD, MESH PLUS TWO INCHES, WHICHEVER IS GREATER. TOE NAILS EACH END ........................... 2-10D NAILS 2. MAXIMUM MOISTURE CONTENT OF ALL FRAMING LUMBER INCLUDING TREATED SILL 2. TO JOIST OR RAFTER BE RINGS, PLATES AT TIME OF ERECTION SHALL NOT EXCEED BE 19%. 7. REINFORCING SPLICES SHALL BE, MADE AS INDICATED ON THE DRAWINGS.; TOE NAILS EACH SIDE ..........................2-10D NAILSw �. F. CROSS -BRIDGING TO JOIST OR RAFTER, 3. ALL SILL PLATES RESTING ON CONCRETE SLAB ON GRADE AND FOUNDATION SHALL 8. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME �� TOE NAILS EACH END..... ........................... 2-8D NAILS BE PRESSURE TREATED DOUGLAS FIR. GRADE, SIZE AND SPACING AS THE VERTICAL REINFORCING, RESPECTIVELY, G. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL........ 16D @ 16" UNLESS NOTED OTHERWISE. pF CAL'+ H. POST TO PLATE, TOE NAILS .............. ......... ...4-16D NAILS I. DOUBLE TOP PLATES (MINIMUM 4 FEET LAP AT SPLICES) 4. ALL PLYWOOD SHALL BE STRUCTURAL I CONFORMING TO PRODUCT STANDARD PS1. 9• ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN 1. LOWER PLATE TO TOP OF STUDS, END NAILS ....... 2-16D NAILS USE PLYWOOD NAILS SAME GAUGE OR LARGER AS COMMON WIRE NAILS, WITH THE FINAL IN-PLACE INSPECTION IS MADE. 2. UPPER PLATE TO LOWER pLATE, FACE NAILS....... 16D @ 16" LENGTHS AT LEAST EQUAL TO PLYWOOD THICKNESS PLUS REQUIRED PENETRATION 3. LAPS AT CORNERS AND INTERSECTIONS, PER TYPICAL NAILING SCHEDULE DETAIL. FACE NAILS...................................2-16D NAILS Z JOHN A. MARTIN 4. AT EACH SIDE OF THE 4 FEET MINIMUM 5. DO NOT NOTCH OR DRILL WOOD MEMBERS EXCEPT WHERE SHOWN IN DETAILS. & ASSOCIATES LAP SPLICE...................................8-16D NAILS OBTAIN ENGINEER'S APPROVAL FOR ANY HOLES OR NOTCHES NOT DETAILED. Structural EngineersT11 CC 950 S. Grand venue J. DOUBLE STUDS OR BUILT-UP CORNER STUDS, Q Los Angeles, Calif. 90015 FACE NAILS ........................................ K. STUDS TO BEARINGS, TOE NAI ' 16D @ 24" S EACH SIDE............ 2-10D NAILS 6. ALL FRAMING MEMBERS SHALL BE ERECTED WITH NATURAL OR BUILT-IN CAMBER Phone (213) 483-6490 � Fax (213) 483-3084 L. DOUBLE JOISTS, RAFTERS OR EADER..................16D @ 16" UP UNLESS NOTED OTHERWISE. Job #118683- -71 M. RIBBONS TO STUDS -ONE INCH RIBBONS (1X4 MIN.) ...... 2-8D NAILS -TWO INCH RIBBONS (2X4 MIN.) ..... 2-16D NAILS I. DIAGONAL LET -IN BRACE TO EACH (1X6 MIN.) STUD AND PLATE, FACE........... ......................3-8D NAILS CITY OF BAKE SFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: Drawn: JS THE PARK AT RIVER WALK MAINTENANCE FACILITY GENERAL NOTES SHEET NO. Job No.: 2007-101 Engineer: CH Date: 09/28/07 Checked By. 11200 STOCKDALE HWY S O.2 GLUE LAMINATED BEAMS STRUCTURAL STEEL AND MISCELLANEOUS METAL 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN 1. ALL GLU—LAM BEAMS SHALL BE DOUGLAS FIR—LARCH (AITC 117) COMBINATION 24F—V8 ACCORDANCE WITH THE AISC SPECIFICATION FOR THE DESIGN, (240OFb). THE TOP AND BOTTOM LAMINATIONS FOR 1/8 THE BEAM DEPTH + ONE LAM FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS SHALL HAVE 6EMINIMUM END JOIST SPACING IN ADJACENT LAMINATIONS PER 2001 onILSwA" ohd (LATEST EDITION AND SUPPLEMENTS). CBC CHAPTER 23 DIVISION III, PART 1, 2316 SECTION 5.4.6. � CA — 2. OTHER ROLLED SHAPES AND PLATES —ASTM A36 FY 36000 PSI. ( — ) 2. THE MAXIMUM MOISTURE CONTENT OF WOOD AT THE TIME OF GLUING SHALL NOT EXCEED « 310v41�iv00A�nt 10%. REVISIONS 3. STEEL TUBES — ASTM A500, GRADE 'B' (FY = 46000 PSI). 3. ALL STRUCTURAL GLUE LAMINATED TIMBER SHALL BE STAMPED WITH THE APPROPRIATE No. DATE DESCRIPTION IDENTIFYING MARK OF AN APPROVED INSPECTION AGENCY. 4. BOLTS — ASTM A307, EXCEPT AS NOTED. 5. ANCHOR BOLTS — ASTM F1554 GRADE 36. 6. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR DEFERRED APPROVALS ARCHITECT'S REVIEW BEFORE FABRICATION. THE STRUCTURAL DRAWINGS INDICATE DESIGN INFORMATION FOR 7. BOLT HOLES IN STEEL SHALL BE 1/16 INCH LARGER IN DIAMETER THAN ELEMENTS OF THE BASE BUILDING STRUCTURE THAT HAVE BEEN NOMINAL SIZE OF BOLT USED, UNLESS NOTED OTHERWISE. DESIGNED. DEFERRED APPROVAL IS REQUIRED FOR THE FOLLOWING 4 / ELEMENTS: 8. ALL WELDS SHALL BE PREQUALIFIED IN CONFORMITY WITH THE CODE FOR WELDING IN BUILDING CONSTRUCTION (AWS D1.1) OF THE AMERICAN WELDING DESIGN OF PREFABRICATED WOOD TRUSSES SOCIETY. ELECTRODES TO BE E70 SERIES UNLESS NOTED OTHERWISE. COMPLETE JOINT PENETRATION WELDS BETWEEN BEAM/GIRDERS AND COLUMNS SHALL BE MADE WITH SHIELDED METAL ARC WELDING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE THE 9. WELDING OF SHEET METAL AND METAL STUDS SHALL BE IN ACCORDANCE DESIGN SERVICES OF STRUCTURAL ENGINEERS LICENSED IN THE WITH CHAPTER 22 OF THE UBC AND AWS D1.3 RESPECTIVELY. STATE OF CALIFORNIA TO DESIGN AND DETAIL ALL INFORMATION REQUIRED TO CONSTRUCT THESE VARIOUS ELEMENTS, AND TO OBTAIN 10. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH ALL NECESSARY OWNER AND BUILDING DEPARTMENT APPROVALS OF REQUIRED. WELD SIZE SHALL BE AISC MINIMUM UNLESS A LARGER THESE ELEMENTS AFTER REVIEW BY THE BASE BUILDING DESIGN SIZE IS NOTED. CONSULTANTS. 11. WELDING TESTS AND INSPECTIONS — SEE SPECIFICATION. THE DESIGN SHALL BE BASED ON THE GOVERNING BUILDING CODE AND ANY OTHER PARAMETERS INCLUDED IN THE CONTRACT DOCUMENTS. PROVIDE DESIGN AND DETAILS OF ALL ANCILLARY MEMBERS 12. ALL STRUCTURAL STEEL SURFACES TO BE WELDED OR HIGH—STRENGTH INCLUDING , BUT NOT LIMITED TO, FOOTINGS, COLUMNS, BEAMS, BOLTED, TO BE ENCASED IN CONCRETE, TO RECEIVE SPRAY—APPLIED KICKERS, BRACKETS, STIFFENERS, GUSSETS, ETC. AS WELL AS THE FIREPROOFING, OR TO BE ENCLOSED BY FINISH MATERIALS SHALL BE LEFT UNPAINTED. ATTENDANT CONNECTIONS AS REQUIRED BY THE BASE BUILDING STRUCTURAL ENGINEER TO SUPPORT TORSIONAL AND OTHER LOADS NOT 13. ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL EXPOSED TO WEATHER ANTICIPATED IN THE BASE BUILDING DESIGN THAT ARE TO BEIMPOSED SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. ALL HDG METAL TO BE ON THE STRUCTURE. CONTRACTOR IS ALSO TO DESIGN AND TOUCHED UP WITH GALVALOID PAINT. SUPPLY ANY ADDITIONAL ELEMENTS NECESSARY TO BRING LOADS FROM THE DEFERRED APPROVAL ITEMS TO THE STRUCTURAL ELEMENTS SHOWNON 14. THE CONTRACTOR SHALL REVIEW ALL WELDING DETAILS FOR ACCESSIBILITY. STRUCTURAL PLANS. THE CONTRACTOR SHALL BEAR ANY AND ALL ANY WELD INDICATED AS A SHOP WELD MAY BE WELDED IN THE FIELD WITH COSTS RELATED TO THE DESIGN AND APPROVAL OF THESE ITEMS. APPROVED WELD PROCEDURES AND INSPECTION. ANY WELD INDICATED ASA DEFERRED APPROVAL SHOP DRAWINGS SUBMITTED TO THE BASE FIELD WELD MAY BE SHOP WELDED WITH APPROVED WELD PROCEDURES AND INSPECTION. BUILDING STRUCTURAL ENGINEER MUST INCLUDE ALL REACTIONS ON THE BASE BUILDING AND WILL BE REVIEWED ONLY AS THESE REACTIONS AFFECT THE BASE BUILDING. THE ACTUAL DESIGN OF THE DEFERRED APPROVAL . ITEM WILL NOT BE REVIEWED BY THE BASE BUILDING STRUCTURAL ENGINEER STRUCTURAL OBSERVATION 1. STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE STRUCTURAL SYSTEMS SPECIAL INSPECTION AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETED STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS 1. SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR, AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT APPROVED BY THE ARCHITECT AND THE CHECKING AGENCY, SHALL BE WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED REQUIRED FOR THE FOLLOWING TYPES OF WORK. SEE PROJECT OF THE BUILDING INSPECTOR OR THE DEPUTY INSPECTOR. SPECIFICATIONS FOR SPECIFIC REQUIREMENTS. 2. THE OWNER SHALL EMPLOY A CIVIL OR STRUCTURAL ENGINEER SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS OR ARCHITECT TO PERFORM THE STRUCTURAL OBSERVATION. THE DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED ENGINEER OR ARCHITECT SHALL BE REGISTERED OR LICENSED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT IN THE STATE OF CALIFORNIA. SPECIAL INSPECTION. 3. THE STRUCTURAL OBSERVER SHALL PERFORM SITE VISITS AT CONCRETE THOSE STEPS IN THE PROGRESS OF THE WORK THAT ALLOW FORX1.0 _ CORRECTION OF DEFICIENCIES WITHOUT SUBSTANTIAL EFFORT COMPRESSIVE STRENGTH WHERE GREATER THAN 2000 PSI IS SPECIFIED.�p�'�' OR UNCOVERING OF THE WORK INVOLVED. AT A MINIMUM, THE PLACING OF REINFORCING STEEL FOLLOWING SIGNIFICANT CONSTRUCTION STAGES REQUIRE A N 3 SITE , VISIT AND AN OBSERVATION' REPORT FROM THE WELDING P.. STRUCTURAL OBSERVER. STRUCTURAL STEEL OR REINFORCING. �r a CONSTRUCTION STAGES ELEMENTS/CONNECTIONS TO BE OBSERVED STRUCTURAL MASONRY a) REBAR FOR CMU WALLS. b) STRUCTURAL STEEL DURING ERECTION. COMPACTED FILL. c) STRUCTURAL STEEL AFTER ERECTION. Z JOHN A. MARTIN & ASSOCIATES Structural Engineers cc 950 S. Grand Avenue Q Los Angeles, Calif. 90015 Phone (213) 483-6490 12 Fax (213) 483-3084 Job #11868-71 s CITY OF BAKE SFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: Drawn: JS THE PARK AT RIVER WALK MAINTENANCE FACILITY GENERAL NOTES SHEET NO. Job No.: 2007-101 Engineer: CH Date: 09/28/07 Checked By. 112M STOCKDALE HWY S 0.3 -------------------- 10 -0 MINGROUND 2 LINE ° 5 ' MAX SLEEVE OD 0p 6 ° FOOTING FINIS III— GRADE I• ° : BACKFILL a' 0 PER SPECS IS 1/3 OF FTG e THICKNESS. d .. °.. ° a mIL&WAS�.tiil t CA am BOT OF ELEV -IT— i I �. I FTG �� 2 -6 \ TRENCH 0 7 a z � � �c RO�SSETTI EXISTING UTILITY, SEE 4 MIN �Q 1 EXCAV _ ° = 2 ; °. : a ft REVISIONS CIVIL DRAWINGS FOR - - SIZE & LOCATION. WHERE BOTTOM OF TRENCH 1 4 No. DA TE DESCRIPTION 1 EXCAVATION EXTENDS BELOW\\ 2 THIS LINE, FILL BELOW ° SEE NOTE 4 / CONTRACTOR TO LOCATE �� \ I SCHEDULED BOTTOM OF9 \ FOOTING WITH CONC AS SHOWN. \ CO SECTION A A 9» 9» COMPACTED FILL AS APPROVED \ \ SWEEP & RISER THRU FOOTING G BOTTOM OF FOOTING ELEVATION \� TO AVOID SURCHARGING ON BY FOUNDATION ENGINEER \ 0 4'-0" MAX 3 \ NOTES: PERPENDICULAR TO FOOTING EXISTING SUBGRADE UTILITIES. , - PARALLEL TO FOOTING \ I 1ODO NOT PASS PIPES UNDER OR THROUQWRAPGH ISOLATED SPREAD FOOTINGS. PIPE WITH /2 MINIMUM INSULATION FOAM WHERE �-�`� \ Q PROVIDE SLEEVES FOR ALL PIPES PASSING TROUGH CONCRETE WITH CONDUIT OR PIPES PIERCE AND SWEEP UP THRU FOOTING. ©ADD 1-#3x3'-0" EACH SIDE. \ ID 2" LARGER THAN PIPE. QCLEARANCE BETWEEN ADJACENT SLEEVES SHALL BE NOT LESS THAN DIA 70ADD REINF TO MATCH MAIN REINF WHERE BAR IS CUT AT OF LARGER SLEEVE OR 6" MINIMUM. CHASE LAP W/ MAIN REINF PER SCHEDULE ON EA SIDE ® FOR PIPES BELOW FOOTINGS, EXCAVATE AS SHOWN AND FILL WITH CONCRETE. OF CHASE. FOOTING PARALLEL TO EXISTING UTILITY 2 PIPE TRENCHES AND PENETRATIONS AT FOOTINGS AND GRADE BEAMS THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING, SHEATHING OR OTHERWISE MAINTAINING THE SIDES OF THE EXCAVATION FROM CAVE-INS ®THE TERMS "PIPES" & "CONDUITS" ARE SYNONYMS. UNTIL ALL BACKFILL IS COMPLETED. FOOTING DOWELS SHALL MATCH 1ST POUR 2ND POUR FOR PIPES IN THIS AREA WALL REINFORCING IN GRADE, SIE HORIZ LAP PIPE THRU LOWER FOOTING SO PIPES AND NUMBER SPLICE FOOTING WALL PASS THRU FTG WALL FOOTING 71/2" HIGH CONT KEYS AT 15" REINFORCING SHALL MATCH If LONGITUDINAL FOOTING BARS z IN SIZE AND NUMBER 0 N 2d MIN 1 1/2" �I�IIIEd co _ o - 1:6 MAX z SLOPE '�' w d 3" � x LAP SPLICE SEE DETAIL V) 0 MI BAR _ COVE ' SECTION EQUAL u �„_,,,_, -"����-,,,�, SLEEVES 2" LARGER D OF SLEEVE NOTE: WELDED SPLICES REQ'D FOR #14 & LARGER BARS. THAN OD OF PIPES D+1'-6" 3'-0" MIN WHERE CONT FOOTING IS UNDER A WALL, LOCATE NOTE: FOR PIPES 3'-0" OR LESS BELOW FTG HORIZ LAP CONSTRUCTION JOINT AT 1/4 OF THE CLEAR OPENING PROVIDE SLEEVE AND CONCRETE AS SHOWN SPLICE � WHE E SHOWN ON PLAN WIDTH ABOVE FROM FACE OF OPENING, OR IN MORE THAN 3'-0" COMPACT BACKFILL OVER PIPE INDICAT S THE POINT OF MIDDLE 1/3 OF THE DISTANCE BETWEEN COLUMNS. TO 90% AS APPROVED BY SOILS ENGINEER, OR STEPPED FOOTING STEPPE FOOTING 6 CONTINUOUS FOOTING CONSTRUCTION JT 5 USE STEPPED FOOTING BELOW PIPE. EXCAVATION PERPENDICULAR TO FOOTING 4 3 6t OR 1'-6" IN TOOLED JOINT HORIZ STARTER WALL. AFTER SET, CONTINUE 50% OF LAP 3 EQUAL SPACES CLEAN TO REMOVE LAITANCE DEPRESSION t TRANSVERSE REINF THROUGH JOINT CONTINUOUS AND SCUM SEE NOTE 4 =_,111,;,111,;,1 �- CLEAN OUT SEE NOTE 4. CURB WHERE SHOWN SEE SECTIONS TYP REINF ~ 1'-0" 6" 1'-0" FINISH GRADE OR SLAB, SEE PLANS` ����������' NN- PFOVIDE 90' HOOK WHERE AND SECTIONS.®��``�p MIN t XCEEDS 2" MIN —11/2" CONSTRUCTION JOINT _ _6" � N, � NOTES II ° — P.. 6 0.9 �, FIN GRADE OR- CO T SAW -CUT WITHIN 12 Y4 DEEP TOOLED.. 1. FOOTING POURED AGAINST EARTH ARE SUBJECT TO APPROVAL, I I e•d d A JI I—� I I -f � PAVING-SEE1/,,-2-#4 HOURS OF PLACING JOINT WITH ya MAX OF GEO-TECHNICAL ENGINEER ° 2x10 TYP e �FOAL"+Fa PLANS CONCR E (ALTERNATE) EDGE RADIUS 2. FORMWORK NOT PERMITTED BELOW GRADE UNLESS FULLY FORMED. d ° ° . CUT BACK SPALL C) z Lll1,;111y;1 ,III,,ll1_, II „111,;,1=_,III ;,III ,I 3. FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INTO NEAT e NEAT CUT TRENCH TYP REINF EXCAVATIONS PROVIDED THE FOUNDATION TRENCH WALLS ARE FOOTING WIDTH Z g & ASSOCIATES CONTROL JOINT (WHERE CONTINUOUS POUR IS USED) STABLE AS DETERMINED BY THE GEO-TECHNICAL ENGINEER. THE MIN FORMWORK SHOWN ON THE DRAWINGS IS MANDATORY TO INSURE SHOWN ON DOGS — �" Structural Engineers cc 950 S. Grand Avenue 8" IN CLEAN EXCAVATIONS IMMEDIATELY PRIOR TO AND DURING THE Q Los Angeles, Calif. 90015 PLACING OF CONCRETE. Phone (213) 483-6490 Fax (213) 483-3084 Job #11868-71 4. STAKES NOT PERMITTED IN THE FTG AREA. DEPRESSED SLAB AND SLA EDGE g JOINTS IN SLAB ON GRADE g FOOTING POURED AGAINST EARTH 7 CITY OF BAK RSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: Drawn: Js THE PARK AT RIVER WALK MAINTENANCE FACILITY WPIM DETAILS SHEET NO. Job No.: 2007-101 Engineer: CH Date: 09/28/07 Checked By. 11200 STOCKDALE Wff S 0.4 `7,-���_i NOTE: ALL WELDS SHALL BE MADE -� --�-- - -v p WITH LOW HYDROGEN RODS. PREHEAT ' PER AWS D1.4. SEE SPECIFICATIONSN D 4d ,OR FOR WELDING AND REBAR REQUIREMENTS. NOT TO EXCEED Sspxdo6 CA =1110. . -I,- .-4= 2y2 MIN. SIZE OF WELD - 1 I - . .. .- 90' HOOK 180' HOOK +Y$ �ft ROSSE'tTl NOTE: FOR D ETC SEE 1 0- INTERNAL FILLET WELD REVISIONS ACI -318 CODE ""— I No. DA TE DESCRIPTION GOVERNING EDITION. MAX OFFSET BEND BASE PL - ANCHORAGE, ETC. — - — ANCHOR PL, PRINCIPAL REINFORCING ANGLE, FLANGE, ETC. EXTERNAL FILLET WELDS D /,a4 A4"k41K1 6d 135' HOOKS 45 I NOTE: CHIP, GRIND OR GOUGE TO SOUND :.� - TIE OR STIRRUP Al METAL BEFORE NOTES: 1. ALL BENDS SHALL BE MADE COLD WELDING OTHER SIDE ANGLE PLATE 2. #14 & #18 BARS SHALL BE BEND—TESTED COMPLETE JOINT PENETRATION FLARE BEVEL GROOVE WELD AND APPROVED PRIOR TO BENDING GROOVE WELD 2 BAR BENDS 1 REINFORCING BAR WELDS - BAR TO PLATE OR STEEL SHAPE % 3 K6 0.9 ti ZJOHN A. MARTIN & ASSOCIATES Structural Engineers 950 S. Grand Avenue Q Los Angeles, Calif. 90015 Phone (213) 483-6490 0 Fax (213) 483-3084 Job #11868-71 CITY OF BAKE SFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: Drawn: JS THE PARK AT RIVER WALK MAINTENANCE FACILITY TYPICAL DETAILS SHEET NO. Job No.: 2007-101 Engineer: CH Date: 09/28/07 Chedced By. 112M STOCKDALE HW S 0.5 `7,-���_i WALL FOOTING SCHEDULE FOOTING WIDTH THICKNESS 'A' BARS 'B' BARS HORIZ VERT REMARKS V-6" 1'-0" 8 #5 AT 32"#5 AT 32 03 2'-0" 1'-0" 3-#5 #4 @ 12" 2'-6" V-6" 4-#5 #4 @ 12" 3'-0" 1'-6" 4- 5 #4 @ 12" 3 LINTEL REINFORCING: WHERE EXTENSION IS NOT POSSIBLE TOP OF WALL U BARS TO 2-#6 FOR OPENINGS LESS THAN 5'-0' EXTEND BARS AS FAR AS POSSIBLE MATCH WALL 2-#7 FOR OPENINGS 5;-1;; TO 7'-0" AND HOOK-TYP VERT REINF 2-#8 FOR PENINGS 7'-l" TO 10,-0 : ��90 HOOK TYP I _TYP WALL ICL z w 2 -6 MIN F � 0 TYPICAL NOTE: SEE SCHEDULE ,,; REINF g o g FOR WALL NJ w N �, REINFORCING, UNO _ -� - o = cn w �.. � Of z �� I�11 0 0 w LINTEL REINF-.\( Q= ao = 25 Ci = g ,4"90' HOOK L -- 2—# N �' SINGLE MAT DOUBLE MAT FLOOR LINELINTEL AND TOP OF WALL TYPICAL WALL HORIZ LAP SPLICE ►_093 REINF -� NOTE: EXTEND JAMB BARS STANDARD HOOK WHERE MIN FLR TO FLR, OR FLR TO ROOF EMBEDMENT NOT POSSIBLE WHERE OPENING EXCEEDS 4'-0" 90' HOOK— 2-#5 -3-#5 EXTEND 4'-0" ELEVATION IN WIDTH OTHERWISE EXTEND 2-#5 MIN MIN BEYOND EDGE OF 48 DIA OR 2'-0"MIN PAST SINGLE MAT DOUBLE MAT OPEN'G, TYP FACE OF OPENING PLAN AT JAMB OR WALL END W, a CITY OF BAK RSFIELD, CALIFORNIA HORIZ VERT REMARKS 6" 12'-0" 8 #5 AT 32"#5 AT 32 03 SINGLE MAT 12'-0" 8" CMU WALL SEE DWGS -� FOR REINF, ETC HORIZ WALL REINF AT FLOOR LINE FINISH GRADE SEE ARCH SLAB WHERE OCCURS FILL ALL CELLS BLW GRADE SOLID WITH GROUT DOWELS TO MATCH VERT WALL REINF LAP SPLICE 48 BAR DIA DOWELS TO MATCH SLAB I REINF WITH CLASS C LAP SPLICES .I �- �1 SEE PLAN FOR SLAB ON I� GRADE DATA 1 #4 CONT z 0 2" MIN z6" MAX °O -1'-0" 0 B BARS C 7"A' BARS CLEAN & ROUGH JOINT DOWELS, 2" CLR FORMED BEND ALTERNATE 3" CLR AGAINST WAYS INTO FOOTING EARTH CONT FTG STE PLAN OR SCHED FOR SIZE 4ND REINF EXTERIOR WALL FOOTING 2 OPEN END HORIZ LAP SPLICE BLOCK 48 BAR DIA 2-#5 VERT L.l(NP) MIN IL__,��-,. z I CI BREAK SHELL FOri I 0 11 _l FLOW OF GROUT _ -IZ �r OPEN END BLOCK CO N 0 a m OPEN END HORIZ LAP SPLICE BLOCK 2-45 VERT MIN Y I I1BREAK SHELL FOR—4T 0 - I 0�� FLOW OF GROUT N � OPEN END BLOCK INTERSECTION CORNER CONCRETE MASONRY WALL INTERSECTIONSO PROVIDE CLEAN-OUT AT ALL CELLS FOR GROUTING LIFT 1 1 GREATER THAN 5'-0" C �1%z SECTION 1 IVI\ILVIV IP'%L VVIVJ 1 1\ g IN MASONRY WALL File Name: PUBLIC WORKS DEPARTMENT Job No.: 2007-101 Date: 09/28/07 POUR JOINT Drawn: JS Engineer: CH Checked By. CMU WALL REINFORCING SCHEDULE WALL THICKNESS (INCHES) BAR SIZE & SPACING EACH MAT MAX HT REMARKS HORIZ VERT REMARKS 6" 12'-0" 8 #5 AT 32"#5 AT 32 03 SINGLE MAT 12'-0" 8" #5 AT 24" #5 AT 24" SINGLE MAT 20'-0" AT 24"#7 AT 16' 8" #5 AT 32" #5 AT 32" SINGLE MAT 12'-0" Fax (213) 483-3084 12" #5 AT 24" #5 AT 24" DOUBLE 12'-0" ROSSETTI , REVISIONS No. PROVIDE THE ABOVE SCHEDULED MINIMUM WALL REINFORCING IN ALL MASONRY, UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS. TYPICAL MASONRY WALL REINFORCING SCHEDULE SEE PLAN OR ARCH CMU WALL, FOR � REINFORCING SEE � SCHEDULE SLAB ON GRADE SEE PLAN 2-#4 CONT- )TE: ONT-)TE: BEND DWLS T DIRECTIONS 2'-0" MIN LAP ROUGHEN TO 1/4" AMPLITUDE `- DOWELS TO MATCH WALL REINFORCING CMU WALL REINFORCING SCHEDULE - WALL THICKNESS (INCHES) BAR SIZE & SPACING EACH MAT MAXIMUM HEIGHT HORIZ VERT REMARKS 6 #4 AT 32"#4 AT 32' SINGLE MAT 12'-0" 8 #5 AT 32"#5 AT 32 03 SINGLE MAT 12'-0" 8 #5 AT 24'#5 AT 24' SINGLE MAT 19'-0" * 8 A5 AT 24"#7 AT 16' SINGLE MAT 25'-0" � s�gleo�, c,�►�a Fax (213) 483-3084 310A Id Job #11868-71 NOTES: 1. * INDICATES CONTINUOUS INSPECTION REQUIRED. 2. THE ABOVE IS MINIMUM REINFORCING FOR ALL CONCRETE MASONRY ELEMENTS. 3. SINGLE MAT REINFORCING SHALL BE IN CENTER OF WALL UNLESS OTHERWISE DETAILED. 4. ALL CELLS SHALL BE GROUTED SOLID, UNO. INTERIOR NON-BEARING CONCRETE MASONRY WALL g MINIMUM REINFORCING SCHEDULE THE PARK AT RIVER WALK MAINTENANCE FACILITY 11200 STOCKDALE HWY 0019 101 TYP I CAL DETAILS ZJOHN A. MARTIN 1 & ASSOCIATES 1� Structural Engineers 950 S. Grand Avenue . Q Los Angeles, Calif. 90015 r Phone (213) 483-6490 � s�gleo�, c,�►�a Fax (213) 483-3084 310A Id Job #11868-71 ROSSETTI , REVISIONS No. DA TE DESCRIP TION i Z / / TYP I CAL DETAILS ZJOHN A. MARTIN & ASSOCIATES Structural Engineers 950 S. Grand Avenue . Q Los Angeles, Calif. 90015 r Phone (213) 483-6490 Fax (213) 483-3084 Job #11868-71 SHEET NO. S0.6 CMU WALL, PER PLAN OR SECTION f 3/8" RAKE JOINT SITE W LL SEE A H PLAN 4 1 Y2" MIN BASE PL 5/8 THICK ON TYP _ _ _ 1" MIN EMBECO GROUT BED w/4 -3/40x12" AB's WITH DBL NUTS PLAN O BASE PLY2xTS WIDTH±Y2 1 Y2 MIN ON 1" MIN EMBECO GROUT TYP I BED w/2 -3/40x12" AB DBL NUTS (USE 18" LONG AB'S AT PLAN © 6" CONC CURBS AND WHERE SHEAR PANELS OCCUR) J NOTE: SAWCUT BRICK OR CMU AS REQUIRED. a =) J 00 ck:: PROVIDE OPEN END BLOCKS AT CMU WALLS. 0 m z FILL W/POLYSULPHIDE SEALANT EACH SIDE, Z Q SEE SPECIFICATIONS. O Of . USE THIS BASE PL AT WALL #5 BARS KEY KOLD JOINT --� — CORNERS (ALL ITEMS NOT FULL HEIGHT PLAN CO NOTED SAME AT QB) STOP EVERY OTHER HORIZ REINF AS SHOWN TS COL — SEE PLAN NOTE: USE 3/16 MAX OVERSIZE HOLES IN BASE PL PROVIDE3/19x 3 SQ WASHERS WITH 1/�s OVERSIZE HOLES, WELD A. BOLT I I IWASHERS TO BASE PL TYP. ELEVATION TS COLUMN BASE PLATE DETAIL r I I L Lc < 8� 3/4 L MINIMUM L (SIMPLE SPAN) SIMPLE SPAN BEAM PLAN NOTES i. PROVIDE JOINTS AT INTERVALS NOT TO EXCEED 24 FEET EXCEPT AS NOTED. 2. HORIZONTAL REINFORCING AT FLOOR &ROOF LINES SHALL BE CONTINUOUS THROUGH JOINT. 3. CONCRETE BLOCK SHOWN —BRICK SIMILAR. OCONTROL JOINT AT MASONRY WALLS O L/2 BEAM DEPTH <�/8 + ONE LAMINATION I I — 1/g BEAM DEPTH + ONE LAMINATION 8 CANT L/8 7/8 L Lc < CANT L Lc < 1'-0" BEAM WITH ONE END CANTILEVERED 1/8 BEAM DEPTH + ONE LAMINATION 3/4 L 8 CANT Lc < 1'-0" t I /I Lc < 1'-0 L BEAM WITH BOTH ENDS CANTILEVERED SPACING OF END JOINTS IN GLUED LAMINATED BEAMS CIN OF BAKEHSFIELD, CALIFORNIA HATCHED AREA = PORTION(S) OF BEAM WHERE THERE SHALL BE 6" MIN END JOINT SPACING IN ADJACENT LAMINATIONS ANSI/AITC A190.1 AND ASTM D3737 PUBLIC WORKS DEPARTMENT MASONRY —� i NOTE: MINIMUM BOLT SPACING SHALL BE 12 BOLT DIAMETERS WITH A MINIMUM EDGE DISTANCE OF 6 r DIAMETERS AND WITH A MIN OF 6" TO END OF WALL MINIMUM 2" BACK FACE EMBEDMENT OF WALL WHERE OCCURS tM ! ANCHOR — — — — —— BOLT (AB) NLi BOLT SIZE EMBEDMENT 1/ a 2 4" 5 » 4" 3/; 5„ 7/ » 6„ 18 7" BOLT EMBEDMENT SCHEDULE. O 1/8 BEAM DEPTH + ONE LAMINATION FOR FULL LENGHT OF BEAM HATCHED zz/z/ AREA = PORTION(S) OF BEAM WHERE THERE SHALL BE 6" MIN END JOINT SPACING IN ADJACENT LAMINATIONS ANSI/AITC A190.1 AND ASTM D3737 SPACING OF END JOINTS O1N GLUED LAMINATED BEAMS O File Name: Drawn: JS THE PARK AT RIVER WALK MAINTENANCE FACILITY Job No.: 2007-101 Engineer: CH Date: 09/28/07 Checked By. 11 ZOO STOCKDALE HWY ZJOHN A. MARTIN & ASSOCIATES Structural Engineers cc 950 S. Grand Avenue Q Los Angeles, Calif. 90015 Phone (213) 483-6490 Fax (213) 483-3084 Job #11868-71 sum no j ROMEM 31olAle Mfm REVISIONS No. DA TE DESCRIPTION 4 / / ZJOHN A. MARTIN & ASSOCIATES Structural Engineers cc 950 S. Grand Avenue Q Los Angeles, Calif. 90015 Phone (213) 483-6490 Fax (213) 483-3084 Job #11868-71 3-16d »L" USE DETAIL 'B' IF SHEAR PANEL' OCCURS ON THIS IDE AT ACCESSIB E CEILING ONLY USE 1 x6 COT @ 8'-0" OC MAX `--CEILING JOISTS (CLG JST) SEE SCHEDULE WHEN STUDS NOT CONT ABOVE, USE COT TOP PLATE WOOD WALL A "L" 2x CONT LEDGE , SAME DEPTH AS CEILING JOISTS. FOR SIZE AND SPACING SEE SCHEDULE BELOW. � CLG JST SEE SCHEDULE DACTCDC` AD VVCTC` '-SEE SPECIFIC DETAILS FOR CONDITION AT ROOF BOUNDARY. 11/4" SLOTTED HOLES ro 3/16 L/3 MIN k2D MIN WIDTH OF D 3 SUPPORT + 1 1 1/4" MAX M �r w �x I X FLOOR OR ROOF JOIST OR BEAMS o DRILL HOLE AT CORNER PRIOR TO NOTCHING TYP SUPPORT L SUPPORT- NO 1. DO NOT PLACE NOTCH BETWEEN SUPPORTS. 2. NOTCH AT SUPPORT SHALL OCCUR EITHER TOP OR BOTTOM BUT NOT BOTH 3. NO HOLES OR NOTCHES SHALL BE PLACED IN GLU-LAM BEAM UNLESS SPECIFICALLY DETAILED ON STRUCTURAL DRAWINGS. OHOLES &NOTCHING IN JOISTS &BEAMS O 7" NOTE : 1y„ PLACE BOLT" TOP OF SLO, U PLATE 1/4 NOTE: 1. ALL BOLTS 5/8 2. EASE BEAM CORNERS q TO FIT RADIUS OF "U" PLATE. BEAM B SHALL BEAR FULLY ON "U" PLATE. WOOD BEAM TO STEEL COLUMN CONNECTION `--SIMPSON "U" HANGER TO MATCH JST SIZE, TY ICAL ANCHOR BOLTS (HEXAGONAL HEAD), SEE PLAN FOR - FOR SIZE ANDS ACING SEE SCHEDULE BLW JOIST SIZE AND SPACING. AT MASONRY AND/OR CONC WALL 6 CEILING JOIST SCHEDU E CLEAR SPAN "L" JOIST SIZE & SPACING BOLT SIZE & SPACING L < 8'-0" 1. BOUNDARY NAILING (BN) USE EDGE NAILIN (EN) IF BOUNDARY 5/8110 @ 48" NAILING IS NOT SPECIFIED. 2x6 @ 16" 2• .CONTINUOUS PANEL EDGES SHALL RECEIVE BOUNDARY NAILING (BN) 2x8 @ 16" USE EDGE NAILING (EN) IF BOUNDARY NAI ING IS NOT SPECIFIED. 3. INTERMEDIATE NAILING @ 12", SAME SIZE 4. 2x4 FLAT BLOCKING UNO. USE SIMPSON ' S EN. ' CLIP @ OPENING EA END @ TJI. 8. PLYWOOD GRAIN SHALL BE PERPENDICULAR TO JOISTS 5. STAGGER JOINTS OF PLYWOOD. OR RAFTERS. 6. SEE PLAN FOR PLYWOOD THICKNESS & N ILING. 7. 2'-0" x 4'-0" MIN SIZE OF PLYWOOD SHEET. OF SHEET & SUPPORT @ 2x AND 1/2" MIN TO EDGE OF 8. PLYWOOD GRAIN SHALL BE PERPENDICULAR TO JOISTS OR RAFTERS._ SIDE OF PANEL EDGE. 9. NAILS SHALL HAVE MIN 3 EDGE DISTANCE TO EDGE OF SHEET & SUPPORT @ 2x AND 1/2" MI I TO EDGE OF SHEET ,& SUPPORT @ 3x LARGER. 'STAGGER NAILS ON EA SIDE OF PANEL EDGE. 10. PROVIDE 1/8" GAP BETWEEN PLYWOOD SHEETS. 11. REFER TO NAILING SCHEDULE FOR MACHINE DRIVEN NAILS. 12. ALL RAFTERS, JOISTS, AND BEAMS WIDER HAN 2x (EXCEPT TJI) AND NAILERS TO STEEL BEAMS SHALL RECEIVE 2 ROWS OF EN. PLYWOOD SHEATHING 3-16d »L" USE DETAIL 'B' IF SHEAR PANEL' OCCURS ON THIS IDE AT ACCESSIB E CEILING ONLY USE 1 x6 COT @ 8'-0" OC MAX `--CEILING JOISTS (CLG JST) SEE SCHEDULE WHEN STUDS NOT CONT ABOVE, USE COT TOP PLATE WOOD WALL A "L" 2x CONT LEDGE , SAME DEPTH AS CEILING JOISTS. FOR SIZE AND SPACING SEE SCHEDULE BELOW. � CLG JST SEE SCHEDULE DACTCDC` AD VVCTC` '-SEE SPECIFIC DETAILS FOR CONDITION AT ROOF BOUNDARY. 11/4" SLOTTED HOLES ro 3/16 L/3 MIN k2D MIN WIDTH OF D 3 SUPPORT + 1 1 1/4" MAX M �r w �x I X FLOOR OR ROOF JOIST OR BEAMS o DRILL HOLE AT CORNER PRIOR TO NOTCHING TYP SUPPORT L SUPPORT- NO 1. DO NOT PLACE NOTCH BETWEEN SUPPORTS. 2. NOTCH AT SUPPORT SHALL OCCUR EITHER TOP OR BOTTOM BUT NOT BOTH 3. NO HOLES OR NOTCHES SHALL BE PLACED IN GLU-LAM BEAM UNLESS SPECIFICALLY DETAILED ON STRUCTURAL DRAWINGS. OHOLES &NOTCHING IN JOISTS &BEAMS O 7" NOTE : 1y„ PLACE BOLT" TOP OF SLO, U PLATE 1/4 NOTE: 1. ALL BOLTS 5/8 2. EASE BEAM CORNERS q TO FIT RADIUS OF "U" PLATE. BEAM B SHALL BEAR FULLY ON "U" PLATE. WOOD BEAM TO STEEL COLUMN CONNECTION `--SIMPSON "U" HANGER TO MATCH JST SIZE, TY ICAL ANCHOR BOLTS (HEXAGONAL HEAD), SEE PLAN FOR - FOR SIZE ANDS ACING SEE SCHEDULE BLW JOIST SIZE AND SPACING. AT MASONRY AND/OR CONC WALL 6 CEILING JOIST SCHEDU E CLEAR SPAN "L" JOIST SIZE & SPACING BOLT SIZE & SPACING L < 8'-0" 2x4 @ 16" 4. 20 FLAT BLOCKING UNO. USE SIMPSON 'Z' CLIP @ 5/8110 @ 48" 8'-0" < L < 14'-0" 2x6 @ 16" 3/4"0 @ 32" 14'-0" < L < 18'-0" 2x8 @ 16" a 3/4"o @ 24" NOTE: WHERE CEILING JOIST SPAN IS GREATER THAN SHOWN IN THE SCHEDULE USE HANGERS PER 'WOOD FRAMING FOR SUSPENDED CEI NG' DETAIL TYPICAL. TYPICAL CEILING JOIST ETAILS AND CEILING JOIST SCH DULE O7 JOIST HANG AM OR PLAN 1/4 ■ ► . T BEARING DETAILS PER PLAN PROVIDE LEVEL BEARING '- 2" MAX N OTC H TYP SEE DET 'HOLES & NOTCHING IN JOISTS & BEAMS' 1/4" MAX TYP, LEVEL BEARING -AT SLOPING JOIST & BEAM �t SPLICE � SUPPORTING BEAM O 4x JOIST DEPTH HEADER W/ SIMPSON "U" HANGERS EACH END. FOR TJI'S USE 1. BOUNDARY NAILING (BN) USE EDGE NAILING (EN) IF BOUNDARY 402 HDR W/ SIMPSON "W" HANGER NAILING IS NOT SPECIFIED. EACH END TYPICAL UNO 2. CONTINUOUS PANEL EDGES SHALL RECEIVE BOUNDARY NAILING (BN) DOUBLE JOISTS EACH-/ AND NAILERS TO STEEL BEAMS SHALL RECEIVE 2 ROWS OF EN. SIDE OF OPENING PLAN OPENING IN HORIZONTAL FRAMING 6 PLYWOOD SHEATHING t BOLTS EE DETAIL 'B' 0 tU2'-0" MIN SUPPORTED NO ON PLAN BEAM 1 0 0 0 1 f----- o oro-�---------� 1 0 0 L--- —1—Q o o ----- __10 0 0 —I- 1 - SIMPSON 'HCA' 1 @d<14" i USE 'HCAC3TA' @d> 14" SIMPSON 'HCST3' 4L STRAP BOTH SIDES @ 'HCA' ONLY 0_5 DACTCDC` AD 1AICTO '-SEE SPECIFIC DETAILS FOR CONDITION AT ROOF BOUNDARY. 01 0 Z JOHN A. MARTIN USE EDGE NAILING (EN) IF BOUNDARY NAILING IS NOT SPECIFIED. 3. INTERMEDIATE NAILING @ 12", SAME SIZE AS EN. — Structural Engineers 950 S. Grand Avenue 4. 20 FLAT BLOCKING UNO. USE SIMPSON 'Z' CLIP @ Los Angeles, Calif. 90015 EA END @ TJI. Fax (213) 483-3084 5. STAGGER JOINTS OF PLYWOOD. Job #11868-71 a 6. SEE PLAN FOR PLYWOOD THICKNESS & NAILING. N 7. 2'-0" x 4'-0" MIN SIZE OF PLYWOOD SHEET. OPENING a 8. PLYWOOD GRAIN SHALL BE PERPENDICULAR TO JOISTS CL OR RAFTERS. "' 9. NAILS SHALL HAVE MIN 3/8" EDGE DISTANCE TO EDGE OF SHEET & SUPPORT @ 2x AND 1/2" MIN TO EDGE OF SHEET & SUPPORT @ 3x LARGER. STAGGER NAILS ON EA SIDE OF PANEL EDGE. 10. PROVIDE 1/8" GAP BETWEEN PLYWOOD SHEETS. 11. REFER TO NAILING SCHEDULE FOR MACHINE DRIVEN NAILS. 12. ALL RAFTERS, JOISTS, AND BEAMS WIDER THAN 2x (EXCEPT TJI) DOUBLE JOISTS EACH-/ AND NAILERS TO STEEL BEAMS SHALL RECEIVE 2 ROWS OF EN. SIDE OF OPENING PLAN OPENING IN HORIZONTAL FRAMING 6 PLYWOOD SHEATHING t BOLTS EE DETAIL 'B' 0 tU2'-0" MIN SUPPORTED NO ON PLAN BEAM 1 0 0 0 1 f----- o oro-�---------� 1 0 0 L--- —1—Q o o ----- __10 0 0 —I- 1 - SIMPSON 'HCA' 1 @d<14" i USE 'HCAC3TA' @d> 14" SIMPSON 'HCST3' 4L STRAP BOTH SIDES @ 'HCA' ONLY 0_5 DACTCDC` AD 1AICTO '-SEE SPECIFIC DETAILS FOR CONDITION AT ROOF BOUNDARY. 01 0 Z JOHN A. MARTIN & ASSOCIATES Structural Engineers 950 S. Grand Avenue Q Los Angeles, Calif. 90015 Phone (213) 483-6490 Fax (213) 483-3084 Job #11868-71 rile Name: Drawn: JS THE PARK AT RIVER WALK MAINTENANCE FACILITY SHEET NO. CITY OF BAKE S F I E L D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 2007-101 Engineer: CH TYPICAL. DETAILS Date: 09/28/07 Checked By: 11200 STOCKDALE HWY S 0.8 GABLE GIRDER TRUSSI WT -1 GABLE GIRDER TRUSSI WT -2 H 3. 4x6 KING POST (S�3:1 . TRUSS LOADS: +' & ASSOCIATES NOTES: BOTTOM CHORD LL NOT CONCURRENT WITH TOP CHORD LL TYP UNO 1. TOP CHORD DEAD LOAD = 20 PSF TOP CHORD LIVE LOAD = 20 PSF BOT CHORD DEAD LOAD = 10 PSF BOT CHORD LIVE LOAD = 10 PSF 2. DEFLECTION CRITERIA IN ACCORDANCE WV CBC TABLE 16-D. 00 0 N � CITY OF BAKERSFIPLD, CALIFORNIA 9 0 1 2 3 4 5 I I I I I C (. rD I F B rB S3.3 S3. I S3. S3. S3.3 -4 -- -- -----+--- -- -- -- -- -- -- -- -I- -- -- -- �- -- -- 4 10 63 1$18 GLB I 63 "x18" GLB I 63 "x18" GLB III I I r I I I II 116000 N RIDGE LINE_ liBM 0 rE U 400 63 '4"> 18 GLB I 63/4x1 " GLB 63/4x18" GLB 6 I D A 3.3 S3. ROOF FRAMING PLAN MAINTENANCE BLDG L J 4 211-411 21'-4" 211-811 19'-8 5/8" STRUCTURAL I PLYWOOD SHEATHING PER DETAIL 5 NAILING: so.8 EDGE-1Od ® 6" O.C. FIELD -10d @ 12" O.C. 3x4 FLAT BLK'G AT PANEL EDGES, TYPICAL AT HIGH ROOF 19'-4" I Z�\K� 12" CMU FDN ONLY BGD�,-IB ,& AT CMU S3. TYP S3. S3. � 99 0 2" Cof TOP OF FTG S3' to TYP6» TYr i tr+� I----------- ----- 3'_0» SQx14" THK -'_ r"Fj �---------- I y TOP OF SLAB -100 -0 Ecl CONC PAD FTG W/ 3-#4 EA WAY AT I ARCH DATUM= I ��_n" I ' I BTM, TYP 3 PLCS III ON GRID LINE AO 2"N I ,0.6 I 21-0» ISI I ,�ILI S0.6 ---------------- ------�'—���-----------J ------ — I ---_j Li L- - - - - - - - - - - - - - - - - - - - - _x" - - - - - - - - - - - - - - - - - - - - - 0 8" CMU WALL W/, CONTROL JOINT & NON-BEAR'G 5 VERT'L @ 24" & C G NP CONSTRUCTION JOINT A CMU WALL G 4 HORT'L ® 32" S3. S3. PER DET 8/S0.4 S3. S3.3 BTWN GRIDS T & ® ) FOUNDATION PLAN SEE CMU WALL PUBLIC WORKS DEPARTMENT File Name: Job No.: 2007-101 Date: 09/28/07 MAINTENANCE BLDG m7w0A 1. O INDICATES NON-BEARING INTERIOR CMU WALL AS SHOWN PER PLAN. No. DA TE 'HW' HGR E FLANGE) Z "HW' HGRS E & SKEWED) 8" CMU COLUMN (3 SIDES) PER G/S3.2 SIM 12" CMU WALL FDN ONLY 3 . & AT CMU 8" CMU COLUMN (3 SIDES) PER G/S3.2 SIM Drawn: JS THE PARK AT RIVER WALK MAINTENANCE FACILITY Engineer: CH Checked By. 112M STOCKDALE WN I /� ��swwwarMva�. &AD 100 IBem110or CAum a10r4S1MId ROMOM _ 318AMA°°°"" REVISIONS DESCRIP TION Z g JOHN A. MARTIN +' & ASSOCIATES Structural Engineers 950 S. Grand Avenue Q Los Angeles, Calif. 90015 nn. Fax (213) 483-3084 Job #11868-71 6 I D A 3.3 S3. ROOF FRAMING PLAN MAINTENANCE BLDG L J 4 211-411 21'-4" 211-811 19'-8 5/8" STRUCTURAL I PLYWOOD SHEATHING PER DETAIL 5 NAILING: so.8 EDGE-1Od ® 6" O.C. FIELD -10d @ 12" O.C. 3x4 FLAT BLK'G AT PANEL EDGES, TYPICAL AT HIGH ROOF 19'-4" I Z�\K� 12" CMU FDN ONLY BGD�,-IB ,& AT CMU S3. TYP S3. S3. � 99 0 2" Cof TOP OF FTG S3' to TYP6» TYr i tr+� I----------- ----- 3'_0» SQx14" THK -'_ r"Fj �---------- I y TOP OF SLAB -100 -0 Ecl CONC PAD FTG W/ 3-#4 EA WAY AT I ARCH DATUM= I ��_n" I ' I BTM, TYP 3 PLCS III ON GRID LINE AO 2"N I ,0.6 I 21-0» ISI I ,�ILI S0.6 ---------------- ------�'—���-----------J ------ — I ---_j Li L- - - - - - - - - - - - - - - - - - - - - _x" - - - - - - - - - - - - - - - - - - - - - 0 8" CMU WALL W/, CONTROL JOINT & NON-BEAR'G 5 VERT'L @ 24" & C G NP CONSTRUCTION JOINT A CMU WALL G 4 HORT'L ® 32" S3. S3. PER DET 8/S0.4 S3. S3.3 BTWN GRIDS T & ® ) FOUNDATION PLAN SEE CMU WALL PUBLIC WORKS DEPARTMENT File Name: Job No.: 2007-101 Date: 09/28/07 MAINTENANCE BLDG m7w0A 1. O INDICATES NON-BEARING INTERIOR CMU WALL AS SHOWN PER PLAN. No. DA TE 'HW' HGR E FLANGE) Z "HW' HGRS E & SKEWED) 8" CMU COLUMN (3 SIDES) PER G/S3.2 SIM 12" CMU WALL FDN ONLY 3 . & AT CMU 8" CMU COLUMN (3 SIDES) PER G/S3.2 SIM Drawn: JS THE PARK AT RIVER WALK MAINTENANCE FACILITY Engineer: CH Checked By. 112M STOCKDALE WN I /� ��swwwarMva�. &AD 100 IBem110or CAum a10r4S1MId ROMOM _ 318AMA°°°"" REVISIONS DESCRIP TION Z g JOHN A. MARTIN +' & ASSOCIATES Structural Engineers 950 S. Grand Avenue Q Los Angeles, Calif. 90015 Phone (213) 483-6490 Fax (213) 483-3084 Job #11868-71 � SHEET N0. ON FOUNDATI8 ROOF FRAMING PLANS S3.1 i SIMP 'A35' AT EA SIDE I , SIMP 'A35' AT EA SIDEI VERHANG PER ARCH'LutiOtM �► & AT EA TRUSS VERHANG PER ARCH'L. & AT EA TRUSS JIN a10ei1>lrt . R�� ETTI PLYD SHTG PER PLAN EN PLYD SHTG PER PLAN EN -WOOD TRUSS BY I 2xSHAPED BLKG ( REVISIONS OTHERS 2xSHAPED BLKG WOOD TRUSS BY SIMP 'LTP4' No. DA TE DESCRIPTION SIMP 'LTP4' @ I OTHERS @I 16" AT BLKG 16 PER BLKG , , SIMP 'H 2.5A' EA I I SIMP 'H2.5A' AT SIDE & EA TRUSS TOP OF PLYD ' EA TRUSS ' TOP OF PLYD PER ARCH'L (OPP SIDE) PER ARCH'L 3x(WIDTH OF GLB) PLATE ' J 3x8 CONT NAILER ' C 1/4" 'U' R PER S0.8 4 W/SIMP SDS 1/4»x6" @ 6" TYP ym� A OVER 1- GROUT W/ 5/8"Ox AB @ 16" (8" EMBEDMENT) EXT FIN PER ARCH'L GLB PER PLAN - - HSS PER PLAN I (I TOP OF CMU a 2xCONT FASCIA PER ARCH L DWGS 01b= PER ARCH'L -HSS COL BEYOND Q w �, Q TYP I TOW (6'-0") MAX > m J > m w r~ -i 6 I ;I I PERARCH'L J� J Z J� �o S0.6 I� i Q Q I Q¢ z I I� CMU WALL I I AT Al ' �m w� CLO M o o �m i' II TOP OF CMU ' o U o0 S PER ARCH'L G - - DOWEL 2 ; ; 12" CMU WALL PER PLAN, VENEER PER ' S0.6 , CMU WALL PER PLAN REFER TO TYP REINF SCHED PER DET 1 /S0.6 ' 2 DOWEL 12" CMU WALL ARCH'L DWGS ' S0.6 CONC STEM AS 3 AT COL CONC SLAB ON ; ; CONC SLAB ON I REQ'D SEE ARCH'L SO GRADE PER PLAN, ; A ; GRADE PER PLAN #3 CONT AT VENEER FFIN GRADE PER ARCH'L DWGS FDN C t i 1 0 OPTIONAL TYP POUR B TOP OF FTG TOP OF FTG CONT FTG PER PLAN -- AND REFER TO SCHED ROUGHEN SURFACE ON S0.6 SHT IFOR REINF AT CONC STEM 4- 5 EA WAY AT # (REINF AT SQUARE BTM COLS) CONT FTG PER PLAN AND REFER TO SCHED NOTE: ALTERNATE BENTS PER Np PLAN #4 DOWEL @ 24" ON S0.6 SHT FOR REINF loe PER PLAN Al SECTION D -SECTION C SECTION B SECTION A EN 6xBM PER PLAN SIMP 'ST6224' (t AT RIDGE) 2xSHAPED BLKG TRUSS BY I I CMU WHERE OTHERS SIMP 'rF ECC I , I OCCURS, SEE PLAN (STRAP EMBED TO CMU WALL) S3.3 I HSS COL PER PLAN I I Ias I � I ���� 4 DOWEL ��c® ONE PC) w..{ m.t.rn CMU PER PALN I N 3 ., . ' - 2-#9 CAL'+F X I1 0 Ir A — Z JOHN A. MARTIN it CMU WALL — & ASSOCIATES CUT TOP OF CMU WALL AS REQ'D TO BEAR SIMP CMU WHERE 24" SQ CMU COL W/ 2-#9 '' 950 S. Grand Engineers venue N 'ECC' AND PROVIDE 1 " OCCURS, SEE PLAN 4-#9 VERT'L REINF & #4 TIES @ 12" LINTEL OPEN'G �� Q Phone 9(213) C483 96490 MIN DRYPACK Fax (213) 483-3084 N PER ARCH'L 6 Job #11868-71 0 I S0.6 0 - S ECTI O N SECTION H SECTION G SECTION F SECTION E 0 CITY OF BA K RS F I E L D, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: Drawn: JS THE PARK AT RIVER WALK MAINTENANCE FACILITY SECTIONS SHEET NO. Job No.: 2007-101 Engineer: CH Date: 09/28/07 Checked By. 11200 STXKDALE HWY S3.2 2xSOLID BLKG W/—� \ SIMP 'A35' EA END EA SIDE 3-8d SIMP 'A 35 AT BLKG EN I (FAR SIDE) 2xSOLID BLKG W/ WOOD TRUSS BY OTHERSEN SIMP 'A35' EA END EA SIDE PLYD STHG PER PLAN 3"AIM ROMEM SIMP 'MSTA' @ 48" 2—SIMP 'A35' BWTN 6xSHAPED BM REVISIONS SOLID BLKG PER PLAN No. DA TE DESCRIPTION "H2.5" 4SHAPED BM EN SIMP EA SIDE EN AS SHOWN 2xSOLID BLKG @ 48"1 W/SIMP 'A35' EA END 2xSOLID BLKG @ 48" EA SIDE W/SIMP 'A35' EA END f I EA SIDE CMU PER PLAN SIMP "H2.5A" PER BLKG CMU PER PLAN rB _ 2xCIEL'G JST PER SCHED CONT NAILER AND CMU WALL PER 2xCIEL'G JST PER SCHED FIN CEIL'G PER ARCH S0.8 SECT B/S3.2 S0.8 SECTION B SECTION A EN E 6xSHAPED BM E ( PER PLAN EN MHAPED RF JST SIMP 'WM' HGR A SIM — �__ (OFFSET) GLB PER PLAN o N 3x(WIDTH OF GLB) PLATE W/SIMP SDS/4 x6pp @ 6" GLB PER PLAN 8" CMU NEAR SIDE SECTION D 8" CMU RETURN SECTION C EN 6xB SIMP 'AC'SIMP 'A35' FAR SIDE (SEE PLAN) I 3x8 NAILER SIMP 'LTP4' @ 16" (ONE PC) I 3x6 NAILER W 2-1/ "� 12" CMU NEAR SIDE KING POST PER HA THRU BOLTS T t OF (FOREGROUND) I 21/2„ 21/2 „ PLAN -- I POST (CSK BOLT 1 ") 3x8 NAILER O N PC ) I 2x8 NAILER W/2— 1/2"0 , SIMP A35 F � I VARIES, SEE ARCH'L W/5/8"O AB 48" � (8,COUNTER EMBED) aSSI�� AB AS SHOWN (CSK NEATLY)A — — SIM EN 2xRJ PER PLANEN I SINK BOLT 1 MAX NEATLY)ti`�r S4. N s �°y OBI G 0 G , �� ♦ SIMP 'LTP4 @ 16" I 3xSOLID BLKG @ 48 OFC Al �. ,' �.�..�����, a,.,mr�r,�„ ; � ( HGR LB ` � a � W/SIMP A35 EA 3x8 NAILER '(ONE PC END EA SIDE 7 -.__..W.._..__ EQ AJEQ L Z JOHN A. MARTIN CMU PER PLAN ' GIRDER TRUSS TRUSS BY OTHERS & ASSOCIATES Structural Engineers 'LPC' PER PLAN EXTEND 8" MIN 1/4" BENT It EA SIDE Los Angeles, Calif 90015 Q x SIMP 5 —0 MAX 1 OF JST W/1— /2"� THRU CMU PER PLAN _ _ _ _ Phone (213) 483-6490 N CMU WALL BOLT AND 5/8"0 AB EA FoJob #11868371084 03x NAILER W/2-1/2„0 SIDE OF R W 8 EMBED a TH U BOLTS AT t OF HA SECTION CN N U (CSK BOLT 1 ") TLY H SECTION G SECTION F SECTION E 0 CITY OF BAKE SFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: Drawn: JS THE PARK AT RIVER WALK MAINTENANCE FACILITY SECTIONS SHEET NO. Job No.: 2007-101 Engineer: CH Date: 09/28/07 Checked By. 112M STWKDALE WN S3.3 CITY OF BAKEf$SFIELD, CALIFORNIA TRUSS BY OTHERS o' J -21 U N CMU PER PLAN SECTION File Name: PUBLIC WORKS DEPARTMENT Job No.: 2007-101 Date: 09/28/07 I— 2xRJ PER PLAN GIRDER TRUSS B A 53.3 S3.3 0 WALL PER ARCH'L Drawn: Js THE PARK AT RIVER WALK MAINTENANCE FACILITY Engineer: CH Checked By. 112M STOC+KDALE HW SECTIONS Z JOHN A. MARTIN •- & ASSOCIATES Structural Engineers 950 S. Grand Avenue Q Los Angeles, Calif. 90015 Phone (213) 483-6490 Fax (213) 483-3084 Job #11868-71 SHEET NO. S3.4 � f► ABBREVIATIONS ABBREV. DESCRIPTION AFF ABOVE FINISHED FLOOR AP ACCESS PANEL BHP BRAKE HORSE POWER BTUH BRITISH THERMAL UNIT PER HOUR CFM CUBIC FEET PER MINUTE DB DRY-BULB DN DOWN EA EXHAUST AIR EER ENERGY EFFICIENT RATIO EF EXHAUST FAN EFF EFFICIENCY ENT. ENTERING ESP EXTERNAL STATIC PRESSURE 'F DEGREE FAHRENHEIT FLA FULL LOAD AMP. FS FLOOR SINK FT. W.C. FEET WATER COLUMN HP HORSEPOWER HZ HERTZ IN. W. C. INCH WATER COLUMN LBS POUNDS LVG. LEAVING MA MAKE-UP AIR MBH THOUSAND BTUH MCA MINIMUM CIRCUIT AMPS MIN. MINIMUM MOCP MAX. OVER CURRENT PROTECTION NC NOISE CRITERIA OA OUTSIDE AIR P.D. PRESSURE DROP/DIFFERENTIAL RA RETURN AIR RH RELATIVE HUMIDITY RLA RUNNING LOAD AMP RPM REVOLUTION PER MINUTE SA SUPPLY AIR SQ. SQUARE TYP TYPICAL WB WET -BULB DOOR LOUVER (UNDER ARCH SECTION) . MECHANICAL SYMBOLS SYMBOL ABBREV. DESCRIPTION DOUBLE SINGLE M0.2 — E — E EXHAUST AIR DUCT —OA— OA OUTSIDE AIR DUCT SITE PLAN TRANSITION - RECTANGULAR TO RECTANGULAR OR ROUND TO ROUND MAINTENANCE BUILDING MECHANICAL PLANS M4.1 TRANSITION - RECTANGULAR TO ROUND —t_ ELBOW WITH TURNING VANES FLEXIBLE DUCT CONNECTOR -- ' CONICAL TAP W/ MANUAL VOLUME DAMPER I—` CONICAL TAP FLEXIBLE DUCT --ti - 150R(T) CG -1 CEILING RETURN AIR GRILLE TYPE CG -1, 150CFM RETURN (T=TRANSFER) 0150E -ti - CG -1 CEILING EXHAUST AIR GRILLE TYPE CG -1, 150CFM EXHAUST — j 150S WR -1 SIDEWALL SUPPLY AIR REGISTER TYPE WR -1, 150CFM SUPPLY 15O --ti-- R1 WG - SIDEWALLR GRILLE TYPE YPE WG 1, TURN 150CFM 1 RETURN (T=TRANSFER) 150E WG -1 SIDEWALL EXHAUST AIR GRILLE TYPE WG -1, 150CFM EXHAUST ® EXHAUST AIR DUCT - SECTION —CD— CD CONDENSATE DRAIN PIPE RETURN/EXHAUST AIR FLOW DIRECTION QT ROOM THERMOSTAT WL WALL LOUVER (UNDER ARCH SECTION) -U/C-- UNDERCUT DOOR (UNDER ARCH SECTION) -D/L-- DOOR LOUVER (UNDER ARCH SECTION) ® AP CEILING ACCESS PANEL O1 O1 ❑1 KEY NOTE ® DETAIL DESIGNATION DETAIL SHEET NUMBER REFERENCE A SECTION NO. SHEET NO. WHERE SECTION DRAWN SHEET NO. WHERE SECTION TAKEN REVISION TAG AC AC -1 E - EXISTING EQUIPMENT DESIGNATION, (N) - NEW (RA) - RELOCATE GENERAL NOTES 1. COORDINATE EXACT LOCATION OF ALL CEILING GRILLES WITH LIGHTING LAYOUT, CEILING TILE PATTERN AND TYPE, AND CEILING CONSTRUCTION WITH ARCHITECTURAL REFLECTED CEILING PLANS. 2. PROVIDE MANUAL VOLUME DAMPERS ON ALL DUCT BRANCHES FOR PROPER BALANCING OF THE AIR DISTRIBUTION SYSTEM. ALL REQUIRED MANUAL VOLUME DAMPERS MAY NOT BE SHOWN ON PLAN. 3. DIMENSIONS OF ACOUSTICALLY LINED DUCTWORK AS SHOWN ON PLANS ARE CLEAR INSIDE DIMENSIONS. INCREASE SIZE OF DUCT BY THICKNESS OF ACOUSTICAL LINING. 4. INSTALL EQUIPMENT IN ACCESSIBLE LOCATION AND PROVIDE ADEQUATE SERVICE CLEARANCE FOR NORMAL MAINTENANCE WITHOUT REQUIRING REMOVAL OF ARCHITECTURAL, ELECTRICAL OR STRUCTURAL ELEMENTS. 5. COORDINATE EXACT LOCATION OF CORE DRILLING, CUTTING OF FLOOR SLAB, OR WALLS OF THE BUILDING WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. 6. PROVIDE SEISMIC ANCHORAGE AND BRACING FOR MECHANICAL EQUIPMENT, PIPING AND DUCTORK. SEE "GENERAL SEISMIC NOTES" FOR DETAIL REQUIREMENTS. 7• PROVIDE DUCT SIZE PER "DUCT SIZE SCHEDULE", UNLESS OTHERWISE NOTED. 8. CUTTING, BORING, SAW CUTTING OR DRILLING THROUGH NEW STRUCTURAL ELEMENTS IS NOT TO BE STARTED UNTIL THE DETAILS HAVE BEEN REVIEWED AND APPROVED BY THE ARCHITECT, STRUCTURAL ENGINEERS, AND THE DSA FIELD ENGINEER IF DETAILS DO NOT SHOW OR CONFORM TO THE APPROVED DRAWINGS. 9• COORDINATE THERMOSTAT LOCATION WITH FLOOR PLANS AND ELEVATION WITH LIGHT SWITCH/FIRE ALARM DEVICES. THERMOSTAT ELEVATION TO BE SAME ELEVATION AS LIGHT SWITCH/FIRE ALARM DEVICES OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. MECHANICAL EQUIPMENT BRACING AND ANCHORAGE 1. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED WITH SEISMIC RESTRAINTS PER "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING SYSTEMS" PUBLISHED BY SMACNA AND APPROVED BY DSA. 2. WHERE BRACING AND ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS OR IN THE GUIDELINES, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT, THE STRUCTURAL ENGINEER, AND THE DSA FIELD ENGINEER. 3. A COPY OF THE GUIDELINES PUBLISHED BY SMACNA AND APPROVED BY DSA SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON THE JOB SITE AT ALL TIMES. 4. ALL EQUIPMENT ANCHORAGE SHALL BE DETAILED ON DRAWINGS. DESIGN SHALL CONFORM TO 2001 CBC SECTION 1632A AND TABLE 16 A-0. DRAWING LIST SHEET NO. SHEET TITLE M0.1 GENERAL NOTES, SYMBOLS, ABBREVIATIONS, AND DRAWING LIST M0.2 SCHEDULES M0.3 TITLE 24 CERTIFICATE OF COMPLIANCE M1.0 SITE PLAN M3.1 MAINTENANCE BUILDING MECHANICAL PLANS M4.1 DETAILS AND CONTROL SEQUENCE No. DATE 1 / / ,2 M -E ENGINEERS, INC. CONSULTING ENGINEERS 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 No. M-25816 EXP. JUNE 30, 2009 OF File Name: Drawn: THE PARK AT RIVER WALK MAINTENANCE FACILITY GENERAL NOTES, CITY OF BAKER FIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 2007-101 Engineer: SYMBOLS, SHEET N0. Date: 09/28/07 Checked By. 11200 STOCKDALE HWY ABBREVIATIONS, AND DRAWING LIST M0.1 SPLIT HEAT PUMP SYSTEM SCHEDULE NECK SIZE 0REMARKS " OUTDOOR UNIT INDOOR UNIT DUCT TRANSFER IN. ( ) CFM RANGE REMARKS: MAX NEG STATIC PD (IN W.C.) MAX NC COMPRESSOR CONDENSER ELECTRICAL Wx14" 0.10 EQUIP. MANUFACTURER LOCATION SUPPLY FAN COOLING HEATING FILTER UNIT ELECTRICAL 66-160 01 UNLESS OTHERWISE NOTED ON DRAWINGS. 8" x 8" EQUIP. MANUFACTURER AND AREA SHEET SEER H PF - 10 8 OPER N ¢ EQUIP. MANUFACTURER SHEET - TYPE CFM S.P. RPM MIN. OPER. 25 81-130 CEILING TYPE. 12 ISOL. AMBIENT AIR ('F) FAN REMARKS 12 MODEL NO. SHT REF SERVED 10 0.05 25 (IN. W.C.) CAPACITY AIR (YES/NO)VOLT/PH/HZ AIR BHP P.D. FRAME TYPE (IN.) NO. MODEL NO. SERVED REF. O2 351-420 801-1000 NO. STAGE RLA LRA 16 14 VOLT/PH/HZ MCA MOCP WEIGH (LBS.) w m NO. AND MODEL NO. REF. CFM ESP IN. W.C. TYPE RPM BHP FLA 0.03 25 CAPACITY 20" x 20" E� (IN. WC) VOLT/PH/HZ MCA MOCP OA (CFM) WEIGHT (LBS) REMARKS RESTROOM M3.1 RESTROOM - CEILING FAN 90 TOTAL SENSIBLE ENT.('F) LVG.('F) ENT. LVG. - - - - 20 - EF 3 COOK 90SQN10D STORAGE M3.1 STORAGE SUMMER WINTER N0. FLA CFM NO 120/1/60 - 1/6 - HS 1 110 - (MBH) (MBH) DB/WB DB/WB (MBH) ('F) ('F) (Y-) INITIAL FINAL Hp0 t MITSUBISHI PUZ-A18NHA// OFFICE M3.1 13.2 1.3 1 1 12.0 14.0 106 31 1 0.35 1,200 208 1 60 13.0 20.0 120 1 O HPIMITSUBISHI t PLA-A18AA M3.1 400 0.5 DIRECT - - 0.79 18.0 12.5 80 64 / 55/54 13 70 90 30 - - 120/1/60 1.0 15.0 60 50T90 IVUICJ: U rmuVIUL LRHIVRt,AJL nLMILM AIVU JUI,IIUIV MULUrULAIUK. v MttIJ WGAL LNLKUT L;Wt KtWUMMMIJ. v rKUVIUt VLN11LAIIUN KII FUK UUIJIUt AIK. V hUKNVSHW WIN F'KUWAMAULt 1HtKMU51A1. FAN SCHEDULE T/TRANSFER GRILLE SCHEDULE, CG -1 (TITUS MODEL "350RL") NECK SIZE 0REMARKS RETURN/EXH AUST DUCT TRANSFER IN. ( ) CFM RANGE REMARKS: MAX NEG STATIC PD (IN W.C.) MAX NC VSD MOTOR VIBRATION ISOLATION Wx14" 0.10 EQUIP. MANUFACTURER LOCATION - - - - 66-160 01 UNLESS OTHERWISE NOTED ON DRAWINGS. 8" x 8" 131-220 - OPERATING 25 < 80 161-220 8 - 10 8 - N0. AND AND AREA - TYPE CFM S.P. RPM DRIVE 0.10 25 81-130 CEILING TYPE. 12 ISOL. DEFL. WEIGHT REMARKS 12 MODEL NO. SHT REF SERVED 10 0.05 25 (IN. W.C.) 12 - (YES/NO)VOLT/PH/HZ 16 BHP HP FRAME TYPE (IN.) (LBS.) - 20 NOT USED 14" x 14" 351-420 801-1000 0.05 25 191-270 ® PROVIDE DUCT TO NECK TRANSITION AS REQUIRED. 16 14 - 1001-1400 16 - 16" x 16" 421-480 22 0.03 _ 271-3505O FURNISH WITH ADAPTOR MOUNT FRAME, TITUS MODEL TRM, FOR GYP BOARD CEILING APPLICATION. 18" x 18" 481-560 - 0.03 25 351-450 20" x 20" 561-640 - 0.03 25 451-560 22" X 22" EF 2 COOK GC -142 RESTROOM M3.1 RESTROOM - CEILING FAN 90 0.2 1,000 DIRECT NO 120/1/60 - - - - - 20 - EF 3 COOK 90SQN10D STORAGE M3.1 STORAGE INLINE 420 0.15 1,420 DIRECT NO 120/1/60 - 1/6 - HS 1 110 - CEILING RETURN/EXHAU T/TRANSFER GRILLE SCHEDULE, CG -1 (TITUS MODEL "350RL") NECK SIZE 0REMARKS RETURN/EXH AUST DUCT TRANSFER IN. ( ) CFM RANGE REMARKS: MAX NEG STATIC PD (IN W.C.) MAX NC CFM RANGE 6" x 6" < 130 Wx14" 0.10 25 - - - - - - 66-160 01 UNLESS OTHERWISE NOTED ON DRAWINGS. 8" x 8" 131-220 - 0.10 25 < 80 161-220 8 - 10 8 - 2O COORDINATE WITH ARCHITECTURAL DRAWINGS FOR - 221-300 9 - 12 10 10" x 10" 221-290 _ 0.10 25 81-130 CEILING TYPE. 12 10 - _ 401-520 12 O3 ALL DAMPERS, EQUALIZING GRIDS, DUCT SURFACES, AND OTHER ACCESSORIES AND VISIBLE THROUGH AIR 12" x 12" 291-350 10 0.05 25 131-190 12 - - 16 12 - OUTLETS SHALL BE FLAT BLACK FINISH. 651-800 14 - - 20 14 14" x 14" 351-420 801-1000 0.05 25 191-270 ® PROVIDE DUCT TO NECK TRANSITION AS REQUIRED. 16 14 - 1001-1400 16 - 16" x 16" 421-480 22 0.03 25 271-3505O FURNISH WITH ADAPTOR MOUNT FRAME, TITUS MODEL TRM, FOR GYP BOARD CEILING APPLICATION. 18" x 18" 481-560 - 0.03 25 351-450 20" x 20" 561-640 - 0.03 25 451-560 22" X 22" 641-865 1901-2200 0.03 26 - DUCT SIZE SCHEDULE (FOR LOW VELOCITY SUPPLY, RETURN, AND EXHAUST DUCTS) CFM RANGE ROUND DUCT DIAMETER (IN.) RECTANGULAR DUCT WIDTH, W IN. ( ) DA TE REMARKS: Wx4" Wx6" Wx8" Wx10" Wx12" Wx14" 1. DUCT SIZES INDICATED ARE INSIDE DIMENSIONS. ASPECT RATIO MAY BE ALTERED TO SUIT OTHER DIMENSIONS FOR AVOIDING INTERFERENCES AND CLEARANCE REQUIREMENTS. USE EQUAL FRICTION METHOD TO ESTABLISH ALTERNATIVE DUCT SIZE. 2. VERIFY ALL DIMENSIONS AT THE SITE. MAKE ALL FIELD MEASUREMENTS AND SHOP DRAWINGS NECESSARY FOR FABRICATION AND ERECTION OF SHEET METAL WORK. MAKE ALLOWANCES FOR BEAMS, PIPE OR OTHER OBSTRUCTION AND FOR WORK BY OTHER TRADES AND NOTIFY THE OWNER'S REPRESENTATIVE IN THE EVENT OF ANY POTENTIAL INTERFERENCES. MAKE AN INITIAL VERIFICATION OF BEAM PENETRATIONS SHOWN ON STRUCTURAL DRAWINGS AND ADVISE OF ANY POTENTIAL INTERFERENCES. 3. FOR MEDIUM PRESSURE DUCTS, SIZE DUCT BASED ON 0.2 IN. FRICTION PER 100 FEET OF DUCT OR NOT TO EXCEED 1800 FPM. 4. FOR TRANSFER AND RELIEF AIR DUCTS, SIZE DUCT BASED ON 0.01 IN. FRICTION PER 100 FEET OF DUCT OR MAX. 300 FPM, WHICHEVER IS MORE STRINGENT. <65 6 - - - - - 66-160 7 12 8 - - - - 161-220 8 - 10 8 - - - 221-300 9 - 12 10 - _ _ 301-400 10 - 16 12 10 - _ 401-520 12 - - 14 10 - - 521-650 12 - - 16 12 - - 651-800 14 - - 20 14 12 - 801-1000 14 - - 22 16 14 - 1001-1400 16 - - - 22 18 16 1401-1700 18 - - - 26 22 18 1701-1900 18 - - - 30 24 20 1901-2200 20 - - - - 26 22 2201-2500 20 - - - - 28 24 999 N. Sepulveda Blvd. Suite 100 EI Segundo, CA 90245 310.416.9660 tel 310.416.9650 fax File Name: Drawn: CITY OF BAKE SFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 2007-101 Engineer: THE PARK AT RIVER WALK MAINTENANCE FACILITY SCHE SHEET No. Date: 09/28/07 Checked By. 11200 STOCKDALE HWY MO.2 ROSSETTI REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / 4 / / M -E ENGINEERS, INC. CONSULTING ENGINEERS 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 No. M-25816 EXP. JUNE 30, 2009 OF File Name: Drawn: CITY OF BAKE SFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 2007-101 Engineer: THE PARK AT RIVER WALK MAINTENANCE FACILITY SCHE SHEET No. Date: 09/28/07 Checked By. 11200 STOCKDALE HWY MO.2 MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MMS PROJECT NAME DATE AERA Baseball Park I 9/18/2007 CIN OF BAKER$FIELD, CALIFORNIA 1PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF -1I PROJECT NAME AERA Baseball Park Description Enforcement Designer Enforcemen DATE 9/18/2007 Ventilation Building Permit # PRINCIPAL DESIGNER - ENVELOPE Rossetti Architecture Efficiency Regulations will comply with the applicable standard. 121(e) Controls shall be provided to allow outside air dampers or devices to be operated at Occupancy Type Floor Area (sqft.) Inst. LPD (W/sf)1 Ctrl. Allowed LPD Proc. Credits Area I Tailored Loads W/sf)2 W/s 3 (W/S4 (W/sf) the ventilation rates as specified on these plans. Office 100 "1.20 contractor performing this work. Standards Section 123. 122(f) Gravity or automatic dampers interlocked and closed on fan shutdown shall be full in the Nonresidential Manual.) ENVELOPE COMPLIANCE 124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the 2001 CMC Standards. provided on the outside air intakes and discharges of all space conditioning and I IS bubmittai Controls SIGNATURE LIC. NO. exhaust systems. LIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures 122(e)1A Each space conditioning system serving building types such as offices and 122(f) All gravity ventilating systems shall be provided with automatic or readily accessible SIGNATURE LIC. NO. manually operated dampers in all openings to the outside, except for combustion air MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures accessible manual override that allows operation of the system during off -hours for MECH-1 MECH-2 MEC -3. MECH-5 openings. up to 4 hours. The time switch shall be capable of programming different SIGNATURE �' LIC. NO. schedules for weekdays and weekends and have program backup capabilities that © 121(f)1 Air Balancing: The system shall be balanced in accordance with the National prevent the loss of the device's program and time setting for at least 10 hours if 9/18/2007 Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or power is interrupted; or 69.81 F1122(e)1 B An occupancy sensor to control the operating period of the system; or Associated Air Balance Council (AABC) National Standards (1989); or Receptacle 1 80.461 122(e)1 C A 4 -hour timer that can be manually operated to control the operating period of the MR 121(f)2 Outside Air Certification: The system shall provide the minimum outside air as 1 0.00 shown on the mechanical drawings, and shall be measured and certified by the 0.00 El122(e)2 Each space conditioning system shall be Installed with controls that temporarily 0.00 installing licensed C-20 mechanical contractor and certified by (1) the design 0.00 restart and temporarily operate the system as required to maintain a setback 469.99 7.44 mechanical engineer, (2) the installing licenced C-20 mechanical contractor, or (3) the heating and/or a setup cooling thermostat setpoint. person with overall responsibility for the design of the ventilation system; or 122(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation 121(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall remote device capable of measuring the quantity of outside air on a continuous be controlled by a time control device as described above. basis and displaying that quantity on a readily accessible display divice; or ® 122(a&b) Each space conditioning system shall be controlled by an individual thermostat 121(f)4 Another method approved by the Commission. control shall be adjustable down to 55 degrees F or lower. For cooling, the control Service Water Heating Systems shall be adjustable up to 85 degrees F or higher. Where used for both heating and Notes: 1. See LTG -2-C (items marked with asterisk, see LTG -2 -C by others) 113(b)2 If a circulating hot water system is installed, it shall have a control capable of Items above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST F within which the supply of heating and cooling is shut off or reduced to a minimum. © 122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable automatically turning off the circulating pump(s) when hot water is not required. 113(c) Lavatories in restrooms of public facilities shall be equipped with controls to limit the 112(b) Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat outlet temperature to 110 degrees F. pump alone. EnergyPro By EnergySoft User Number. User Job Number: LA07040 Page: 10 of 12 EnergyPro By EnergySoft User Number. User Job Number. LA07040 Page:11 of 12 CIN OF BAKER$FIELD, CALIFORNIA 1PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF -1I PROJECT NAME AERA Baseball Park Designer Enforcement Equipment and Systems Efficiencies DOCUMENTATION AUTHORSIGNATURE DATE 9/18/2007 ZONE INFORMATION Building Permit # PRINCIPAL DESIGNER - ENVELOPE Rossetti Architecture Efficiency Regulations will comply with the applicable standard. DOCUMENTATION AUTHOR M -E Engineers, Inc. System Name Zone Name Occupancy Type Floor Area (sqft.) Inst. LPD (W/sf)1 Ctrl. Allowed LPD Proc. Credits Area I Tailored Loads W/sf)2 W/s 3 (W/S4 (W/sf) HPO-1/HPI-1 102 - Office Office 100 "1.20 contractor performing this work. Standards Section 123. because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) ENVELOPE COMPLIANCE 124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the 2001 CMC Standards. Required Forms I IS bubmittai Controls SIGNATURE LIC. NO. 122(e) Each space conditioning system shall be installed with one of the following: LIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures 122(e)1A Each space conditioning system serving building types such as offices and Required Forms manufacturing facilities (and all others not explicitly exempt from the requirements SIGNATURE LIC. NO. of Section 112 (d)) shall be installed with an automatic time switch with an MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures accessible manual override that allows operation of the system during off -hours for MECH-1 MECH-2 MEC -3. MECH-5 Required'Forms up to 4 hours. The time switch shall be capable of programming different SIGNATURE �' LIC. NO. schedules for weekdays and weekends and have program backup capabilities that M -E Engineers Inc. prevent the loss of the device's program and time setting for at least 10 hours if 9/18/2007 power is interrupted; or 69.81 F1122(e)1 B An occupancy sensor to control the operating period of the system; or Receptacle 1 80.461 122(e)1 C A 4 -hour timer that can be manually operated to control the operating period of the 80.461 1 0.00 system. 0.00 El122(e)2 Each space conditioning system shall be Installed with controls that temporarily 0.00 0.00 restart and temporarily operate the system as required to maintain a setback 469.99 7.44 Percent better than Standard: heating and/or a setup cooling thermostat setpoint. 122(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. ® 122(a&b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and Notes: 1. See LTG -2-C (items marked with asterisk, see LTG -2 -C by others) 2. See LTG4-C 3. See LTG -5-C (by others) 4. See LTG -6-C Items above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST F within which the supply of heating and cooling is shut off or reduced to a minimum. © 122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable i ne tocai enrorcement agency snouia pay special attention to the items specmea to tins cnecKlist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation suomittea. The HVAC System "HPO-1/HPI-1: Premium Eff' 0.12 BHP Supply Fan Motor has been specified. The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stam Run Initiation Time: 09/18/07 14:37 Run Code: 1190151459 EnergyPro 4.3 by EnergySoft User Number: 3669 Job Number: LA07040 Page:5 of 12 MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM PROJECT NAME DATE AERA Baseball Park _ 9/18/2007 DESCRIPTION Designer Enforcement Equipment and Systems Efficiencies DOCUMENTATION AUTHORSIGNATURE � F 111 Any appliance for which there is a California standard established in the Appliance Building Permit # PRINCIPAL DESIGNER - ENVELOPE Rossetti Architecture Efficiency Regulations will comply with the applicable standard. DOCUMENTATION AUTHOR M -E Engineers, Inc. TELEPHONE 310 842-8700 Checked by/Date Enforcement Agency Use through 118, and 140, 142, 143 or 149 of Title 24, Part 6. 115(a) Fan type central furnaces shall not have a pilot light. E] ❑ [:] 1. 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of 123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. Standards Section 123. because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) ENVELOPE COMPLIANCE 124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the 2001 CMC Standards. Required Forms I IS bubmittai Controls SIGNATURE LIC. NO. 122(e) Each space conditioning system shall be installed with one of the following: LIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures 122(e)1A Each space conditioning system serving building types such as offices and Required Forms manufacturing facilities (and all others not explicitly exempt from the requirements SIGNATURE LIC. NO. of Section 112 (d)) shall be installed with an automatic time switch with an MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures accessible manual override that allows operation of the system during off -hours for MECH-1 MECH-2 MEC -3. MECH-5 Required'Forms up to 4 hours. The time switch shall be capable of programming different SIGNATURE �' LIC. NO. schedules for weekdays and weekends and have program backup capabilities that M -E Engineers Inc. prevent the loss of the device's program and time setting for at least 10 hours if 9/18/2007 power is interrupted; or 69.81 F1122(e)1 B An occupancy sensor to control the operating period of the system; or Receptacle 1 80.461 122(e)1 C A 4 -hour timer that can be manually operated to control the operating period of the 80.461 1 0.00 system. 0.00 El122(e)2 Each space conditioning system shall be Installed with controls that temporarily 0.00 0.00 restart and temporarily operate the system as required to maintain a setback 469.99 7.44 Percent better than Standard: heating and/or a setup cooling thermostat setpoint. 122(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. ® 122(a&b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. © 122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. 112(b) Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. EnergyPro By EnergySoft User Number. User Job Number: LA07040 Page: 10 of 12 PUBLIC WORKS DEPARTMENT PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PER PROJECT NAME AERA Baseball Park This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the DATE 9/18/2007 PROJECT ADDRESS Bakersfield DOCUMENTATION AUTHORSIGNATURE � DATE Building Permit # PRINCIPAL DESIGNER - ENVELOPE Rossetti Architecture TELEPHONE 310) 416-9660 DOCUMENTATION AUTHOR M -E Engineers, Inc. TELEPHONE 310 842-8700 Checked by/Date Enforcement Agency Use STATEMENT OFCOMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHORSIGNATURE � DATE M -E En ineers 93 sqft. 9/18/2007 The Principal Designer hereby certifys that the proposed building design represenW in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements contained in sections 110, 116, through 118, and 140, 142, 143 or 149 of Title 24, Part 6. ENV. LTG. MECH. E] ❑ [:] 1. 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, or I am a licensed architect. El F-1 El 2. 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. 0 ❑ ❑ 3. 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) ENVELOPE COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures EnvelO a Compliance Not In The Scope Of Required Forms I IS bubmittai PRINCIPAL ENVELOPE DESIGNER - NAME SIGNATURE LIC. NO. DATE LIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures LightingCompliance Not In The Scope Of Required Forms PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE LIC. NO. DATE MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures MECH-1 MECH-2 MEC -3. MECH-5 Required'Forms PRINCIPAL MECHANICAL DESIGNER - NAME SIGNATURE �' LIC. NO. DATE M -E Engineers Inc. Lighting 9/18/2007 t.�, Run Initiation Time: 9/18/07 14:37:39 Run Code: 11901 145 EnergyPro 4.3 by EnergySoft User Number: 3669 Job Number: LA07040 Page:of 12 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF -1 PROJECT NAME DATE AERA Baseball Park I 9/18/2007 7] ANNUAL TDV ENERGY USE SUMMARY kBtu/s ft- r Standard Proposed Compliance ENERGY COMPONENT Design Design Margin Space Heating 10.17 93 sqft. 16 sqft. 8.78 Rear Elevation 1.39 87 sqft. Space Cooling 189.16 Right Elevation Total Roof N 174.58 0 sqft. 32 sgft. 0tgft. 14.58 'Indoor Fans 127.84 136.36 -8.52 Heat Rejection 0.00 0.00 0.00 Pumps & Misc. 0.00 0.00 0.00 Domestic Hot Water 0.00 0.00 0.00 Lighting 69.81 69.81 0.00 Receptacle 1 80.461 1 80.461 1 0.00 Process 0.00 0.00 0.00 TOTALS: 477.43 469.99 7.44 Percent better than Standard: 1.6% ( 1.6% excluding Drocess) Building Orientation Q90deq Conditioned Floor Area Number of Stories 1 Unconditioned Floor Area Number of Systems 1 Conditioned Footprint Area Number of Zones 11 Fuel Type 100 sgft. sgft. sgft. 0 100 Natural Gas Left Elevation Orientation Gross Area Glazina Area Glazina Ratio Front Elevation E 0 sqft. 0 sqft. 0.0% Left Elevation S 93 sqft. 16 sqft. 17.2% Rear Elevation W 87 sqft. 16 sqft. 18.4% Right Elevation Total Roof N 0 sqft. 180 sgft. 10o sqft. 0 sqft. 32 sgft. 0tgft. 0.0% Standard Proposed Lighting Power Density 1.200 W/sqft. 1.200 W/sqft. Prescriptive Env. Heat Los 35 Btu/h 64 Btu/h Prescriptive Env. Heat Gai 3,740 Btu/h-F 7,284 Btu/h-F Remarks: Run Initiation Time: 09/18/07 14:37:39 Run Code: 1190151459 EnergyPro 4.3 by EnergySoft User Number: 3669 Job Number. LA07040 Page:4 of 12 999 N. Sepulveda Blvd. Suite 100 EI Segundo, CA 90245 a 310.416.9660 tel 310.416.9650 fax RO S S C T71 REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / File Name: Drawn: THE PARK AT RIVER WALK MAINTENANCE FACILITY TITLE 24 CERTIFICATE OF Job No.: 2007-101 Engineer: Date: 09/28/07 Checked By. 11200 STOCKDALE HWY COMPLIANCE M -E ENGINEERS, INC. CONSULTING ENGINEERS 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 SHEET NO. M0.3 CITY OF BAKER�FIELD, CALIFORNIA AGE CKAGE") MAINTENANCE BUILDING SEE ENLARGED PLAN BELOW ----------- i File Name: PUBLIC WORKS DEPARTMENT Job No.: 2007-101 Date: 09/28/07 Drawn: Engineer: Checked By. / SEE DRAWING M3.1 FOR THIS AREA (7------_�-�— ----------- -�---- - --�- 1 --- ------------ ---- SITE PLAN 2 M10 MAINTENANCE BUILDING SCALE: 1 "=60'-0" REF: THE PARK AT RIVER WALK MAINTENANCE FACILITY 11200 STOCKDALE HWY No. DA TE i 4*1 i M -E ENGINEERS, INC. CONSULTING ENGINEERS i 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 A. No. M-25816 EXP. JUNE 30. 2009 \� OF CA��/ SITE PLAN SHEET N0. M1.0 0 60' 120' 18C i I A 2 1 M3.1 B CITY OF BAKER$FIELD, CALIFORNIA )UTDOOR ,GE ::1--1 LONGITUDINAL SECTION 2 M3.1 MAINTENANCE BUILDING SCALE: 1/8"=V-0" '-0" REF: C4 5 6 I II 3 I M3.1 PO I CG- innA 90E v i III RE STROOM 5 EF 3 -� 420E STORAGE PUBLIC WORKS DEPARTMENT _ �o -U/c -60 1 I 3 '_ 101 6 -1 - - - 340R, 3 1 1 M3.1 GROUND LEVEL PLAN MAINTENANCE BUILDING SCALE: 1/8"=V-0" '-0" REF: File Name: Drawn: THE PARK AT RIVER WALK MAINTENANCE FACILITY Job No.: 2007-101 Engineer: 11200 STOCKDALE HWY Date: 09/28/07 Checked By. 999 N. Sepulveda Blvd. Suite 100 EI Segundo, CA 90245 310.416.9660 tel ROSS ETTI 310.416.9650 fax REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / M -E ENGINEERS, INC. CONSULTING ENGINEERS 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 NOTES DOOR LOUVER, 1.5 SQ. FT. MINIMUM FREE AREA (SEE ARCH.) a 3/8" LIQUID LINE AND 5/8" SUCTION LINE. CONNECT 3/4" CONDENSATE DRAIN PIPING IN WALL TO TAILPIECE OF PLUMBING FIXTURE. ® POWER VENTILATION KIT, FANTECH INLINE FAN MODEL FR 100. F5-] WALL LOUVER, 1.5 SQ. FT. MINIMUM FREE AREA (SEE ARCH.) MAINTENANCE BUILDING MECHANICAL PLANS SHEET NO. M 3.1 0 8' 16' 24' CITY OF BAKE 999 N. Sepulveda Blvd. Suite 100 � EI Segundo, CA 90245 310.416.9660 tel ROSSETI 310.416.9650 fax REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / 4 / / M -E ENGINEERS, INC. CONSULTING ENGINEERS 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 A. No. M-25816 EXP. JUNE 30, 2009 OF c File Name: Drawn: THE PARK AT RIVER WALK MAINTENANCE FACILITY DETAILS AND CONTROL FIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 2007-101 Engineer: Date: 09/28/07 Checked By. 11200 STOCKDALE HWY SEQUENCE 0 SHEET NO. M4.1 1. GENERAL NOTES: A. PROVIDE ALL NECESSARY HARDWARE AND SOFTWARE INCLUDING, BUT NOT LIMITED TO, CONTACTS, SENSORS, DEVICES, INSTRUMENTATION, SEE STRUCTURAL DWG. WIRING AND CONDUITS TO ACCOMPLISH THE FOLLOWING CONTROL AND FOR ANCHORAGE CONTROL SEQUENCE FOR THE HEATING, VENTILATING AND AIR REQUIREMENTS (TYP.) SPRING ISOLATOR (TYP.) CONDITIONING SYSTEMS UNLESS OTHERWISE NOTED ON THE DRAWINGS AND SPECIFIED ELSEWHERE. HANGER ROD SUPPORTS SECURETO B. ALL CONTROL SET POINTS SHALL BE FULLY ADJUSTABLE. STRUCTURE C. MOTOR STARTER WIRING DIAGRAMS AND TYPICAL CONNECTION FOR ABOVE. PROVIDE FLEXIBLE CONN. SEISMIC RESTRAINT CONTROL WIRING SCHEMES ARE COVERED IN DIVISION 16 CONTRACT AS REQUIRED DOCUMENT. MOTOR CONTROL OPERATIONS REQUIRED UNDER DIVISION 15 SHALL BE COORDINATED WITH DIVISION 16 WORK TO ENSURE A COMPLETE AND FUNCTIONAL INSTALLTION. INLET SCREEN p1 EF -3 � 2. AIR CONDITIONING, HEATING AND VENTILATING SYSTEMS: GRAVITY BACKDRAFT DAMPER A. SPLIT HEAT PUMP SYSTEM: 1. WHEN THE HEAT PUMP IS STARTED, THE INDOOR FAN AND OUTSIDE AIR VENTILATION FAN SHALL OPERATE CONTINUOUSLY. 2. COOLING MODE: WHEN THE ROOM THERMOSTAT CALLS FOR COOLING, THE COMPRESSOR AND CONDENSER FAN SHALL OPERATE. IN-LINE AIR FAN INSTALLATION 1 3. HEATING MODE: UPON A CALL FOR HEATING, THE FOLLOWING SHALL HAPPEN: ` (A) THE REVERSING VALVE SHALL BE TURNED ON AND THE COMPRESSOR SHALL START TO OPERATE. (B) WHEN THE ROOM TEMPERATURE IS SATISFIED WITH THE A TEMPERATURE SENSOR HEATING SETPOINT, THE MECHANICAL HEATING STAGE SHALL STEP DOWN OR CYCLE OFF. JA B. EXHAUST FANS: R R 1. EXHAUST FANS EF -2 SHALL BE INTERLOCKED WITH THE TOILET LIGHT SWITCH. 2. EXHAUST FAN EF -3 SHALL BE TURNED ON AND OFF BY THE R=1.5 X A R=1.5 X A SPACE THERMOSTAT BASED ON THE SPACE TEMPERATURE, WHEN 90' S PIECE ELBOW 45' 3 PIECE ELBOW THE SPACE TEMPERATURE IS ABOVE 807, THE FAN SHALL BE ON UNTIL THE SPACE TEMPERATURE DROPS BELOW 777. Ilu REDUCING CONICAL LATERAL TEE NOTES: 1. FITTINGS TO BE 1 GAGE HEAVIER THAN CONNECTING DUCT. 2. ADJUSTABLE ELBOWS PERMITTED W/DUCT CONSTRUCTION OF 2" W.C. OR LESS. 3• CONTINUOUS SEALANT AT EACH GORE JOINT. CONTROL SEQUENCE (31 ROUND DUCT FITTINGS 2 CITY OF BAKE 999 N. Sepulveda Blvd. Suite 100 � EI Segundo, CA 90245 310.416.9660 tel ROSSETI 310.416.9650 fax REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / 4 / / M -E ENGINEERS, INC. CONSULTING ENGINEERS 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 A. No. M-25816 EXP. JUNE 30, 2009 OF c File Name: Drawn: THE PARK AT RIVER WALK MAINTENANCE FACILITY DETAILS AND CONTROL FIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 2007-101 Engineer: Date: 09/28/07 Checked By. 11200 STOCKDALE HWY SEQUENCE 0 SHEET NO. M4.1 " 0 PLUMBING LEGEN ABV SYMBOL ABBREV. DRAWING DESCRIPTION AREA DRAIN S OR W SOIL OR WASTE ABOVE GRADE OR FLOOR AMERICANS WITH DISABLITIES ACT S OR W SOIL OR WASTE BELOW GRADE OR FLOOR ABOVE FINISHED FLOOR ELEC ELECTRICAL AFG SD SD STORM DRAIN ABOVE GRADE OR FLOOR -- SD -- SD STORM DRAIN BELOW GRADE OR FLOOR OD OD OVERFLOW DRAIN MS ---SSD-- SSD SUB SOIL DRAINAGE AP ----- V VENT ASME - CW COLD WATER NEMA - - HW HOT WATER ASPE D D INDIRECT DRA N — — TP — — TP TRAP PRIMER ASSY —�— WHA WATER HAMMER ARRESTOR ® ® ® ® FS FLOOR SINK WITH GRATE AS SHOWN O FD FLOOR DRAIN AUTO Q RD ROOF DRAIN AO Q ORD OVERFLOW RO F DRAIN O IWR/RR INDIRECT WASE RECEPTOR / ROOF RECEPTOR BELOW FINISHED FLOOR SOV SHUT OFF VALVE BFG BELOW FINISHED GRADE BV BALL VALVE BOB BOTTOM OF BEAM PRV PRESSURE REDUCING VALVE - SV SOLENOID VALVE BT BATHTUB MV MOTORIZED VALVE BTUH BRITISH THERMAL UNIT PER HR. STR. STAINER CLG CEILING SOV INYB SHUT OFF VALVE IN YARD BOX —� �— CV CHECK VALVE CMC CALIFORNIA MECHANICAL CODE T/PRV TEMPERATURE PRESSURE RELIEF VALVE CALIFORNIA PLUMBING CODE GPM VTR VENT THRU ROOF' CIRCULATING PUMP --21- BJ BALL JOINT CUBIC FEET -�- RHB RECESSED HOE BIBB --�-�- HB HOSE BIBB CUBIC FEET PER MINUTE HDR HEADER SHUT OFF VA VE ON VERTICAL PIPE HLA - PIPING DOWN CONTRACTOR FURNISHED, CONTRACTOR INSTALLED 0 - PIPING UP CENTERLINE HP FCO/COTG FLOOR CLEANUT / CLEANOUT TO GRADE tARD ®— COYB CLEANOUT IN BOX I WCO WALL CLEANO T HX - REDUCER CONTINUE, CONTINUATION, -D4-- BWV BACK WATER VALVE --D�—Da-- BFP REDUCE PRES URE BACKFLOW PREVENTER IC - PRESSURE GAUGE CITY PRESSURE RECLAIMED WATER —T_ WHA WATER HAMMER ARRESTER .. - BRANCH CONNECTION OUT OF BOTTOM INST - BRANCH CONNECTION OF TOP IRR - FLOW -IN DIRE TION OF ARROW ] SQ. FT SQUARE FEE DOWN — - SLEEVE TMV TEMPERATED MIXING VALVE ABBREVIATIONS (CONTINUED) ABV ABOVE DWG DRAWING AD AREA DRAIN EFF EFFICIENCY ADA AMERICANS WITH DISABLITIES ACT ELEV ELEVATION AFF ABOVE FINISHED FLOOR ELEC ELECTRICAL AFG ABOVE FINISHED GRADE EQP EQUIPMENT AN ACID NEUTRALIZER ESH EMERGENCY SHOWER ANSI AMERICAN NATIONAL STANDARDS EW EMERGENCY EYE WASH MS INSTITUTE EWSH EMERGENCY EYE WASH / SHOWER AP ACCESS PANEL, ALARM PANEL EWC ELECTRIC WATER COOLER ASME AMERICAN SOCIETY OF MECHANICAL EX EXISTING NEMA ENGINEERS F FIRE ASPE AMERICAN SOCIETY OF PLUMBING ' F DEGREES FAHRENHEIT NFPA ENGINEERS FDC FIRE DEPARTMENT CONNECTION ASSY ASSEMBLY FIFE FINISHED FLOOR ELEVATION ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS FL FLOOR, FLOW LINE ARCH ARCHITECTURAL FM FACTORY MUTUAL AUTO AUTOMATIC FPS FEET PER SECOND AO AIR OUTLET FT FEET, FLUSH TANK BEL BELOW FU FIXTURE UNITS BFF BELOW FINISHED FLOOR FUD FUNNEL DRAIN BFG BELOW FINISHED GRADE FA FIXED AIRGAP BOB BOTTOM OF BEAM FUT FUTURE BSMT BASEMENT FV FLUSH VALVE BT BATHTUB GW GREASE WASTE BTUH BRITISH THERMAL UNIT PER HR. GAL GALLONS CLG CEILING GC GENERAL CONTRACTOR CBC CALIFORNIA BUILDING CODE GPF GALLONS PER FLUSH CMC CALIFORNIA MECHANICAL CODE GPH GALLONS PER HOUR CPC CALIFORNIA PLUMBING CODE GPM GALLONS PER MINUTE CP CIRCULATING PUMP GM GAS FIRED WATER HEATER CF CUBIC FEET ADA HANDICAPPED, ACCESSIBLE CFH CUBIC FEET PER HOUR HD HEAD CFM CUBIC FEET PER MINUTE HDR HEADER CI CAST IRON HLA HIGH LIMIT ALARM CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED HORIZ HORIZONTAL CL, CENTERLINE HP HORSEPOWER CONC CONCRETE HTR HEATER C COPPER HVAC HEATING VENTILATING AND AIR CONN CONNECT, CONNECTION HX HEAT EXCHANGER CONT CONTINUE, CONTINUATION, HCP HANDICAPPED CSP COMBINATION STANDPIPE HZ HERTZ CPCW CITY PRESSURE COLD WATER IC IRRIGATION CONTRACTOR CPRW CITY PRESSURE RECLAIMED WATER IE INVERT ELEVATION DCV DOUBLE CHECK VALVE IN INCHES DCDA DOUBLE CHECK DETECTOR ASSEMBLY INST INSTALL DF DRINKING FOUNTAIN IRR IRRIGATION DIA DIAMETER JC JANITOR'S CLOSET DN DOWN KEC KITCHEN EQUIPMENT CONTRACTOR ABBREVIATIONS KW KILOWATT SPR SPRINKLER LAV LAVATORY SPX SIMPLEX LAP LOCAL ALRAM PANEL SS STAINLESS STEEL M METER TP TRAP PRIMER MAX MAXIMUM TYP TYPICAL MH MAN HOLE UON UNLESS OTHERWISE NOTED MIN MINIMUM UR URINAL MS MOP SINK UTR UP THROUGH ROOF MTD MOUNTED VBF VENT BELOW FLOOR NC NORMALLY CLOSED VTR VENT THROUGH ROOF NEMA NATIONAL ELECTRICAL WC WATER CLOSET MANUFACTURERS ASSOCIATION WH WATER HEATER NFPA NATIONAL FIRE PROTECTION ASSOC. SS STAINLESS STEEL NIC NOT IN PLUMBING CONTRACT TC TIME CLOCK NO NORMALLY OPEN TEMP TEMPERATURE, TEMPORARY OC ON CENTER TMV THERMOSTATIC MIXING VALVE OFCI OWNER FURNISHED, CONTRACTOR INSTALLED TOB TOP OF BEAM OF01 OWNER FURNISHED, OWNER INSTALLED TP TRAP PRIMER OSD OVERFLOW STROM DRAIN THRU THROUGH OSHA OCCUPATIONAL SAFETY AND TS TAMPER SWITCH HEALTH ACT nB TIGHT TO BEAM PCW PUMPED COLD WATER nP TYPICAL PRW PUMPED RECLAIMED WATER UBC UNIFORM BUILDING CODE PD PLANTER DRAIN UL UNDERWRITERS LABORATORY PH PHASE LION UNLESS OTHERWISE NOTED PIV POST INDICATOR VALVE UPC UNIFORM PLUMBING CODE PLBG PLUMBING UR URINAL PO PLUGGED OUTLET USSG UNITED STATES STANDARD GAUGE PROV PROVIDE (FURNISH & INSTALL) UTR UP THROUGH ROOF PRESS PRESSURE VERT VERTICAL PS PRESSURE SWITCH VO VALVED OUTLET PSI POUNDS PER SQUARE INCH VTR VENT THROUGH ROOF PVB PRESSURE VACUUM BREAKER W/ WITH RCIP RECTANGULAR CAST IRON PIPE W/0 WITHOUT RCV RISER CONTROL VALVE WC WATER COLUMN, WATER CLOSET RI&C ROUGH IN & CONNECT WHA WATER HAMMER ARRESTOR (SA) RPM REVOLUTIONS PER MINUTE WM WATER METER RVB RECESSED VALVE BOX WT WEIGHT RWI RECLAIMED WATER IRRIGATION WP WORKING PRESSURE S, SK SINK VB VACUUM BREAKER, VALVE BOX S SLOPE ZCV ZONE CONTROL VALVE SA SHOCK ABSORBER (WHA) SA SAME AS SD STORM DRAIN SSD SUB SOIL DRAIN SE SEWAGE EJECTOR SF SQUARE FEET SH SHOWER 999 N. Sepulveda Blvd. Suite 100 EI Segundo, CA 90245 310.416.9660 tel ROSS ETT 310.416.9650 fax REVS/ONS No. DA TE DESCRIPTION 1 / / 7 2 / / 3 / / 4 T 1qqFrM -E ENGINEERS, INC. CONSULTING ENGINEERS 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 F�dH A. S'A% No. M-25816 EXP. JUNE 30, 2009 q� OF CA1-�F��� File Name: Drawn: THE PARK AT RIVER WALK MAINTENANCE FACILITY SHEET NO. CITY OF BAKE SFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 2007-101 Engineer: Date: 09/28/07 Checked By. 11200 STOCKDALE HWY Po.1 DRAWING LIST SHEET NO. TITLE PO.1 PLUMBING LEGEND, ABBREVIA11ONS PO.2 PLUMBING EQUIPMENT, FIXTURE SCHEDULES, GEN. NOTES P2.1 GROUND LEVEL PLAN - MAINTENANCE BLDG. P3.1 PLUMBING DETAILS 999 N. Sepulveda Blvd. Suite 100 EI Segundo, CA 90245 310.416.9660 tel ROSS ETT 310.416.9650 fax REVS/ONS No. DA TE DESCRIPTION 1 / / 7 2 / / 3 / / 4 T 1qqFrM -E ENGINEERS, INC. CONSULTING ENGINEERS 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 F�dH A. S'A% No. M-25816 EXP. JUNE 30, 2009 q� OF CA1-�F��� File Name: Drawn: THE PARK AT RIVER WALK MAINTENANCE FACILITY SHEET NO. CITY OF BAKE SFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 2007-101 Engineer: Date: 09/28/07 Checked By. 11200 STOCKDALE HWY Po.1 PLUMBING GENERAL NOTES: SYMBOL 1. COORDINATE LOCATIONS, SIZES, AND ELEVATIONS OF ALL SLEEVES THROUGH W STRUCTURE WITH STRUCTURAL AND ARCHITECTURAL DRAWINGS. 2. COORDINATE AND VERIFY EXACT LOCATION, SIZE, ONNECTION POINT, AND 4"299 ELEVATION OF UTILITY SERVICE PIPING PRIOR TO TZENCHING OR INSTALLATION. 3. COORDINATE LOCATIONS OF VALVES, PIPING, AND RLUMBING EQUIPMENT WITH LAVATORY ARCHITECTURAL DRAWINGS IN REFERENCE TO WALL AND PARTITION CONSTRUCTION. 4. ALL VALVES AND APPURTENANCE SHALL BE LOCA1ED TO BE READILY ACCESSIBLE. HB -1 PROVIDE AND INSTALL ACCESS PANELS FOR ALL V LVES AND APPURTENANCE - INSTALLED WITHIN OR BEHIND WALLS OR NON -REM VABLE CEILINGS. PROVIDE WALL FLANGE INLET W/ VACUUM BREAKER STAINLESS STEEL ACCESS PANELS IN TILE WALLS. PAINT ALL OTHERS TO MATCH - ADJACENT FINISHES. _ 5. COORDINATE PIPING AND EQUIPMENT LOCATIONS WI H OTHER TRADES. ANY TRAP PRIMER PIPING INSTALLED WITHOUT COORDINATION IS SUBJ CT TO REMOVAL AT 1/2" CONTRACTOR'S EXPENSE. - 6. PROVIDE WATER HAMMER ARRESTORS ON ALL HOT AND COLD WATER PIPING SERVING FIXTURES OR EQUIPMENT WITH QUICK CLO ING VALVES. SIZE & � LOCATION SHALL COMPLY WITH PDI STD. WH -201. a v 7. PROVIDE TRAP PRIMERS TO ALL FLOOR DRAINS AN), FLOOR SINKS NOT RECEIVING v n I A CONTINUOUS DISCHARGE OF WASTE WATER. N � 8. ALL WORK SHALL CONFORM TO THE STANDARDS 0 THE CODES AND ORDINANCES LISTED IN THE DIVISION 15 SPEC FICATIONS. 9. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF PLUMBING FIXTURES. 10. PROVIDE SLEEVES AND FIRESTOPPING ASSEMBLIES T PIPE PENETRATIONS WITH CONSTRUCTION AND MATERIALS IN CONFORMANCE VITH STATE FIRE MARSHAL REQUIREMENTS AND UL BUILDING MATERI LS/FIRE RESISTIVE DIRECTORY. 11. EXISTING UTILITIES SHOWN ON DRAWINGS ARE BAS D ON INFORMATION AVAILABLE ?�� & IS NOT GUARANTEED. THE CONTRACTOR SHALL VERIrY EXISTING CONDITIONS PRIOR TO SUBMITTING BID INCLUDE FOR ALL VARIATION IN BID. 12. IN CASE OF CONFLICT OR CONTRADICTION BETWEEN CONTRACT DOCUMENTS, APPLICABLE CODES AND GOVERNING AGENCIES, THE MOST STRINGENT SHALL Q�� APPLY. 13. ALL PLUMBING FIXTURES SHALL BE WATER CONSER ATI I N LOW FLOW TYPE PER ENERGY STANDARDS. 14. FIRE PROTEC11ON WATER SERVICE LINE SHALL BEI STALLED BY DWP ABV. GRADE AND PAID BY THE CONTRACTOR. O 15. CONTRACTOR SHALL PAY FOR ALL UNDERGROUND JT1LinES INSTALLATION COSTS AND CONNECTION FEES. 16. SOILS AT THIS SITE HAVE BEEN FOUND TO BE "CO RO IVE" TO "SEVERLY CORROSIVE" PROVIDE PROTECTION FOR ALL UNDERGROUND METAL FERROUS PIPING. REFER TO SPECIFICATION BECION 15400 3.1/C 1 A w 0 0 PLAN CHECK NOTES: 1. ALL SYSTEMS, EQUIPMENT AND/OR BUILDING COMPONENTS SHALL COMPLY WITH THE APPLICABLE MANUFACTURER PROVISIONS AND INSTALLATION PROVISIONS OF TITLE 24, PART 6, CHAPTER 2, SECTIONS 111 THROUGH 119. 2. ALL APPLIANCES FOR WHICH A CALIFORNIA STANDARD HAS BEEN ESTABLISHED IN THE APPLIANCE EFFICIENCY REGULATIONS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLIANT WITH THE APPLICABLE STANDARDS. 3. - CONTROLS FOR SERVICE WATER HEATING SYSTEMS SHALL LIMIT THE OUTLET TEMPERATURE AT PUBLIC LAVATORIES TO 110 DEGREES FAHRENHEIT., 4. INSULATION MINIMUM R -VALUE FOR PIPES 2" AND SMALLER IS R-4. INSULATION MINIMUM R -VALUE FOR PIPES 2" AND LARGER IS R-6. GENERAL SEISMIC NOTES: 1. CONTRACTOR TO PROVIDE COMPLETE SEISMIC ANCHORAGE AND BRACING FOR ALL MECHANICAL EQUIPMENT WEIGHING 400 POUNDS OR MORE THAT IS DIRECTLY MOUNTED ON THE FLOOR OR ROOF AND ALL MECHANICAL EQUIPMENT WEIGHING OVER 20 POUNDS THAT IS SUSPENDED FROM THE STRUCTURE OR SUPPORTED BY VIBRATION ISOLATORS TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIREC11ON USING THE CRITERIA OUTLINED IN THE 1998 CALIFORNIA BUILDING CODE. REFER TO CHAPTER 16, TABLE 16-0 FOR APPLICABLE VALUES AND FORCE FACTOR "Ap" and "Rp". CONSIDER THE AFFECT OF TEMPERATURE CHANGE IN PREPARATION OF ANCHORAGE AND BRACING DETAILS. PROVIDE ANCHORAGE CALCULATIONS AND DETAILS CERTIFIED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE MECHANICAL ENGINEER, STRUCTURAL ENGINEER AND THE CITY ENGINEER. 2. CONTRACTOR TO PROVIDE COMPLETE SEISMIC BRACING AND ANCHORAGE OF ALL PIPING. BRACING AND ANCHORAGE SHALL CONFORM TO SMACNA "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS" OR OTHER PRE -APPROVED SYSTEMS. 3. THE SEISMIC BRACING AND ANCHORAGE OF FIRE PROTECTION PIPING SHALL CONFORM TO THE LATEST EDITION OF NFPA-13. THE INSTALLATION OF THE SEISMIC BRACING AND ANCHORAGE OF FIRE SPRINKLER PIPING IS SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER, MECHANICAL ENGINEER AND THE CITY ENGINEER. CONTRACTOR TO DETAIL SEISMIC BRACING AND ANCHORAGE OF FIRE PROTECTION PIPING ON THE DRAWINGS AND SUBMIT -SUPPORTING CALCULATIONS TO CITY OF BAKERSFIELD FIRE DEPT. & OBTAIN THEIR APPROVAL. 4. REFER TO STRUCTURAL DRAWINGS FOR CONCRETE ANCHOR TYPE AND INSTALLATION REQUIREMENTS. PLUMBING FIXTURE SCHEDULE SYMBOL DESCRIPTION MINIMUM CONNECTION SIZE REMARKS W V CW HW WC -1 WATER CLOSET 4"299 VOLT 1" - WALL HUNG, ADA COMPLIANT FLUSH VALVE 1.6 GPF L-1 LAVATORY 2" 1-1/2- T/2" 1/2- WALL HUNG/SELF CLOSING METERING FAUCETS HB -1 HOSE BIBB - - 3/4" - WALL FLANGE INLET W/ VACUUM BREAKER FD -1 FLOOR DRAIN - - _ _ W/TRAP PRIMER CONN. SEE PLANS FOR SIZES TP -1 TRAP PRIMER - - 1/2" - - aW �Z Uo REMARKS SYSTEM � �z � a v � ' w � v n I CL N � EnM Np JZ�U' Z Y ?�� W U C/)I 9 Ma �a °M �� g= �> �� Q�� xa x0- 0 m� ELECTRIC DOMESTIC WATER HEATER SCHEDULE NO. SERVICE LOCATION TYPE MANUFACTURER AND MODEL NO. RECOVERY ® 807 RISE STORAGE CAPACITY ELECTRICAL OPER. WT•(LB•) REMARKS KW VOLT PHASE AMPS EWH-1 MAINTENANCE BUILDING TOILET 101 INSTANTANEOUS CHRONOMITE M -30L-120 - - 3 120V 1 30 5 -- -- O w N p �oJ ,� JW Nz aW �Z Uo REMARKS SYSTEM � �z � a v � ' �D 0 i y w CITY OF BAKER FIELD, CALIFORNIA �L_ PUBLIC WORKS DEPARTMENT File Name: Job No.: 2007-101 Date: 09/28/07 PRESSURE REDUCING VALVE MANUFACTURER NO. QUANTITY LOCATION & MODEL NO. SIZE REMARKS PRV 1 1 AT BUILDING (SEE P1.1) WILKINS 500YSBR 2 " WITH INTEGRAL BY-PASS CHECK VALVE. "Y" ? WITH IN-LINE TYPE STRAINER. PIPE MATERIALS: 0 MATERIAL a Z ? C) O w N p �oJ ,� JW Nz aW �Z Uo REMARKS SYSTEM � �z � a v � ' w � v n I CL N � EnM Np JZ�U' Z Y ?�� W U C/)I 9 Ma �a °M �� g= �> �� Q�� xa x0- 0 m� POTABLE WATER ABV. GRADE O BELOW GRADE O MG COUPLINGS ACCEPTABLE INDIRECT WASTE INSIDE O OUTSIDE O NATURAL GAS O STORM ABV. GROUND O BELOW GROUND O O DRAIN SANITARY ABV. GROUND O BELOW GROUND O O DRAINAGE SANITARY VENT O O Drawn: THE PARK AT RIVER WALK MAINTENANCE FACILITY Engineer: Checked By. 11200 STOCKDALE HWY 999 N. Sepulveda Blvd. Suite 100 EI Segundo, CA 90245 310.416.9660 tel ROSSETTI _- 310.416.9650 fax REVISIONS No. DA TE DESCRIP TION 171 // 271 / / 371 / / 471 / / M -E ENGINEERS, INC. CONSULTING ENGINEERS 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 A. No. M-25816 EXP. JUNE 30, 2009 SHEET NO. PO.2 f cc I I/ CITY OF BAKER FIELD, CALIFORNIA 1 1 1 1 1 1 1 1 1 1 2 3 4 5 6 I I 1 I I I I I I II I II I I I® ® ® 0 ® j III I I \ I I I I II i 4"WCO -- - -- - - - - -- -- ----- i ---------- - - ------------------ I I - - - -- - - --------�- I I 2"VTR - --- 1 �- - - - - - - - - - _3� 1 -�A J 3/4» TP i 1 I I I I i II FD -1 i i I 1 TOILET CCVERED OUTDOOR -1/2"CW DN STORAGE STORAGE I 11 WALL 104 103 it — --------------- --- -- — — —)W/SOV & AP. --—--—————— — INSTANEOUS WATER HEATER' / EWH-1 UNDER ( OFFICE SINK. FOR O 1 FI DETAIL SEE DW 1 P3.01. l / I 1 -- - -- - -- ---- - LT--------------------- -- IS.O.V IN - 1 - -------------------- - ----- - - - - --- - -� ---------- ---- -- - -- -- PSV YARD BOX_-- - - 491W, FOR CONT. FOR CONT. SEE CIVIL SEE CIVIL DWGS. DWGS. GROUND LEVEL PLAN 1 P21 MAINTENANCE BUILDING . PUBLIC WORKS DEPARTMENT SCALE: 11/8"=V-0" REF: 471 M -E ENGINEERS, INC. CONSULTING ENGINEERS 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 File Name: Drawn: THE PARK AT RIVER WALK MAINTENANCE FACILITY SHEET NO. Job No.: 2007-101 Engineer: Date: 09/28/07 Checked B 11200 STOCKDALE HWY P2.1 By 0 8' 16' 2 4' 999 N. Sepulveda Blvd. Suite 100 EI Segundo, CA 90245 ' 310.416.9660 tel ROS S ETT I 310.416.9650 fax REVISIONS No. DA TE DESCRIP TION 1 / / 2 3 471 M -E ENGINEERS, INC. CONSULTING ENGINEERS 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 File Name: Drawn: THE PARK AT RIVER WALK MAINTENANCE FACILITY SHEET NO. Job No.: 2007-101 Engineer: Date: 09/28/07 Checked B 11200 STOCKDALE HWY P2.1 By 0 8' 16' 2 4' 9- THREADED CLEA PLUG CLEANOUT TEE (:�\ WALL CLEANOUT 3 NOT TO SCALE FINISHED WALL SURFACE COVER PLATE WITH SECURING SCREW TAPER THREAD - BRONZE PLUG �— E -1---z \_ ISOLATION VALVE CW MAIN OR BRANCH 1/2" CW TAKE -OFF TRAP PRIMER VALVE WITH INTEGRAL VB I I I L— —J ACCESS PANEL (AS REQUIRED) 1/2' TP LINE TO TRAP PRIMER INLET CONN. ® FLOOR DRAINS AND FLOOR SINKS. PROVIDE SUPPLY TUBE AND DISTRIBUTION UNIT FOR TRAP PRIMER WITH TWO OR MORE CONNECTIONS f— FCO FFIN. FLR. OR DECK 4" (MAX.) 1 8 BEND OR PLUG ` WYE WHERE FCO OCCURS AT END OF LINE FLOOR CLEANOUT NOT TO SCALE SINK OR - LAVATORY HOT WATER HEATER W W Z V) w m 0 Q 17" JUNCTION BOX-----/ (SEE ELEC. DWGS) 3/4" CW SUPPLY TO SK 3/4" CW SUPPLY INSIDE WALL i TOP OF COUNTER i i FINISHED FLOOR 4 TRAP PRIMER � INSTANTANEOUS WATER HEATER I�`JOT TO SCALE X- File Name: Drawn: CITY OF BAKER FIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 2007-101 Engineer; THE PARK AT RIVER WALK MAINTENANCE FACILITY a -= Date: 09/28/07 Checked By. 11200 STOCKDALE HWY 471 M -E ENGINEERS, INC. CONSULTING ENGINEERS 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 A. No. M-25816 EXP. JUNE 30. 2009 OF CAS\F��� z SHEET N0. P3.1 999 N. Sepulveda Blvd. Suite 100 EI Segundo, CA 90245 x = 310.416.9660 tel 310.416.9650 fax ROSSETTI REVISIONS No. DA TE DESCRIP TION 1 / / 2 3 471 M -E ENGINEERS, INC. CONSULTING ENGINEERS 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 A. No. M-25816 EXP. JUNE 30. 2009 OF CAS\F��� z SHEET N0. P3.1 Z! Q 0 S. ABBREVIATIONS CUIT WIRING LEGEND . A, AMP AMPERES 1/2"C-2#10 MCC MOTOR CONTROL CENTER AC ALTERNATING CURR NT KCMIL THOUSAND CIRCULAR MILS AFF ABOVE FINISHED FL OR MECH MECHANICAL ARS AVAILABLE RMS 10 MFGR MANUFACTURER HI 3/4"C-7#12* SYMMETRICAL AMP RES MH MOUNTING HEIGHT ATS AUTOMATIC TRANS R MRS MINIMUM RMS CONDUCTORS MINIMUM. SWITCH CONTROL PANEL FURNISHED UNDER OTHER DIVISION SYMMETRICAL AMPERES AWG AMERICAN WIRE GAUGE DISCONNECT SWITCH, 60A WITH 40A FUSES SHOWN 70 EfS' (EQUIPMENT RATING) BC BARE COPPER MTD MOUNTED BKBD BACKBOARD REFERENCE TO NOTE #1 OR NOTE "A- MTS MANUAL TRANSFER SWITCH C CONDUIT (�__-_SHEET NC NORMALLY CLOSED CKT BRKR CIRCUIT BREAKER M -MANUAL MOTOR STARTER NIC NOT IN CONTRACT CKT CIRCUIT NF NON-FUSED CFCI CONTRACTOR FURNI HED, NL NIGHT LIGHT CONTRACTOR INSTA LED NO NORMALLY OPEN CLG CEILING THREE SWITCHES IN GANGED BOX CONTROLLING NTS NOT TO SCALE CO CONDUIT ONLY OFCI OWNER FURNISHED, CONT CONTACTOR ® ® CONTRACTOR INSTALLED CT CURRENT TRANSFOF MER OF01 OWNER FURNISHED, CU COPPER OWNER INSTALLED DB DIRECT BURIAL P POLE DISC DISCONNECT PB PULL BOX DIST DISTRIBUTION PNL PANEL DWG DRAWING PT POTENTIAL TRANSFORMER E EXISTING TO REMAIN PVC POLYVINYL CHLORIDE EDF ELECTRIC DRINKING PWR POWER FOUNTAIN PH,O PHASE EH ELECTRICALLY HELD R EXISTING TO BE REMOVED ER EXISTING TO BE REQ'D REQUIRED RELOCATED RL RELOCATED EXISTING ERM EXISTING TO BE RE OVED RM ROOM EWC ELECTRIC WATER COOLER SEC SECOND F FUSE SP, 1P SINGLE POLE FA FIRE ALARM SW SWITCH FI FILM ILLUMINATOR SWBD SWITCHBOARD FLA FULL LOAD AMPERES TS TIME SWITCH FLEX FLEXIBLE CONDUIT TELE TELEPHONE FLUOR FLUORESCENT TERM TERMINAL GFI GROUND FAULT TP TWISTED PAIR INTERRUPTER TSP TWISTED SHIELDED PAIR GRD, G GROUND TRANSF, XFMR TRANSFORMER HID HIGH INTENSITY DISCHARGE TYP TYPICAL HOA HAND -OFF -AUTOMATIC UON UNLESS OTHERWISE NOTED HP HORSEPOWER V VOLTS HZ HERTZ VA VOLT AMPERES INCAND INCAND�CYCLES/SEC.) SCENT VAR REACTIVE VOLT AMPERES J -BOX JUNCTION BOX VSD VARIABLE SPEED DRIVE KV KILOVOLT VP VAPOR PROOF KVA KILOVOLT AMPERES W WATTS KW KILOWATT WCR WITHSTAND CURRENT LTG LIGHTING RATING (EQUIPMENT) LV LOW VOLTAGE WP WEATHERPROOF MAX MAXIMUM XP, EXP EXPLOSION PROOF BRANCH Cl CUIT WIRING LEGEND . 1/2"C-2#1 2* 1 O 1/2"C-2#10 81! 3/4"C-2#8 -I+�— 1/2"C-3#12* TITLE 24 FORMS 1/2"C-3#10 -FH— 3/4"C-3#8 -HIS--- 1/2"C-4#12* 10 1/2"C-4#10 �i-- 3/4"C-4#8 Hil }— 1 /2"C-5#12* 10 3/4"C-5#10— 81111 1 1-C-5#8 H' i !I 3/4"C-6#12* 10 3/4"C-6#10 8 — 1-C-6#8 HI 3/4"C-7#12* 10 1 C-7#10 — 1-1 /4"C-7#8 -" I' l l" 3/4"C-8#12* 10 1-C-8#10 8im iiii 1-1 /4"C-8#8 * FOR 120 VOLT RECEPTACLE WIRING, PROVIDE #10 AWG NEUTRAL CONDUCTORS MINIMUM. TERMINAL CABINET, SIGNAL SYSTEM CITY OF BAKER$FIELD, CALIFORNIA SINGLE LINE DIAGRAM SYMBOLS DRAWING LIST E0.01 SYMBOL LIST AND ABBREVIATIONS E0.02 TITLE 24 FORMS NON-FUSED DISCONNECT SWITCH, 30A, 3P, UON E0.03 TITLE 24 FORMS. ®2 E2.01 SITE PLAN (SIZE '1' IS MINIMUM UON) E2.02 GROUND LE L ELECTRICAL PLAN CONCESSION BUILDING E2.03 GROUND LE L ELECTRICAL PLAN MAINTENANCE BUILDING E2.04 PANEL SCHEDULE �— CITY OF BAKER$FIELD, CALIFORNIA SINGLE LINE DIAGRAM SYMBOLS AA, 1-3-5 IDENTIFIES SINGLE OR MULTIWIRE BRANCH CIRCUITS (THREE CIRCUITS SHOWN) IN HOMERUN TO PANEL AA AA, 1-3,2 TRANSFORMER, DELTA TO GROUNDED WYE a_Y� HOMERUN TO PANELBOARD, CABINET OR TERMINAL BOARD AS INDICATED �— NON-FUSED DISCONNECT SWITCH, 30A, 3P, UON FUSED DISCONNECT SWITCH, 3P, UON ®2 MAGNETIC MOTOR STARTER - SIZE '2' INDICATED X (SIZE '1' IS MINIMUM UON) ® MAGNETIC MOTOR STARTER - TWO SPEED OF BRANCH CIRCUIT PANELBOARD WITH FEED -THROUGH 3 GUTTER, & MAIN CIRCUIT BREAKER SIZED PER T T 1 _T H-- SCHEDULE ELECTRICAL SYMBOLS (AS APPLICABLE) AA, 1-3-5 IDENTIFIES SINGLE OR MULTIWIRE BRANCH CIRCUITS (THREE CIRCUITS SHOWN) IN HOMERUN TO PANEL AA AA, 1-3,2 DESIGNATES SEPARATE SETS OF SINGLE OR MULTIWIRE BRANCH CIRCUITS (TWO SETS SHOWN, A TWO CIRCUIT AND ONE CIRCUIT) IN HOMERUN TO PANEL AA ® HOMERUN TO PANELBOARD, CABINET OR TERMINAL BOARD AS INDICATED FLUORESCENT FIXTURE, SURFACE MOUNTED ON HOMERUN TO SWITCHBOARD OR MOTOR CONTROL CENTER. SIZE PER SINGLE LINE DIAGRAM OR SCHEDULE CONDUIT CONCEALED IN WALLS OR ABOVE CEILING. REFER TO SPECIFICATIONS FOR USE OF EXPOSED CONDUIT OUTLET BOX OR RECESSED WITH ATTACHED OUTLET CONDUIT BELOW FLOOR SLAB OR UNDERGROUND X EXPOSED CONDUIT. 0-1 CONDUIT TURNED DOWN OF CONDUIT TURNED UP (LETTER 'F' INDICATES FLUSH FLOOR COUPLING TERMINATION) 3 CONDUIT STUBBED & CAPPED T T 1 _T H-- FLEXIBLE CONDUIT CONNECTION �— RECESSED MOUNTED PANELBOARD, CABINET OR EQUIPMENT n SURFACE MOUNTED PANELBOARD, CABINET OR EQUIPMENT RECESSED DOWN LIGHT POWER DISTRIBUTION PANELBOARD, LETTERED BALLOON INDICATES PANEL, SWITCHBOARD, MOTOR CONTROL CENTER, OR EQUIPMENT CABINET DESIGNATION S BRANCH CIRCUIT PANELBOARD, TERMINAL CABINET, SIGNAL SYSTEM CONTROL PANEL FURNISHED UNDER OTHER DIVISION Ems' NON-FUSED DISCONNECT SWITCH, 30A, 3P, UON 60/40 0' DISCONNECT SWITCH, 60A WITH 40A FUSES SHOWN 70 EfS' 3 -POLE CIRCUIT BREAKER DISCONNECT, 70A TRIP SHOWN ® MAGNETIC MOTOR STARTER, SIZE '1', UON COMBINATION MAGNETIC MOTOR STARTER AND CIRCUIT BREAKER DISCONNECT AA LIGHTING FIXTURE IDENTIFICATION; 'AA' INDICATES FIXTURE TYPE. 1Q AO REFERENCE TO NOTE #1 OR NOTE "A- +4'-6" MOUNTING HEIGHT FROM FINISHED FLOOR TO CENTERLINE OF OUTLET OR EQUIPMENT MH= 10'-6" MOUNTING HEIGHT FROM FINISHED FLOOR TO BOTTOM OF OUTLET OR EQUIPMENT (�__-_SHEET DETAIL DESIGNATION NUMBER DETAIL REFERENCE - DRY TYPE TRANSFORMER File Name: Job No.: 2007-101 Date: 09/28/07 Drawn: Engineer: Checked By. FLOOR CEILING WALL DESCRIPTION ® ® FLUORESCENT FIXTURE, SURFACE MOUNTED ON TELEPHONE/DATA OUTLET. WALL OUTLET AT +18", LION. FLOOR OUTLET ON FLOOR BOX W'1 OUTLET BOX OR RECESSED WITH ATTACHED OUTLET P'1 PUBLIC TELEPHONE OUTLET AT +48". BOX, AS INDICATED BY FIXTURE TYPE PH'1 HANDICAP PUBLIC TELEPHONE OUTLET AT +42". ® FLUORESCENT STRIP FIXTURE, SURFACE MOUNTED ON WALL OUTLET AT +18" FOR DATA LINE. T T 1 _T H-- 3/4" C. TELEPHONE/DATA CONDUIT SYSTEM UON 1" C. TELEPHONE/DATA CONDUIT SYSTEM 1-1/4" C. TELEPHONE/DATA CONDUIT SYSTEM OUTLET BOX DO RECESSED DOWN LIGHT S SINGLE POLE TOGGLE SWITCH, +42", UON. SUBSCRIPT LETTERS INDICATE THE FOLLOWING: 2 -2 POLE 3 -3 WAY K -KEY OPERATED 4 -4 WAY H -DOOR OPERATED SWITCH ON HINGE SIDE OF DOOR L -SECURITY CYLINDER LOCK SWITCH M -MANUAL MOTOR STARTER P -WITH PILOT LIGHT IN 2 GANG BOX R -DOUBLE THROW, MOMENTARY CONTACT. RELAY OR CONTACTOR CONTROL. WP -WEATHERPROOF Sabc THREE SWITCHES IN GANGED BOX CONTROLLING DESIGNATED FIXTURES. REFER TO THE SPECIFICATIONS. ® ® OCCUPANCY SENSOR SWITCH (PIR) FLOOR WALL TELEPHONE/DATA SYSTEM ® TELEPHONE OUTLET. WALL OUTLET AT +18", UON. FLOOR OUTLET ON FLOOR BOX ® TELEPHONE/DATA OUTLET. WALL OUTLET AT +18", LION. FLOOR OUTLET ON FLOOR BOX W'1 WALL TELEPHONE OUTLET AT +48". P'1 PUBLIC TELEPHONE OUTLET AT +48". PH'1 HANDICAP PUBLIC TELEPHONE OUTLET AT +42". ® D WALL OUTLET AT +18" FOR DATA LINE. T T 1 _T H-- 3/4" C. TELEPHONE/DATA CONDUIT SYSTEM UON 1" C. TELEPHONE/DATA CONDUIT SYSTEM 1-1/4" C. TELEPHONE/DATA CONDUIT SYSTEM GENERAL NOTES: A. THE SCALE INDICATED ON THE PLANS AND DETAILS IS BASED ON FULL SIZE DRAWINGS. REDUCED DRAWINGS MAY BE ISSUED. EXAMPLE: 1/4" SCALE FLOOR PLANS ARE REDUCED TO 1/8" = l'-0" ON HALF SIZE PRINTS. SEE SCALE MARKINGS ON DRAWINGS. B. MOUNT WALL OUTLETS AND RECEPTACLES AT +18" VERTICALLY, UNLESS OTHERWISE NOTED OR AS REQUIRED TO CLEAR COUNTERTOPS, BACKSPLASHES, BOOKCASES AND SHELVES. REFER TO ARCHITECTURAL DRAWINGS FOR CASEWORK DETAILS. REFER TO THE ELECTRICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. C. MOUNT SWITCHES, THERMOSTATS AND DEVICES REQUIRING OBSERVATION OR OPERATION AT +42", UNLESS OTHERWISE NOTED. REFER TO THE ELECTRICAL SPECIFICATIONS. D. ALL ELECTRICAL CONDUIT CROSSING BUILDING SEISMIC SEPARATIONS OR EXPANSION JOINTS SHALL BE PROVIDED WITH APPROVED FLEXIBLE CONNECTORS. E. ALL WORK 'TO COMPLY WITH 2004 CALIFORNIA EDITION OF THE NATIONAL ELECTRICAL CODE. F. ALL EQUIPMENT MUST BE UL LISTED OR LABELED BY A RECOGNIZED TESTING AGENCY. THE PARK AT RIVER WALK MAINTENANCE FACILITY 11200 STOCKDALE HWY "IFrM -E ENGINEERS, INC. CONSULTING ENGINEERS 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 sHy���y No. E-14805 EXP. JUNE 30, 2009 OF 1, SHEET N0. E0.01 Q 0 CERTIFICATE OF COMPLIANCE unipuanw naw ( art 1 of 4) LTG -1-C PROJECT NAME AERA BALL PARK 1 E-14805 LIGHTING MANDATORY MEASURES DATE 09-28-07 PROJECT ADDRESS BAKERSFIELD, CA EO.02 LIGHTING COMPLIANCE FORMS & WORKSHEET (check box H worksheet is included) Building Permit Checked by/Date Enforcement Agency Use PRINCIPAL DESIGNER -LIGHTING ME—ENGINEERS, INC TELEPH (31C) NE 842-8700 DOCUMENTATION AUTHOR BORIS SIGAL TELEPH (31) NE 842-8700 GENERAL INFORMATION Certificate of Compliance. Part 4 of 4 submittal is require I when lighting controls are installed l� LTGC-2-C DATE OF PLANS 1 8-30-07 BUILDING CONDITIONED FLOOR AREA 108 Sf CLIMATE ZONE X BUILDING TYPE NON RESIDENTIAL ❑ HIGH RISE RESIDEN IAL ❑ HOTEL/MOTEL GUEST IZI CONDITIONED SPACES D UNCONDITIONED SPACES ❑ INDOOR/C TDOOR SIGNS 0 LTGC-5-C PHASE OF CONSTRUCTION ❑ NEW ❑ ADDITION E ALTERATION Tailored Method Worksheet CERTIFICATE OF COMPLIANCE ❑ LTGC-7-C Room Cavity Ratio Worksheet ❑ PERFORMANCE ❑ COMPLETE BUILDING 0 AREA CATEGORY EPTAILORED • Manual Daylight Control Acceptance ❑ COMMON LIGHTING STATEMENT OF COMPLIANCE ❑ OTGC-4-C Signs (See OLTG-4-C Sign Worksheet in Chapter 6, Outiloor ""u ...... anu penurmanae speanaauons neeaea eoi amply win r me L4, rarus -i anu o or mm e �aeoia Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documentation is accurate and c mplete. DOCUMENTATION AUTHOR SIGNATURE DATE BORIS SIGAL 09-28-07 The Principal Lighting Designer hereby certifies that the proposed building design represented in thi set of construction documents is consistent with the other compliance fors and worksheets, with the specifications, and with any other calculations su itted with this permit application. The proposed building has been designed to meet the lighting requirements contained in the applicable parts of S ctions 110, 119, 130, through 132, and 146 and 149 of Title 24, Part 6. 0 The plans & specifications meet the requirements of Part 6 (Sections 10.103a). ❑ T installation certificates meet the requirements of P rt 6 (Sections 10-103a 3). ❑ The operation & maintenance information meet the requirements of Part 6 (Sections 10-103c). Please check one: (These sections of Business and Professions Code are printed in full n the Nonresidential Manual.) ❑ 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Profess ons Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil enginder or electrical engineer, or I am a licensed architect. ❑ 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professionsa by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor pe arming this work. ❑ 1 affirm that I am eligible under the provisions of Division 3 of the Business and ProfessionsCc a to sign this document because it pertains to a structure or tvoe of work described as exemot Dursuant to Business and Professions Code Se tions 5537. 5538 and 6737.1 PRINCIPAL LIGHTING DESIGNER -NAME SHAILESH HIRA INSTALLED SIGNATURE WATTS DATE 09-28-07 1 E-14805 LIGHTING MANDATORY MEASURES f 0 ✓ RI Indicate location on plans of Note Block for Mandatory Measure EO.02 LIGHTING COMPLIANCE FORMS & WORKSHEET (check box H worksheet is included) = 128 0 LTGC-I-C, Parts 1 of 4 and 2 of 4 Certificate of Compliance. Part 1 of 4 and 2 of 4 are requ red for all submittals ❑ LTGC-I-C, Parts 3 of 4 Certificate of Compliance. Part 3 of 4 submittal is require only if Control Credits are claimed l� LTGC-I-C, Parts 4 of 4 Certificate of Compliance. Part 4 of 4 submittal is require I when lighting controls are installed l� LTGC-2-C Interior Lighting Schedule serving a building or space Is operated for normal use, all control devices serving the bui ❑ LTGC-3-C Portable Lighting Worksheet ALLOWED LIGHTING POWER ❑ LTGC4-C Lighting Control Credit Worksheet A. Certifies plans, specifications, installation certificates, and operating and mains 0 LTGC-5-C Interior Lighting Power Allowance ❑ PERFORMANCE METHOD ❑ LTGC-6-C Tailored Method Worksheet Test Description ❑ LTGC-7-C Room Cavity Ratio Worksheet ❑ LTGC-8-C Common Lighting System Method Worksheet • Manual Daylight Control Acceptance ❑ LTGC-9-C Line Voltage Track Lighting Worksheet ❑ OTGC-4-C Signs (See OLTG-4-C Sign Worksheet in Chapter 6, Outiloor Lighting and Signs Chapter) 2005 Nonresidential Compliance Forms CERTIFICATE OF COMPLIANCE (Part 2 of 4) LTG -1 -C PROJECT NAME AERA BALL PARK DATE 09-28-07 INSTALLED INTERIOR LIGHTING POWER FOR CONDITIONED AND UNCONDITIONED SPACES CONTROL LOCATION (Room #, Area #, or Description) INSTALLED SPACE CONTROLLED Lists the location of controlled lights WATTS INSTALLED LIGHTING, CONDITIONED SPACES (From LTG -2-C) 128 PORTABLE LIGHTING (From LTG -3-C) f 0 LIGHTING CONTROL CREDIT, CONDITIONED SPACES (From LTG -4-C) — 0 CONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER = 128 INSTALLED LIGHTING, UNCONDITIONED SPACES (From LTG -2-C) 2052 LIGHTING CONTROL CREDIT, UNCONDITIONED SPACES (From LTG4-C) — 0 UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER = 2052 ALLOWED INTERIOR LIGHITNG POWER FOR CONDITIONED SPACES Buiding Departments: ❑ COMPLETE BUILDING METHOD (From LTG -5-C) System Acceptance. Before an occupancy permit is granted for a newly constructed b ❑ AREA CATEGORY METHOD (From LTG -5-C) serving a building or space Is operated for normal use, all control devices serving the bui ❑ TAILORED METHOD (From LTG -5-C) ALLOWED WATTS ALLOWED LIGHTING POWER 2963 ALTERNATE COMPLIANCE A. Certifies plans, specifications, installation certificates, and operating and mains nance information meet the requirements of §10-103(b)and Title 24 Part 6. ❑ PERFORMANCE METHOD - ❑ COMMON LIGHTING SYSTEM (From LTG -8-C) Test Description ALLOWED INTERIOR LIGHITNG POWER FOR UNCONDITIONED SPACES (From LTG -5-C) 2052 Watts ✓ ® LTG -2-A Lighting Control Acceptance Document • Occupancy Sensor Acceptance MANDATORY LIGHTING MEASURES FOR INTERIOR LIGHTING AND DAYLIT AREAS • Manual Daylight Control Acceptance MANDATORY INTERIOR AND DAYLIGHTING AUTOMATIC CONTROLS • Automatic Time Switch Control Acceptance CONTROL LOCATION (Room #, Area #, or Description) CONTROL TYPE (Auto Time Switch), CONTROL Dimming, IDENTIFICATION Photosensors, etc.) SPACE CONTROLLED Lists the location of controlled lights ✓ NOTE TO If Control is FIELD for Daylighting - ELECTRICAL ROOM PANELS AUTO TIME SWITCH RENOVATED AREA This form is to be used by the designer and attached to the plans. Listed below are ail t INDIVIDUAL ROOMS MULTIPLE SWICHES FOOD PROCESSING AREA equipment of a certain type requires a test, list the equipment description and the numbs of systems to be tested in parentheses. The NJ number designates the Section in Appendix of the Nonresidential ACM Manual that desc loss the test. Also indicate the person responsible for performing the test (i.e. the installing contractor, design professional or at agent selected by owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for ie scope of work appropriately. Buiding Departments: 32 W System Acceptance. Before an occupancy permit is granted for a newly constructed b [ding or space, or new space -conditioning system serving a building or space Is operated for normal use, all control devices serving the bui ding of space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance MECH-11-A, Forms shall be submitted to the building department that: 7. A. Certifies plans, specifications, installation certificates, and operating and mains nance information meet the requirements of §10-103(b)and Title 24 Part 6. 2 32 W 1 58 Test Description Test Performed By: ✓ ® LTG -2-A Lighting Control Acceptance Document • Occupancy Sensor Acceptance • Manual Daylight Control Acceptance • Automatic Time Switch Control Acceptance ApH12005 2005 Nonresidential Compliance Forms April 2005 CERTIFICATE OF COMPLIANCE (Part4 of 4) LTG -1-C PROJECT NAME AERA BALL PARK C DATE 09-28-07 Designer: WATTS PER (ft2) This form is to be used by the designer and attached to the plans. Listed below are ail t acceptance test for lighting systems. The disigner is required to check the boxes by all acceptance test that apply and list all equip nent that require an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the numbs of systems to be tested in parentheses. The NJ number designates the Section in Appendix of the Nonresidential ACM Manual that desc loss the test. Also indicate the person responsible for performing the test (i.e. the installing contractor, design professional or at agent selected by owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for ie scope of work appropriately. Buiding Departments: 32 W System Acceptance. Before an occupancy permit is granted for a newly constructed b [ding or space, or new space -conditioning system serving a building or space Is operated for normal use, all control devices serving the bui ding of space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance MECH-11-A, Forms shall be submitted to the building department that: 812 A. Certifies plans, specifications, installation certificates, and operating and mains nance information meet the requirements of §10-103(b)and Title 24 Part 6. 2 32 W 1 58 Test Description Test Performed By: ✓ ® LTG -2-A Lighting Control Acceptance Document • Occupancy Sensor Acceptance • Manual Daylight Control Acceptance • Automatic Time Switch Control Acceptance Equipment requiring acceptance testing OCCUPANCY SENSORS, PHOTOSENSOR AND TIME SWTICH. ✓ 0 LTG -3-A Automatic Daylighting Controls Acceptance Document Equipment requiring acceptance testing PHOTOSENSOR AND TIME SWTICH. - TOTALS 108 1 130 2005 Nonresidential Compliance Forms Apri12005 INTERIOR LIGHTING POWER ALLOWANCE LTG -5-C PROJECT NAME AERA BALL PARK DATE 09-28-07 ALLOWED LIGHTING POWER Choose One Method AREA CATEGORY METHOD - CONDITIONED SPACES A B C D BUILDING CATEGORY (From §146 Table 146-C) WATTS PER (ft2) AREA (ft2) ALLOWED WATTS OFFICE 1.2 108 130 c v c c 0 ;v 3 °: m.a� vo p✓ m C1 cn C c 3. 3 5c v. GD 0. xmm �nm a F SEE DWG EO.02 T8 1 32 W 1 32 ✓ 4 128 1 58 14 812 B SEE DWG EO.02 F32T8 2 32 W 1 58 15 870 - TOTALS 108 1 130 AREA WATTS TAILORED METHOD - CONDITIONED SPACES TOTAL ALLOWED WATTS (From LTG -6-C) UNCONDITIONED SPACES A B C D Complete Building and Area Category Methods CATEGORY (From §146 Table 146-B & C) WATTS PER (ft2) AREA (ft2) ALLOWED WATTS INDUSTRIAL/COMMERCIAL STORAGE BUILDING 0.6 2519 2802 TOTALS 2519 1511 AREA WATTS TAILORED METHOD - UNCONDITIONED SPACES 2005 Nonresidential Compliance Forms TOTAL UNCONDITIONED SPACES ALLOWED WATTS 1511 (From LTG -5-C and LTG -6-C) April 2005 CERTIFICATE OF COMPLIANCE (Part 1 of 2) LTG -2-C PROJECT NAME AERA BALL PARK DATE 09-26—G7 INSTALLED LIGHTING POWER FOR CONDITIONED SPACES Luminaire Lamp/Ballasts Installed Watts A B C D E F G H I J Name -03 ma Type Description c M c 3• �m� m.o� m iu v 3m°ivmc vow c v c c 0 ;v 3 °: m.a� vo p✓ m C1 cn C c 3. 3 5c v. GD 0. xmm �nm a F SEE DWG EO.02 T8 1 32 W 1 32 ✓ 4 128 1 58 14 812 B SEE DWG EO.02 F32T8 2 32 W 1 58 15 870 2005 Nonresidential Compliance Forms PAGE TOTAL = 128 BUILDING TOTAL (sum of all pages) 128 PORTABLE LIGHTING (From LTG -3-C) t CONTROL CREDIT (From LTG -4-C) O ADJUSTED ACTUAL WATTS = 128 April 2005 LIGHTING MANDATORY MEASURES (PER CALIFORNIA ENERGY CODE) 0 BUILDING LIGHTING SHUT—OFF THE BUILDING LIGHTING SHUT—OFF SYSTEM CONSISTS OF AN AUTOMATIC TIME SNATCH, WITH A ZONE FOR EACH FLOOR OR AREA, OR LOCAL OCCUPANCY SENSORS. 0 OVERRIDE FOR BUILDING LIGHTING SHUT—OFF THE AUTOMATIC BUILDING SHUT—OFF SYSTEM IS PROVIDED WITH A MANUAL, ACCESSIBLE OVERRIDE SWITCH IN SIGHT OF THE LIGHTS OR THE ANNUNCIATED SWITCH. THE AREA OF OVERRIDE IS NOT TO EXCEED 5,000 SQUARE FEET. THE PROGRAM WILL LIMIT THE OVERRIDE PERIOD TO TWO HOURS. 0 AUTOMATIC CONTROL DEVICES CERTIFIED ALL AUTOMATIC CONTROL DEVICES ARE TO BE CALIFORNIA ENERGY COMMISION CERTIFIED AND INSTALLED AS DIRECTED BY THE MANUFACTURER. 0 FLUORESCENT BALLAST AND LUMINAIRES CERTIFIED ALL FLUORESCENT FIXTURES SPECIFIED AND INSTALLED FOR FOR THE PROJECT ARE TO BE CERTIFIED AND LISTED IN THE DIRECTORY. ❑ TANDEM WIRING FOR TWO—LAMP BALLAST'S ALL ONE AND THREE LAMP FLUORESCENT FIXTURES ARE TANDEM WIRED WITH TWO (2) LAMP BALLAST WHERE REQUIRED BY STANDARDS § 132; OR ALL FLUORESCENT FIXTURES ARE SPECIFIED WITH ELECTRONIC HIGH—FREQUENCY BALLAST'S AND ARE EXEMPT FROM TWO—LAMP TANDEM WIRING REQUIREMENTS. 0 INDIVIDUAL ROOM/AREA CONTROLS EACH ROOM AND AREA IN THIS BUILDING IS EQUIPPED WITH A SEPARATE SWITCH OR OCCUPANCY SENSOR DEVICE FOR EACH AREA WITH FLOOR—TO—CEILING WALLS EXCEPT FOR EMERGENCY EGRESS LIGHTING, AND PUBLIC AREAS. 0 UNIFORM REDUCTION FOR INDIVIDUAL ROOMS ALL ROOMS AND AREAS GREATER THAN 100 SQUARE FEET AND MORE THAN 0.8 WATTS PER SQUARE FOOT OF LIGHTING LOAD ARE CONTROLLED WITH BI—LEVEL. SWITCHING FOR UNIFORM REDUCTION OF LIGHTING WITHIN THE ROOM, EXCEPT CORRIDORS. 0 DAYLIGHTED CONTROL ALL ROOMS WITH WINDOWS AND SKYLIGHTS, THAT ARE GREATER THAN 250 SQUARE FEET, AND THAT ALLOW FOR THE EFFECTIVE USE OF DAYLIGHT IN THE AREA SHALL HAVE 50 X OF THE LAMPS IN EACH DAYLIT AREA CONTROLLED BY A SEPARATE SWITCH EXCEPT WHERE THE EFFECTIVE USE OF DAYLIGHT CANNOT BE ACCOMPLISHED BECAUSE THE WINDOWS ARE CONTINUOUSLY SHADED BY OBSTRUCTIONS, OR THE EFFECTIVE APERTURE IS LESS THAN 0.1 FOR VERTICAL GLAZING AND 0.01 FOR HORIZONTAL GLAZING. CERTIFICATE OF COMPLIANCE (Part 2 of 2) LTG -2-C PROJECT NAME AERA BALL PARK DATE 09-28-07 INSTALLED LIGHTING POWER FOR UNCONDITIONED SPACES Luminaire Lamp/Ballasts Installed Watts A B C D E F G H I J Name Type Description �3 tDo c d c 3 3 3 �yQ �.�� ° eri v� 3tD» a� n c m c r* 3 m 3 3 �' tears 5 -0ra v.oc:0 m o min ✓ �On mm� c 3.3 Scr � o Shy xv v �inm a Al SEE DWG EO.02 F32TB 2 32 W 1 58 14 812 B SEE DWG EO.02 F32T8 2 32 W 1 58 15 870 PAGE TOTAL = 576 BUILDING TOTAL (sum of all pages) 576 CONTROL CREDIT (From LTG -4-C) D ADJUSTED ACTUAL WATTS = 576 Apri12005 999 N. Sepulveda Blvd. Suite 100 EI Segundo, CA 90245 310.416.9660 tel OSSETTI 310.416.9650 fax REVISIONS No. DA TE DESCRIPTION �2? 11FM -E ENGINEERS, INC. CONSULTING ENGINEERS 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 No. E-14805 EXP. JUNE 30, 2009 OF C File Name: Drawn: THE PARK AT RIVER WALK MAINTENANCE FACILITY SHEET No. CITY OF BAKERS IELD, CALIFORNIA PUBLIC o APTMENT Job No.: 2007-101 Engineer: Date: 09/28/07 Checked By. 11200 STOCKDALE HWY EO.02 CERTIFICATE OF COMPLIANC (Part 1 of 2) OLTG-1-C PROJECT NAME AERA BALL PARK Manual Published by the California Energy Commission. DATE 09-28-07 PROJECT ADDRESS ,EWETTA AVENUE AT STOCKDA HWY, BAKERSFIELD Building Permit Checked by/Date Enforcement Agency Use PRINCIPAL DESIGNER-LIGHTINGM—E ENGINEERS, INC incorporated in the schedules on the plans TELEPHONE (310) 842-8700 DOCUMENTATION AUTHOR BORIS $IGAL Either LTG -1-C or OLTG-I-C may be used for TELEPHONE (310) 842-8700 GENERAL INFORMATION 1. Use LTG -1 -C if the project consists solely o indoor signs DATE OF PLANS OUTDOOR LIGHTING Z NE ( ✓One) ❑ LZ1 ❑ LZ2 ❑ LZ3 ❑ LZ4 FUNCTION TYPE ❑ OUTDOOR LIGHTING ❑ OUTDOOR SIGNS ❑ INDOOR SIGNS PHASE OF CONSTRUCTION ❑ NEW CONSTRUCTION ❑ ADDITIONS ❑ ALTERATIONS STATEMENT OF COMPLIANCE LIGHTING COMPLIANCE SUMMARY. Appli able Parts required for ALL outdoor lighting allowances (Except for r nus �,ermrcate or t ompuance usts outeoor ugnung system speci=anOn neeoea to comply with I itle 24, Farts t and b of the calitorma code of Regulations. This certificate applies only to building lighting requirements The documentation preparer hereby certifies that the documentation is a( curate and complete. DOCUMENTATION AUTHOR SIGNATURE DATE BORIS SIGAL 1 09-28-07 The Principal Lighting Designer hereby certifies that the proposed coutdoi or lighting and signs design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the s pecifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lightin g requirements contained in the applicable parts of Sections 110, 119, 130, through 132, 146 and 149 of Title 24, Part 6. Please ✓ one: ur1 hereby affirm that I am eligible under the provisions of Division of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the Stati of California as a civil engineer or electrical engineer, or I am a licensed architect. ❑ I affirm that 1 am eligible under the provisions of Division 3 of the 3usiness and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. ❑ 1 affirm that I am eligible under the provisions of Division 3 of the usiness and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Busin s and Professions Code Sections 5537, 5538 and 6737.1 These sections of the Business and Professions Code are rinte in full in the Nonresidential Manual. PAL LIGHTING DESIGNER -NAME SIGNATURE ``��DATE LIC.# PRINCI SHAILESH HIRA 7 • Tt o - 1 09-28-07 E-14805 INSTRUCTIONS TO APPLICANT OUTDOOR LIGHTING COMPLIANCE & WORKSHEETS (✓ box if worksheet is included) For detailed instructions on the use of this and all Energy Efficien Standards compliance forms, please refer to the Nonresidential Manual Published by the California Energy Commission. ❑ Lighting power allowances for local ordinances or for security multipliers on OLTG-2-C Part 2 of 4 ® Not Applicable IZI OLTG-I-C Certificate of Compliance. Required on plans r all submittals for outdoor lighting. Part 2 of 2 may be Mandatory Measures on Plans Show that Outdoor Lighting Meets Outdoor Lighting Controls and Equipment Indicate location on plans of Note Block for Mandatory Measure incorporated in the schedules on the plans ❑ All permanently installed luminaires with lamps rated over 100 watts either have a lamp efficacy of at least 60 lumens per watt or are controlled by a motion sensor § 132(a) El Not Applicable ❑ All luminaires with lamps rated greater than 175 watts in hardscape areas, including parking lots, building entrances, canopies, and all outdoor sales areas meet the Cutoff Requirements of § 132(b) ❑ Not Applicable Either LTG -1-C or OLTG-I-C may be used for signs as follows: MANDATORY AUTOMATIC CONTROLS 1. Use LTG -1 -C if the project consists solely o indoor signs J 2. Use LTG -1 -C if the project consists of indoc r lighting, and outdoor or indoor signs, but no other outdoor lighting. . M 3. Use OLTG-1-C if the project consists solely of outdoor signs Lighting Applications Category (Table 147 A) 4. Use OLTG-1-C If the project consists of out oor lighting, and indoor or outdoor signs, but no other indoor lighting l� OLTG-2-C LIGHTING COMPLIANCE SUMMARY. Appli able Parts required for ALL outdoor lighting allowances (Except for � (0 m� °°° ° Signs) �� c 3 3 3 9m� v m ❑ OLTG-3-C AREA CALCULATIONS WORKSHEETS. Applicable Parts required for ALL outdoor area calculations. ❑ OLTG4-C SIGN LIGHTING COMPLIANCE. Required foo, all internally and externally illuminated signs, for both indoor and HARDSCAPE FOR PEDE— outdoor signs. HARDSCAPE FOR PEDESTRIAN USE 2005 Nonresidential Compliance Forms I April 2005 CERTIFICATE OF COMPLIANCE (Part 2 of 2) OLTG-1-C PROJECT NAME AERA BALL PARK DATE 09-28-07 Lighting Schedules on Plans Show that Outdoor Lighting Meets Allowed Lighting Power E3 Lighting power allowances for general site illumination on OLTG-2-C Part 1 of 4 ❑ Not Applicable ❑ Lighting power allowances for local ordinances or for security multipliers on OLTG-2-C Part 2 of 4 ® Not Applicable ❑ Lighting power allowances for specific applications, other than vehicle service stations with canopies on OLTG-2-C Part 3 of 4 ❑ Not Applicable ❑ Lighting power allowances for vehicle service station canopies on OLTG-2-C Part 4 of 4 ECJ Not Applicable ❑ Sign lighting compliance on OLTG-4-C ❑ Not Applicable Mandatory Measures on Plans Show that Outdoor Lighting Meets Outdoor Lighting Controls and Equipment Indicate location on plans of Note Block for Mandatory Measure ECJ Installed lighting power has been determined in accordance with § 130(c)l ❑ Not Applicable ❑ All permanently installed luminaires with lamps rated over 100 watts either have a lamp efficacy of at least 60 lumens per watt or are controlled by a motion sensor § 132(a) El Not Applicable ❑ All luminaires with lamps rated greater than 175 watts in hardscape areas, including parking lots, building entrances, canopies, and all outdoor sales areas meet the Cutoff Requirements of § 132(b) ❑ Not Applicable ❑ All permanently installed outdoor lighting meets the control requirements of § 132(c)l ❑ Not Applicable ❑ Building facades, parking lots, garages, canopies, and outdoor sales areas meet the Multi-level lighting Requirements of § 132(c)2 ❑ Not Applicable MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION CONTROL CONTROL TYPE AREA CONTROLLED NOTE TO IDENTIFICATION Auto Time Switch/Photosensor, etc. FIELD CONCESSION BUILDING PHOTOCELL/TIME SWITCH ROUND CONCESS. BLDG J K L M N O Lighting Applications Category (Table 147 A) 3 x N r �- v o R o n r- ro p 2005 Nonresidential Compliance Forms April2005 LIGHTING COMPLIANCE SUMMARY (Part 1 of 4) OLTG-2-C PROJECT NAME AERA BALL PARK DATE 09-28-07 LIGHTING POWER ALLOWANCES - GENERAL SITE ILLUMINATION - (Table 147-A) A. Hardscape for automotive vehicular use, including parking lots, driveways and site roads Allotted Watts Luminaire Lamps / Ballasts Installed Watts A B C D E F G H I J K L M N O Lighting Applications Category (Table 147 A) 3 x N r �- v o R o n r- ro p W° x� of n y 3 a -��° c d io o Descri tion P � (0 m� °°° ° w v m �� c 3 3 3 9m� v m ivy m B °m -c c 3 iu 9 � m, a m o �� 3 9 v, -° c3 ✓ o iv m '.n c S o m- N X`2w z m ina HARDSCAPE FOR PEDE— Areas between Poles or Overlapping Areas Sub Total Luminaires that Areas of Obstructed of areas to are greater than Another By Sign or Substract 6 mounting Application or Building Other + D + height distance pp 9 (C (If Applicable) Luminaire Areas I Structure E + F) HARDSCAPE FOR PEDESTRIAN USE 1500 f • 0 4 0 1500 CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 STRIAN USE 1,500 0.17 255 D WALL PACK FLUOR. CUTOFF CFL 1 32 1 36 ✓ 2 64 TOTAL ALLOTTED WATTS 255 TOTAL INSTALLED WATTS 64 2005 Nonresidential Compliance Forms April 2005 ILLUMINATED AREA CALCULATION WORKSHEET (Part 1 of 5) OLTG-3-C PROJECT NAME AERA BALL PARK DATE 09-28-07 HARDSCAPE METHOD (i) A. Hardscape for automotive vehicular use, including parking lots, driveways and site roads A B C I D E F G H List Specific Application (Table 147-A) Actual paved area plus 5' perimeter of adjacent unpaved land. Includes planters and landscaped areas less than 10' wide that are enclosedby hardscape on at least 3 sides Areas (ft 2 ) to Substract from within Illuminated Area Illuminated Area ( B - G) Areas between Poles or Overlapping Areas Sub Total Areas of Obstructed of areas to are greater than Another By Sign or Substract 6 mounting Application or Building Other + D + height distance PP 9 (C (If Applicable) Luminaire Areas Structure E + F) REVISIONS No. DA TE DESCRIP TION 2 / / B. Hardscape for pedestrian use, including plazas, sidewalks, walkways and bikeways A B C I D E F G H List Specific Application (Table 147-A) Actual paved area plus 5' of unpaved land on either side of path of travel. Shall include all contiguous paved area before including adjacent grounds. Areas (ft 2 ) to Substract from within Illuminated Area Illuminated Area ( B -G) Areas between Poles or Overlapping Areas Sub Total Luminaires that Areas of Obstructed of areas to are greater than Another By Sign or Substract 6 mounting Application or Building Other + D + height distance pp 9 (C (If Applicable) Luminaire Areas I Structure E + F) HARDSCAPE FOR PEDESTRIAN USE 1500 f • 0 4 0 1500 CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 w Checklist § 147(c)l B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with the actual use of the areas. § 147(c)l A - General illumination areas includes only those illuminated areas that are in the bounds of the Application and are within a square pattern around a luminaire that is six times the luminaire mounting height, within the luminaire in the middle of the pattern, less any areas that are within buildings, under canopies, beyond property lines, or obstructed by a signs or other structures. 2005 Nonresidential Compliance Forms April 2005 W J Q v z ' Q C 0 File Name: Drawn: THE PARK AT RIVER WALK MAINTENANCE FACILITY CITY OF BAKER FIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 2007-101 Engineer: Date: 09/28/07 Checked By. 11200 STOCKDALE HWY SHEET N0. E0.03 y. 999 N. Sepulveda Blvd. Suite 100 a EI Segundo, CA 90245 310.416.9660 tel ROSS ETTI 310.416.9650 fax REVISIONS No. DA TE DESCRIP TION 2 / / "IFrM -E ENGINEERS, INC. CONSULTING ENGINEERS 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 w No. E-14805 EXP. JUNE 30. 2009 SHEET N0. E0.03 W v Q 0 04 CITY OF BAKE19SFIELD, CALIFORNIA File Name: PUBLIC WORKS DEPARTMENT Job No.: 2007-101 Date: 09/28/07 Drawn: Engineer: Checked By. -------------------------- - -- --- / SEE DRAWING M3.1 FOR THIS AREA I ----- - - - - - - - - - - - --------------- t== I I SITE PLAN 2 E1 0 MAINTENANCE BUILDING SCALE: 1 "=60'-0" REF: THE PARK AT RIVER WALK MAINTENANCE FACILITY 11200 STOCKDALE HWY No. DA TE SITE PLAN 999 N. Sepulveda Blvd. Suite 100 EI Segundo, CA 90245 310.416.9660 tel ROSS ETTI 310.416.9650 fax REVISIONS DESCRIP TION M -E ENGINEERS, INC. CONSULTING ENGINEERS 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 'p. SH y No. E-14805 EXP. JUNE 30. 2009 OF North SHEET N0. E2.01 0 60' 120' Z Q O N ►_l I C 4 5 C AA,4–\ 2a 3 II _ I F —1MH=B'-0" 1 I I 2 Al CJ �___r6o MEN'S RESTROOM I 2b 2 101 a I ; SHELL SPACE STORAGE EF °U 109 1 2 PREP. AREA CONCESSION i I STORAGE B,2-4 ig I C III I I� 2a 1 — -- — G 5 I I L I DPA - � I IQ.� 2b XFRI T 1 2 4 C3, H=10'-0" LL a — 1 9 O ' G (TYP) ROD(TYP) 11 STORAGE 05 1 MH�10'-0" --( D > U/,EDF Py 2 I O I I I ro 2 2 B 2 i ro 4 B WOM 'S RESTR00 102 n 1 I FAMILY FAMILY RESTROOM 1 RESTROOM 2 106 107 • ROOM GROUND LEVEL ELECTRICAL PLAN CONCESSION BUILDING/ SCALE: 11/8"=V-0" LIGHTI G FIXTURE SCHEDULE TYPE MANUFACTURER MECHANICALLY HELD CONTACTOR WITH REQUIRED NUMBER OF MODEL No. LAMP(S) VOLT REMARKS Q 7 DAY TIME SWITCH WITH BY PASS AND NORMALLY OPEN AND NORMALLY CLOSED CONTACTS. QTY. TYPE MOUNTING HARDWARE. ROOF MOUNTED. Al PRUDENTIAL OR EQUAL © P -202-2T8– 2 F32T8 277 STORAGE IN BY LITHONIA 04–WG–YGW REVISIONS No. CONCESSION BLDG. DESCRIP %ION –S–SC-277 2 T AND IN MAINTENANCE BUILDING B PRUDENTIAL OR EQUAL P -1220-2T8– 2 F32T8 277 RESTROOMS, BY LITHONIA 04–HWA–YGW– CHANGE RMS. 277 D LITHONIA LIGHTING ORE UAL TWAC-32TRT– 1 32W 277 MINI WALLPACK AT 277–LPl–DMB TRT EXTERIOR OF BUILDING (4 PINS) F PRUDENTIAL OR EQUAL P-8622-2T8U6– 1 2T8U6 277 OFFICE IN MAINTENANCE BY LITHONIA –PW2C–DW–W– BUILDING MINICUBE –SC-277–X4B. LOUVER SILVER (1-1 /2"X1-1 /2"X1 ") CITY OF BAKER$FIELD, CALIFORNIA ANITOR'S CLOSET 108 H L I MH=B'-0" STORAGE A2 101 GROUND LEVEL PLAN STORAGE # 1 SCALE: 1/8"=V-0" '-0" "PHOTO CELL OFF" NOTES: Q CONTROL CIRCUIT FROM LIGHTING PANEL "AA". Q MECHANICALLY HELD CONTACTOR WITH REQUIRED NUMBER OF POLES AS INDICATED ON PANEL SCHEDULES (PHOTO CELL ON, 999 N. Sepulveda Blvd. TIME SWITCH OFF). Q 7 DAY TIME SWITCH WITH BY PASS AND NORMALLY OPEN AND NORMALLY CLOSED CONTACTS. ® PHOTO CELL WITH DOUBLE THROW RELAY AND REQUIRED MOUNTING HARDWARE. ROOF MOUNTED. Q5 SELECTOR SWITCH, WITH INDICATED NAMEPLATES. © LOCATE IN SEPARATE SECTION OF PANELBOARD. REFER TO THE SPECIFICATIONS, PLANS AND PANEL SCHEDULES. EXTERIOR LIGHTING CONTROL NOT TO SCALE (DAYTIME CONDITION SHOWN) File Name: PUBLIC WORKS DEPARTMENT Job No.: 2007-101 Date: 09/28/07 Drawn: Engineer: Checked By. N H AA, 2 ---------- ---� I I i MH=B'-0" STORAGE A2 I� I � I I � I GR LEVEL PLAN STORAGE717S,---_ SCALE: 11/8"=V-0" W TIME SWITCH MEN TOILET WOMEN TOILET K RELAY DAA 208VOB B,2-4------� J–__I1� 4FAN 15A, 2P SEXHAUST EF -1 ® OPEN TYPE INDUSTRIAL CONTROL RELAY WITH 2OA, (2) N.O. CONTRACTS (1 CONTACT IS SPARE), 277V, 1PH COIL, SQUARE D CLASS 8501, TYPE XM020 OR EQUAL. RELAY TO BE INSTALLED IN SEPARATE LOCKABLE ENCLOSURE OF PANEL "B'. ® 7–DAY TIME SWITCH WITH N.O. CONTACT TO CONTROL LIGHTS AND EXHAUST FAN IN MEN AND WOMEN TOILETS. INTERMATIC MODEL # 72006 WITH 277W CLOCK MOTOR OR EQUAL. INTERIOR LIGHT/EXHAUST FAN EF -1 CONTROL IN MEN AND' WOMEN TOILETS NTS THE PARK AT RIVER WALK MAINTENANCE FACILITY 11200 STOCKDALE HWY M -E ENGINEERS, INC. CONSULTING ENGINEERS 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 No. E-14805 EXP. JUNE 30, 2009 O�F 0 8' SHEET N0. E2.02 16' 2 4' 999 N. Sepulveda Blvd. Suite 100 EI Segundo, CA 90245 310.416.9660 tel 310.416.9650 fax RO SS ETTI i REVISIONS No. DA TE DESCRIP %ION 2 T 3 M -E ENGINEERS, INC. CONSULTING ENGINEERS 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 No. E-14805 EXP. JUNE 30, 2009 O�F 0 8' SHEET N0. E2.02 16' 2 4' STAND-OFF INSULATOR, LEED INSULATOR CORP. NO. LCD 1091. ATTACH TO WALL. I SPLIT BOLT GROUND CONNECTOR, BURNDY TYPE "K2C" FOR TWO CONDUCTORS OR TYPE "KC" FOR SINGLE CONDUCTOR SIZED FOR EQUIPMENT GROUND CONDUCTOR INDICATED ON DRAWINGS. CONTINUOUS GROUND CONDUCTOR IN CONDUIT (TYPICAL) 9/32" HOLE COUNTERSUNK - FOR 1/4"-20"X 3/8" L FLAT HEAD MACHINE SCREW TYPICAL FOR STAND-OFF INSULATORS. COPPER BUS ISI �/r COVERED 12 XFR• 2 PANEL BB 480V -120/208V 277/480V, 3PH, 4W 30 KVA 100A BUS MH=12'-0" 5 A O8 O9 3P L=40' L=10' 3P O 3P 0 100A 5'-0" AIC = 14,200 (SYM) 313 PNL E EXISTING 3"C 0 SINGLE LINE DIAGRAM 4 NOT TO SCALE 0 STAND-OFF INSULATOR, LEED INSULATOR CORP. NO. LCD 1091. ATTACH TO WALL. I SPLIT BOLT GROUND CONNECTOR, BURNDY TYPE "K2C" FOR TWO CONDUCTORS OR TYPE "KC" FOR SINGLE CONDUCTOR SIZED FOR EQUIPMENT GROUND CONDUCTOR INDICATED ON DRAWINGS. CONTINUOUS GROUND CONDUCTOR IN CONDUIT (TYPICAL) 9/32" HOLE COUNTERSUNK - FOR 1/4"-20"X 3/8" L FLAT HEAD MACHINE SCREW TYPICAL FOR STAND-OFF INSULATORS. COPPER BUS ISI �/r COVERED — 0 OUTDOOR 2d 0 0 + 0 + MH=12'-0" B Al B (TYP) 0 0 + 0+ B 0 PROVIDE A 14 GAUGE SHEET METAL PROTECTIVE COVER WITHOUT A TOP, BACK OR BOTTOM. ATTACH TO WALL. 1"X2" MICARTA NAME PLATE ATTACHED TO COVER WITH MACHINE SCREWS. ENGRAVE "ELECTRIC SERVICE GROUND." /— HOLE FOR BOLTS AS REQ'D.(MINIMUM SPACE FOR 12 SPLIT BOLT CONNECTORS) 4"X18"X1 /4" COPPER BUS NOTE: DETAIL ASSU ES MOUNTING ON A SOLID MASONRY WALL. IF INSTALLATION IS ON A DRYWALL PARTITION, PROVIDE A STEEL CHANNEL OR PLYWOOD BACKING THAT SPANS BETWEEN STUDS. I I GROUND ASSEMBLY DETA L W NOT TO SCALE 91 2 I 104 CO E R E D C DOOR, ST RAGE j 3 I MH=10'-Q" 4 COVERED 2d OUTDOOR 2c I STORAGE 18-77 SQ. FT 4( 5 6 TI I I MH=10'-0" I 16'-0" door - - - --{ A a 0 5I , RESTROOM� p -/IJ 10= 103 82 SQ. III 2a STC GE 2a 560 I.F. MH=12'-0" B ,2-4 �FFICE2 II % OFFICE Al 1J0 S.F2` 1002 (�) III BB B - -------F --- -- --- J 1 L Fj – — — — — — — — = — — GROUND LEVEL LIGHTING PLAN MAINTENANCE BUILDING SCALE: 1/8"=1'-0" COVERED COVERED OUTDOOR _ _ _ _OUTDOOR_ STORAGE STORAGE 104 1877 SQ. F T 2 I 10' GROUND ROD (TYPICAL) I 0 o CONDENSING 1I-1 0 GROUND BELO UNfT m P 13 GRADE (TYP.) E,3-5-7 r — 1 11 I � 1 "C - 1 /0 GRD. 4 E,10 E,8E,6 10 �ESTROOM EF _ 10f COOED 9 xFR2 T EF 5 g SQ. 7 I — — OUTDOOR ( 3 — STORAGE— STOAGE ( 560 S.F. HEAT 2 III 103 PUMP HP -1 2 E,2-4 T OFFI E 1 m F2 III 1 OFFICE 4 ( $ E,14 �) 102 0BB EXISTING 3" CONDUIT 4 .L 4 GROUND LEVEL POWER PLAN MAINTENANCE BUILDING 2 SCALE: 1/8"=l' -O" No. DA TE DESCRIP TION 2 �3TJ 4 M -E ENGINEERS, INC. 1 CONSULTING ENGINEERS . 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 No. E-14805 EXP. JUNE 30, 2009 CAL\F��� REFERENCE NOTES: C1 PROVIDE 4" HIGH CONCRETE PAD TO BE SIZED PER TRANSFORMER SHOP DRAWINGS. 2C 1/2"C - 3#12 UP TO PHOTOCELL ELEMENT ON ROOF. O3 SERVICE RATED CIRCUIT BREAKER. O TERMINATE 1"C.O. 5'-0" FROM BUILDING AT 24" BRLOW FINISHED GRADE. PROVIDE MARKER. O FOR LIGHTING FIXTURE/ EXHAUST FAN CONTROL. SEE DETAIL 3/E2.03. O6 OPEN TYPE INDUSTRIAL CONTROL RELAY WITH 2OA, (2) N.O. CONTACTS (1 CONTACT IS SPARE) 120V, 1PH COIL, SQUARE D CLASS 8501 TYPE XM020, VOLTAGE CODE V02, OR EQUAL. RELAY TO BE INSTALLED IN SEPARATE LOCKABLE ENCLOSURE OF PANEL "E". �7 J -BOX WITH 30A CIRCUIT FOR INSTANT WATER HEATER. O8 3#6, 1 #10 GRD. - 1 "C. O9 4#1, 1#8 GRD. - 1-1/2"C. 10 CONDUCTORS FROM THE EXISTING PANEL "TH" LOCATED IN AMPHITEATRE (SEE CR -ENGINEERS DRAWING E8). 11 SEE DETAIL 5 ON THIS DRAWING. 12 SHORT CIRCUIT RATING AND BUS BRACING OF PANEL SHALL BE MINIMUM 22,000A (SYM). " 13 METAL WATER PIPING SYSTEM INSTALLED IN BUILDING SHALL BE BONDED TO THE SERVICE EQUIPMENT ENCLOSURE OR TO THE GROUNDING ELECTRODE CONDUCTOR WITH 1#8 COPPER GROUND. Q File Name: Drawn: THE PARK AT RIVER WALK MAINTENANCE FACILITY CITY OF BAKERS IELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 2007-101 Engineer: Date: 09/28/07 Checked By. 11200 STOCKDALE HWY 0 8' SHEET N0. E2.03 16' COVERED — 2.1 OUTDOOR 2d STORAGE MH=12'-0" r Al B (TYP) 2 I 104 CO E R E D C DOOR, ST RAGE j 3 I MH=10'-Q" 4 COVERED 2d OUTDOOR 2c I STORAGE 18-77 SQ. FT 4( 5 6 TI I I MH=10'-0" I 16'-0" door - - - --{ A a 0 5I , RESTROOM� p -/IJ 10= 103 82 SQ. III 2a STC GE 2a 560 I.F. MH=12'-0" B ,2-4 �FFICE2 II % OFFICE Al 1J0 S.F2` 1002 (�) III BB B - -------F --- -- --- J 1 L Fj – — — — — — — — = — — GROUND LEVEL LIGHTING PLAN MAINTENANCE BUILDING SCALE: 1/8"=1'-0" COVERED COVERED OUTDOOR _ _ _ _OUTDOOR_ STORAGE STORAGE 104 1877 SQ. F T 2 I 10' GROUND ROD (TYPICAL) I 0 o CONDENSING 1I-1 0 GROUND BELO UNfT m P 13 GRADE (TYP.) E,3-5-7 r — 1 11 I � 1 "C - 1 /0 GRD. 4 E,10 E,8E,6 10 �ESTROOM EF _ 10f COOED 9 xFR2 T EF 5 g SQ. 7 I — — OUTDOOR ( 3 — STORAGE— STOAGE ( 560 S.F. HEAT 2 III 103 PUMP HP -1 2 E,2-4 T OFFI E 1 m F2 III 1 OFFICE 4 ( $ E,14 �) 102 0BB EXISTING 3" CONDUIT 4 .L 4 GROUND LEVEL POWER PLAN MAINTENANCE BUILDING 2 SCALE: 1/8"=l' -O" No. DA TE DESCRIP TION 2 �3TJ 4 M -E ENGINEERS, INC. 1 CONSULTING ENGINEERS . 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 No. E-14805 EXP. JUNE 30, 2009 CAL\F��� REFERENCE NOTES: C1 PROVIDE 4" HIGH CONCRETE PAD TO BE SIZED PER TRANSFORMER SHOP DRAWINGS. 2C 1/2"C - 3#12 UP TO PHOTOCELL ELEMENT ON ROOF. O3 SERVICE RATED CIRCUIT BREAKER. O TERMINATE 1"C.O. 5'-0" FROM BUILDING AT 24" BRLOW FINISHED GRADE. PROVIDE MARKER. O FOR LIGHTING FIXTURE/ EXHAUST FAN CONTROL. SEE DETAIL 3/E2.03. O6 OPEN TYPE INDUSTRIAL CONTROL RELAY WITH 2OA, (2) N.O. CONTACTS (1 CONTACT IS SPARE) 120V, 1PH COIL, SQUARE D CLASS 8501 TYPE XM020, VOLTAGE CODE V02, OR EQUAL. RELAY TO BE INSTALLED IN SEPARATE LOCKABLE ENCLOSURE OF PANEL "E". �7 J -BOX WITH 30A CIRCUIT FOR INSTANT WATER HEATER. O8 3#6, 1 #10 GRD. - 1 "C. O9 4#1, 1#8 GRD. - 1-1/2"C. 10 CONDUCTORS FROM THE EXISTING PANEL "TH" LOCATED IN AMPHITEATRE (SEE CR -ENGINEERS DRAWING E8). 11 SEE DETAIL 5 ON THIS DRAWING. 12 SHORT CIRCUIT RATING AND BUS BRACING OF PANEL SHALL BE MINIMUM 22,000A (SYM). " 13 METAL WATER PIPING SYSTEM INSTALLED IN BUILDING SHALL BE BONDED TO THE SERVICE EQUIPMENT ENCLOSURE OR TO THE GROUNDING ELECTRODE CONDUCTOR WITH 1#8 COPPER GROUND. Q File Name: Drawn: THE PARK AT RIVER WALK MAINTENANCE FACILITY CITY OF BAKERS IELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 2007-101 Engineer: Date: 09/28/07 Checked By. 11200 STOCKDALE HWY 0 8' SHEET N0. E2.03 16' * PROVIDE SEPARATE LOCKABLE ENCLOSURE FOR INSTALLATION OF CONTROL RELAY DESCRIBED IN NOTE 6 ON DRAWING E2.03. NO. PANEL "BB" DESCRIP TION i / / 480/277V, 3PH-4W 208/ 120V, 3PH-4W 4 / / 100A MCB MOUNTING: SURFACE 100A MCB MOUNTING: SURFACE 225A BUS VA DESCRIPTION TYPE QTY BRKR PHASE A PHASE B PHASE C BRKR QTY TYPE DESCRIPTION DESCRIPTION 1 XF2 EQ 1 50A/3P 1802 2240 PHASE B PHASE C 20A/ 1 P 14 LT INTERIOR LTS 2 3 _ 1 1HEAT PUMP 1106 200 20A/IP 2 LT EXTERIOR LTS. 4 5 _ OUTLETS 1106 1000 20A/1P SPARE 6 7 SPARE 20A/1P 6 20A/1P SPARE 8 9 SPARE 20A/ 1 P 10 20A/1P- SPARE 10 11 SPARE 20A/1P 14 20A/1P SPARE 12 13 SPARE 30A/1P 18 30A/1P SPARE 14 15 SPARE 20A/IP 22 20A/1P SPARE 16 17 SPARE 20A/1P 4706 2042 20A/1P SPARE 18 19 SPACE TOTAL CONNECTED PHASE LOAD SPACE 20 21 SPACE L 16.0 SPACE 22 23 SPACE SPACE 24 25 SPACE SPACE 26 27 SPACE SPACE 28 291 SPACESPACE 30 LARGEST MOTOR LOAD * 250X 4042 1306 216 VA TOTAL CONNECTED PHASE LOAD 14.6 4.7 7.66 AMPS KVA AMPS 8.67 24.1 TOTAL CONNECTED LOAD 7.45 9.0 LIGHTING LOADS * 259/ 0.61 0.7 LARGEST MOTOR LOAD * 25% (RECEPTACLE LOADS-10KVA) * 50% TOTAL LOAD 8.06 9.7 * PROVIDE SEPARATE LOCKABLE ENCLOSURE FOR INSTALLATION OF CONTROL RELAY DESCRIBED IN NOTE 6 ON DRAWING E2.03. NO. PANEL "E" DESCRIP TION i / / 208/ 120V, 3PH-4W 4 / / 100A MCB MOUNTING: SURFACE 100A BUS VA DESCRIPTION TYPE QTY BRKR PHASE A PHASE B PHASE C BRKR QTY TYPE DESCRIPTION 1 1HEAT PUMP EQ 1 20AI1P 696 1 720 386 116 I ==1 386 1 1656 3600 I L 20A/1P 4 R OUTLETS 2 3 ICONDENSER UNIT EQ 1 15A/3P 20A/1P 4 R OUTLETS 4 5 - 20A/1P 1 EQ EXH. FAN EF -2 6 7 20A/1 P 1 EQ EF -3 8 9 SPARE 20A/1P 30A11PI 1 EQ WATER HEATER 10 11 SPARE 120AIlPI 20A/1PI SPARE 12 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 18 19 SPACE SPACE 20 21 SPACE SPACE 22 23 SPACE SPACE 124 1918 4706 2042 VA TOTAL CONNECTED PHASE LOAD 16.0 39.2 17.0 AMPS KVA AMPS TOTAL CONNECTED LOAD 8.67 24.1 LIGHTING LOADS * 250/ LARGEST MOTOR LOAD * 250X (RECEPTACLE LOADS -10KVA)*50% TOTAL LOAD 8.67 24.1 * PROVIDE SEPARATE LOCKABLE ENCLOSURE FOR INSTALLATION OF CONTROL RELAY DESCRIBED IN NOTE 6 ON DRAWING E2.03. ROaSc 1 11 999 N. Sepulveda Blvd. Suite 100 EI Segundo, CA 90245 310.416.9660 tel 310.416.9650 fax REVISIONS NO. DA TE DESCRIP TION i / / ROaSc 1 11 999 N. Sepulveda Blvd. Suite 100 EI Segundo, CA 90245 310.416.9660 tel 310.416.9650 fax REVISIONS NO. DA TE DESCRIP TION 1 / / 4 / / M -E ENGINEERS, INC. CONSULTING ENGINEERS : 10113 JEFFERSON BOULEVARD CULVER CITY, CA 90232 tel (310) 842-8700 fax (310) 842-7700 A 7 . No. E-14805 EXP. JUNE 30, 2009 OF CAS\EO�� File Name: Drawn: THE PARK AT RIVER WALK MAINTENANCE FACILITY SHEET NO. CITY OF BAKE SFIELD, CALIFORNIA PUBLIC DEPARTMEW Job No.: 2007-101 Engineer: Date: 09/28/07 Checked By. 11200 STOCKDALE HWY E2.04