Loading...
HomeMy WebLinkAbout7.9-166 ArchitecturalA ,fir. ! Q ��--- DETAIL NUMBER X H DRAWING NUMBER /I 1 ` WJ • —&I Ix SAND OR GRAVEL FILL DETAIL NUMBER DETAIL KEY 37 tUNITS A2.1 DRAWING NUMBER INTERIOR DETAIL NUMBER ELEVATION X (C. KEY AX.XX E DRAWING NUMBER 120 ROOM NUMBER WORKING POINT AND/OR ELEVATION �. MARK N N DOOR NUMBER —&I Ix SAND OR GRAVEL FILL - J, OM 01�1171mA4 No. T Da tUNITS DESCRIP-►"10 . CONCRETE O,NS COMMENT RE�V� (C. CONTINUO !i1 ! !ii ! OR SHIM �. • !!! •1 010907 PLAN CHECK _-'-_- FIR INSULATIO ZOVIDED FROM AN EMERGENCY ■ww•,c••o•.•r•.•o•n ■.rurlr.rrr•r•.r•■•iPREMOLDE CODE REQUIRES THE ADDITON wr.iNURN ar••UMoRN MATERIAL 13*640 THE SAKERSFIELD FiRE DEPT., 0' 5+04 61; •, • ,, , RS): A MINIMUM OF ONE -IVE FEET TRAVEL DISTANCE IENDMENTS - J, OM 01�1171mA4 No. T Da _ DESCRIP-►"10 . PIAN CHECK O,NS COMMENT RE�V� Ell 010907 PLAN CHECK REVISIONS A MINIMUM INTENSITY OF 1 ZOVIDED FROM AN EMERGENCY CODE REQUIRES THE ADDITON , THE SAKERSFIELD FiRE DEPT., BAKERSFIELD, CA 93301. # r • • •r' e RS): A MINIMUM OF ONE -IVE FEET TRAVEL DISTANCE IENDMENTS MENDMENTS) AMENDMENTS) 1•r 'HIEFS qIA ELECTRICAL 2CODE }_ •!•r•!. ny Erosion Control not limited to the on site until properly ie site via sheet flow, � iHnd. e materials shall be sy the forces. of wind and I be stored in accordance fAeE son d racwaters. red from the weather. 'ed of in a proper ryry esYstem,nor be r :o the public way or any to retain concrete wastes istes. asOued into a covered and dispersal bYwind. ' ORE Y7 ed from the site by vIS(I �the oys must be stabilized so vN i the public way. Vand may not be washed •is N®I ation shall be stabilized Section 4216/4�2 1of government code requires a -tiveness. dig alert identification number be Issued before a permit to excavatewill be valid. Call (2) working days before you dig. 7.9-166 ! SHEET NO. RAL NOTES.G1.00 f� i1 •i ! -i•w•#e er-! �ei• r••w• N 1�_: _- �r 1 �ee • e ir# r lost " i•w i ' ir1 0.0 1` 1!•" r1! :e: • •x w ► ! • •••r - rrr•,! ' r' r w , • ' WA 41 • •' r•• ' i! rr Ax e how i !lral!'JEU !�-`. !e f, r w � • r i i•!r ii!•ii: A : ' • i' i` rrr ri•: rre r r s • It i •sit 1 r r r s ,•r !`•i•iir • i� • •4 ' •s . � • : • e • :r •.- '.ra •• !♦i4# !ii• ,ee'. . •:. • Alr •• }.• •-w ••-' r-. �••• . � re• •' r.• r r .r• Ai•!.+ r'1'.rr• } ; !,.. : ;' ' lir • r • ' • :'er■•:, •wris . , • [ too !ir r• 511 iz RMT1 A I i. M I I 0111111JUej. PAMILIR M r 14 W 11111111110 M e• -211 Im fols I M 12MILY1 erw •i . y : w • .ILLUMINATED FOOT—CANDLE ••' LEVEL. ILLUMINATION- 37. MEANS OF EGRESS ' POWER • KEY wiXES — SECTION 506 OF ` FIR OF • OF APPLICATIONS FOR KEY BOXESye r PREVENTION SERVICESo 1501• • FIRE EXTINGUISHERSCABINETS,• e 2A10BC TO EXCEED SEVEN ROM ANY POINT IN THE BUILDING. Applicable Codes 2001 CALIFORNIABUILDING •e UNIFORM(1997 iING CODE WITH CALIFORNIA 2001 CALIFORNIAPLUMBING CODE (2001 UNIFORM PLUMBING r !1 CAUFORNIA 2001 CALIFORNIA MECHANICAL •e (1997 UNIFORM. ie iR 2001 CALIFORNIA• !i (2000 UNIFORM FIRE CODE OF THE WESTERN FIRE ASSOCIA11ON NTH CALIFORNIA` e 2002- NATIONAL ELECTRICAL CODE + 2004 CAUFO #D 2001 CALIFORNIA BUILDING CODE — TITLE 24, PA 2005 CALIFORNIA- ! 1998 AMERICANS DISABILITIES .! - • 1 buildingkeferred Approvals: Signage Sunshades Complion * ce to the Water Quality standards and Plan associated project includes,but i following requirements. l.Sed*ments and other pollutants shall be retaine disposed if t may ot be transported from swales, area drains, natural drainage courses or 2.Stockpiles of earth and other construction relot protected from being transported from the site water flow. 3.Fuel, oils, solvents and other toxic materials sh • an are no • con am no ^ All approved storage containers are to be prot Spills must be cleaned up immediately and disp manner. Spills may not be washed into the dro allowed to settle or Infiltrate into soil. 4.Excess or waste concrete may not be washed i other drainage system. Provisions shall be mad on site until they con be disposed of as solid 5.Trash and construction solid wastes shall be de receptacle to prevent contamination of rainwate 6.Sediments! • other!- i may !i ! vehicular traffic. -constructionentrance roo as to inhibit sediments from -t Accidental depositsshall beswept {immedlot down by rain or other means. 7.Any slopes with disturbed soils or removed veg to inhibit erosion by wind and water. 8.Stormwater pollution prevetiondevices ! • !• -• • as project progressesto ensure eff BAKERSFIELD SPORTS 2007-100 r LIC WORKS DEPARTMENT Date: 03-27-09 ^; y. PHASECOMPLEX m �s No. T Da _ DESCRIP-►"10 03/27/09 PIAN CHECK O,NS COMMENT RE�V� 010907 PLAN CHECK REVISIONS A MINIMUM INTENSITY OF 1 ZOVIDED FROM AN EMERGENCY CODE REQUIRES THE ADDITON DONDERS AFTER CLOSING HOURS. THE SAKERSFIELD FiRE DEPT., BAKERSFIELD, CA 93301. RS): A MINIMUM OF ONE -IVE FEET TRAVEL DISTANCE IENDMENTS MENDMENTS) AMENDMENTS) 'HIEFS qIA ELECTRICAL 2CODE ny Erosion Control not limited to the on site until properly ie site via sheet flow, � iHnd. e materials shall be sy the forces. of wind and I be stored in accordance fAeE son d racwaters. red from the weather. 'ed of in a proper ryry esYstem,nor be :o the public way or any to retain concrete wastes istes. asOued into a covered and dispersal bYwind. ' ORE Y7 ed from the site by vIS(I �the oys must be stabilized so vN i the public way. Vand may not be washed N®I ation shall be stabilized Section 4216/4�2 1of ictices shall be modified, government code requires a -tiveness. dig alert identification number be Issued before a permit to excavatewill be valid. Call (2) working days before you dig. 7.9-166 SHEET NO. RAL NOTES.G1.00 ♦ o ♦ o ♦ ♦ ♦ o ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ • ♦ . ................. ...... ................................................................... . . . . . . . . . . . . . . . . . . .............. - _•• - 77• • .. .................................... ...... .. .... • ... ............... .. .............-%• ...................................... ..... . ... ............. ........... .......... . ......... .. . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . ... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . •IMIMI 11,11", .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... J, . .. . . . . . . . . . . . . . . . . ... I , .•.•.•.•.•. .•. . . .•. . .•.•. .•. . .. .......................................... 1( ...... . .. • ....... .... ........... .................... y ......... :K0, . ........ • ............................. .......... ... .... ...... .......... ....... .. .... ... ...... ..... ............ ..... ......... ................ ........... .. ........... ... ....... ........... ... . ..... ... . ...... .. ........... .......... ............................... ....... .......♦ .... .......... ...... . ...... ...... ........ ....... .... ......... ...•♦• . ...... ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .°.°.°°•.°.• . . . . . . . . . . . . . .♦.•. . . . . . . . .♦. . ...... . . . ..... .♦ . ........• ... ... .................. .. ..... ...... ... .......... ................ ... ... ......... ........ ... .......... . ....... . .. ............ .• .... • ........ ..... .. ........... ..... ...... - - -------- ------------ 00 Ma W IM= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ♦. . . ...... ... . . . . . UTUV •"'Ij J ........ .......... ................ ......... ........ .......... ...... IFT ......... ......... ........... ------ ININNN Him nmnnmm� Mari ONE Ix IWAA J As\ x. • ro Q Ali 1019 • j77 --------- - ---------- loddd pw go „� � KEY PLAN' 1 G1s01 SCALE: REF. CITY OF File BAKERSFIELD,(ALIFURNIA PUBLIC WORKS DEPARTMENT Job Nome2007-100 DesignerBAKERSFIELD SPORTS VILLAGE Date: 03-27-09 Checked By. PHASE 1 SOCCER COMPLEX L_ _j I d� SHEET NO. G1.01 1 4 0 R"EVISIONS No. DATE DESCRIPTION 03/27/09 PLAN CHECK COMMENT REVISIONS 2 3 // 4 01.0907 PLAN CHECK REVISIONS I F —1 L _J X . . . . . . . . . . . . . . . . V V 1 A1.01 11 ► .................... ... OIL . ...... ... .......... ...... ........... . . . .... ........... .......... .... ........... ...... ............. ......... ...... -------- .... ....................... ... SITE PLAN SCALE: 1 =60'-0"' REF: EDd UF RE cm A 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. 7.9-166 SHEET NO. G1.01 1 4 0 NOTE: IF e' 48" MINIMUM L.JWHERE ADJACENT OBSTRUCTION. FIRE ALARM OBSTRUCTED . 3, 1' OR WALL OCCURS SEE ADA `n MEN e e a a _ BOX REQ'S. 12" MINIMUM IF DOOR HAS e e A0M BOTH A CLOSER AND A LATCH REQUIRED CLEAR SPACE 00� � a o p• � • x � �X08,® • " 4 > OCL 1 °'LO 48" 36 MINIMUM CABINETlop --'—BARRIER FREE 'MOP STRIP &' ELECTRIC SPEAKER EWC OR FIRE --- HO ELECT. DEVISE�______THERMOSTAd__ SE' &GUISHER i 48" 54" PRE BRED NOTE: IF e' 48" MINIMUM L.JWHERE ADJACENT OBSTRUCTION. FIRE ALARM OBSTRUCTED . 3, 1' OR WALL OCCURS SEE ADA `n MEN e e a a _ BOX REQ'S. 12" MINIMUM IF DOOR HAS e e A0M BOTH A CLOSER AND A LATCH REQUIRED CLEAR SPACE 00� � a o p• � • x � �X08,® • " 4 > OCL 1 °'LO 48" 36 MINIMUM CABINETlop --'—BARRIER FREE 'MOP STRIP &' ELECTRIC SPEAKER EWC OR FIRE --- HO ELECT. DEVISE�______THERMOSTAd__ SE' &GUISHER SCALE.- NTS PAY TELEP01 i SIGN, INTERIOR SHELF PANEL OR FIRE ALARM, DRINKING EX`TINGUISHER r it ,' i! ► ,# • STROBE FOUNTAIN SEE APPUCABLE NOTES ON TYPICAL ACCESSIBILITY NOMS SHEET'. CABINET I�SEE PLAN I FOR LOCATION �■i SM -RECESSED WAILK UKIML SAN. PA • .r TOWEL CLOSET NAPKIN DISPENSER DISPOSAL DISPOSAL 00 o I w' CfMENt p.. WOMEN ' • f ii rte•- • /`:.� •- :•c ♦ A. ..c► ,aa .>, .►. �:.1 man t►•,a ,. :.a ..ItJ e mi STANDARD SHOWER �`-7" MIN. Rsusn yr vrrw v. LESS 1" Ob i o r- 1 "MAX 15w U 0 i TOILET SOAP DIS EN ER SOAP DISPENSER PAPER DISPENSER NOTE MOUNTING OF ALL ACCESSORIES MUST COMPLY WITH CaIDAG '96. • GRAB , ■ • r r: GRAB a: •r r. s LARGE STALL SMALL STALL ' \-36* MIN. LENGTH M SEAT 24" MIN. LENGTH i cep STANDARD tHOWER 7— STALL H.C. G1,2 SCALE: NTS REF: il• LETIEL COMPRESSED CARPET THRESHOLD PI. u9num FLOOR Mr EX1 - '.�. Vii_' - •<�.:.;� a ',_ - 1. 1/2* MAXIMUM TO1 2. 1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER lle VERITCAL LEVEL CHANGE. 3. 1/4* MAXIMUM VERTICAL LEVEL CHANGE. HRESHOLDS ALCOVESCALE: NTS 1. WITHIN DEEP t 32* MIN. CLR. WHEN A SINGLE FOUNTAIN 1 t� CONTRACTOR SHALL COORDINATE WITH SIZE OF WATER FOUNTAIN TO BE USED AND SIZE ALCOVE!.DCOMPLYING WITH REQUIREMENTS 1 ! r # ##t'��11 ARCHITECT. 2. SEE TYPICAL ACCESSIBILITY NOTES ET SECTIONS 1. WARNING FOR THE VISION IMPAIRED AT A PROJECTED DRINKING FOUNTAIN (AN BE PROVIDED BY OF THE FOLLOWING SURFACEA. THE OF !/' OR GROUND AT THE DRINKING FOUNTAINOF iNTRASTING COLOR WITH A TEXTURE THAT CONTRASTS ADJACENTr FLOOR MATERIAL, # BE BY 17"__ 19 MIS. TEXTURE EXTENDING FROM THE WALL TO ONE FOOT BEYOND THE FRONT EDGE OF THE DRINKING FOUNTAIN AND ONE FOOT BEYOND EACH SIDE OF FOUNTAIN, OR }B.INSTALL YANG WALLS ON ! OF DRINKING FOUNTAINTO t ` PROJECT OUT FROM THE MAIN WALL AT LEAST AS FAR AS THE DRINKING FOUNTAIN AND TO WITHIN 6* OF THE PATH OF TRAVEL FLOOR FINISH. c BE BETWEEN C. GUARDRAILS SHALL •EA MINIMUM OF 32' CLEAR • NEEN AND PROJECT FROM THE SUPPORT WALL 1 THE r•l. 1. THE FOUNTAIN AND WITHIN • OF ' OF •, GUARDRAILS,2. FOUNTAIN & t r REQUIRED ROUTE/PATHACCESSIBLE WIDTH. >, • ! TONS SHOWN HERE ARE FOR DIMENSIONAL ACCESSIBIUTY ILLusTRA PURPOSES ONLY. A SECOND DRINKING FOUNTAIN SHOULD BE PROVIDED AT A MOUNTINGTO PERSONS WITH LIMITED PHYSICAL BENDING ABILITY, ADJACENTTO THE FOUNTAIN,ACCESSIBLE t ! RESILIENCYA14D AS REQUIRED. PROVIDE TEXTURED AREA OF CONTRASTING COLOR TO VOW- IDENTIFY WATER FOUNTAIN - LOCATION AS NOTED. WHEN FOUNTAIN IS AT AN INTERIOR LOCATION, THE TEXTURED AREA SHALL ALSO BE OF DIFFERENT OF THE ADJACENT/1. SURFACE FINISH. SEE r(PICAL ACCESSIBILITY NOTES SHEET FOR ADDITIONAL REQUIREMENTS. DRINKING FOUNTAINS SCALE: NTS PUBLIC i O i - DEPARTMENT i i, P. c M, "I �; -I-11,111 111117.&1. 2. WHEN X < 20 INCHES, THi� Y SHALL BE 48 INCHES MAXIMUM. 3. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE r r Ar� T 2 24" MiN. EXTERIOR 0 18" MIN. INTERIOR c>a REQUIRED CLEAR SPACE DOOR WIDTH PLUS 24"- MIN. EXTERIOR 18" MIN. INTERIOR 24" MIN. EXTERIOR & 18" MINIMUM INTERIOR BEYOND STRIKE EDGE OF A GATE OR DOOR ON THE SIDE TOWARD WHICH IT SWINGS. -- 48" MINIMUM INTERIOR SO DOOR WIDTH PWS 42 ffix"UJIL 1.1 ..R. A., .11.+✓.11 ODE R...._A •.1 9 ` ,.►- M 9 .'J T11,n'r SL 1' EDGE OF WATER TANK LID CLOSET WHEN TANK FLUSH VALVE OCCURS. (28- MIN. CLR. BETWEENLAVATORY TO FURTHEST PROTRUDINGEDGE OF WATER CLOSE17, TYPICAL.) r•• 24- PREFERRED MAXIMUMWHEN TOILET SEATDISPENSER (WHERE , l f OCCURS)36" GRAB PEPERENED r 250 CAPACITY REACH REQUIREMENTS 1. CLEAR SPACES MUST BE SCALE.- NTS OCCUPANT RELEASES GRIPS ! REACH FOR iii" THE THE i' V"• a i FOOT IS ALLOWED FOR DRAINAGE. VAt 2. WHERE DOORS OPEN ONTO, BUT NOT INTO A CORRIDOR, THE REQUIRED LEVEL AREA r it ,' i! ► BEYOND THE DOORS MAY BE A MINIMUM OF 48 . FOR ADDITIONAL INFORMATION, SEE APPUCABLE NOTES ON TYPICAL ACCESSIBILITY NOMS SHEET'. r' DOOR CLEARSPACE SCALE: 3 J RE •. i • t, • • • •.i 1 is i,. SMOOTH SURFACE It!' BOTTOM, 1. MINIMUM HIGH EITHER ATTACHED PANEL 1' BOTTOM RAIL • GRAB BAR 2. OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL i • 1`'i 7 1 sir i #' � • 48* MIN. WHEN FRONT KNOWLEDGE OR EFFORT. BM ii1' OR 60* MINIMUM n. ■ W EN SI H Dt ENTRY DOOR REQUIRING GRASPING). 1•t ! i •` i`'i r.r!•w w r i i •. it ' CLEAMCt NM: 5. MAXIMUM 8.5 LBS. EFFORT TO OPERATE EXTERIOR DOOR, .,r • BETWEEN LAVATORY r LBS. i INTERIOR. i• ' ' 1 f I • a • GRAB , ■ • r r: GRAB a: •r r. s LARGE STALL SMALL STALL ' \-36* MIN. LENGTH M SEAT 24" MIN. LENGTH i cep STANDARD tHOWER 7— STALL H.C. G1,2 SCALE: NTS REF: il• LETIEL COMPRESSED CARPET THRESHOLD PI. u9num FLOOR Mr EX1 - '.�. Vii_' - •<�.:.;� a ',_ - 1. 1/2* MAXIMUM TO1 2. 1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER lle VERITCAL LEVEL CHANGE. 3. 1/4* MAXIMUM VERTICAL LEVEL CHANGE. HRESHOLDS ALCOVESCALE: NTS 1. WITHIN DEEP t 32* MIN. CLR. WHEN A SINGLE FOUNTAIN 1 t� CONTRACTOR SHALL COORDINATE WITH SIZE OF WATER FOUNTAIN TO BE USED AND SIZE ALCOVE!.DCOMPLYING WITH REQUIREMENTS 1 ! r # ##t'��11 ARCHITECT. 2. SEE TYPICAL ACCESSIBILITY NOTES ET SECTIONS 1. WARNING FOR THE VISION IMPAIRED AT A PROJECTED DRINKING FOUNTAIN (AN BE PROVIDED BY OF THE FOLLOWING SURFACEA. THE OF !/' OR GROUND AT THE DRINKING FOUNTAINOF iNTRASTING COLOR WITH A TEXTURE THAT CONTRASTS ADJACENTr FLOOR MATERIAL, # BE BY 17"__ 19 MIS. TEXTURE EXTENDING FROM THE WALL TO ONE FOOT BEYOND THE FRONT EDGE OF THE DRINKING FOUNTAIN AND ONE FOOT BEYOND EACH SIDE OF FOUNTAIN, OR }B.INSTALL YANG WALLS ON ! OF DRINKING FOUNTAINTO t ` PROJECT OUT FROM THE MAIN WALL AT LEAST AS FAR AS THE DRINKING FOUNTAIN AND TO WITHIN 6* OF THE PATH OF TRAVEL FLOOR FINISH. c BE BETWEEN C. GUARDRAILS SHALL •EA MINIMUM OF 32' CLEAR • NEEN AND PROJECT FROM THE SUPPORT WALL 1 THE r•l. 1. THE FOUNTAIN AND WITHIN • OF ' OF •, GUARDRAILS,2. FOUNTAIN & t r REQUIRED ROUTE/PATHACCESSIBLE WIDTH. >, • ! TONS SHOWN HERE ARE FOR DIMENSIONAL ACCESSIBIUTY ILLusTRA PURPOSES ONLY. A SECOND DRINKING FOUNTAIN SHOULD BE PROVIDED AT A MOUNTINGTO PERSONS WITH LIMITED PHYSICAL BENDING ABILITY, ADJACENTTO THE FOUNTAIN,ACCESSIBLE t ! RESILIENCYA14D AS REQUIRED. PROVIDE TEXTURED AREA OF CONTRASTING COLOR TO VOW- IDENTIFY WATER FOUNTAIN - LOCATION AS NOTED. WHEN FOUNTAIN IS AT AN INTERIOR LOCATION, THE TEXTURED AREA SHALL ALSO BE OF DIFFERENT OF THE ADJACENT/1. SURFACE FINISH. SEE r(PICAL ACCESSIBILITY NOTES SHEET FOR ADDITIONAL REQUIREMENTS. DRINKING FOUNTAINS SCALE: NTS PUBLIC i O i - DEPARTMENT i i, P. c M, "I �; -I-11,111 111117.&1. 2. WHEN X < 20 INCHES, THi� Y SHALL BE 48 INCHES MAXIMUM. 3. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE r r Ar� T 2 24" MiN. EXTERIOR 0 18" MIN. INTERIOR c>a REQUIRED CLEAR SPACE DOOR WIDTH PLUS 24"- MIN. EXTERIOR 18" MIN. INTERIOR 24" MIN. EXTERIOR & 18" MINIMUM INTERIOR BEYOND STRIKE EDGE OF A GATE OR DOOR ON THE SIDE TOWARD WHICH IT SWINGS. -- 48" MINIMUM INTERIOR SO DOOR WIDTH PWS 42 ffix"UJIL 1.1 ..R. A., .11.+✓.11 ODE R...._A •.1 9 ` ,.►- M 9 .'J T11,n'r SL 1' EDGE OF WATER TANK LID CLOSET WHEN TANK FLUSH VALVE OCCURS. (28- MIN. CLR. BETWEENLAVATORY TO FURTHEST PROTRUDINGEDGE OF WATER CLOSE17, TYPICAL.) r•• 24- PREFERRED MAXIMUMWHEN TOILET SEATDISPENSER (WHERE , l f OCCURS)36" GRAB PEPERENED r 250 CAPACITY REACH REQUIREMENTS 1. CLEAR SPACES MUST BE SCALE.- NTS OCCUPANT RELEASES GRIPS ! REACH FOR iii" THE THE REF: FOOT IS ALLOWED FOR DRAINAGE. 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, SEE APPUCABLE NOTES ON TYPICAL ACCESSIBILITY NOMS SHEET'. DOOR CLEARSPACE SCALE: 3 J RE i,. SMOOTH SURFACE It!' BOTTOM, 1. MINIMUM HIGH EITHER ATTACHED PANEL 1' BOTTOM RAIL GRAB BAR 2. OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL 7 48* MIN. WHEN FRONT KNOWLEDGE OR EFFORT. BM ii1' OR 60* MINIMUM 3. OPENABLE BY SINGLE EFFORT LEVER -TYPE DEVICE (NOT W EN SI H Dt ENTRY DOOR REQUIRING GRASPING). CLEAMCt NM: 5. MAXIMUM 8.5 LBS. EFFORT TO OPERATE EXTERIOR DOOR, • BETWEEN LAVATORY r LBS. i INTERIOR. s WATER CLOSET OCCURS. WATER • CLOSET 9 TO ' 1 TOP OF TOILET SEAT MAX ROLL .,. • HOLDER � WITHOUT STOPS RECESSED SEMI -RECESSED 1'(PER CRY OF LOS ANGELESMEMORANDUM OF GENERAL �. L• J..,,..- PROVIDE UNISEX USE. PRIVACY !i1'' OCK WHEN IT IS A PRIVATEACCESS TOILET OR FORJANUARY 29, 1988) 36" TO 42' LEVER `:• BARS; ACCESSIBIUTY NOTES SHEET. PRIVACY HANDIFRAIL OR PROVIDEKICK PLATEA NARROW FRAME WITH A BEVELED TOP EDGE(30 DEGREE MAXIMUM (WITH NO SIDE FRAMES) MAY BE USED IN UEUOF PROVIDING THE REQUIRED 10-INCHUNINTERRUPTED SURFACE AT THE BOTTOM c�-!jgqj M SCALE.- NTS SCALE: NTa PHASE 1 SOCCER COMPLEX Date: 03-27-09 Checked By. BAKERSFIELD SPORTS KEVISIONS 1* 4T ED XX No. DATE DESCRIPTION 03/27/09 PLAN CHECK COMMENT REVISIONS / I Rr .,sfG F ORE V 1649 Section 4216/4217 of the government code requires a dig. alert identification number be issued before a permit to excavate will be vaiid. Coli (2) working days before you dig. 7.9-166 �'01 0 SG1 .02 HEET NO. MIR 7 MIR DOOR NO. 101.A SIZE DOOR FRAME MATERIAL FINISH DETAIL (SHEET A4.1)TRESH< HM PAINT HD R. REMARKS WIDTH 3$_0" HEIGHT 71--2" TYPE A.2 THICK 1--3/4" MATERIAL STL FINISH PAINT 102.A 3'--0" 7'--2" A.2 1--3/4" STL PAINT HM PAINT 103.A 3'--0" 7'-2" B 1--3/4" HM PAINT HM PAINT CMU, PNT 104.A 3'--o" 71--2" B 1-3/4" HM PAINT HM PAINT PNT PLASTER, 105.A 3'--0" 7'72" A.2 1--3/4" HM PAINT HM PAINT CONC, S Al ED'! CMU, SEALED 106.A 3'--0" 71--2" A.2 1--3/4" HM PAINT HM PAINT CMU, SEALED EXPOSED,PNT 106.13 3'--0" 7'-2" A.2 1--3/4" HM PAINT HM PAINT CONC, SEALED CMU, RNT 106.0 3'--0" 71--2" C - STL PAINT STL PAINT 107.A 3'--0" 7'--2" A.2 1--3/4" HM PAINT HM PAINT 108.A 3'--0" 7'--2" A.2 1--3/4" HM PAINT HM PAINT 109.A 3'--0" 7'--2" A.2 1--3/4" HM PAINT HM PAINT 109.6 3'--0" 7'--2" C -- STL PAINT STL PAINT 110.A 3'--0" 7'--2" A.2 1--3/4" HM PAINT HM PAINT 110.8 3'--0" 7'-2" A.2 1-3/4" HM PAINT HM PAINT 110.0 3'--0" 71--2" A.2 1-3/4" HM PAINT HM PAINT 110.1) 16'--8" 4'-10" D -- ALUM. -- ALUM. - 110.E 16'--8" 4'--10" D -- ALUM. -- ALUM. -__F - MCI ,. ; AIR SPACE W/ INSECT SCREEK • • u 1 2 A4.01 ROLL --UP CASING r__ _--__---- L FINISH FLOOR !t t8 t! !t "B" !t t! t!' !t REVISIONS No. DATE DESCRIPTION 03/27/09 PLAN CHECK COMMENT REVISIONS 01 09 07 PLAN CHECK REVISIONS .common. CA11 �RESTROOM & CONCESSION BUILDINGS � �'v SCALE: 1/8"=l' -O" A1.04 REF: Fite Name: grown: BAKERSFIELD SPORTS VILLAGE CITY (0, F BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 2007-100 Designer: FLOOR PLAN &DOOR SCHEDULE Date: 03-27-09 Checked By PHASE 1 SOCCER COMPLEX 2�'"1k���J Section 4216/4217 of the government code requires a dig alert Identification number be Issued before a "permit to excavate" will be valid. pall (2) working days before you dig. 7.9-166 NoM SHEET N0. TI A1.01 O SCHEDULE 011 North Wall South Wal I I East Wal I West all Ceilin Finish Notes 9 C-ONC, SEALED PNT PLASTER CMU, PNT PNT PLASTER '• .. « PNT PLASTER, Men's Restroom 1941010real I PNT PLASTER CONC, S Al ED'! CMU, SEALED CIVIU, SEALED CIVIU, SEALED EXPOSED.PNT CIVIU, SEALED CMU, SEALED EXPOSED,PNT SEALED SEAl FD EXPOSED, • T. ,Change Room 2 CONC, SEALED CMU, RNT PNT PLASTER ;'Storage/Maintenance CONC, SEALED CMU, SEALED CIVIU, SEALED PNT PLASTER ,. ; AIR SPACE W/ INSECT SCREEK • • u 1 2 A4.01 ROLL --UP CASING r__ _--__---- L FINISH FLOOR !t t8 t! !t "B" !t t! t!' !t REVISIONS No. DATE DESCRIPTION 03/27/09 PLAN CHECK COMMENT REVISIONS 01 09 07 PLAN CHECK REVISIONS .common. CA11 �RESTROOM & CONCESSION BUILDINGS � �'v SCALE: 1/8"=l' -O" A1.04 REF: Fite Name: grown: BAKERSFIELD SPORTS VILLAGE CITY (0, F BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 2007-100 Designer: FLOOR PLAN &DOOR SCHEDULE Date: 03-27-09 Checked By PHASE 1 SOCCER COMPLEX 2�'"1k���J Section 4216/4217 of the government code requires a dig alert Identification number be Issued before a "permit to excavate" will be valid. pall (2) working days before you dig. 7.9-166 NoM SHEET N0. TI A1.01 I 11 ff T 2 X6M6]4*1ff#N1 NEWDA NEW A REVISIONS No. DATE DESCRIPTION 1 03/27/09 PLAN CHECK COMMENT REVI-SIONS Plumbing ............ .............. ............... ............ ................. ........... ................. ......... ........... ................................................ ............................ ...................................... . A-3 Occupancy ........................... ...... .......... 01.0907 Water Closets REFLECTED CEILING PLAN LEGEND Lavatories Drinking fountain ...................................... Service sinks ............. I ......... SHOWN ABOVE FINISHED FLOOR Number of Occupants Male CEILING HEIGHT FROM TOP OF CONCRETE Female Male Fen -ale 3—COAT 50 per fi;;id fields * .............. ......... I per. `125 abdBQL52 LT—A, FLUORESCENT STRIP `65 I per. r : I pe 100 1 per::200 1 per: 500 1 required 400 total occupants 0 6" RECESSED CAN 2' X 2' RECESSED FLUORESCENT W/ PARABOLIC- LOUVER ............................ ....... ....... Male i ... ........ .required ......................................... i .required .... ....... ............ ..2b8 1'.3 fixtures::required .............. .......... ........ . .................... I &iu res- requ aired 1.34 fixtures ..... .............................. ixture*, required ............ .......... I required ..................... ............... ............. 268 Female ..................... . . . . ............... "., u res .............. required ................ .... 3 fixtures i ;required ............ ' . ........................... 3 fix tu res ­ .. ....... ...... req uIred 3 fixtu res req ------ ............... 2 water closets p.rov! d S. ater closets 'provided 4 lavatories 'provided 4., -provided ,!ro lavatories 2 fixtures provided I provided cm V 3 urina f7 A Section 4216/4217 of the Family Family ...................................................... ...... ........ ............. .......... ....................... ............. ... .... lavatory .................... ...... ... .................. ..................... ........ ..... e� set .,,provided .water provided ...... . .......... .................... ..................... ........................................... ...... ..... ... . .............. ... ......... .... ........... ...... ............ . ............... ................ ........... ........... ..... ....................... . ................ -A ... ................... .. ... . ........ .......... . ...... ................... ....... ... .......... ............. ... ........ .. .... ......... Total Total ... . ...... .. ......... ........... fixtures p rov­� lava orles . ........ .... .. p rovided 0 . .0 0, in PLASTER SOFFIT SOFFIT — rA A I RO•OF MTCH ROOF PLAN MEMO 1T1Fk#'9 0 qCALE: 1/8"= l'—O" REF: SWI HANGE. ,w" u ! �, 00m, 1 =0 .0—b- 900] low JAN. A,CL0SET/q.1)'j'ai ,j OW STORAGE 1AF4 A E • ACCESS PANEL--, AI RCP`12 REt's"TROOM 00L CONCESSION BUILDINGS SCALE: O" REF: File Name: OfAl BAKERSFIELD' SPORTS VILLAGE REFLECTED CEILII. Job No.: 2007-100 Designer. --------- ROOF PLA eN r6By. Dat: 03-27-09 hecked PHASE 1 SOCCER COMPLEX REVISIONS No. DATE DESCRIPTION 1 03/27/09 PLAN CHECK COMMENT REVI-SIONS 2 3 4T 01.0907 PLAN CHECK REVISIONS REFLECTED CEILING PLAN LEGEND �SEE SPECIFICATIONS FOR FIXTURE TYPES LL CEILING HEIGHTS SHOWN ABOVE FINISHED FLOOR ALL CEILING HEIGHTS ARE 8'-6n U.N.O. CEILING HEIGHT FROM TOP OF CONCRETE QUILIQ IYEEI EXPOSED CONSTRUCTION 3—COAT PLASTER CEILING -UQHI FIXTURE abdBQL52 LT—A, FLUORESCENT STRIP LT—B, SURFACE MOUNTED FLUORESCENT LT—C, WALL MOUNTED FLUORESCENT LT—D, WALL MOUNTED FLUORESCENT 0 6" RECESSED CAN 2' X 2' RECESSED FLUORESCENT W/ PARABOLIC- LOUVER 2' X 4* RECESSED FLUORESCENT 0 SURFACE MOUNTED EXTERIOR FLUORESCENCE LIGHT SUPPLY AIR GRILLE RETURN AIR/EXHAUST GRILLE low IED IRE cm V f7 A 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. 7.9-166 4G PLAN & NwM SHEET NO. A1.02 is I SCALE: 1/4"= REF: G TA -6 a 0 I W. D IT ........................ ......... ............... 411111-1111111".." ---------- 11 ----­-­------- ------------------------------------------------------------ ---------------------------------------------------- ......... ........................................ ............ I ..................... ........... ­ ............ ------------------------------------------------ ­ ......................................................... ......... .................. ..................................................................... ........... .......... C) ................. ...................... ------ ............. ........... ............ ............... ........... ............ ...................................... ............ .............. ........ .................... ........ ........... ........ f .................................. ..................... .............................. C) .......... ........... ........ . .1 -- ---------- .......... _ ........................... ;� ----- ...... ......... co .............................. ....................... ....... ........... ... ................. ...... ... ............................................ .... V_ ....... ........................................... ........................................... .................. ................ .......................... ...................... .................... C14 INTERIOR ELEVATION 5 7 Al, 3 SCALE: 1/4••=1. 0" REF. - 5 oil INTERIOR C10 Alin 3 ELEVATION 8 0 DSICALE: 1/4"=1 '-0" REF: 6 PRECISION CUT CMU STAINLESS STEEL 5 TOILET PARTITIONS, TOILET DOORS, TYP. PAINTED TO MATCH --CTA=-4 WALLS, TYP. TA -7 pop ............................... .............. .. __ --_-__--_----- ............ ..................................... ...... ........ / .......... .............. .......... I ..... ................ --_-_----------_--_ ............................................................................................................................. .................. ................ ....... .. ....... ..... .................. . ....... .............. ------ .................---........---------- ........................................................ ­� ----------------------------------------------------- / .......................................... . ............... -—- ----------pr .1 4 I I T --------- ............... ................... .. . ..... . ............... .. ...... .. . ................. . .... .. .......... .. ..... . -­­,.... .. ..... .............. ........... ...... .......... . ........ .. ... .. ..... ... --------- -------- ..... ........... .......... .. ..... .. ................ .... .. ..... ... ........ .. .... .. ..... ... .............. ......... .... .. ..... ... ... ..... .. ............... . ......... ------ .... I ...... 3q., .. ..... . ...... . ....... j . ..... ........i.. ..... .. ......... ......... ......... ---- ---- - -- .... .... ... ...... ... ..... .... ... . .. ........ ---- -------- -- .............. .............. --- ---- -- ---- -- ---- -- ........ .... ...... .... .... ......... .......... ..... ... ... ........ ..... ......... ------- . 4i --------------- INTERIOR ELEVATION 6 P 5 6 COUNTER TA -2 r—(_TA_-5 a ............................. ....... ..... __ .. ..... ....... ....... ......... ......... . ........... I ......... .................... ............... .......................... ..................... _ ....... ...... . ....... . ..... .......... ......... ......... ...... .. ............. ...... . ............................................................. Cb ................ --------------••-•••--........._..---------------.. ------ ............ --------------- L-------- ................. - .................................... .......... . .... ................ ---- ....... ... ... -----_-_-- ...................... .. ........................................................... A r1-1 1 ............ -"'-"-..._.4? .........................4? ....... ...... ...... ............. ............... ... .................................... ............... . ................ ............. T ................... ...... . ..... ... ................ ........... .............. ­ ................................................................... .......... T-- -----------...... ... .. .. ...... . ....................... C"I ......... .......................... 7- ....... ........ -------------- ....... * ------------------- .............. D CTA -3 TA -6) TA -9 ------------------------------------------------------ _ _ ---_------------ ................................ ...... .. ................. .................. ...... ..... .... ................ ----------------- ­* ----- ------•-•--•--•-. ..................................................... __­ ............ 6 ........... ......................... ........ ..... .... ................. ........................................ ............ ­ .......... LO----------------------------------- . .... �T.__ ...................................... .................. ....... ................ ............................ ........ ..... C4 INTERIOR ELEVATION 4 Co Mal A A A Job No.: 2007-100 CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT Date. 03-27-0� INTERIOR 2a Alw03 0ELEVATION SCALE: 1/4"=1'-0" REF: 5 S-4! —4! _M.0_ BABY CHANGING COUNTER # ALL INTERIOR WALLS TO BE PAINTED. BENJAMIN MOORE, "SIMPLY WHITE" 2143-70, TYP. BAKERSFIELD SPORTS VILLAGE Checked By. PHASE 1 SOCCER COMPLEX Vol No. DATE DESCRIPTION 03/27/09 PLAN CHECK COMMENT REVISIONS lel2 3 4 01 09 07 PLAN CHECK REVISIONS iCALE: REF: ENLARGED RESTROOM PLAN tj INTERIOR ELEVATIO1JS 7.9-166 0! 0 0 a. Aft I ** ed 0 W (1) ORE C==:) 00 a. W J Section 4216/4217 of the government code requires a dig alert identification number be issued before a permit to excavate* will be valid. 0 Call (2) working days before you dig. W U. (1) cr W North S . HEET NO. A1.03 TOILET ACCESSORIES LIST TA -1 FRAMED MIRROR W/ SHELF 118'"00 U.N.O. (BOBRICK 292-1830) TA -2 SOAP DISPENSER (BOBRICK 2111) TA -3 36" GRAB BAR (BOBRICK 6806.99 X 36) TA -4 42" GRAB BAR (BOBRICK 6806.99 X 42) TA —5 SURFACE MOUNTED. PAPER TOWEL DISPENSER /RECEPTACLE (BOBRICK 3039) TOILET TISSUE DISPENSER (BOBRICK 2740) TA -7 TOILET SEAT COVER DISPENSER (BOBRICK 4221) TA -8 SURFACE MOUNTED PAPER TOWEL DISPENSER (BOBRICK 262) TA -9 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL (BOBRICK 254) iCALE: REF: ENLARGED RESTROOM PLAN tj INTERIOR ELEVATIO1JS 7.9-166 0! 0 0 a. Aft I ** ed 0 W (1) ORE C==:) 00 a. W J Section 4216/4217 of the government code requires a dig alert identification number be issued before a permit to excavate* will be valid. 0 Call (2) working days before you dig. W U. (1) cr W North S . HEET NO. A1.03 STEEL FRAME, PAINTED TO MATCH METAL PANEL, TYP. EQ . .......... T 4_,...t , i. Emil' - -------- --- ------------ ------------- OKI *1 4 1 VIA A L LLI_W�m j ALE.- 1/8"=1'--0" REF® CANOPY' WHITE FABRIC STRUCTURE PAINTED SILVER. .................. ..... . ......... ...... ----- ------ ------------------- ---------- iil[_S][�Z! ------------ ............. ...... ......... ............. ............... IIIIIIIIIIIIIM 4" CMU CAP PRECISION CUT CMU BANDING, TYP. . ... ........ .... SPLIT FACE CMU,, ................. TYPI........ ...... ........ -----­------------------- -------------------------------------------- ------­------------ ---------- ------- %-8" CONCRETE CURB C LT CONCESSION BUILDING l � A1004 r ELEVATION 2 If ALE: 1/8"-1'- 0`0 F: o LT_C__\ ----- ---------- ----------- ------------- a 1 -0•1 11-1, - - - - - --------------- A -M., III III M 1 ------------------- cam am: ------------ -------------- cam......... rd BMW WWW" M4011 rN SCALE: 1/8"=1'--0" REF: No. DATE DESCRIPTION 0.")/27/017) PLAN ("I IECK COMMENT REVISIONS 01 09 07 PLAN CHECK REVISIONS RAIL AT DRIIS FOUNTAIN. S11 Sol *V31 I C SPLIT FACE CMU. ORCO, BLOCK CO. "BROWN", TYP. no and lr� WM .......... .......... ... ........... has ------------ ----------------------- ---- --------------------- ------------------- Wo ----------- cam......... rd BMW WWW" pip: 1514 00.1"IFUUM-A V RAIL AT DRIIS FOUNTAIN. S11 Sol *V31 I C SPLIT FACE CMU. ORCO, BLOCK CO. "BROWN", TYP. ----------- ------------------------------ -------- --------------- -------- ------------ --- ------ -- Wiwi.. - - - no and lr� WM .......... .......... ... ........... . ----------------- ------------ ------------ ----------------------- ---- --------------------- ------------------- cam......... rd BMW WWW" pip: 1514 00.1"IFUUM-A V OF ------------ ----------- ------------------------------ -------- --------------- -------- ------------ --- ------ -- Wiwi.. - - - T1s A ------------------- pip: 1514 00.1"IFUUM-A V OF rm W aE�OREW I ®Q C:D � 7.9-166 V OF rm W aE�OREW I ®Q C:D � a. c� �o�o Q > Section 4216/4217 of the (n government code requires a dig alert Identification number be Issued before a permit to excavate" will be valid. 0 (L Call (2) working days before you dig. vW SHEET N 5 4 REGLET, TYP. '11LOCKING, TYP. 7' V 7 A -A 1/2* CHANNEL, TYP. PLASTER SOFFIT, SUSPENDED PLASTER A 7/87 PLASTER ON 5/8 (7/ CEILING, CEMENT BOARD ON 7/8" PLASTER ON 3-5/8- MTL STUDS 0 5/8* DENS GLAS 16* O.C. N NF Al, 00 SEE DOOR SCHEDULE EXPANDABLE FILLER M 1 4111 RE F: FA Y TIALL SECTION SCAL REF: File Name: -100 PUBLIC WORKS DEPA ENT No.,- 2007 Date: 03-27-09 4:1110W W111IRCT'llm- REGLET, TYP. CANT, TYP. SPLIT V P 7' 3 -PLY BUILT UP ROOF 5/8 it PLYWOOD — F . " I A00 FACE I CMU 1 100 "A y / i R. 30 BATT INSULATION PRECISION CUT CMU 2 TJI, SEE STRUCTURE A REVISIONS No. DATE DESCRIPTION Lfti;; 03/27/09 PLAN CHECK COMMENT REVISIONS 2 3 4 FACE 00 L-NALL SECTION SCALE: 1 =1*_O" REF: BAKERSFIELD. SPORTS VILLAGE PHASE 1 SOCCER COMPLEX 7.9-166 00 A N "Y R Lfti;; SPLIT C fte d 003A FACE 00 W ORE VL CMU 1 104 SUSPENDED PLASTER 1/2* CHANNEL, W CEILING, TYP J ryp J Section 4216/4217 of the 7/8* PLASTER ON government code requires a . dig aloft Identification number be Issued before a 30 permit to excavate* will be 0 5/8" DENS GLAS (L Call (2) working days before you dig. J W LL (j) W SHEET N0° < A2.01 7 PRECISION CUT CMU 2 00 1 7 SPLIT FACE CMU I N 7� j PRECISION A - CUT CMU 2 CM-------- SPLIT *00 FACE CMU 1 PRECISION CUT CMU 2 SPLIT FACE CMU I V_ ExPANDABLE FILLER WALL FOUNDATION, SEE STRUCTURE DRAWING L-NALL SECTION SCALE: 1 =1*_O" REF: BAKERSFIELD. SPORTS VILLAGE PHASE 1 SOCCER COMPLEX 7.9-166 00 A N "Y R Lfti;; C fte d 003A W ORE VL Q C=:) 0. W J ryp J Section 4216/4217 of the government code requires a dig aloft Identification number be Issued before a 30 permit to excavate* will be 0 valid. (L Call (2) working days before you dig. J W LL (j) W SHEET N0° < A2.01 I rA F2 _"T ",, 1x3/8", CENTERE a REF: ow) 1=1 *1 PEMCO #211 AV EXTRUDED ALUM. THRESHOLD SET IN MASTIC DEPRESS SLAB EDGE 1/2* AT DOOR W/EASED EDGES. SET EXTERIOR ASPHALT OR COCRETE FLUSH. SLOPE AWAY FROM BUILDING. LU I 11W0 IIII z I M1111: I � 1014 stilioiij 111,161 REF. - 2x4 TUBE FRAME 0xim, 17D W%A­n.. 4nC ®v %7r% UL.1j, UVI" 0fVF_%) SCALE: 2"=V-0" REF: LINE OF ROLL -UP DOOR Z/ Z/ - --ROLL—UP DOOR GU10E AS REQUIRED 1/2" BOLT WELDED TO BOLTS AS REQUIRED FRAME MITER AT 24" O.C. CONT 3 x 3 x 1/4 STL ANGLE BRACKET FOR DOOR GUIDE CONT C9 x 13.4 FRAME MITER AT 8' W. C.M.U., 4 WELD AND GRIND SMOOTH 4- 8"&x12 GA BENT PLATE STRAP W ANCHORS AT 24* O.C. HORIZONTAL— A M NRY OPENING CAULK ZICALE: REF: PUBLIC WORKS DEPARTMEM A 6 1 A4.09 If 11 11 11- 2* GAP FROM BOTTOM OF DOOR TO TOP OF SLAB. 404 \ \ EXTERIOR SLAB TO BE MAX. V BELOW INTERIOR BUILDING SLAB V_ / LINE. E 8 EQUAL SPACES DOOR TYPE B DETAIL ROLLING OVERHEAD DOOR COVER CMU WALL CONIC. MASONRY, COORDINATE NTH STRUCTURAL DWGS. 44' nese I 11r% r%^^r% AA&An A A MASONRY OPENING _VV STAINLESS STEEL COUNTER -TOP, WERE OCCURS File Name: Job No..- 2007-100 Date: 03-27-017t SCALE: N T REF: R I DOOR, SEE SCHEDULE HM FRAME 2" F71fflKM"_ CONIC. MASONRY BOND >" .T WITH STRUCTURAL !WGS. I le SHIM BACKER ROD AND SEALANT (ALL SIDES) HM FRAME DOOR, SEE SCHEDULE 16 GA GALV SIL. TEE ANCHOR (3 -ANCHORS PER JAMB) zh All I Ile SHIM SEALANT (ALL SIDES) ROLL -DOOR @CONCESSION D R A JAMB AND HEAD @ CMU WALL SCALE: 3 0=1 9-0" REF: E1• 'Ji ■Designer: Checked, By SCALE: 3"=l' -O" REFO- BAKERSFIELD SPORTS VILLAGE PHASE 1 SOCCER COMPLEX REVISIONS No. DATE DESCRIPTION 03/27/09 PLAN CHECK COMMENT REVISIONS 0 0 N 3 N co I 0 FITM.Aw" 7.9-166 HOOO R FRAME SET PRIOR TO INSTALLATION OF MASONRY BLOCK WALL DELIVERTO JOBSITE PRIME D A 1L COATED FOR FIELD PAINTING 4k eq 0 d 0DCUSTOM FABRICATED 3 -" HIGH X1 '-* WIE X 7' 0 W W ORE y. (L TUBE STEEL DOOR WITH S71LES AND BOTTOM IN DIMENSIONS W J J AS SHOWN. DELIVER TO JOB SITE PRIMED COATED FOR FIELD Section 4216/4217 of the government code requires a dig alert identification number be Issued before a "permit to excavate will be 0 PAINTING. CL Call (2) working days before (j) you dig. - APPLY ACCESSIBI F SIGNAGE ON DOOR FACE FOR EACH SEX. W U. MINES' CID ����'' OC W WIDE X 1* DEPTH HORIZONTAL AND VERTICAL MULLIONS SHEET NO. Lirl A4.01 WELDED AND GROUNDED FLUSH WITH DOOR STILES. EQUAL SPACING AS SHOWN. CENTERED ON FRAME. 11'Ar oil I in PROVIDE PADLOCK STAPLE ON FRAME AND CMU WALL TO LOCK GATE IN OPEN POSITIO1� N. PROVIDE BLANK PLATE BOTH SIDES 6 1 A4.09 If 11 11 11- 2* GAP FROM BOTTOM OF DOOR TO TOP OF SLAB. 404 \ \ EXTERIOR SLAB TO BE MAX. V BELOW INTERIOR BUILDING SLAB V_ / LINE. E 8 EQUAL SPACES DOOR TYPE B DETAIL ROLLING OVERHEAD DOOR COVER CMU WALL CONIC. MASONRY, COORDINATE NTH STRUCTURAL DWGS. 44' nese I 11r% r%^^r% AA&An A A MASONRY OPENING _VV STAINLESS STEEL COUNTER -TOP, WERE OCCURS File Name: Job No..- 2007-100 Date: 03-27-017t SCALE: N T REF: R I DOOR, SEE SCHEDULE HM FRAME 2" F71fflKM"_ CONIC. MASONRY BOND >" .T WITH STRUCTURAL !WGS. I le SHIM BACKER ROD AND SEALANT (ALL SIDES) HM FRAME DOOR, SEE SCHEDULE 16 GA GALV SIL. TEE ANCHOR (3 -ANCHORS PER JAMB) zh All I Ile SHIM SEALANT (ALL SIDES) ROLL -DOOR @CONCESSION D R A JAMB AND HEAD @ CMU WALL SCALE: 3 0=1 9-0" REF: E1• 'Ji ■Designer: Checked, By SCALE: 3"=l' -O" REFO- BAKERSFIELD SPORTS VILLAGE PHASE 1 SOCCER COMPLEX REVISIONS No. DATE DESCRIPTION 03/27/09 PLAN CHECK COMMENT REVISIONS 0 0 N 3 N co I 0 FITM.Aw" 7.9-166 D A 1L 4k eq 0 d W W ORE y. (L W J J Section 4216/4217 of the government code requires a dig alert identification number be Issued before a "permit to excavate will be 0 valid. CL Call (2) working days before (j) you dig. W U. CID OC W SHEET NO. Lirl A4.01 M3 p SINGLE LINE DiAGRAM. N T j GENERAL NOTES SITS TRAN5FORMER SITETRANSFORMER AND FEEDER.P IT. ED BY OTHERS. 3" C.O. VISIT . . T VERIFY f a PRIOR TO BID 5fU. B:ED INTO CLOSEST, j PULEBOX BY THIS ) f*RACrR. COOiINd s WORK Wrf H ELECTRICALSITE CONTRh&. 2 THE ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE E��1gL®0 LABEL BA "'SERVICE �� f [E (NI � "I"11" $�. RJM.B NATZONA L ELEC" AL CODE AND ALL APPLICABLE LOCA ORDINANCES. _ _ � ,,.RELAN .LL FOR GESTANDARD :APPLICABLECODES, 1)300 /3 3 LABEL "SERV ICE , FED FkP N "H" bE8ECTRCR9Mi". HE PLANS SHALL GOVE N. B LAL' R� E ,, F: C AI "Ll �LET M". CONDUIT LN H DIA AMMATICAT11Y. EXACT LOCATIONS 5E P SVA:LL 8:E DETERMINED EL IN THE .FIELD TO SUIT FIEL NDITIONS.. -..® dr li i (90/3 111G. W4#61#10 IND ?- . � � 4 ALL L��E.�:..,.�T�.1.:.AL.a ���N�'� .AI PLF�N� AND LIGHTING FIXTURES SHALL 3/�f1XIo' Go --~ --� BE'L{1 T � A N�: D 1W, r L AB AND BEAR THXF LABEL OF GLAD i 20/ 311G. 1N/4#4/0,4 c7ND APPROVAL. AIN. 6013 ---- COWRACTOR SI. -TALL FURNISH, INSTALL AND CONNECT ALL MAT ""SRI A L ND I"G. H/4#61#IJ 6ND E UI I. INTI FORTT S WORKS UNLF . OTHERWISE WrFED. 5TO GE'M_A_INTEN��GEFGONGE5510N � , 3 .f, � Y"q� (t. $ , g �p'� �'�'h REMOTE, j' � Y E `5yY T .�^y�'j FURNISH..�%h,.A�A. V.F ;A. ...+' "fr.b��l-�%�'+un' .1, eY '; .��. ....�....+ �F: 4z..�>'1 5 D %FORM 14111 200/3 -o } )60/3 11 1 480:120/208V 'ANE ��OMFI .� T'E Wrrf- HARDWARE AND BUSS:T;NG FOR FUTURE BREAKER REA.KER O T 5o KvA 7 ALL SPACES AS IND10,\TED ON PANEILS2 OR SWITCHBOARD SHALL BE 3/4 xl o Go �� �- PANEL � dd dd Id id WIT�L GLAD �. �� H� 5�� 1-1/211G. k4#21 #8 GND h , �,S �f ; < > < > 2 3 E--® 8 � 1��K ARCHIT TANS :F�� 1� SVViNG.,, S�L�� INSTALLING SWITCH OUTL�E )100/3 I `�-- 9 GROUNDING AN[) BONDING STIALLBE1, PER CODE PLUS ANY ADDrrIONA , 1 PROVISIONS SPECIFIED OSHOWNON DRAWINGS. PANEL ( 3/411Io GOPRER I 1 dr 1 GLAD 0 ALLeCONDUIT .RUNS S.H.A'Lf, CONTAIN A CODE S 1 � GROUND O NDUC70R. 14t 11 'T SE PLANS ARE NOT COMPLETE UNTIL AITROVED BY THE AUTIfORITY ; A I NG JURISDICTION. 2 ALL OND' T RS S A, aA.a BE I CONDUIT. PANEL 11L211 13 ALL SHALL ND CTORS S� . BE COPPERWITH `T"`YP . : r:N/T WN INSULATION. f { 1/2" 6ALVINIZED 5TEEL 1 4B.E.5. GONGRE CHECKER PLATE PRODUGT5 #,,1'730 H/20 LOAD I NCS CENTER FLUSHI�ULL�®/�' UNO ii r r r-�t—e . e t-tt e t r � � GO1fERlN6 BOTTOM 51 N6LE L I NE D I A6RAM EINI5HED GRAPE------1�--___ GROUND ROD 5EE e BONDING D1,46RAM-PANEL "HI" I� III III=III -III 11�13�=III= I I� I I I I I lit�l I i= 01 01 L. —METAL LATHE ar -�Neorror+ bRAVEL 5GALE: NONE L.U6, TYPI BOND TO BUILDING SIRUGTURAL STEED PANEL#2 6ND TO ip r •10 1 a mo GROUND ROD 5EE eD BOND I N6 D I A6RAM-PANEL 11H3" CITY OF BAKERSFIELD, LAL'FCRN'A v 10 1W A. . U GROUND AGGE55 BOX 5GALE: NONE LUCK, TYPIG E* - ! "h`! MAIN :• r 42 GU 1 GONNEGT TO ---j �—BOND TO METAL PIPING GROUND RDD SYSTEMS; GOLD WATER G SSE PIPING, 6A5 PIPING, ETG. e BOND I N6 D I A6RAM-TRAN5FORMER "Till � 5GAL: NONE File Name: P U B L_.. I� WORKS DEPARTMENT Job No.: 2007-100 Date: 10-15-08 Drawn: B A E S F I E L D SPORTS VILLAGE Designer: Checked By: PHASE 1 SOCCER COMPLEX "'w"VISIONS & r ON 7VI SINGLE LINE DIAGRAM, GENERAL NOTES, DETAILS 7.9-166 0 1 a_ ftoftn s/,01' of to SYMBOLS —gnome 10411UNIF 41 CONDUIT EXISTING do dwt a CONDUIT CONCEALED IN WALL OR CEILING ®-- CONDUIT CONCEALED UNDER FLOOR OR BELOW GRADE C CONDUIT STUBBED OUT AND CAPPED CONDUIT TURNED UP 111101 -------- CONDUIT TURNED DOWN HATCH MARKS INDICATE NO. OF #12 WRES IN CODE SIZED CONDUIT (3) MAX. IN 1/2- C., (5) MAX. IN 3/4" C., A-3 (8) MAX. IN 1"C., NO MARKS = 2#12 HOME RUN: LETTER INDICATES PANEL, NUMBER(S) INDICATES CIRCUIT(S). —�---- GROUND CONNECTION DISTRIBUTION SWITCHBOARD OR PANEL PANEL, BRANCH CIRCUIT TYPE, SURFACE AND FLUSH SIGNAL TERMINAL CABINET, SURFACE & FLUSH FLUORESCENT FIXTURE 2 OUTLET DATA: BAR INDICATES WALL MOUNT, LETTER INDICATES ® SWITCH CONTROL, NO. INDICATES CIRCUIT. BOLLARD FIXTURE SURFACE MOUNT STRIP WALL SCONCE LIGHT FIXTURE @Q PENDANT LIGHT FIXTURE ADJUSTABLE WALL WASH LIGHT FIXTURE DOWN LIGHT FIXTURE EXIT LIGHT WITH ARROWS AS SHOWN ON PLANS, WALL AND CEILING MOUNT. A LIGHT FIXTURE DESIGNATION, LETTER INDICATES TYPE, 100 NO. INDICATES WATTAGE. SEE FIXTURE SCHEDULE. FC MECHANICAL EQUIPMENT DESIGNATION. 1 SEE MECHANICAL DRAWINGS. SPECIAL RECEPTACLE -- SEE PLAN RECEPTACLE, DUPLEX, 15A, 125V, NEMA 5-15R +18" U.N.O. DUPLEX RECEPTACLE MTD. ABOVE BACKSPLASH DUPLEX RECEPTACLE W/LOWER HALF SWITCHED GFI GROUND FAULT CIRCUIT INTERRUPTING RECEPTACLE DOUBLE DUPLEX RECEPTACLE 5 RECEPTACLE, DUPLEX, 20A, 125V, NEMA 5-20R +18" U.N.O. JUNCTION BOX 4" SQUARE, 1-1/2" DEEP U.N.O. 2 MOTOR, NO. INDICATES HORSEPOWER DISCONNECT SWITCH, NON --FUSED so SMOKE DETECTOR TELEPHONE/COMPUTER/DATA OUTLET, TWO GANG BOX W/1 GANG COVERPLATE & GROMMETED OPENING +18" U.N.O. CABLE TV OUTLET +18" U.N.O. MOTION SENSOR EXISTING SWITCH ED s SINGLE POLE SWITCH ::�QUIET TOGGLE TYPE RATED AT 20A 120/277V A.C. +42" U.N.O. FACP FIRE ALARM CONTROL PANEL GFI GROUND FAULT CIRCUIT INTERRUPTING LST LABOR SAVING TANDEM MLO MAIN LUGS ONLY W/ WITH C.O. CONDUIT ONLY F. B.O. FURNISHED BY OTHERS, INSTALL & CONNECT U.N.O. UNLESS NOTED OTHERWISE N.E.C. NATIONAL ELECTRICAL CODE N. J. C. NOT IN CONTRACT (E) EXISTING (N) NEW (R) REMOVE (RL) RELOCATE S/M SURFACE MOUNT U /G UNDERGROUND CWP COLD WATER PIPE AFF ABOVE FINISHED FLOOR H ACR HEATING AND AIR CONDITIONING RATED CIRCUIT BREAKER NOTE: NOT ALL SYMBOLS SHOWN ARE USED ON THIS PROJECT. Drawn: B A E S F I E L D SPORTS VILLAGE Designer: Checked By: PHASE 1 SOCCER COMPLEX "'w"VISIONS & r ON 7VI SINGLE LINE DIAGRAM, GENERAL NOTES, DETAILS 7.9-166 0 1 a_ ftoftn s/,01' of to —gnome 10411UNIF 41 a do dwt a Q J OPWM 10 OWWOW IN be vou 5;0- w SHEET N Y a 2 3 No SERWCE.2771480V 34> 4W. MAIN BKR' 300A BUS. 400A LOC:.: SEE PIAN SQUARFE DNF'PANELBOARD SERVICE: 277/480V 34) 4W �gKN BKR.: 200A IBUS: 22�A_ LOC.* SEE. PLAN O. FLUSH .. ........... R L M MTG.: C T P L M p Tc REMARKS LOAD E T 1 C G 8 0 L R 1 I R E T 1 I R R I 0 L T E C G I 8 LOAD REMARKS <PA 013 4)C (VA 013 OC cl E P I c (PA (013 0C INTERIOR .544. SPACE I'l 20 1 2 60 ---3 SPACE 128 - --------- PANEL "Wf EXTERIOR 712 4 12 1 20 3 4 5 6 632 SPACE BOLLARDS 164 4 20 5 6 SPACE 2`46 9 SPARE -PAC E 1 20 7 8 200 3 12 SPACE PANEL 11.0 1 2.0 9 SPACE 10 1� 15 16 SPACE SPACE 1 20 17 18 -SPACE SPACE 19 .. ........ ........ 20 1 20, 13 SPACE 14 05870 21 22 \TRANSFORMER SPACE 1 20 15 .24 16 SPACE SPACE 6200 .... .... ........ 25 26 1 20 17 18 27 28 5100 SAC . ...... ... 0 0, 3 SPACE SPARE .......... 32 SPACE 21 22 33 34 SPACE OES6 .... ... .. ..... .............................. ............ ........ ... . ..... 23 24 SPACE SPACE .................... . ....... . 1 37 38 SPACE 25 1-26 1. 39 40 SPACE SPACE SPACE 27 42 28 SPACE 0 I fi 0 0 0 29 30 0 =,-" 0 AMPS= 31 'MINIMUM BKR 32 SYM I PANEL 11HY S ERVICE: 277/480V 30 4W 33 34. 1125A. ------- LOC.: SEE PLAN ,SQUARE DNFIPANELBOARD MTG.: FLUSH 36 R L M P T c C T P R L M REMARKS LOAD E T 1 C G S 0 L R I 37 I R 0 E T R I L C G 38 REMARKS OA 0 C C E p c f c OA 08 (t)C INTERIOR 128- 39 20 40 2 SPACE EXTERIOR 632, 12 1 120 3 4 41 42 1 20 1 6 + 544 71 164,1 .............. 1 20, 7 8 5998 6832 5,246 TOTAL WATTS- 719596 - - ---- ---- (PA* 6542 20 9 - 10 ---_-------- (P-13-5 7544 '5510 A MPS= 2157 20 11 12 MINI. MUM BKR �A.I.C.. RATIN )00 AMPS SYM CITY OF BAKERSFIELD, CALIFORNIA REVISIONS I ROM DESCRIPTION v ,&I File Name: P U B L I WORKS DEPARTMENT Job No.: 2007-100 Date: 10-15-08 tffj� Designer: ZMAKERSFIELD SPORTS VILLAGE PHASE 1 SOCCER COMPLEX 7.9-166 M 0 Ld I I V) ry SHEET NO. < PANEL lfH2#1 SERVICE: 277/480V 34) 4W �gKN BKR.: 200A IBUS: 22�A_ LOC.* SEE. PLAN SQUARE DNF* PANELBOARD MTG.: FLUSH R L M p Tc C T P R L 1 M REMARKS LOAD E T 1 0 R I I R 0 E T I LOAD REMARKS (VA 013 OC cl E P I c c P E c (I)A (PB V-0 SPACE 2 SPACE SPACE 3 4 —e—o"A.Mv. q_$4mmwo.' SPACE SPACE 5 6 SPACE SPACE 7 8 SPACE SPACE 9 10 -PAC E SPACE 12 SPACE SPACE 13 14 SPACE SPACE 15 16 SPACE SPACE 17 18 -SPACE SPACE 19 .. ........ ........ 20 SPACE SPACE 21 22 SPACE SPACE 23 .24 SPACE SPACE 25 26 SPACE SPACE 27 28 SPACE SPACE 29 30 SPACE SPACE ........... .. 3.1 32 SPACE SPACE 33 34 SPACE OES6 .... ... .. ..... SPACE SPACE ...... . ....... 37 38 SPACE SPACE 39 40 SPACE SPACE 41 42 SPACE 0 I fi 0 0 0 TOTAL WATrS= OA 0 0 =,-" 0 AMPS= 'MINIMUM BKR A. 1. C. RAfflNG- 10,000 AMPS SYM I PANEL 11HY S ERVICE: 277/480V 30 4W tN BKR.- 60ABU& 1125A. ------- LOC.: SEE PLAN ,SQUARE DNFIPANELBOARD MTG.: FLUSH R L M P T c C T P R L M REMARKS LOAD E T 1 C G S 0 L R I I R I R 0 E T R I L C G I LOAD 8 REMARKS OA 0 C C E p c C P E -4 c OA 08 (t)C INTERIOR 128- 1 20 1 w 2 SPACE EXTERIOR 632, 12 1 120 3 4 BOLLAIRDS Z 246 6 1 20 5 6 --SPARE .............. 1 20, 7 8 1 20 9 - 10 ---_-------- 1 20 11 12 1 20 13 14 .. ............ ... 1 20 15 16 117 20 18 .................. 128, 632t . 2-46 Oyj. 0 0 TOTAL WATTS= 1006 OA=i 128 (OB -i 632 0C="I 246 AMPS= 1.21 ........... MINIMUM BKM I A L C . RATNO 0 000 1AMPS . .......... SYM VIA LIGHTING CONTROL PANEL LOPS z CITY OF BAKERSFIELD, CALIFORNIA REVISIONS I ROM DESCRIPTION v ,&I File Name: P U B L I WORKS DEPARTMENT Job No.: 2007-100 Date: 10-15-08 tffj� Designer: ZMAKERSFIELD SPORTS VILLAGE PHASE 1 SOCCER COMPLEX 7.9-166 M 0 Ld I I V) ry SHEET NO. < I - ­_ '' 'DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE p I I 0 1 t sq.FL 13 � ..... 1- ...... � .................... 1.11.11, ......... -1 ..... ­­ ... ..... - ........... .. -.1.1.1-1- .... - ....... I...... .............. � ....... � ...... I ... I ...... I ....... ....'.....- .... - ..... ..... ...-I... ... � ... -, ... I .. .................. I .... - ..... - ... ......1-1- ..... I ........ 11 ... I-- ..... -.1 ........ 1-11....- ................... 11.1 ... - ....... :�--::,. - - ...., .- � . . ... . .. .. .. .. . ... .... . .. ...... .... .. ­­ - .. - . ... ... � .... .. . ... - - � , : ­­.. � BUILDING TYPE : NONRESIDENTIAL I HIGH RISE RESIDENTIAL � HOTELIMOTEL GUEST ROOM , ; �' � X.1 I .... ..... � I .......... ; i I -� 1. ­.. I., : � : � ! CONDITIONED SPACE$ INDOOR & OUTWOR SIGNS ............ ,X'.,i UNCONDITIONED SPACES ... �: : .... - .... - ........ . I ... - ........... I ......... I-- ..... I .................... I ......... ........, .... -.1-1-1 ...... I ....... I ................. I ....... ­..... ...... I .... - ..................... � ........... � ...... I .... -1.1 ... � ............. � ....... I ........ I- "I. I.I.- .... � .................. ... . ....... I ...... .- -1-1.1. . ... .. . .... . .... . ... ­­ ...... .. 1.......l I 1XII: ­-, '­­ ........ I ........ I ... I .... 11 ........ I .......... I ...... 1- ...... � ................... - ..... -.11 ...... � ......... � ................. -.1- ....... I . "I'll, ��PHASE OF CONSTRUCTION I ; NEW CONSTRUCTION ' ADDITION q ALTERATION � I ­- � � I -- 11- %.. �. .. .. ............ - ­....­ 11.1.1 I. ...... 1. 1. - .... �.... 1. ........... ....................- ........-I......1. .I....''...- . � ... 1-111 ;,�., ­.��.­ I. ..­ �... I ...... - I..............,...... ... .......... ...... - ­...... - I... -.1 .. .. .. �.�."..:�,�.:�I.I...,......�......,.. ................''.........�....�..........,. ; -11 . ..., , - ; ' � : I AREA CATV.,'POIRY : ` TAILORED � Pi5_RF0FwANCe iMETHOD Of LiGWING COMPLETE SUILMNO I .1.11 ....... - ..... ....S � � �COMPIJANCF_ . ".., 1-11.1-1 ..111.11 : I : COMMON LIGHTING ; 7 - ......... . I I � � i � � � � � '.2F._!�O_MPUANCE, _ % �� T.Wis, Certificate of Compliance lists the building features and pedormance, specifications., needed to complym.th Title 24, � � -Parts I and 6 of the Callfornia Code of PAgulations. This a-effificats applies only to building lighting requirements, � �� The documer4a.tion; preparer hereby certifies That thee documentafionis accurate and complet& V, '' , '"' , , , , , , , , - '' , " , , , ''' * .1. ­­..... . I.. - - - I-- I......... I".. 1. 1. - ........ I....... .... I. ....- �..... I....... I....... I 1. ­.-I.I....... .1 .. . . .. 1. 1. - .. .. .. .. .1 . - .. 11 .. 1. .. - I I .1 .. I .. .. .. .. . .� .. - .. .1 .. I .. .. .. I. I .. I. . .1 .1 . - .1 .. .. 11 .. .. 11 .. I 1. ; � DOCUMENTATION AUTHOR I SIGNATURE DATE � : I � : . � : . ""'�"-,---",-",,�-,-,-"---,---------,--�"--",",-,-�,-,--*----""�""'-,-----', ­­­­­­_­_­­ . 1�i -i;�,�i� bi� 6;wi �;im�i ;i��;w design fopresented in this set of construction docoments 1, i . : i Js consistent witin the Other CoMpliano forms and worksheets, with the- specifications, and vAth any other oalculations skibm Ktorl with . , � � lhis permit applicatiom The proposed building _"�s been designed to meet the ligMing requifemerits contained in Sections I 10, I I 9, - , , � J: 130, 132, 146, 148 & 149 of Title 24, Pad 6, .1 .: � 'ficavor 1; 1X Tt,o piom, 8, spev m meot the raqvi-mr"'Ms. of Port 6 f VSOY�V,",s to -101:31a), � , .... I ;: �;�y :: : ..,^ Tfia instailaijor, vWflificataa mpeil the a-lufm3ents of Pad.5_ f,10-103aVI)., � . .- :. I ! I is of art 6 (40-1-034). : . X, .ft* *Wralio),i & maintartance information rneet the fequiremen P I i I : '; Please Check one" ( ,These seQfiona of tbo, 8osiness and Professions Code are printed. in full in the Nonresidential Manual) : ., : � � � 1: � � ,)� I heteby e, f,m t,�at I ani elvift undee the pro'Ai0afm of 014ftforl 3 of the susine�,* and PrWasmions 00de to Sign this dowmelt as Me Person � . i, x-oonsibft for Its proparaton, gno that I .9m Ummod. in ft staw Of Carifixo1a as a r),O ong"now V, oleedr,Menginm,t, or I am a 4mwo. afenitect. � � � .. - 1-1- � - � t I affirm. that I a.m. erlowle, v"We"'the PfCO'slons of DmVorp. 3 ol the FW84)ess and Fm*s/sioris COO. by Section 5637,2 or 5�V.3 to sion WS docu rnent � � I ...... I.- . . its prepvir�liom or-xf,�hat t am a "fia-on"d contyavtw Pell � . as the imnson rorvor,ibh� for � . ing I " vmk I � � . . I � f "' I afflirm that I arn, eligfbta un4e.r the ex.-rnplion to Vivisfor- 3 of the Ovzin ; n , P 64 ns I '.1 . sigi is document bel=�se it pwtafns- to a : ;� I;....., k � stfu&o(e.orlypeof�,voskdesatibed.aswxemplpt:mianttos�i.sinet,,.�-,ard F S ans C Se 5W8 , � , Band 6737. 1, . . - . ...;­­ ....... � ............. ­­­ ..... ........... � .... ...... ­......, ........ -, ... I ... ...... ............ � ................ � ......... � ...... I-- ....... . - ...... . . . . .......... .. .. ....... I ... I .... I.... ........ � ............ .� 1�0�0 *U44;ffi4d 6ii§idii9k:, iiA� .. . .. .... .. .. ""' "" - - * ... - - , , , "' - , , - , " " "' "' . SIGNATU I �60 � L I ( �09 � �N , ­­ " � '­­ - -- J dohn Malonev i Im ;r , ` Indicate. locabon. on plans of Note ftt* for Mandatory Measures IM" LTG -.I -C. Parts I of 4 and 2 of 4, I J Certificate 0j com pljaqce� PkI. I Of 4 a.nd I of 4 are mqull`04 for all s0miftals , ' ­'.'LTC� , ' - ; 1-1-C, Pad a of 4: CertiftatO Of COMPljan0e, Pak..3 Of 4 SUP(hittal is required only it Control Credits are clain. *4 ' 1 X. LTGA _C, Part 4 of 4: . , Certificate of Compliance, Part ��bmiffal is required when lighting controls are installed , I � LTG I : .x , ,-2-C: Indw Lighting Schedule , ; � I, ILTG-3-C: Portable Lighting Worksheet . � ..... : -4�C: " ; LTG Lightin Controls Credit Work,~ 11 LTG -5-C,,. Indw Lighting. Power Allowance .. . ,,..,., ': LTG-6-C� Tailored Method Worksheet �.,.,.:. LTG_7_c�l Roomn Cavity Ratio'Worksbeet �'­­` LTG ....... -8-C, Common. LighUng Systems Method Worksheet � � 1,9-0: E] LTC Line VoRage Track. Lighting Woftheet . I...., I............ I. - �. I . 1. - - - " - ­­ I - - - " , , " � .E,rW9.yPr.Q4A kFEnvrq��Oft - - � " - ...... - .... - - - - - 11 - . 1. - - I... I " - - ... I - - ­.­.. I.. , ,. - , -, - .. .. .. .. .. ... _.. _....._. __ "......- ...........''..'..'.. .. ''.....'... ''. __ , � ".... -, . - uvv, Nivrnwr. 76, 78 jo� Nvmwf-,� ftrx,, I oflfi.4 �ERTIFICATE OF COMPLIANCE . (P a rt 2 o f 4) LTG4 -C 1: , - , , ­­­­ . . ............ . .... ................ %-- � ....... ---,-,-,- -­­--­­--­-­-------- -­­-.­-­­­­- -- --,-,-",-,-,"-",,--------,----"-,--- ---,--,-,-,-.,---,--,--"-,----"---,,--"-�-"� ......... f-6.- - __- ­­ ........ ... � .. . . .......... ............. � '. i�� I i � � Bakersfiel . S ort .V I age 1, 3125/2009 � I......... 1. ......... � ... � .... � ............ � ........... � ................ I ... ...1.11-1... .... I .... � ... 1.14 � ... 19 ......... ... S . ...... J. -I..... ... .... I ........ � ...................... ...... __ ............ ­­­ .... - ...... ­­­ ..... � ................ � ........ � ........................ � ... � .................................................................. ­­ .............. � ....... � ......... -.1 ... "..... ........ I.., ..... I ... -11 .......... I ..... I ....... . .. -11- ... I ... -1-1-1 ... I ..... - ........... � ....... ,I EN�_STLL�EQ PR LIGMTOGYPO'WER. FOR, =C ON lljIQtjE_Q.AL1D �U_NCPN_DLT12�N�ED_qe6g.r:&,,,,, I INSTALLED WATTS �,-�,.��--�-11���.�-1-1.1.1-11�.,--�,��,�"; : , ; , : � INSTALLED UGKTING, CONDITIONED $WE$ J -Prom LTG -2-C) t 0 � � �­_____­_____­­,q. � : , PORTABLE LiGHTING (From -LTG-3-)C) : I ; 0 : , �­­­..­­ --- ­­­­­ ..... . . � _1 i : � : . LIGHTING CONTROL CREDIT, CONDITIONED SPACES (From LTG -4-C) : 0 I : , .1 � _1-_-1__._____ .. ........ -1---1 I ; : � OONDITIONEO SPACE. ADJUSTED INSTALLED LIGHTING POWER : , : I.................. - ............ A.- .... 11 ..... - . ..... ... � ... � - ,,.,��.�,.',�-.,-',4��l,,;.,-���-�-�,-,�,.,.�-�,�ll.��, . 2 � % , INSTALLED LIG"NG, UNCONDITIONED SPACES (Frwn LTG -2-0) : '5 : V2 , �--l-11,111.%""-..'�...--..,.,�l-..-",.I f- : , : I : I � I LIGHTING OONTROL CREDIT, UNCONUMONED SPACES lFrow LTG4.C) : , , ....... ,��,-�,-,--",-,"9--,"",�.�1-11-1 ...... -, � � ; " ' : UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER : -872 I I � �­­11111_11­11111_1 ALLOWED INDOOR L10, HTING POWER FOR CONDITIONED SPACES ....... IL ' I ,j COMPLETE BUILDING METHOD (From LTG -5-0) ALLOWED , AREA CATEGORY METHOD (Prom LTG -64) WATTS E'1' �,.�,-�,�-�---�1.1�.��-�-����-���--I . ; I 1.1.11-1, ; � , : , ; TAILORED METHOD (From LTG,S-C) ALLOWED: LIGHTING POWER i :D ,-A ; I .1 .. . ..... I .... ­­ .. ........ � .................................... I 1ALTERNATE QQMO�_g . I , . --i KAFORMANCE ME 0.0 "^'^" , [", 1 COMMMON LIGHTING SYSTEM (From LTG�&,C) "l-, � .- - * I .1 .... I-. I ...... .- ML-O"WE5 1NQQPR LIGHTING''M MR FN ES I lww * I 1A , P_WER! C NDITIONM _SPAC Frorn LTG-&Cj I 08 I I UM.WATM.,�Y.-On�ol.Z.iilil�"�[1:1:1!,�i1�:li�,!*���:I"J:I ��TY-mo-...;M-*WrT.�U-o,,M,l�lli���l��'��Illj�:�::�:�:�::::: - -1-1-1-1-1.1-1-1-1- ..... __­­­,_­. ___ ...... ___. i ------------, ,­­ ­-----­,. �-- ,�-,�-�-,-�����-----�-�----�-,-��.- �-11--AIAIA-^'-^-'A-I^IAIAI--I^I--�-1-1 --1 r_--__-_-^ . � , � , � ; � avc&, if , CONTROL LOCATION .� , CONTROL �: CONTROLTYPE i '­� � � Ti -;F _­ , !� 16 � , : t Ij i , � : � I : � (Room *)______ , IDENTIFICATION '. (Auto Time 8vAtch, Dimming, -etc.) 1 SPACE CONTROLLED � I I - � D &A i,-;,Tj --v 1 i [ FIELD � 11-1-1-1-11 ­­­­", __J -1-1-1- --- 1--__'..",_ . ..... . ...... __� i.."�l.-.-""-,�.,�--�.,.-""��-,------",-,-,-----.-,-"-,.,,.�.,� -�",,--",--"-,,-"-,-l----�-11-11 11-1, ___� -,--.------,--- ` 11 f I i � . I I I ; - , �- --_____- - : I : " ! I �f �� I : i . �,_­__1111 --- ,--,,-,---"-,-"--"--,"",-.I 1____1_1 ------ -1--�.,.""",.""""",-1-1--', � ________, 1, , �­_,__­ __­ ,----,--,--,----,---,11----",,-,-,-,-,--, �1_111111111 --- 1-1111-1-111-1-1-111,Ill'-"-,-"-,",-I ----- - ? , i I ! C . ....... ----,----), ,� � 1 5 , ,* I i � ? -� � �, _______1 I I *' ; ,________ I I I I � � --11111-1-1-11111-4 ,,-,,,----,-,--"--,-----,---,,--,-,'I il-11-1---�1-1-1-------,-",----,;,-,--", " , � *' '11-111-1 ; � ... 11 . i i , I 11 � i � - I :, - . ; � : ! ____'_11 I'- : i i. I i f f , I I --"",-�ll,"-"�.11�.,�.�.,�.,I - 11 --- I __ --I ... I --- - I --- --- ___1 ------ - __ I -, _- ___ ----,--,--, .... 1__- ... I- I --- I .... 1-11 .... ,------,"---------------,---",---I - - - 1111- 1,11-111-1- - �. 1-1-11 1-1, - ___ _.____.__.___,_.�', __,__,___._-11..1j , � I .1 , [ , � I I ,I I � i i � ; .. ________.._______� __ ; ,� � -11-1-- ­­__­__­_ t ���-��,�--"�,�,�,--�-�-��---��, �, , ­-­ --I � - _________ � ; ; '-11_11-11__-----! � � ; ; : ! , -______-__f : i � � ; � � , I � I � ; � � , ; --­­-­� .­ --- - - - ------ - ­­­_� .��,�_�,�_��----�------��-��-,-----,-----j I ------- - ---- _______________-__-!_______: 1______1____ : , r � ? � -, � � 1, ; i I : I I I � I ________� . I i � ; , � ; I , � ..."I.- --.1-1. ­­­­ . . .. � I - - I . . ..... .. - ­.­ - ....... I ..... .. � .... ... . � ... � i . . . , , * , , * , " , , ­* * - , 1, , , - , , . . . . - , * , * I I 11 * * I 11 I I - - - I - - - - I . . . . . . . . . . .. 1-1.11 1 , - . , : .................. � .......... , � i § 1, , - * " , , , , " : ,� I I � I � ; � � � 1 11 � I ... � ............... � ...... ........ - ... I ...... I-, ..... � ..... � ........... I ..................................... _.,_ ............. � ... � ...... I i. .... - __ , ..... 1.11 .... I .... � ...... .. .... -11 .... - ... � ....... I-- ... - ..... I ............. I - .... � .... I ..... � ............ � ............. � ........ I ....... - ............ � ... � .......... � -, - - . ... .. .. ............ . ..... 4 : ! ; , : f - .. .. I ..... I ... I .................... 1 : i I ; � I ; , � - . - .. - - - .............. - ...... -1 ..... I ......... I ... I ... .......".. , , , - i I 1 I � I ; I i , , ; I , ? I I I � I I ­­­ ­­ ­­ , �. ­­­­ I -1-1-T-1-1-1- - - - -1 - �--���--,�-�,�-"�����.-�-.��.�-�...��---"-�--�---.--�I s ,-------------------------------------,---�--I ... I I I i - ----- - - ------------ - - , ­� � - ----- - ---------------- - - - - - ---------- I I I- � I � ; F - - - ... I. - ...., .... � .. .... I � I ! I � . o I ; . ___------- 1 I i 11 - .1 I I I I I � , , , j i � I : , , �_ , -14�,,�..141;�.�4,.,������,�:,�.',����,11.�:.;�,�l;x�.,",,�;,�, 1--1,.-_-,'-_- --,of i4,,.�,4,.",,�,��.�,;�,.��,��11--14".:"��,�,11,�,,�,.:",�-�. ;_ � �­ I � I 11 - .... '­­ �Ji �, " ­­­­""­�­"­ - �­ - ! _��­:­­­­,% 1 , ., 1. ; , � I j i � I � � , I !��---��.�---�����,,��--�,����.�.1-1�.�� L., __­_�.;, - :14,11:14 ,�,�-111-�,��:141-41���,�-���;1:1�l;-,;-�,.�, : � ; � ,­%�4­; .... �4­,­,� ; i i , � .1 - __ __ ­_­­.__,________ - - J ... I'�-.�,��,-,--.�.�-�-��-��-.-..--,��-- L--'-----'�1--'---�--�-1-����---��-�-�������-���-'A-�.�-'�1-1 , : '­­­-1--­� 0 < Ily (3 1 14) (N I (1) (3 k'l �) � ) *_� W a_ x CITY OF BAKERSFIELD, CALIFORNIA ­­­­..­­ Li.OR LIGHTING SCHEDULE ; �­_, : : : : ; X.'� : . I Installed 1191iting powor has b"n determloW In accoriftme vAth Secdop 130(o)l i , � I j I "..-"--.,.,�-".".".,-"-",�-1-�",-."-"..-� ... ... ,�"--�--..'�,-�,-,-,-�11-1-11-11 .... ... �-"".-.,�.".--"-,-,-,�.",��"--""� ......... ­_____� 1�____1_.1_11-_____111_ � _­`­ ............. .... ---A ,_---_----_-_,---1 , I � 1"' I . .... ­Rart,2 of,2) - I ­­­-, - LTG-2��j �i� Wii­­­­­­­ - , "" ­­ , , , " ­­ , , "" "" , """"' "' `­ , " """"" "' ` - ""' , , -, - - , , " "" '­­­ "' " " , �­ "" - - � , , " "" , , " * , " " ""' "' , , , � ""' , " , '* '. " ., '. t : , " , - .. .... ­* ­­_­_­­, ""''-"�'�:"D,*A"T-,S,--",� ­­ ­­­­ ­­ ­_­­­'­­­­ ... *; � � '......'....,........ ....,.............,Ba,,ke,r,sfi,e.1d.S,po.rts V0,149.e. � _.. ,... , ,. I- - , ". I I..... _ , . , . . . _ . . . .., _ " .., � . ; : ._ � ''.........._....__.... -.:-.1 ..... ; : ; 3/25/2009 ; ­­ I. �. ­.....,......,........ ­...'..... I-- 1. 11 -z � ___._....­ � -�.���-��-..�����.�.,��-��.�..����,�,�..����,��� - � ­­­­_­­.­ ... 1, §11!];1 - 2-FOWERTUR I........... - ".. I ...I.-.1.... I I......... I--, I-. ­­......... ..... I. I.... - 1. -.1 I........ 1.1- I......... .. - .. 1. .. �. .. 1. .. .. 11 .. .. �. I. I. .. .. ., - - - ., ,. .. 11 1. - .. �l-.",-----�1.1-1-1---------,-,�-,-----.,----------"-ll-�--.".,---'I : � I I-- I : z . I I ; � X . � : - ..... . � . ' All Luminaires vAth. tamps rated grader than 175 Waft In hard=apo area, including parking la , building aMrances, 08"o*Sj and all . ts ouWW s.offt sm,u m"t 0* Cutoff Requirements *f Section 132(bl ����� ; ; I ; ; : s" : : r ; : I : I I � : � ; z ........ . Luminaire � ...................... I ... ................. 1- .............. - ..... � ......... . I ................ I ... - .......... .- .... � ............... ..... ...... I ................... -, ..... � ......... � ....................... � ............... 11 .. .. ., LaMP#p4!laStq I.....".- ....... I .... ......................... I ........ - ....... .....'.........., . - I . ..... � . w . . ­.... ­................... 1. - I ­.... ­.. ­............. .... ­­.. .... 11 .-.1.1.1 .. .. .. ....... i : : : t installed Watts : : S : � . ; : !.. .....- ... 1. � - I - .. - - - 1. I 11 ". - .. .. .. .. .. .. .. C'. 1.1. . ;: � .... .­.... ... % D ` - - ... 1- ..... i ............. � E I ''."�'...'"'.......,...''�..,............�,.�...,.....�.�...�,.....,."".: 0� .... .. ..... j . ....... * .......... G, '­ . .. ....... ... .. .... ... A-, ­­­­:: .... ......... i I � - .. *1 ........... ... * ...... .. . ... .......... i ........ ... ... * ..... ... � ; ; � . - - .....-I....? 11 11 - �* 1".. : i . ; : : � ; i ; � ; - i ; : ; I : i W r I 11 � .-r- - " � . ,V. I g " �, "I . E �a , 4 I 3 to � I G , � - 2 I � . �_. � , 0 z o a z . -2 F g � � 0 � . , � 0 i , 1c: _* I cj� ; , j -6 _. , 51 . . 5 !Z �, :0 I R * v � . . Ic- ; � ; n 9 . : � - I B : %_ 21 i �,� a . : 5 . i . 9: . , x I � ; i . � : : � , , . �. , I 10 f , . R 81 10 - ! i i 0 - � . k "d 9 ;: !� "' : I I �� I � �4 . a ev a : : 9 ; = : a- I ; 9 � . Name , ; n . - - - ­.­­ ­­ - .. .. - _. 1. - .. . - ,.. - ...1.10'..'......." � - """""'' * " ��"�0101..,.­..­­­ ..­­_ %d........... , '­, , .......'..'. " : iA a P ; ; � 11: (1) 4 ft Fli,ofescenf T8 I � ­... , , - - I � - -.11- �, I � i _i___ I I 11- ­_ . , � 1�, � � . , "' � " 11 � " - ; �v __ � - - . .:�: � , , .1p I �.­­%.­A�,61, J. "';�,_'......'"," "" % : , � 0: � i : ­,.­­­�­ - ". . ;.. .11.111-1-1. ­­­­: � . : 1 . : 0 -1- _1111­11­�.�.. , -1.1.1.1-11.111'..",,."�.",�.I."�'.."."",,�-111.1.11.1-.,.�.I ...... 1.1--.111-11-11. ... %111-111.1111-1111.1 B�l Tl�l -1-11-1-1-1- . . , , -�-1111111-1"".,-,",.",.,-"�ll,"I-l�-111---""-�-ll-, , 2-L",""'J"', . 0,211--.12- Lx_* . � �.1--l-I'll-l�,�11.11-1-11�11.1111, q z : ; 1_________-2_5A,1 ; '.1 . , � � ; SSURF �,I) 4 P Rv,)rPP/*nt T-9 : � - _.,._­_.­­�,_1­. --1.1 ... .....",....-I-1 .... %�­ .... 1-.1w,- .... -.1--.1.1.11- ... _1 ... 111. -.1.1-F ... , ,­. %� -1. -3n.81.1-1- ... m ... .... 1-." . i : i . ; : : 1. � * I I - * - S_.._ � �. _.. , __ . - , ''. ''. __.. - , . � "... .. . � � -1 - - ­­ : ; : ; I . � . : ; , p :­ ............. � ........ � . .............. � ........... � ..... � ....... � ............ � ............. � ....................... � ...................................... � ... � ............................. � ..... � ..... � ..... � .... I ......... : i . w ; � � � : ....... - ..... I .... .... z I . ; � ; : "' , , ­­ ''"" '' , * I I , , , I I I ­­ , , '"" , , -, - - ­­-, , "'''' ; � . ; . .............. ....1 I * - I 11 - - ..... ..., .... .-_.____ .... .. .. .. . ..... .. - I . ..... : ; : ; i � � ; w . :..�..,.......!.�....,,,..,,......,�., , 1-1-1................- I-. I......., � .11-1....... 1. ...".1-1.1... ; � : ; � � I i : I ;­ ............. . . _-1 -,--�"-..",,-,,.".--�,�-,,-,,-,.-,-"...� ...... ........ -.-�,-�.-,�"."-----..,..,.""-�,,,-,..--.-----,---,� ....... : ; . ; . I : : i : � .................. - .... �- - ... - - .. .. . .... - .. - - - - - ­­ - - . . - . - - .. .... . .. .... ..... ..... ..... � ..... - ... .., - ... - .... - .. .. ... - -, ..... - : : . ; ; � � � :­...''.... � �;...... .. I 11 I. - .. 1. 1. . I 1. I.. "...'..., I - I .....1. . - .. ".. .. 1. I I I.. . I. ... � ; � : � � ; ; . : � ; . : . � I..... � * ** I . I I I.. 1. I 1. - 11.1. . 1. I.. � . ... �. . - I. �. 1. I �......... ; � : � � � ; : ... I...."..""... . ... ... -_....-.1.-.... : .1.1 - ... -1-1-11. .... ........- -....'...".1 ­­.. ......."... 11.1.1.1.1 ... I - � I .... -..........-I : : . f � ; � ; � : � ........... .. .... ...... � ................. ..... ..... ....... � . . .. . ...... ....... ... ..... ........ � ..... .. _­ ................. _,_ .... - ........... . -:11.1-- .. ....... � .... ....... ... ... "..". 1-1-1 : � . .. . , I 4 � . I ,. � �:__ ....... , % ........ %­ ... 1--, 1 .... ... 1 . . . .......... , , � � "....�.''�'.......''.�,�,.�'..,..�.���..,..""..."; , . I .1 . I I ­­­ ...... I ..... I. ,,,,, .............. I ...... 1-1 ...... ............ � I �s .% * . ... . . ...... �.....­­­­ ... I --.1--r-1- I .1 ! : ....... . ­­­­..... -.1 ........ .... ..... , , � I .. ....-.1; - - � . � � � . ­­ ..... ... �­ ....... ­_­­.­___,_,_­ , I .1 . � ......... ...................... � .... � ............. .. ... .. -, .. -, ; ! .. :� , . I I I - I .." - * : � � - , � I ..., 1*�, ... I . .� I '� ... ­­..-�­ .1.1�.I.I..'�.".,.."...",.,.�..."..'� , I. .- . �. .... I-- - I--, ... - ..... - ........... .. I-- I I I - ! - , %_ ... � ... ... 32 . ..... -11 ....... , ; � ! � - I i � . : � .......... � ...... � ...... ­? ................ � i ... � ........ ..... . .. _i ...'. � i I ... 1-11.....-I. -11 11 i � ; 11 - � .....__.,......__, - i ; ; � � ; ................. .. . . �­­­_­_ � -.1'... ............... - � 5 � . I : � : i I.... I..; I - � ; I � � ­......­ � I ; . ........ ... ....... i ; � . .... ..... -1 .... ­­t i� I . I . ; w , . , , ; - : � . , , : . 4 ___111 .... O.J-11 .... ;-3z, ", - I --1 ....... I ... $1. . , 0. Lx ... .. ........... .. 1.1-11 ... 11, ...... 3,11- m..1 ----l'. _: �, : � . . : . q : � p ; . : . : . I � � I p � I . , - ; � -� -.. - - . : ­­.:..­. ­­­ �.. -, .. I . I - � ... ... ".... 1. I.... - - : . . I � : I 1. . I . . : : . . . � z � .............. .... � ............ � ..................... .6-1 ......... ..... - ­-­ .. .... .... � .... ..... ..... ­­...- ....... ............ - .. ...... � ....... % . � � ; : : � : : ; : I I I : I : : : : I . , : � .. .. . .". .. � __ - .- � .... � ... ........... . ......... . �� ... - .. - . .. .. .... ..... 1-1--.1- ... � ... ..... ........... ---- , . I � . I : : ; ; : . � � : : . : . ; � � : 11, . .... .. : ... � ... � . ..... _.''. - .. ..... � .... ... ­........- ... �­­­­­­. .... ­­.... ... ...; -111 1*1 11 I I : : ; I I ; ; I : I � I . : : .. � � ., : : ; � , . � I 1, . ; ; ; ''...., ...........:...1.1.1 ­.­­ I... I.- .... L'...... ........ . � � : . ,; z : I' . . . . � ; ..... --,-�",.,-.,-,-.�"-,�"-"��-1111- ­­-­ -.1111--.1".1-1- .1111-1-111-11-1---, � . . . z ; . � � a . �. ; . . " w . : � , . � : . .. .. .. ... .... . .... . ... ­­ .......... I ....... I ......... ....... 7 ..... I ...... 1--l- ... -.1.... .... �.. ...... ­...­ .. ...... � ........ . __ . ................. � .................... �� I .; � � : . . : : I : : I � � I . : � ; - I I .. � I-- I ... I-. � I I-- I 1. �. - � � ... .. I I... I.. ... I I., 11 � I.... I.. I �. 1. . . . r : � *� : I . : : . : i � I . : , I ; ; . ; . � - - _. � , ,. ''. , - .11 11 - ... - __ ...... .- __.''..''.. , - - - ..' . i � : : � � : ; I . I I : : � : � q : . � ....... .. .11-1: ........ ... � ....................... I � ­� - *­ , -.;____._.1 � - I .11 I - - ... .. .. I 11 ... I .... .. 1. __ ... , , . . : : i . : : . � : � t . : . - . ....... .. � ..... : .................... ........ __ ......... � ........ - ... . ..... � .. ...... � . .. .... � . ....... ....... .. .. � ...... ­_ ... � ............... - ... __ ......... -i I . : I ; � . : : ; . : i i ; ;., "......... I. � - I .. - .., - I. -I - - � � .1 - ... I . i : : ; I : . � .. . . ............ �%,-""-,--"-,-,-"--,----",--,- 1-111-11 1-11-1-1-11-111 1-1 11-1-- "I-111-1-111-111^1-1-Il""I-I---",-",-�,�'.111I . . a i . � �- - . .............. ;_ ............. _­­ ....... I-, .... I ... 11 .... ­­ ... - ......................... - ....... 1. ...... I ...... � ....... - ..... � .... --1 ........... .......... � .......... � .................... - .............. ; . � ; : i ; � :11.. ­..... 11 1, '�­­­­­­­. ­__. , ''..., - ­.­.- �. ­­.... - , ­.­.....,.­ " - , - - : ; : � . : � : � s ; V... ....- I. �, i.. ­.....­ ­­­­.''. � ... I. 1. ". I.....,..., .. .. .. .. I. - 1. I.......... - 11 I..... �... 1. I.... I. I.... .... : I � : I : I - � � ; . --­-­­.­.­­.-`­­ ­­ ­­ 11 __ 1-1- -1 -_________ ______1 111--.1-1 I'll - -,,I,',, ,­-_­­­-,­ - s ; . ; : I : ; i : � ...... ­­ ...... ­..� I - I ... I. - ... - .11 ­.. ..... .1 .............. I.......'...- .... . .... - ... _._ ..... .. .. : ; j : : I . i I . I 7 .... - ­.... 1---.., ....'..''.- , .. 1. - I .1 1. I - - I 1. I.. - �. I .1 I I. .. I.. ­... I-- . I.. I 1. : � ; : . : � ... ....- 11.1.1 � , - .. ____ .... __ ........'..'...... _._..... "...''. ''.. "..''....''.... . _......'. ........ .. .. ,. . : I : I . ; � ; � . "I .... ­­ - ... ___ ............ � ...................... � ................ __ ........... � .................... � ........ � ............... � ....... � ............ _. - - . - -1-I.- I- .. -.1 � ... - - - .. i � ; � � ; . � : ; "I--"--,-�-li--,-"-","�'..,.,-..'�"..-.I ... .... .. ... ­­, .......... %,."."",-."�,.""."�.-""."--.,"",.-,."".,�",---.---,.,.-,�,.,-"-1-1-�ll-l�,�,-�-.."�.-"��,,�.-,�---",--,"-..,� .1 I � - - - . . . -� �: , .. . ........ ___,_,___,._,_' .. 1. ? I . ;. � ....... -4 .. .., - . . ........... � ..... � .... .. � . � .1 I .. , - ..'',_.- _......... ".....'..''_ � I , . - I...... I...". I... ... I..... .... 1. I I. I... I - '� '. -_-_--___4__ __ - - ___-, , I I , , 5 - ... ................ .... ,__ ....... ..... � .... ........ I .. ............... : . ; to - � I.. I 1. I �... ­:� - I.... 1. .. � . I 1. 1. .1 '. :: o' .. - .. ., .. .. .. ., .�, - - - - '.. � .5 � - .. .. .. - - .- ". .. - __ ... ........... � ............................. I : . % � ; ; .1. ...... i �­ � � ; . ...... 1-11-�--l�l.i--,.-.�.,--.-.".'I � i � - ........................ - � . .. � : ! � "........ I. .­­­....... ; ; � i I. ....I.I.I.. I... � I. - t I ; � - - _-, - _--i- i ; I .. � .............. . . + .. I � � .1 . .1 .1 .. .. .. I. 1. � 11 I.... � I � ! , - - - � .. .. , . : i i . I ......... ...�.. ..... ; � � I ......... ,�,1-1"1-1.1-1�,-,-,�,�.,-"."-,-�.,�.,--"-,- I I I . _____­11­11^1�111­__. , . � : . ......... . � . ....... � . . : ­­....- .. - : : . I � q - 11_-________. . : � - - .-__ .... �_ - _.... . . . . ; : : .. .. ...'...- .1 I � . � : -.1 ..... I"...." ...... :­­ . � : � . : : : ; : - �. - -:11. ...., : �. _......_.. _...........1. 1. � �... - ­.. 11 I....... I , "' , 1, I . � . ; I . I : . ; � . . . : : � : I ; _­_, , _­--­?­-­­-­--­. -.,-,--. ­­­­ . . . � I . : � : . : . . : ; : , . : .... . .......... ... .. . .... ... . . ..... � . : 11- ..... �­­ ......... � ....... I .... � ... I ........ I ... I .... � ..... �­ ... ...... ­­­ ........ ­­­ .... I .... 1.1%i I I . . : � . . i I : : : � : : : � � ; ­......... - ­­ I.., 1- ­­­ ".... ��­ .. � .. .. .. .. .. ,. � - .. ...-I...., .. .. .. �� 5 . . . : 4 ; . � ; � . : . : 1. . . : : : : - -_._ . - , , ,.''...- ...'. , - ''.... ".... �­ ......''....-Ili . � � . : ; z . ; : � : ; I t : q : � . . . !� . 1-11,111 11.1-i- 11- 11 I- - 11-1. ­­,�,­_­ ...... ­__.­­­. , ­­-­-.­,­. " _­­­_.. I . : ; � I ; � : � I . : � I I : � : ; .. .................. � .... - ..... . �-, - - .... � . .. .......... 111.1, ", - , - � - � .. - - ....I.." .... .. - .... - . � I . � I . : : : I : � : : : ; : - - _1 - .- I .,;. - 11 I . ; : , " - , "'" , ,:, * ''' '' ­; . � I . . : % � . I : : - I .. - .. - - - - - - .. -�_.­­­....- -, - - - ...�..........­. ­­... I-- 11 �­ . ; � ; t i : ; � : : : : 1, : 4 I z : : . ............................. - ..... �_ ........ _;_.- ....... � .. . . .. ..... . ..... � ............... .. . � ................... -1- ..... - ......... � , r I � : . � � . . : . ; : . ; �,.,-."--,---..,.,..".-.�,,.�,.- : _1-1_____: --1._11111-__11__._-_ : ; : . � . : PAGE TOTAL � 6721 �:::.�i::::.�::::::::-::::..:::: SUILDINGTOTAL (sum of aft P") : : . : ; ; 672: �­­­­­,­. --.1 1-1. 1 ­ ..... ........ � ..... 11- ... I .......... � .......... CONTROL CREDIT lFrom LTG -4-0 . ; � � ; . z *.:":.::.: �::,:.:::,�:::,� 0 " I : ADJUSTED ACTUAL WATTS z : : : �­_ I-1-1§1. � - - I L_' � �w N, "_ _.___1F2tgvf T_ � 't"v_�,�_e r-______________-- _­ us, n.bM. ?�,re. ; 'n ,� - - I-- ,-----.,--,.�---,.__,,,�,--,,,�,�--,,-----,-._,._-,-.,__�,�.,--,-,,�---.,�.--�,----��.--,-----.-It Jr.,o Nufter , I - ,tm� - I ­�,]�­­­_. 1f­­ .... ..... ;� ... 11 1-11--11-1.111-11 - ­­�,,W `1NDOOR LIGHTING POWER ALLOWANCE - ----------------- - - � - I I LTG -6-C I I ; -11 ­­ , 1166-i ..... -.1-1-1-1 ......... --1--.__ ­ ALLOWED WATTS: 21 I 0 - M 0 - 1 2LM 61 *42161 ION I __­� . - ... --.1 ............ ­.... "*) 1 / / =CERTIFICATE OF COMPLIANCE � (Part i of 2) OLTG-1-C D?l 0) ,i;, 4iif -----,------------ �-l�,6;�f.,�1-11,111-1111-111-1-11-1-11,111,11111.111,l-- 0 � I � E ! , i ..... 1-1- ..... 1I.- 3 - / � 2 - 5 - I - 2 I 0 - 09 ..... -11 .... .... ... � ........ 1 Ni 7 0 Bakersfield.Sp � ................................... � ..... 1 N I.- .... .. I .... �.. - ... I- -.1. - .- 1-1. .1-1.1 - ... I .... 4-1- ........ .11 ..... ........ .... .. ... qq�_yjQAp ........... � ...... � ...... � . ............. __._ .. .... � ........... � ... ...... � ... ... .. .. .. ..... ...... .. .. .. . . . � ........ .. ......_ ......................................................... � ........ I � I I I . i I 1, _ Gosford Rd. and T!��j, I --.&&�-.i�i-ii;-4-ii­ ........ � ................... I - - . 1, ,___.,,____,_____ ,--,,,-,.,!. [ PRINCIPAL DESIGNER - LIGHTING TELEPHONE , i vi t John Maloney 661-831-7851 I 11, 11� N I "I ... I .___.11__11.11-______ ------- -1-1111.11 � 'd __________T­E­t­E,­,P__Hf 'E'--'_-, Chatked by/Dalo i 3 1 / / I C A i V_ (661) 8.31-785 I &Iftit M JMPE Electrical Engineeri22 , -1 11 _. I ... !__­ A.""122=Uft � 0 OINERALM" � � ! I I , I I I 1.1 I - I -, - ­­­ . .. ...... ­­­ ........ . ­­­ ... � ... I , DATE Of PLANS , R LIGRTING _ZONE E , - P"TDOO -1 -, , - ­­ It 1.� - . 1- . .1,-.",".,-",.,--."�""------.""-,,-,,.,.,,.,��;'�^.'.,;'�.-, _____[,',,'.']1_.� -,�-,-.,,��X;,';,��,f",-q�,,.,,---�,.,�,,,,,',,'�',-.,!��..,.-,,-.,,.,,� . ...... - ....... ___.__________-, I ---- ,----"".--,--.-,-,---l"-----,---.---.---1-111-11I -11111--111".", ---- ­­.� Ljj :f 'FUNCTION TYPE [)_ . V) j ,�(] OUTDOOR LIGHTING 1�',­­­` iDUTOOOR SIGNS F, ,I i � j i 1- ...... I INWOR SIGNS L I ; 11-11 ... - .1 ...... .. - ... I ...... - .. ..... ..... . - ... � ... - ...... - - ....... .. . . . -.1. � .. .. ..... - - - -.-­... .- .1 .... .. .. I- - ..... ...... .....I........... - ... ...... .. .. - ... I. - ... - . ...... - ... I.- .- I ........ 11 .. .. .... - ......... 1- .. - ..- . ..... I .. .. ... . � .... 11 - - .. .-­ .1 ...... ... - I. .1 ­­ .. .... I ... I ... .... - .. .. . .... I - ... I - - .11,11,111, --l- I 11 1-11111111111111111 1.11,111,11, ............ . '----1 TERATION I �_ j, PHASE OF CONSTRUCTION [k] NEW CONSTRUCTIOu ,__j ADO - .. � . ITION E] A L I .1 19TAMEWNT OF COMPLIANCE 1 :2 1 - - .----.---_1 ry TW* Gertificate of Compliance lists the outdoor lighting system specifications need. to coirrilply,with Title 24, Parts I and 6 of the 1, LLJ CalVornia. Code of Regulations. I n This certificate applies only to buitding fighting requirements. I The documentation preparer hereby -certifies thal the documentation is accurate and complete. I- ... -.1- ............................ - .................... � ...... � ......................... � .......... � ........... ­­ ....... � .... � ............... - ... ­­ .................................................................. � .......... � ... � .............. ­­ ........... � ....... � ... ......................... � ... - ................................ I ..... I.- ...................... � .................... � ....... � ................................. � .......... � ......................... I ........ I ............................ � ............ I DOCOMENTATION AUTHOR ISIGNATURE i DATE ; i : � I s . I ; � � 1--,--------,---,-,-,"-,--------"--,""�11------------�---�1--l--,- � __________,____4 I The Principal Lighting Designer hereby certifies that the proposed outdoor lighting and signs design represented in this set of E I I construction documents is consistent idAh the other compliance fbrms andworksheets, with the ipeziftations, and wiitb any other 9 calculations submitted with this permit application. Theproposed Wilding has been designed to nvet the lighting requirements It contWoed in -Sections 11-0, 11 9,130 ftough 132, and 146,wid 149 of Title 24, Part 6. 11 I I I 1. .1 Please Check Orio, (These sections of the Business and Professions Code are printed in full in ft Nonresidenowl Manual.) 11 I 9 I .1 ,X,, I hereby affirm that I am eftible under the provisions of DiiOsion. 3 of the Business and Professions Code to -sign this I , ...... document as the person responsible for its preparation, and, that I am licensed in the Stott- of California as a P.Wil engineer I . I or ele,otricaf engineer, or I am a licensed ambited., I , 41 If � 11 ,_ I affirm. that I am eligible tinder the. praoisions; of Division 3 of the Business and Professions Code by -Section 5537-2. or I j67373 -to sign this document as the person resparisible for its preparation, and that I am a licensed contractor performing I I .1 thiswork, I I . I i I --- I I affirm -that I am eligible under the exemption to Dh&lion 3 of th usiness Professions Code to sign this document . . � i It 11 ,.---; because it pertains to a strucwre- or type of work descdwd as , pursua - to Business and Professions Code I i Secti*ns 5537, 6538 and 67371, 1 11-1 I -­­­ 11.11.1-Y, ­­ .111. .1.111-1-111. d I 1"..",�..""",.---...-.",--.,.I ­­ 1-1-1-1 ------ 11-11111-1111-11-1811111 ... 1-1-1- ----I'll, 111111-11 L -� I la-l'..,..""..,.,.,1-11,11111-111--l-l".-I-i I : I hmf - NAME ; �IG. i I # I 4 ud,wwd,I5wb,f& ,-,-,,,,,,,,,--,,,--,,,,-,,,,-,-,---"*"",--,,,,,,---,- : : � ,'I �j : --t ! - Melon : - : ? f 7-1 I John _1� �­L? -.1, 1----- --- I ___tqq_iy__ ... ____ _�__,_ - -,------,-- - "----! I .1 I I � 5y­.­ � ���-�l-l�,,���l-.�...���.�.�.�-�.�,-� ... r� .... ­!­­­­­.­­­ ------- - I ... 1-7- _­­­ .... ­.­ alj[TING COMPLIANCE FORS. Z!�iliil�llliill�11�ill��Ill��ll�ll:!11!�ill�IlI I 11 11 I I I 1111 111111 - (� .. kboyffworkshoetisincluded) . AIM .... h 40"W" .... ­­ .... -1-1 ... ­­. . . I I .. . � 11 . .111, -.1.1.11 I-- I � � ... �'O'C'l ... 6 inooTorated in *GhWuiss on the plans, __ .7, 1 - - It , .., -, - i � , v , h 0 rAj, P i , .., S fther L:rG- I - C o r O.LTG - I -P. tr4 ay be u sed for s As to! �' ­� � I I - OLTG- I -C,. Calfftate of ComphRma. Raqviwj on P%ns fbr 84 submim �k for 0 aid 2 of 2 may be I. mat, � I I 1, Use LTG- I -C if -ft prooct cons,Wt sol;aly of indoor signs. I 1 2, We LT43-4-C if ft project cons'4% of indow flgtoorsft� outdoor or indoor sigm, but no of.her outdoor lighting, I f � I 3. Uae OLTG-I-C If the pr*ct .00nsists soWq of outdoor signs. Z I . I � :I 4,, Use OLT04-C If the r,r*d consists of outdow lighfing, ou'*4140or W k1door gionto, but no 00%r jod'var aghfing, i i I � 1k0LTG-2:-C: LIGHTiNG COMPLIANCE SUMMARY. ApplimVe pads required for ALL outdoor lighting allwatoces (Except SignQ, � . I I 1fX,10LTG-": AREA CALCULATIONS WORKSHEET. Appljaobfe� pdafts reqtiired for all outdoor ama cowavons. I . i I C'30LTG-4-0� SIGN LIGHTING COMPUANCE. Reqvimd fot al$ mlemarly and exbDrnally iflumillsited sloos, for b6th Inft" and Outdoor 9� I --- signs, ---,--.,-------,--,-----",-,-,----- - " I --------! i ........... - ........ E�W9yr1r64A by-EnOrqy-ooft. Usv ftn*w� 7678 Job Numter" P,va, -60114 .... ..... _1 ... � ..... � . ....... __ ............. � .............. � ............................... ___ ... - ... � ........................................... I ... I ....... 1- ... ..., .............. - ...... I ...... 11 ......... I-- .......... � ......... - ............................... � ..... � ... � ... � ........ � ................. 1.1-1 ...... � ....... � ... -.1 ...... I ............ � ....... � ....... I- .... - ... I .... � ................... I.- ... � ..... 11 .... � ........................... I ... I ..... I ................. � .... I ............. - - I ______ ---,-"-,--,-"""-,",.",",�-,�.. 1-111 I � 1-1 ,�1,71-�,'�.�,�,�;Z;-17���ll-�71,����;�-�.-�;�1-11,1�:zl�.��;:;;;� �,­­_'11 i , fl "ERTIFICATE OF COMPLIANCE fl to (Part 2 of 2) OLTG-I-C � � . . ............... � .0"0000-1,111,�"I.Kll!l-� .... � ...... I ... - ­­.. 1".. ..1-1.1 .11. .11 ..... .. 0�� i�,iwii-"-",-",--,-"----,",-,--","-------,----,--^-,,---,"-------"--"----,-,-- ^ DATE I I : : � : Bakersfield Spq -#1 3/25/2009 . : , ,Y, 9 , .. �l."-."-,"�l.,�",.-"-,...",.'I - "I'�.,.--�,,�l-."-.-,-.,-.,,..,�l.-I.-.-�-1-1��,,_.,.,,I 1-1111111.11-1-11-1. ... I ....... . 1,1111-111-1 ................ 11.1-1-.11,11-1. -1 p.__ _________., _ ___ ,_ __ __ ______., " ,,.�,,,.,.---,.�,-,,.-,,,,-,,�,,,-�,�,-.--- - , -, i :.�,j Light[Ag po".r aftowanae for geneivil site Iflumination on OLTG.2�C Part I of 4 � _.. : � : � NotApplicable , . �. - : .. .. .. ..........'".. ­­­ ...........I.I.... . .I.. ­.......... .....-.1.. ­­.... I.....,............... - I-- ­­... ­. I. .. .. . .. 1. .. .. - ­­....., .. .. .. I.... I... I... I .... ­............... ... ­....... I ............. , , ,,, : � : : � Ligbuno powwr aRomnce for Imf ordinances or W socurky mumptiers on OL10-2-C Part 2 of 4 . < .111, -- W_ , : � , , I . Not ApOicable ".. ... I- . -I..... I - - I. I........- I ...... ­.......-, -1 1. I 1. ­... ....,­............- I-- ­...... 11 ......... ......'...'.. ­­­ - I....-,"....... - - 11 I. .. I. .. 1. .I ... ­...... ......., 11 I..... I. I.........- I......... "...- �.. I... I..... -k- I , � : : �� Lighti" ptAwy allawantes for specift applicsUans, o0w than vehicle smfae stations with ca"Pifton OLTG-2-C Patt3 of 4 ,....., , ;... 1, : ; : . : . Not ApjAkablo ... ... - ........................ I .... I . ..................... I .... -1 ... I .......... ..... � ... I ... -.1 .... 1- ... 11 .... 11, .... .... ..... 1-11-11-1.1- ..... - 1-11-1 .... - .............. - ........ 11 .......... ........ ..... . I ...... ..., ........... ........... ........ '­ ............... ........... I.... ..... 1.11 .................. 1-1.... 11- ... - ....... ..... 11, ...... I .... I __-, - , ' ' - ; -1 Lightft power allowances for vehicle service sta"On canopies an OLTG-2-C Pad 4 of 4 ,:,.,-.:,-, ; . : �.-`; Not.Appticable : , ... ­....... ­­ I. I. ....... I..... ...... 1. 1.1- - ­­.. - 11 .... ­.............. 1. 1. -, 1. I ... I. I. ...... I I. I I.. I. �. I 11.1 ­­.. I ... ­..... I.. I..... I........,........ I....... - - .. .. .. �....-.............................�.I.I. !­­ : . � : __ ; Sign 1191ftlog -compliance an OLM4-0 I ..... I ... : , : ; I :x � : Not ApOleable , ..� , .,-.,-""",-�1-1-11".�,�",--�,--"",---,--"-"-,�",-",-,-"-".,- . . ...... ................ . ......... ­­ ...... 1-��Ill""-,�.��,.�",-","-""--,-,-"��'I'll,�-1-1-111", ""-'---"--"'-"-"'-""'-'--,--.,,,-,! t .... ............. ............. .. . .. . ....... � i, .......... . . ............ . -_-_-_'-­, j I "' ! I I I I 1 � ; �­_, : : : : ; X.'� : . I Installed 1191iting powor has b"n determloW In accoriftme vAth Secdop 130(o)l i , � I j I "..-"--.,.,�-".".".,-"-",�-1-�",-."-"..-� ... ... ,�"--�--..'�,-�,-,-,-�11-1-11-11 .... ... �-"".-.,�.".--"-,-,-,�.",��"--""� ......... ­_____� 1�____1_.1_11-_____111_ � _­`­ ............. .... ---A ,_---_----_-_,---1 , I � 1"' I : ."'.." � : [I ..... 11;� ; : : NotApplicablo I: , I � , i I I i ' i . . : . ­­.... I. "...'.....­.... I.. I..... .........., "..... ... 11 I � I-- I I. I. ... ­... ".. .... 1. I-- I... ......I. -I.. "....... ..... -1 .. 1. . I .. .. . .. .. . - 11 .1 . .1 .1 .. I .. �, 1. -1 .. I. ­.. .. .1 .1 .1 .....­.. I 11.1 - -.1....I.I... - - .... ­.... -.1 ........- - I - ­­........ � I-- 1. - ..... I.... I.. , __­ , L___ ___-,____--,i I ----"-"",-,--,."-�-""--,---,---,-"z ... . ... -_--_---_-__­; �111­111­,­ ­; I- � " I � I � � i 1 : �_, : f i � �.] i z , : ; ; : . � Ah poft, av*nVy inst.01104 IuMinaifts with tamps mWd *vor 100 W�ft, elthot havO 0 fjkMP 4ftaty Of Ot 100$t $0 IUMIA$ W Vfttt *f 00 * � I � � � -- - � ------- ----------- - --- � ------------------------ ­­ ------------- --j � - - - - ------------ I � ----- --------- - ------ I � -1 I , I ; ! i : ....... , ! : "' controlled by a motton seftor per Section 13xa) � i I 1 5 I f � �, � � � 1.111-."-�.---.�...�,,�.�----.--,��"-.�".,-.111,1.11.1�,--"--",�---l..-"�-1-�,�-1.�l-l�-I.-I'll-I'�-,-"-,-",�1--l--�I i___.__.___1_ , - j__,_____,__j 1 --l" -1-1--l- i ; : : " � . 1-1-1 NotApplicable __­­__._______, ------ _- I i 11 F I I i I I � I � � 1.111-11,11.1�'ll",�1.1.11.�l"""-.�"-",�,�1.11�-,�l.I .... ...... ... ... ­­­.- -__.__.,__1_ -.11.1-11.111- 11-11.1- ................. 1-1111.11-1 ....... 1.11,11.11.1 11--_ .. .. ....... j ;_ - 1, -1 .. .... ______-__-11J ,�,."",,""",�"",�""",�'ll"�,,� i."",�..,-..,.-"-.,,--,-"""-."� �l-.",-----�1.1-1-1---------,-,�-,-----.,----------"-ll-�--.".,---'I : � I I-- I : z . I I ; � X . � : - ..... . � . ' All Luminaires vAth. tamps rated grader than 175 Waft In hard=apo area, including parking la , building aMrances, 08"o*Sj and all . ts ouWW s.offt sm,u m"t 0* Cutoff Requirements *f Section 132(bl ........... f',�,-,-��--,--,�""--,-""--', `_­­,_­­__­,_,___,_,_­ --I I � i 0 f PAGE TOTAL I L______ , f__,___,__1_1_1_J ; ; I ; ; : s" : : r ; : I : I I Not Applicable ­­,".- ,,,.,---,,,,,,-,,�'--",-,-."."�,.,I F------ . ..... I GUILDINOTOTAL L 0 1 I 0", I ___W ___­ ­ _�_k_­_­ ' "--Xf : , I ; I I . . . ' . : ; x . : w_- : �_, I . I . .. . I . , All, parmaramly InsUlfad outdoor lighting meats ft oorffivi -requimments of Section 132(o.)i � E j�Fi I , : I : . 11 ; " � ; :77". at.Apphcabta N...'... --,-----.,.�,------------------,--"-----,---------------�,-----,", TI.Q,INEO.,$,?Aqg$,,,.-,."--"-,-.��-",.,.�--�,�"-� ---------- �..-�-�".-"��,��,-�,.",-,�,.",�,-",�,� . ... . .... _.__ ... � ------- '���l.".�A�.11�"�ll"�--111.1�'ll��'�"",,�� ....... �.�,������-�",�,,�-"-,L--.'-'A-1-1�,----� -1--1.-------j 11-111-1-1-1111,111 ;...- ..... : - I - : - : , : -, ­­.. 1. I......- - 1. - I....... _...'....'.... ­.. 1. ­.. ..'.....'............, I .......... I-- ­.......­ I-- - I-- -.1 1. 1. I. ­....­ � - I....... 1- "........ ­­ 1. .................-I......... - � I-. .. .. .. .. .. .. 1. .. - ........ I........................-.1 -.....1 ­­... ­­­ ­.­....... . ants *f " A BUTWIng 180ad":, 0"09 k", garataos, oapoples, wW ouWaoe $014sar"s mo* tl* f0ulti-Lovel I.Ightilag Re"Irem S tion 13.,C) C11-1- -I 1 i TOTAL ALLOWED WATTS 1 0 I . .. � : I , : � " t ! � ; _1-1 NotApplitable (From LTG -6-C or from computer run.) L -------------j i f : �­­­­­­ .............. . �,��--�,-..---.","-.-".".".-.""-.,.."-.� .... . ...... �--.,.",".--.-.-."--,--,---.,..-.-.-�---""-----"'--"----"-----."�,.�.-."� ...... ....... ­­­ ... . ..... -,.----.--.--'-"-"-.-.-,�,---�------.-",-.--"--.".,,�'-----"-"---�-"----.-.--.--.----.-",--,-----�,� ----- -------------- -,.------,---"----,�-----.",�---,--,,--,---I , __ __11111. ..... I I _____ , ­ '77" --T' I � Complete fjoilding and A", Catagwy Mdhods � WATTS , , AREA ALLOWED I � 11 � Cataqory (Prom Soo0on 446 Table 140-S&C) i PER Sf 11, ($F) WATTS I --l-l"', 1-1111.1-11- 11 -1-11-1-1-11- -1-1-1-11111- _11-111-111-1 --1-1-111-l"11. -­ "I"I'l- -111111111- 11-1-111111-1-1-1- -"---,-,--------- - �,_­­­­ '...-i � i ff" 11 � � � � � 041 �.­ I.." '...­ . .... . "..":...'���,�5,:�.,,�..,�,.-,,,,�%"-�".."�-�,�,�.%�11%,.���,:��.,.,.��,�.�;.��,��.��.%,:",A.� . � .:11-1-­­­A,A.;QJ 724 ,�.,�.,��.�,.�..,��.�.�'...,�,,,,�.11.1-1,�1,1,�,,�.I.�"A.,�",":%.:�., ,',,--5 � L_;_-___ ............. . �� ��­­ -o_ �,_:__ �,J I Rji� ���� �11 I �SER "I 6 1� i - IN I - I N W4 _M 1110 _____ File Name: Date: 10-15-08 � Zsvj� Vesigner-__ - I ErjeWPro4.4 iyyEmrgyW1. user Wnter. 7678 Job Number Paqc-,, 7 of 14 - .... ............., I-- I I.. I ­......'.. I... 1. - I ........ I - 1-1................-....., I 1. 1. 1. 11 I 11 I...... ­,..., �­ 1. I . .. .r .. .1 , .. ., .r -, - I 11 1. . .. . .. . - I .1 I 1. .. . � -1 .. I .. .. .1 .1.. ..., .. .1 -1 .. .. . . .. - .... .. . .. - - .. .. .. 1. 1. .. I. 1. . .... . .. - .. . .. .... .. .. .- .. - - .. .. .. .. . .. .. .. .. 1. .. .. .. - .1 . . .. .. .. TS VILLAGE PWASE 1 SOCCER COMPLEX TI TLE 24 11 . (n . 0 . 0 1 V_ W U) < 7- a- 7.9-166 ftodm 4MO/W of Ow Lij ow.w1w. ad& a a A� � 0 - �6�1 ft 41W mnib-w be hoW bets* a < I 'Opwm* 110 000OW 92 be , I WK 5; Od M a, P Aw I h8jull YOU a*�_ V) 1-- ry 0 I CL V) 0 _j W E M W LIJ I SHEET NO. I v Algol= irmw 0 1 2 3 f,nor��r>0+a. -,y: tl0t yS0ft i4?Ar�urob ,?PV >JobNuet£Cir�r� P",o 8t� 14 .. ..... .... . .......... .1111. ..... ... ..1111. ... - I........ ...... ............ _ ..... _. _ I -....... ............. _.............. LIGHTING L NCE S .Y (Part 1 €�f ) L . (Part 1 of 4 LT -2- ,. iaA�� 47=3 i`fCi37Si1 ........ .... ..............._.. .111 ...1..... ........ .. 1.11.1, .111..1... ,... �`}f• .... ....I. ..... LAMP Date ....... ..... ............ .............._............................... r ets yak t''.r<fiel o : ' ill ...............��.... 1111. (A�**� �y 4F L% L-GHTI � POWER ALLOWANC OR SP CIFIC APPt.ICATION t able � �'�' Bj w ` er'than V6h.1€cfe t ion without Cana es ....... �.................... 8 ........................ _,1111 ........... .. .............. .. .. 1111... AxI.A � r%rfLk . A> w,f ,' ureas d$Ft to ;?tft*wl feorrs withi€a *he Iliurnanatetf A s AttYit�£££t& 1111 1111... .. 1111 ......... 1111... ... 1111 1111... ........... 1111 ... ................. _n. ... ........................ Iittas4 1111 1111. ................. t .. 6.�g... pgg+�.� ..y. { .....y.ys .. .. .. .. .. .. Li.; YRT-iR 1F O' Y' E-A .. �Sr aE1t .Nr, '� iRA iT I LdTt . c3 T��� ��•�.A .. 1111 1111 _ t a .. . 3...... „ a r _ � u � Jrs{, ��i � ' r�ry j.. .. .. .. .. ... ... ... 1111 1111 .. .. .. ... ... ., .. .. ... 4 ' ;� 4ott .Watts_ 1 1 11 taumb ialm _.._ .. ��^''`` t 4 Lai c�"y��Y�agast�s ... ,,r^. �:' ......... ....Y. pht4r tct '13S�0 4a� ss � t€f subtract 4i4ur:sirtaw Area 1 4 dot#444 Watts -i pq : r. 1 1 11 _ 1 11 1.. 11 11 . 11 11 .. ... a... s...., 1111. 1111... .. 1111.. 1111. g � `n s.% < 1111 . .............. 1111... 1111... 1111.. , �. <'# .. 1111 ... J .......... ... L '3°04 ............ 1111.. , NtWZ-4 'F MW-OPW - 32T RS -1- 7T- _ g'... s� ........... f . .. 11..1.1. 1 .0} . .... ..... ..... .. 466 O' X . 1111 .. _.. .. .. .. .. .. 1111 1111 .. .. taa. 7V ! nw i s...............................................................I......... �,,¢t,p X tVi'6"d • n......-........,.:.........................,..............................:............................................,..............................................................:............................>............................ ........ .. 1111.. .......... .. .. ...1...1..1.1.. .....1111 ... _ .. .. . .................4......,.....I.-...I. ............... ....z ... 70 q },y d Y ,4 ' ............ .......,.. .. 1._ ....,... YE A 4ctrJ «A Gt r" t3 . k,, ,iwiiixiiix xrurii, „ , , ,r r„ r r r„ uri ,ir,riiii ni, a rixiix ,x x xixixx rniniixixn riu r ,ii ,ixwixixiix x xxiiwi,xiiiixiiixxiixi„ii xiimrliviixiixiiiixiiiwixxxii ri % ,i uiiiiiiiiiii/riiiixiiriiiiixi ,,ilii I ,rill riiiirir riii ri rr v r r r, /.,„r I r Iim ,i I r r r r r r x, r w,/ywrr r �gp��+p� f rr�rx.-g',�yq �./ g� 3 ,., �ww3�y g, y�y['f}7"fcm'''4,6yg p �,yp!�g '�p�y �+� ¢ G'' ry�'4, 1s�iJM�RFpgiiit f «� 'ffs!$347 YWS;3'"'� f�si '0.�i"➢G"'F t°'x^J0.'"I�.A ¢�f�i s v34F�7� J rx i„i r „i r ri„xrr ,iii I-11iliiiiwiiriiiiiiiiiiiiiriiiirrriiiri niiixi„iuiui iii ixxiiiixixmirwrirxiixiiii iiiiirixixiiiiimiiiii iiiiiiiiiir iri9 n riiiiiiixiiiiririnmiinii ,xiiiixiiriiimiiiiiiiiiimiiiiriiiiixiiiiiirxiiiiiiiiiiiii ,iiixixiiiiiiiiiiixiiixrriinm r n ri r r , /i rx .rrr .rr.:.,>rr f }�`e l g�+£ �, y�y+£y p �^'e y'*�� g'��g shyy��y�•� �y�f+,s 6"I.J�ti "ros'L.r�ii�i"""'EJV9,,,ii'4t JI�T'a,i LITK. ` W g rw . sa .w to tiw#t t ui .u.,r„�muvvnxr...xx.,xmximxxni.,.xixii•...x. 'ri. rx,...iu,.,i.,,ir.,i..,xxi..x.,,v...ismxiimxnnmm.,xxrnxxixxrxx„i..iin�n„uxiimiumnruruuv,. xinir..r ,,. 1111 n nunxixxirrrixvrii ,x �p� .^fti3 R c i..} q� 4 3 '�FL�4«*willVib.s .,. ....................................................................... jj� $j�yy :. f�'f.a T'¢ 1.002, 0.17 i 1,360; ............................................................................................................................................................................ �.,, r . ¢ By qq ��ppy� �} f W Yl.V M G: � X ; eED : ., .......................................... 1i ��. . ... 1,�a: ......... ... .. 1111. . .. .. 11 11 ��, a 1 1111 ... 1 1 11.„ +� k i :........:.....:......:......,:...:»:...:.:..::....:.....,...;.-....:;.........•;..........,..•,.....,..,..:........,.....:.,.....,...„..:..............,..................„.....,......:...,.,.,...: r gg ,k. .. .. 1111 .. J'A # .:f?3". atii dXC .i ..< 1111 ... .<.............. ........... _x,... 1:111 ».: ,.. �t �.„�...:.:.v..i ............ .. 1111.. �'r'� y�y y y q y :ta 'k'FC'ai.,,.+"'tVY�, f J' f'"l4IY3 ... .. 111:1.. .. 1111... ... ... ............ .: .. , 1111.. 1111. ...:t 1111 1111.., .. .. :. .:..,.... .. ... 1111... .. .:. 1111.. .., ... .. , 42 ' .11 34 4 0.0 1 0: C . : x MK 1: 7� irk, 86,0 x . 9 e 11.. . .... 11 11 ... .. .. .. 1 1 11 . .... .... ............ 1111 111 .. 11. 11 .. . pp'' T,zz t»i �lY y y{]y�'}, ry pp+� 1 .1520 R.d. LY :1". .. . 1....... .. ............ ...... _1 _ ............. ... ..... q y 8 . f 34 i ; a .. ..... ...... I.... ... ... ..... U ..#d41 4�y�} i U F M/ ,� M"i'X' ....:.. A� ` s"A ............. ' .. q F I .... ..... 'y ...; /p .:'U i ... 11 11 ... .., 1.:-, 1111. v p 7' • +Sd h :'ti's: ...... ........ w�.G f ...1111.. .. .. , .. .. ...... s.... ..1111 ............. _.. ... ... .... ... .. ... .. . 1-._....... ... . ......... ......... .. 's ............. ,............................ ........................... .11... 1..1 I-.. .... ., 1111... 1111 .......................................... .. .. ................... ......... ............ ... ... ... .......... .. .. .. ................. ............... 1 1 11 ......... ............. ... . I.........I .. . ... .......... ........ • :................................... .. ............ 1....111 ..... . 1111... .. r .. ..... 1:1 .. 1.11 .1 i.. .1 .1 .11 ...........:...............,... ........ 1....11....1. 111;1 : .... . k„ N f 4TS' NCY ' 4 SRi(3........ [� Dyy�..' .}.!�pp��yr�g (.p,3.4 .4 qg ..... D i 1 1 1 1... .... ... ... .......1111 1111 . a.... 1111... 1111..1111..................1111.. 1111. ... .., 1111 ............ ................ ...._.......................-..........................,t........,............. 1111... .............. .......... .............. ... 1111 ............... 1.111.. ... 111'1.. .........................................................................;...................... : . . .. .... .......... ... ... .. ... ... ........ ... 4.............................................................................................................................a....................................:.................3....................................... 111 ....: : YA � ...:.. 11 1 .. :........ ... .. ..... . ......... .. ...... 1 1 ... , ....1 ..1 .11 ..........,........ ............. -1111... ............. .. .1111.. .. ... 1111... . ; .. 1 ' s ...E ... ' ...:.,. ... ; ............; 1111_ 3 .. ..s f .... 11- ... 42: 1111 1111 .... ..11 1 1 ........... ... 1111 1111, : 1,0: ... 1111 .... ............n..... .............:.....................,.. : .. .. _..... . 1 11 1 ..: .. .................. 40,b Y , 10� 1111 .. ... .. ......... ...... ....... ........ ... <... . ........... 1111 ........ , ............ ... :1111 1111. 1111 4�O .. . ..... ......... ..1 ......1 ..1...._1 ................. ICOL BY AR IT I............................................................................................................:..................................................................................:...............:..........................................................................................................:...................:.......................................................:........................ .....................................................................................................-......,....................................................:....................................................................................................................... Total .Allotted t att� 21614 ; ...1...111........... r..........................................................................:...............................,........,.................................................................,...........................:. ;_....... i .........................,......... ........ _ . .. ... ... ................ ... . . Totat InstatEed 'Watts ......................... 1,i A ; f,nor��r>0+a. -,y: tl0t yS0ft i4?Ar�urob ,?PV >JobNuet£Cir�r� P",o 8t� 14 .. ..... .... . .......... .1111. ..... ... ..1111. ... - I........ ...... ............ _ ..... _. _ I -....... ............. _.............. i'C{EErr '£�3 A,'r 5J + .r t,',<a°',dq't 4dai.{ Y: '� '7J3 , a�,'' y E " nix7 f ......... Nktf.43�Y;r rs%iF" 3 as . ..4...1......11.. I....................................................-...........I.........................................,..................I........... .............I.......... .. 1111. ........................... ... ...................................,...,......................................-........................................................................, ........K................ ........... .. ........ 1 1♦ k 0 � CITY OF BAKERSFIELD, CALIFORNIA ALL T T SHEET L HTIN COMPLIANCE SU (Part 1 €�f ) L . (Fart ' of 4 LT - - ,. iaA�� ,. ..........._. ......... .....I.. ......1111.. ...... ...1 ....... 1-,.1 _1...111. _........ . rtCiiri f?*1 ........ .... ..............._.. .111 ...1..... ........ .. 1.11.1, .111..1... ,... �`}f• .... ....I. ..... LAMP ((��e��y yy�� �y �?+ ,hy, 'r�Q4iri'C<� 0;3 W S ! ................................................ ..._ ..........-,............ ... 11 .11 ...... 11.1...1... ....... ..... ............ .............._............................... r ets .. ........... 3 .�`..�� ....... < (A�**� �y 4F L% L-GHTI � POWER ALLOWANC OR SP CIFIC APPt.ICATION t able � �'�' Bj w ` er'than V6h.1€cfe t ion without Cana es ....... �.................... 8 ........................ _,1111 ........... .. .............. .. .. 1111... AxI.A � r%rfLk . A> w,f ,' ureas d$Ft to ;?tft*wl feorrs withi€a *he Iliurnanatetf A s AttYit�£££t& 1111 1111... .. 1111 ......... 1111... ... 1111 1111... ........... 1111 ... ................. _n. ... ........................ Iittas4 1111 1111. ................. i Tt i .za 1111... ... .. .......... ........ _ ... .. .. tr 1111 _ t a .. 3...... „ a r _ � u � Jrs{, ��i � ' r�ry � > - wn aD3 J a PR, rt art€ f r rrbslrs e appi€G �t4ta� €�r Bu.. is tt� �iy �vi� r e tai r t.,. baa ��^''`` t 4 r " 't i. �f',.{ s' ..,. .. ?t '. 2� 1 pht4r tct '13S�0 4a� ss � t€f subtract 4i4ur:sirtaw Area 1 lr4fifr#rt 4iGa ion Sa Y3 Sl p. iTa¢ r i fIp{ Qi -i pq ,1 (S , G f i. .111.1. ... ..1- ... ' t3 ". tip , ..<,..,, ... 1111 ,. ,.,_ ....................:...._............._.....................................n......................................................................................................._............<.........................................-..............:...........-.._........................._..._.....111_1_...........,......,............................111..1_; ..................................;..........................................<........................... _..... ... ......... ...... ._._..I ....1...1 11 ... 11 ....... 11. _ . ........... _. �y y `g" t# C# ,.,,,,..,.,.., ... ,. 1111, „ .. „ � , .:....r _................._.............................................................�_..........................._...........................n........._..................._.....,.....................,..._........................-..._.1.................� . ....... ..... 1..._1....11 ................_. _1111... .......... ... - _.1.1 11 ,.._..... .._..I. ._....._1 1.__..1.....1.. .....,..I 1...1 1 . 1. . R -c �7 $iab4e 1 � }tt&1rt . ... .. ... .. ... .. .. .. .. .. <. ,,, „ ,, , :,., .1. .11 ..1 ..1. _...... ..: 1................... ;. 5 i $ .. . n 3 ,rnvrnwrnv.»vunvnrnvnv.,viimrwnw: »vwrimnvnaw.vr: 'ne»nvii s 4 Yd'd : w " tC a = . �' q rA NtWZ-4 'F MW-OPW - 32T RS -1- 7T- �..... ... .. .. .. .. ... ... .. 111:1.. ... .. lllNti�t uR$, Dt r%8tNL4aI tT dtd+1 .2 '�% t,N-%� f (" .:. 1111 1111... 1111... ...... : ✓e ........... f . .. 11..1.1. 1 .0} . .... ..... ..... .. 466 O' X . 1111 .. _.. .. .. .. .. .. 1111 1111 .. .. taa. 7V ! nw ..... ................ .. .................. .. .. .. ........ 1111..... ................................................................,............................................-........................................................... ; y� G'�'teALL PAICK ZV'fe�: FSUN 031 ,.......................................................................................................................................................................................3.........,.........................-......................................................,............. r 1111.. ..._.... ........... .. .'' '......... 1111.. ........... ...1..111.. . ..1.111 .. 1111 1111... ....._.... 1111 :.. ............ .111..1 ..- 1111........ ....1111. .....1111 1111 .. .. .. .. . ... .. ... .. ..: ......... 1111 1- . .....1111... ..... ....1 .. .......- ... ............ .. I .I.... .....111 .1.. ... .. . ........ I. ..........1111.. ........:...._:.......,,,,.,... ,.....,..,,..,-11.11.... ...:. ......... ... .. s...............................................................I......... �,,¢t,p X tVi'6"d • n......-........,.:.........................,..............................:............................................,..............................................................:............................>............................ ........ .. 1111.. .......... .. .. ...1...1..1.1.. .....1111 ... _ .. .. ....:.... : : .._...... ._.......... .................4......,.....I.-...I. ............... ....z ... 70 q },y d Y ,4 ' ............ .......,.. .. 1._ ....,... .. .. ................................,........................................................� �p LJ6,0 }� d ......1.1.11.. .. 1111.. ....._........ ....... ; u' "t' A J� . 1-... 1111... .. .. 1111... . .. 111 1 .. i'C{EErr '£�3 A,'r 5J + .r t,',<a°',dq't 4dai.{ Y: '� '7J3 , a�,'' y E " nix7 f ......... Nktf.43�Y;r rs%iF" 3 as . ..4...1......11.. I....................................................-...........I.........................................,..................I........... .............I.......... .. 1111. ........................... ... ...................................,...,......................................-........................................................................, ........K................ ........... .. ........ 1 1♦ k 0 � CITY OF BAKERSFIELD, CALIFORNIA ALL T T SHEET Yf**TE (Part 1 €�f ) L . ..................................................................................................................................................................................... . . ............ :PROJECT NAME .1111, ., ....,.....,....................................................,.............,.. ,. iaA�� .............................,.,..,............, 1111_ .......... B er fiel orfs dill e ... 1111 .. . �, ' *�?4;' .. ast£ts'tmi"t 4'€our aP ithin the I�44 miriate .�li r.........._......._.............................................. ... - .. ... ..... .. .. 11 1.1 .. 1.1 1 .1 ....I...I................ ... ...... .. . _ � t garde-M�t� LAMP AA Hardscape for autali ve veinier tit includi g parkingg to s, ditvtaways and s r ets ...:........ :'W casae sa zt £� z. (A�**� �y 4F L% mm mx m m mmmmw,x f b L7 ....... �.................... 8 ........................ _,1111 ........... .. .............. .. .. 1111... AxI.A � r%rfLk . A> w,f ,' ureas d$Ft to ;?tft*wl feorrs withi€a *he Iliurnanatetf A s H r ..... ... vr. ,"F e �c�w x ",t'go.w1 w ks F�ms : �Areay bebt9 tk ... ,rn,.n.,»r.,r.:m.,,,,. ;Jour,, 4rsours a% are > � ilirl es the areas Areas . € ETkir1 rr Y// hyo{ )€' n £ z� .a, .� P43 g . i.igtittr, ��. lidat#�.tIY' „ a r _ � u � Jrs{, ��i � ' r�ry .. ,,. �,ag „�>�: �,;� a..tv tl�f�� t � f�� rt art€ f r rrbslrs e appi€G �t4ta� €�r Bu.. is tt� �iy �vi� r e tai yrs Daus tCr4�a4 pf s ' Fh ar9 i �slN yr b5: 9 i r ountiilQ'a'6eight of `3ittif�,he! LfrfK,,, ;gyp ttsatrtrrr ere>{r,�asa inr:>y�t�g,V • �F distin ap t€caitz3sa rar �. .� 3 f 'P ` uilding pht4r tct '13S�0 4a� ss � t€f subtract 4i4ur:sirtaw Area 1 E.f 1 jai . K a t.;a:r'aas;. 4t ipfZEi bt .€� 13aiJ.�JCx ........................1....111............ .. ......... .�I....... I--. .I 1 .... 1... :......... 1.1.11_ .. ..........I . ...... ........... .. .. - ..... Ps€a a .... 1.11.1. .1.111...... < aaJ iiikl�€i a fi . i} # .i ;. .I.., I... ............... ........... ..... I... 1.1.11...... ,1 (S , G f i. .111.1. ... ..1- ... ' Bra '�". ardsc " . � Etat � �S�!�i��RfB 1#���, i��ittfdixrg �t�.$F 3.�Idi�ttif��ii`3a �rr�lisvrr�ys d bik�v€.�ys ... 1111... ... ... ... Yf**TE 'a:B ... J✓ ±u.. $� '�i$ �� mmxnwm.,m,.r mmm w mmmmm m w mm w m m m w m m mmx r m , mm m murmur w mxmwmmmmmxr wm r wmw ,m mmm .. ......... ... 1 11 .1 .. , .. ,. -I ... 1111 .. . �, ' *�?4;' .. ast£ts'tmi"t 4'€our aP ithin the I�44 miriate .�li r.........._......._.............................................. ... - .. ... ..... .. .. 11 1.1 .. 1.1 1 .1 ....I...I................ ... ...... .. . _ . . .. ...1111.. ....... i LAMP . ...:........ :'W casae sa zt £� z. is 0 i"a. mm mx m m mmmmw,x f ... ....... �.................... 8 f;, . . ,...dm J: rn3. �. n�r,'.Li;. ut. trt�,i ,zr< t.4�a! '�at�.iaagsp3rt,,� ,rn,.n.,»r.,r.:m.,,,,. ;Jour,, 4rsours a% are > � ilirl es the areas Areas ub towl of g . i.igtittr, ��. lidat#�.tIY' „ a r _ � u � Jrs{, ��i � ' r�ry , auif,s tEa r�. distart rt art€ f r rrbslrs e appi€G �t4ta� €�r Bu.. is tt� �iy �vi� r e tai ares Ota subtfact Iliismit�� Alto f�� °a3lP' ..� rcu;nw. q '. f #l: A 41ts1a pP 7 iF �. 9 ,.f<rttrjai � [� ar4r� tttlt�a sgrtcsriw�, �� Ct � �,� i� � � s i$' '" fis 1 . ........ ..........�.,.,.... , ...,�... ...................................................... .............4............. .... I... ........ ............11.11.......... .....,I. .-..... ........ .11.1..1 ...... ......_... _ ._. .. ...... t3 ". tip , ..<,..,, ... 1111 ,. ,.,_ ....................:...._............._.....................................n......................................................................................................._............<.........................................-..............:...........-.._........................._..._.....111_1_...........,......,............................111..1_; ..................................;..........................................<........................... _..... ... ......... ...... ._._..I ....1...1 11 ... 11 ....... 11. _ . ........... _. 1111,.. ........., ,...< _. ; .. ...I .. I .... I .. I...:.. ....... .. ..1.I... ........n........ ....................1 1.. _ ..1...... t# C# ,.,,,,..,.,.., ... ,. 1111, „ .. „ � , .:....r _................._.............................................................�_..........................._...........................n........._..................._.....,.....................,..._........................-..._.1.................� . ....... ..... 1..._1....11 ................_. _1111... .......... ... - _.1.1 11 ,.._..... .._..I. ._....._1 1.__..1.....1.. .....,..I 1...1 1 . 1. < .. , .., ., .. , .,.�, , ................11...1 ....... ............ <. ,,, „ ,, , :,., .1. .11 ..1 ..1. _...... ..: 1................... ;. ........................................................_......................................................................................................................................................._....._..._...............1.111......... Cheekiest .,11 .. 1111... .. .. 1111 .. _..... 11..1 ... ......... .111.1.... _I ....... ....... . ........ .. ..... _.._ .. ... ....... ....._... ........_ . ........... .._.... ....... .. ...... .... ..... ................ t Q. n 14, tej I a � €rapt Prarlion:0i mt PI allI1Med arias 33as art € W� P.lao 0My one 60ttiJta� aPP9f 0a°¢iurt, ar.A the aPP€ifo,i v<•{S. ;a.T"''AMIg�t at3ttt .actual v" of t w art;$. . _ 1111. 1111... _,...... .. _ 1111.._ ._.............. ......... tial, 9 �r O > cakev it€u{rA'.*na Batt crews t'n,c'tada s o' sy >i ftm€,rr'4' a'ma's treat a'ra as 6' e' Doundsof this AppO* Wj et < artd, are wfUsira a s, - ,� tom'? �£r{, , , a .. ...... "' ' , .. . . ............... . lyar€ain.Wre %9 is arc ge 4 e Won,iiaaim t13ourtrjpq heigfik, arks{ tae > mnoke iq U'e rr{tddte~ of the �ratttwo, � *,vy.{am"� y,j O, are ,wig -,€as bultttrt;Js, u;tdt;r �pkes: b,egvrid .r,1rrJrli:ft Nr n'.'rA.,r",4.AFnie.i �ea.-,Oh.,..t"a,$farae t ro r alsrrf A sf, y ft Over N�vr a 676 J.ob N€ met r Pa," <0 tt¢ ,4 � L;i�T t��T � T r...,..,.,,,.,.,,n..............w,..,,,,,..,,....., .....,,..,,......,,.,..,,.,,,,,,.,,:.,.,,,....,,.,,.,,n,.,,,,., w,...,,.,..,,,,.,,,,::....,,..,..,.,,,,,,.,,.,.n,,.,.,.,,,.,,,....,,...,.".,,.,,,,,.,.,...,.,,,.,n,.,.,.,,.,,.,,.,»,.,,,,,,,,,,,,,..,,,,,,,,,...,,:n...,.,,.n,,.,,,.,,.,....,.,..,.,,.,,.,,,,.r,r<.,..,,M...,,,,..,.v.,..,,.,,...,,,,,,.,,,,.,,,.n,...„.,..,,..,.1........- �4���1"•i"s� 4�A?�t� i ��1"l" T n.,,, ., .. ..,......„n .... ..............n.......,,:.. .,....,..,.n,n,.� n,,....,,.,,......_,...,,.,.n, n..,,.....nn..,.,.,n.....,.,.,.n..,,.a..,,.,..,,n,.,,...:.,,..,.n,.,,...,,.n....,.,, ...,,.,...,,....,...... ., ..,.,.,. ,. .. , , , ..n ..,,..... 1111... 1111.,. , ... , n,. , .., . , ...n ,..,.,4 1111 .. 1111 .. ... .. Width of Door pl s Z feet + f atrh sift Checklisit. ,,....».,.....,1111.»,....,,..,,,..,,,,,r.,... ,..., n..,.x..,,.-,,,,.»,.,,,,..,.n,...--.,.,.,,»....,»,,,.»„-....,,,.,.,:,.n„x.,.,",.,,--.,,.,,...-"n .....,.--n..................n,:,..,..,,.,,n.,.n,.,.x..,.-.'I...,,..,n,.,,...n,n,."." .,,,,.,,„,,.,..,1--.,,.,,n,:n„„ r ..,.. - xjon 1+k�l :t, ,) ; 8 - ��a3o portwo 0 all filr?r'Ji^s��k,?<l m"s i $6 kIwso �'A£,(gnk 6{" Y fArm sizph., tg - sqr i iiort, .F�r„� 0st€3lIppktf.*i0m �'4a ,wra*'1,0 .i. VAths th* aottfx"� i?sol 8X, `�, 2,,. ,,,,.,,.,.„,,.,,.,,.,.,,.,.v..,..,.,,.,,,.x_,,.,,....,.,..,r. ..,..,,.,,,.,.,.........................„.,",.,,...,,.:....,.,,..,.,..,.»,....,.•;..,.,..,..,,.,,.,,.;,.,.w.,..,.w:.,w.,..:,.,..,..,,..,.,.,.....,,,.,,,.,.,,..,w.,,...,..,......,..,.,..,...,.,,,:.,.,,,.,,.,,..,,...w,..'.,D,�.,..:.c..�.,,..,.,,.,..,.....».,.............,„..».,....... w.».,,.:..,,.,,.,,.,,....,.,.„..,,.,..,..,..,.",....•_..,.....,..,,w.»...„........,..,..,..........,.,.,.. ;CiYon 9.� 7 it J a A ' eofv.4k £li�rrPitirwfilllal arra iifo[W3 's Only thtatse Elko f lfra area i�*1 Ori #I tvjrf�3. of'1*?ie Apr4,4rlQft (lull M ltf 04 a �; VOre �i+3ttifrd n a#rBJrat$£ a .w. €t r€ron 6x tiYsat s af,F tifni~a ,?� faaxitit cite rcg;,�a �s!rt I ��tt ,Aft Iia ha?3rt,w, h t€?a: tf3•v,4r�le of tom' pattornt, iris rangy aft fe'a'r. ate w ttt n tavtl�sirrp, u.nde' rte, t iesl 1 y d f�wdy ii€fe; i,'or ON&, , &I. by assigns of 0Ylar� st r;�se�a:. 4'_ / a € .ret'�:A �¢, :%; 3 , ...?, Ua*r tdJ=a'fAWe 7017$, t; ¢ yrI r, 1 s A Y,- Tau 1, . :. r3€ . . yy � ' ,.....n•....+..:.....:...........nr....,.,..,.,.:.��..i..,..,... �6..:, ,n.n......n .,......:. 1111.. v..:•.. . :1:111... �.� n -. ,..: �.n.......,. , : . , .:': ". .. ,: .. : r ry .� , .. .. .,.:...v. n.. ..,,.,....n.:rn,. .,,:...r.. ,. .: .:.. �,„., �.... ..n 111:1 11:11.. ... ��..n.....n.:..:.. n.n,.:.,.,.. ..,....v. � ...n.n...n....,,,n.v.....n.r.n.•.,,..v..,,..n.,m... 1111. v. ». n. ..,.,...n.,n�` � T L T SHEET (Part 4 of LAT :I: ,»----n,n,,,,,,,,,,,,,,,,,,,,n,n.n,n,,,,,,..,:,.--,,n,...,»,n",-,.,»,,,,,,„:r.n,n,„n,...n,.»---,.n,:,».nrn.,,x,.».v,,n,..,,.n,.-",,x,.,.,,..,,..»,w,:„,,----,.,.,,..»n,-,.n,.,x,-"--,,,.--,.n,,:.:,„„n,.»,n„»,�.n...,:,,--,,,.mnn„n,n.,,.r.----,v.----..,,,,,.» n,n..r.,.,.n,_w...»..,.».n...r:.»:..n....n,.»n..,..,1111., ,x.n:n,n....n,.»•...,I i9"!'ivtiJGAs� sY#'k¢Win` s e,/i�*t<r dd jy r�eJt,' e a e prxr # r t iso itift o a ice, Ve te ,so,� c' Si c n a rdu �, a"nd C, or t € s E 4 i :........... .. 1111., .........,........,.....,...................,....................'y.. 1111.. .. .........._,.,.,.,..........,......,......,.....5..,•,....,... ... .. ...,..................................._n..........................,,............. ........_,.,....... .. 1111.. ,.......,...... , 1111.. .. ., ................... ,, ... .,................. 1111 r 1111 ................. a.....„........,...........,,...,.,. ' s 1111.. 1111. ........... .._€1111 ........ .., i t Anis S trx £�atact f Ysrr =trthirl t#r� t43 rtirratadr.......... < ' i gA���y6 ; b € i r d rC4tfi 56th poles or lura€Hare oaeriadpir,� �r�aa b GwA Illu mated g that ;ire > 6 trr S ®t tsar � M a�fsbrwAed :.Sub Mai of auras t.fabr G€ intra s Areaa of fit i tion > the mounting gt€t f ap' lf�at.arr �r n �€�n� �r �ttrOr to subtract { illu€ mated a T�?-. >? tist€tt rrtirrarr ftaitlr * t s k w " } , f ,1.1,11.»,.,.....,,:..,.,..,.„n..„....................n,.,,...n,.,..,,,,,,,,,r,-.,...,,,..,-.,n,S�",".,., n,-,.,,,..,.,,,,.,,.s,,...,.,,..n,,,,,n,n,!#-:,.,,n.--.,,.,,,.,,,,,,,A.,,„.,,,,.n,,,,n,,,•,.,,,..x,,,,.,..,,.,..,n,,.,,,n„,.»n,.wn,n..,,n,n,,,n„n.,,n,n,.,,.,,n,,,. n,.:fn..."..-,-,,,,---,,- ,..x.-.11 I.-.,.. uCtttat�t @i3sEra € {,,,,,,,,,,,,,,,,,,,,,,. „..w.,.,.,,...,.n,...,,,,,.,, ..€ r i s ��AA 0 € a� ..{{''�� ..ayy Vi 3 u Yd Yd S ' c�........ ........ ........k.,...,....... 1111. 1111 .. . ......................................................................................................................:............................5.... _1111.. 1111... ...............................................,............................:.........,................ ,......,........................,.................................... 1111. � .................. 1111.. .. ...y .. ....L4.... 11_11... ....n.. - P i r f { S , v. , , .w ,., ..,,ni,i ,wx.,, xrn,.,rxi,.J xn.w n.,.n,,,x,».m,,,,wx,,,x ,rn ,.,v,,,,xx,x,:,,xnx:,:.,, , r,.i., .,.,,x,,., x,,,xxx, n.,,.w .,,xrm ,,» ,x£,xx, 1111 1111 m .,xm,,,x.x. x..,,,,,. ,, , px 1111,., x. ,x,,,,x,.x.„ ,,,,,.,,,n , ,, t_,, 1111 ,,,,.,,,..,, x,,,r,, xxn,,,xw,x:x x, ,,, ,,.,xx,xx x , n ,.,xnx x�n , ,,m, ,,, , x i 1 £ {: € i E .. ,. .. „ ., .,n..., .w,,,u„w,w.w."x 1111 w.,,. w,,..�, ,-,n...,v .,x.n,,,„vx,,.,u..n„„,xi,u,,.-",x,,,,,,.»vn,..w.,,.n,«,.,..,,...,....,vn.,,,m,,,,,,,,,,,,,,,,,,n...,..,,,,..,,,..,,..,,,..w,,,..,.. ,n„n.,.w„w,.,..,, ,.w,.,,....,,,.,.,u ,.ten .,,,,.,.,,w.,,,,w.,.,w,,.u,,..,...n....,,,u.,v.,,.,,,,n,,.,,..n,.m,...,v..,4,...,,,v:,.,,.r,ww.,, u„v..,.,,.nvn..n,».vx ., , .m wr,. „ vn s €. , { 5 f {f. f 1 1111 ,,. ,w,,....,,",..,,,wxx, .,,.,ux„,,,,,,,,,,,,,,,w,,.,..,.,..,,,,.w,.n.nn,..w.,:,.,..n..,.,uw,�n,." .,, 4.....n,....,,.,.wu,,.,,..,..,.,w,,..,wmn,,,..,.,v,,n..,....,.,,,�n.,..,,wx,,,,vn..,...w....,,,.u.,..i.,,,,.,,.,..wv,..,.,xr..w»..w,,.,v,.w.,.,..,,.wm ,,,L..,,,,.,u,.w,,...,v,..,,...,,,,.,.w,,,.,...,.,,..,wu.. .,,,,,w..,..,.m,.,..,m,., ..,�„m„ .,,.w,x, 1111 r „„ w,,, , w 4 u.m S {. ..5,. #,:k , : 5 . v. ,,,„x ,. „ • ,,, 1111,, ,, ,..,.r, x ,....,.., 1111, x 1111,, ., v ,,, ,. „u., . ,, ,,. x v,... , a 1111 1111 ........ .. .. ... , . ... 1111 „ . 1111 ,.. ,,.,i , ,.,£ „ .. 1111 1111. 1111 1111. 1111. .. .. 1111 .. .. ... ... .. ... ,. ,., , 1111., ,,, ,x,.,.,,....x,. ,, v,., .. „r.,...,, ..,.,,,. 1111, .w,v,w.,,. v., 1111, ,. ., „.,..,.,,.,, ,,. ,., ,„ .. „ 1111,,:. ,...x„, ,,,,.,,,,,,,„,,,,,...,,,,.,..,.,.,,.::./,,,,,,,,,,,,,,, 1111,,:. r,... 1111. :,,. „8rx ,.. ,. »., 1111 ...rn„ .,. „. .,: „. ,., s „�,.., i „'i r s £ , t { ` ¢1111.,, h k ,,,w, w•»w ,. ,. ,e„•».»,.0 ».. ., ..+, ,, 111.1, v... ,.v ,,..v, 1111 w•,..., v.,.,w..v i.,, ,...:»........................»u••.,.u..,•.,,•..».,,u.•,,.,•.uv,........ ,. .,r .. _•,..yn..u•.,:,...,•...u.u•uu.v.�...,x.,•.n....r.,.,w,...n.n,7,v..,..,.,»u•a.»w..n:.,.,,,:..»,..u,....,..,. ,.",.n.....,£,.. u,:,...,.,.w.»wM..,.v...,.vv.v....,...,..£j,..v .........,..v.u..,....v. ., .r .,.v.. ..xj.... _ ... 3 € {s: € $ £' f a i > ... .. 1111 . ... ........................... .,............... .. 1111.. .. ... .. 1111. ... 1111 ............... 1111 ............ ....,..... ..............n.................. .. 1111... 1111.. .. �. 5 1' E 2 g s ¢ a k i k i1111 ... ............. ............... ......................'................. 1111... ................,...... ...........i............... .................. ............ 1111 ........... 1111.. 1111. 1111... ........ .. 1111.. ,...........�.. ,.....,...................... ........ ............,....,.......................................�.................... ,............... � ........... .. , .., .. i ....�.... 1111. ,. ....{,... ..1. 1111 ....�.... .. f 1 € 4 f i ' :.................................. 1111 ............. ..........'............................................. 1111.' ................................................... ............ ...........................................,..,........................................................ .. .. .. .. ... 1111 .. 4 ., '.............. .................... ......................�.. 1111... ............. .. .................. .............. 1111 1111 111'1.. ...6.... ' C : { i ): € l 5 k f • 1111.. .. 1111... 1111 ... .................. ................................... ................. ........,•.............. 1111... .. 1111 . .................. 1111.. ................. .......... ............................... .. ........................ ......... .. 1111... .. ............. ........................ 1111 r , g 1111 _.. ....x. .. .. s... .. ... ... s.... ; € f'' 1111... ... s y i g ; s 4 a f" , , r, i s i r.,,,.,..,.,n,.,,..x.,,.,.,,..,....,,,,,,,,,,,,,,,,n,..,.:..v..,a,,,,,,,,,.,,,,,»„n,,,,,.........:,....,,x.,,,,,.f,...,,..,..,.v..,..,,,,...,,.,..,,.,..,.,..,,,,.,,,,,,,.,.,,.,..,,.,,,,,..x..,,.»,.........,.,....,,.,.,_,...,,,,,,..,...,,,,.....,...,..,,....,,..,,.,_,,,.,,...,, 4 k{ ,. s.., £ mxm. m,:......,x.,.xr: xx...,..m:.x„x,wx,,,,..m..,,m„w,,...,,.,,,, m m xxx x. m „ € ,,, .,, 1111,, gym., „x..,,,m, :,&,,,...,,,:.,,.....,..,,.x„x„xx,,,,.wx,,., „ .,,,,....,r,.w.„x.w,,.,,x,",,.,,,mx,,,w,,,w,x.,.,,m,,...,.,,,x.,x,w..,,,., 1111.,:., wx,..,w,,..,,,,,,,,...,,,,.x,,,..,,,. xwx.,.,x.v,w„w,.,wxx.x„nwr..,,.,, x,. £n, ,,.,x, E: „6.,, s { S,. , £ ¢: i 1111..x,w,.,..,,w,,.i,va..w....,xv,.,..xx,w u,x„w„w„w,.,,,,...w. x.....,.,....n,..w,x„x, ,v..w..,vw.w,.,w,nv„w.uxn.,w.wx.....,.,.w.., .,...w»x„w,x,...,.uvm vx,.vx,,.,,..vx,.,,.,.,.................w,,,,..,um,,,xu.,,,v,,,.,....,w..,.,.,.,...wrxmxx,w,., x.,....,xx.,,„,,,vv,,,,,..,,.v,..,,,,:n,..wv. .,€... .....x......,wuu.,,.x v..w,,..I,,wv,.--m w.. .., m£�w f x£w. u f Y S mv�>n f f ' 4 „,,. ..............v,,. ,.,,..,.,.,..x...,•...,..,..,.. .,,.,,.,.,...•....,,,.:,,..,,.. 4, n.,...,,.......,...:.x.,.....,.... .,,.....,•...,_,,.,,,,,.,.,,,.,.,,.,,...,,,.w.,.,,.,....,..,...,....,, 1111 1111. , . „3,... 1111 1111. ...i f{ s r Y 3 5 { t i S i i i { .. 1111.. 1111........1111....1111 11111111 .. .. .. 1111... „ ,,. , .1 1 ,. ., "m,w�,.,.. +.v:,".w.,.. ,.v,..,.v"...: .. ........uvw ....,..........., .,..�..........�... ,. 1111.. .. u...,, w".....v 1111 .., .. .. ,. .. •, .. 1111 �. .. .. ,. ,�.......�....'......"..n ., ,.. ... 1111 1111. ,...�� v .. u" ., .. 1111. . , . , 1111 .. .. .. .. .. . .. � , . .. x . , £ u ., .n s... . , , .. . . .„ , .w... .. y. r. , v. .. .. 1111. w { s £ ; wJ • r ... .. .. .. .. 1111... ... 1111 ... ............n....,.",.,,.x.,,.,,.•,•,,..,,•,.....;..-,,,.,.,::...,.,.•,.,:,,,,.„•,..,..,,.,..r..,..,,,.,,..,•,,:...,,.,..,..,..,,.,,.,..,.,.,.:.....:..:, ,.,,..,.. ................... 1111. ................ ...,,...,.. ............. 1111 , 1111».,.,.,..,. , „ , , 1111 . 1111 , », r , x „ , , . ,,. ., . ,. ,,, 1111 ,. .. ,.. .. 1111 n, 1111, 1111,_» .w...x, 1111. ,.x. 1111 1111 111:1., ,» ,. 1111 .. ,.:.E 1111 , , Pp !s F 3 r < { . ......................................................................................................... 1111. _.......................................... > 4 ......................�...£.......,.......................................................... , ....,......... 1111... 1111 , {. : x ................ „,,,,,n, ,,,,,,..,..,...,, .. ,.,,,,.,,.,.11.,11»n,.---.,,,..,_.,_,,,. { , :.......................,,,,,,....,,..,.,..,. ,,......,...,....,..........,., ..,n.w.,,,.,.._..,....,.,, ..,...,.,.wwx..w,,,s.,n,,..n.....,,...,..,....,..v_ _.,..,,..,,,,,... ,,,.,,.. . ; g._,... i 1111 s, „ a r £ { f i ' v ' s....................................................................:. ........................ 4,.....................,........ 1111 ..........................................,..................,..............,.............................,.......,.................,........................................,.........................., : ftr r Prn A.A i :trr¢W� a0it U sv- �t+.ra w,, 7V'S ,rob t3 imber, Ppgri; 12 of 14 i l y 1 2 .1..1...1............1 ... ...........1...111.. . REVISIONS No. DATE DESCRIPTION 1 / / 2 / / 47 / / Drawn: A ERS�I ELD SPORTS VILLAGE Designer: checked By P H ASE 1 SOCCER COMP LEX 7.9-166 r • i • 0 1 if -1 a Yf**TE �3�+�HEL� , - �� mmxnwm.,m,.r mmm w mmmmm m w mm w m m m w m m mmx r m , mm m murmur w mxmwmmmmmxr wm r wmw ,m mmm m m m,»rmmm mxmmx„ m m ,m m ,murmur mmmw m £ , m ,m m ,xr mmmmn m mm mm wm mm mmx mmmmmmm m w m„ mmm , a LAMP . ...:........ ,.:............:...:," ..:.. mm m mmm mmmmm m mmmmmmmmmm s, mm mx m m mmmmw,x f ... ....... �.................... 8 4 h f�,y }y �q� g f s i �1'M.7d`��»� pa cAT.f"YL� � � 's w•», . 4I1 1.� „v n, m<,n.uw<,<rm.,<.x.,Im,n...w n„ m� rtix, , m<w,<m, ,, m w r ..� nxn, ,<rxm,mm ,m� . 7 £ 2 f � 3 .rH.� r, <v<r., m., nm..w <, x. m .»,<.tin m f f f �� <. 1111,., , dr,,.,,.m,,.v,.rnrn,.r<.mn..: wn.<..,..rrmrr.,<...,rn,..<,,,md,,.,,».,.mn,,,.,,n,,, a._. m m m<,nmra w m� , U ,yw ,nw, n, �v m » ,rn,.n.,»r.,r.:m.,,,,. � � g �0'}� ,{.p� t �'�0 yy if'4+wrP3. �A.3�a �.+�'�yrq�»�y rrr..` ,G E` 6Y r r ill.ki<���c ,�e� F�1 p ��y�y gf g� ��{��•}pt �y�TM p:yg � �y� #[ �8�75i..% E�E` Y'$l `f fTE�s6::,. L3r..°i tN+r f a��ya��t : il.P R Rf A 232- 7'`V- 1w'1V 1�i-� B 00 ; .. .. 1111 .. ... .. 1111 ... 1111... ... 1111 .. ......... ... .,. ...n,.,n nx,nvu.»rn "Innr>nnrmrrnrnvnn,r,u .vin»rn.rrn..,»,vrrnnnwnrnrv..,v.»n.rnvnvv.,nvnn.»vn,nxn.,xlnxrnrsmrnn»n.nrnn.rmrn,nvv. xvn.w.nsn,,.mnn , r. f K LL g 5 i $ .. . n 3 ,rnvrnwrnv.»vunvnrnvnv.,viimrwnw: »vwrimnvnaw.vr: 'ne»nvii rn .. .. •. .. ... ... .. •. vm wn .. .mrQ,:.. ... ... .' .. 1111... .. .. .. .. .. 1111. ... :»wnv vn.n.mann.yranirn,<rnn.n.nnra.rn,xrn.:.vr, v�inwrrnnvinnrnrimnurrnx„nrnmvnrnv:nrnv.vonnrc....a<..».sr.....rmm�rn..:.nrnvr.m....,vrvuvn,.mvn.nvxxinwnnvu.»r.».n.nn�vonrmnvn.nrnv. f �y URFAC . LEA i 1111. .....:.. rr.,.v.rrn.n.nr<rn.n.. Bl 2 NtWZ-4 'F MW-OPW - 32T RS -1- 7T- f :E s EL �T��C € VANDAL. R �STANT W1 UFETIM ' : ��i�1 36000 r PCI YCAR A.T ,iwiiixiiix xrurii, „ , , ,r r„ r r r„ uri ,ir,riiii ni, a rixiix ,x x xixixx rniniixixn riu r ,ii ,ixwixixiix x xxiiwi,xiiiixiiixxiixi„ii xiimrliviixiixiiiixiiiwixxxii ri % ,i uiiiiiiiiiii/riiiixiiriiiiixi ,,ilii I ,rill riiiirir riii ri rr v r r r, /.,„r I r Iim ,i I r r r r r r x, r w,/ywrr r �gp��+p� f rr�rx.-g',�yq �./ g� 3 ,., �ww3�y g, y�y['f}7"fcm'''4,6yg p �,yp!�g '�p�y �+� ¢ G'' ry�'4, 1s�iJM�RFpgiiit f «� 'ffs!$347 YWS;3'"'� f�si '0.�i"➢G"'F t°'x^J0.'"I�.A ¢�f�i s v34F�7� J rx i„i r „i r ri„xrr ,iii I-11iliiiiwiiriiiiiiiiiiiiiriiiirrriiiri niiixi„iuiui iii ixxiiiixixmirwrirxiixiiii iiiiirixixiiiiimiiiii iiiiiiiiiir iri9 n riiiiiiixiiiiririnmiinii ,xiiiixiiriiimiiiiiiiiiimiiiiriiiiixiiiiiirxiiiiiiiiiiiii ,iiixixiiiiiiiiiiixiiixrriinm r n ri r r , /i rx .rrr .rr.:.,>rr f }�`e l g�+£ �, y�y+£y p �^'e y'*�� g'��g shyy��y�•� �y�f+,s 6"I.J�ti "ros'L.r�ii�i"""'EJV9,,,ii'4t JI�T'a,i LITK. ` f i c �3R , ASS XX=COLOR Bel ARCI ITECT � ,xvx.,m„xxiimix.,mi..,,r..r,...iinm.xnx,.,.mx,.xxiiiiim,.mxxmmvu..mnurrmxmnmrnxxxnx„xmxrn... ,n.,xx,..,ninxiai...nm. .nruixxnr.,r,....xruw..xvrvx ,in,.xxxiuxmx.,,.mn ' mm,q.,,,,, mryrx xr, ,,, m ,�, ,r„x .�i,.mrrinixii„iiivriunxirxunux.,.ma..m .u.,r„�muvvnxr...xx.,xmximxxni.,.xixii•...x. 'ri. rx,...iu,.,i.,,ir.,i..,xxi..x.,,v...ismxiimxnnmm.,xxrnxxixxrxx„i..iin�n„uxiimiumnruruuv,. xinir..r ,,. 1111 n nunxixxirrrixvrii ,x �p� .^fti3 R c i..} g ', I°fF'�EI^i 4 3 '�FL�4«*willVib.s FLAT CLEAR ���•4��;�F.,Ay •yt/. Tp� XTERIOR �' + r' 'ii�''Y{G �c.F"'LG.d %`•.T0.f�'"iR.A'S. k6y +. SL .}�a(xr�[//.����y=#, 4 A7Slidri y�.�i f+.*`7x:3.XS.fi"'�"6r'i..kA_..i,ti4 9 AA"YaJS�6.a ii f m.,.mmmx,m mmx.............w,.,,,,x,,,,x,,..m..,,x,.,.,mmxxxmx.w.,.wxxx„wxm,..w,..,...wrx,,...,.r.,xm...xxmx.. G4/y,.r.,,x,..vx....,..n..xxx,« x...mm,.mmno.,.w,x•.,mmxwM,. m 3 f 1 mxmmmm..,mm ..v,.o.,..xx,.w...o,�.xmxmx..,.mmm...mm,.,x, m...,w..,m.w...rxx,.u,....,.:...ur«,.......,.....m...m �� m mmm,wmm,.+..,,.,mx.,.m..,n.,.. mmmm m.w,,.m t .x.,,.,,r.,,. ,m , P/46 l DL8HF-1-42P-RS-DV � PAR -c -8 GE g 4 ' PLS" 42 ELECTRIC TEP RED SSS � AT RPR ,'ttt'ANDAL R a'STA "'4 1 : '� 4G L , f iLIFE11M WARRANTY f ...,,..,...,-. .............._...,._.,.»...,.,..,.,.....w f i,.i':ia�3�,f3 G3'6.x.L.L.d"'Ai'�E.i 41 /��!«�y��y,//M,,p f ?COOL HITE 3 LED DRQ. R J IDEMAAND RESPOWE s2 V R t 2m l W 3r -c 1M £ - i WC ICOL BY AR IT Drawn: A ERS�I ELD SPORTS VILLAGE Designer: checked By P H ASE 1 SOCCER COMP LEX 7.9-166 r • i • 0 1 if -1 a a W U- W SHEET N0. y 2 3 , - �� a 0 i F a W U- W SHEET N0. y 2 3 BE53011 3"G. IA114#4101#4 6ND-- H3-5 U 5/4"G.N/2#121#12 6ND BE5301 !IEE \aE536ri 13E-5301-1 5"G. W4#4/01#4 (5NO ' I "G. kql4#bAI0 6ND(2) I"G. K/2#121#12 6NI? 1-13-5 BE55011 WTRAFFIG RATED LID, < 4 TYPIGAL ( 5EE F E-0 3/4"G.W2#121#12 67NI? 41 PARTIAL ELECTRICAL SITE PLAN NOTES < > LIGHT. ING CONTROL PANELS "LCP1" AND `,`LCP2" SHALL BELC&D BLUE BOX, MODEL #GR1408LT/8-DTC-HL-SM. u u u SURFACE MOUNT 12".x 12" x 4-" TERMINAL CABINET. WITH PLYWOOD BACKBOARD. TELEPHONE LINE FOR LANDSCAPE CONTROLS PROVIDED BY OTHERS. COORDINATE WORK WITH SITE ELECTRICAL CONTRACTOR. COORDINATE CONDUIT FOR LANDSCAPE CONTROLS WITH LANDSCAPE CONTRACTOR. < > SURFACE MOUNT 128-x 12"' x 4"TERMINAL CABINET WITH PLYWOOD BACKBOARD. DATA LINE FOR FUTURE BY OTHERS. D 'ORK WIH SI TTE ELECTRICAL CONTRA, CTOR. if COOR INATEW y OUTDOOR b AREA 86 ! it in A IL 11--1 fit lilt 311G. VV4!?#4� 4 6NAD, HI -5 WWO ino HI -5 C-7 "G. YV2#121 1#12 6ND 41 HI -5 HI -5 E5301-7 TRANSFORMER "Ti" PANEL 11L 111 111G. N14361#101#4 CND U11101 1#4 GNI 3"G. Yq14- IO ,#4 I"G. Pq/2#Ipj#I2 6ND HI -5 BE5301 T� ,. ^ i F 0 H3-5 1141 . . . ........ ..... ...... /6 41j 116 GHAN&E H3-5 RM 41 STOR. G. PV4#4/01#4 6NP b (2) I"G. W4#bj#I0 6ND . . ... ...... ..... H3-5 BE53011 311G. W4#4/0,#4 c -;ND BE5301-1 3/4"G.W2#121#12 CND (2)1"G. N14%,#10 GOND H3-5 I"G. P4/2#121#12 6N0 H3-5 46 PARTIAL SITE ELEGTRIGAL PLAN N File oes9�er: CITY OF BAKERSFIELD, CALIFORl"N11A PUBLIC WORKS DEPARTMENT Job No.:e2007-100 BAKERSFIELD SPORTS VILLAGE Date: 10-15-08 Checked By. PHASE 1 SOCCER COMPLEX REVISIONS No. DATE DESCRIPTION "S 2 4-71 7.9-166 0 1 n M 0 • Lij ry Lij SHEET NO.-] < E-1 I M 2 3 pqp OUTDOOR AREA T -1/2 "G. W/15/2 GABLrz, TYPIGAL f 61 VENDIN6 MAGHINE5 H Lim N Cif - ENLAR6ED ELEGTRIGAL—RESTROOM AND GONGESSION PLAN OUTE)OOR AREA il GHANC5E RM. I wom Nplomo i ELEG. LT IL I A a CHANGE JGI 5 RM. w TRAN5FORMER ','Till 5 7 4—Z PL r _1"G. K/3#101 #10 6ND, LI -2,4,6 30A 3P 20bV GHAR6ER GONTROL5 -1-5 5EE� e- B REVISIONS DATE DESCRIPTION 2T 1431 ELECTRICAL PLAN NOTES < 1> CONTRACTOR SHALL PROVIDE JUNCTION BOXE$, CONDUIT, CABLING AND TERMINATIONS FOR AUTOMATIC BATHROOM FIXTURES. TRANSFORMERS F.B.O., COORDINATE WORK WITH PLUMBING CONTRACrOR. < > EXTERIOR RECEPTACLE SHALL BE GF1 WITH LOCKABLE WEATHER PROOF IN -USE COVER HUBBELL #WP26M OR EQUAL, TYPICAL. N N LIGHTING PLAN NOTES < > WALL MOUNT MOTION SENSOR SHALL BE SENSORSWITC H DUAL TECHNOLOGY MODEL #WSD-PDT-2Pf TYPICAL. CEILING MOUNT MOTION S0,4SOR SHALL BE SENSORS.WITCH PE >EIXC ENGINEERING DUAL TECHNOLOGY MODEL #CMR-P`DT-2P, TYPICAL L I G H NG DESIGN CA REGI ON NO E13083 05214-1 5500 MING AVENIM, SD WE 251 BAKSMULD, CA 93309 (661) 831-7851 M (661) 831-7813 email ; maloneyQjmpe.net www43pe.net N "I 8 LPI ____1 F E.F. rl*- CT 'o 0 F_ LOF C!A\ _:W 01 � �/ I rl*- 0- M C5 C= MOTION 5EN50 roNTAcT5 V) EXHAUST FAN CONTROLS nn N ENLARGED LIGHTING—RESTROOM AND GONGE5510N PLAN 5GALE.- Ilb"=V-O" File Nam e_:_ Drawn BAKERSFIELD SPORTS VILLAGE CITY OF- BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 2007-100 Designer: Date: 10-15-08 Checked By. PHASE 1 SOCCER COMPLEX 8000 4MGJ�W of go vov�v - uk" be bsoW boAn ® i *pwA flo swMe 18 be ad NOW ftv bars's YM V) 0 7.9-166 V) ry SHEET NO. ELECTRICAL RESTROOM AND CONCESSION PLAN; E-2 i'IGHTING RESTROOM AND CONCESSION PLAN• 0 1 2 3 REVISIONS DESCRIPTION wl FUSE 304 oho OR � DISCONNECT SN7TCN )J4 / / ' UPPER R • I ! POLES • I ;t r' r ) r U6 GROUND ROD J. w-rEQUIPMENT GROUND POWER UNDERMUND w SIZED•. PER OR UNLESS UNIW9 INDICATM ON THE PLANS 011 CL PE4J rd F NORM&LY OPEN CONTACT CON/ Uff AND WREE KEY *M /Sr.:: ".. L --w CONDUIT SIZE IN INCHES 111w GROUND WIRE SIZE IP r"' #"` SIZE )w NUMBER OF CONDUCTORS ONE r 6 AM GRO0N0 KRE CONDUIT / ' '°r ♦ r" 1 / (NOT ALL SYMBOLS USED) DEN07ES► )D / DIRECT BURIED CON&11T I )RUN EXPOS&D 84RE COPPER GROUND RING CONDUCTOR IT CONDUITO E RU CONDUff E RUN — HASH MARKS INDICA UM OF 112CONDUCTOfiS. LONG S7ROKES' INDI NEUTRAL CONDUCTOR, S INDICI PHASE OR CHED CONDUCTORS, S7XOKE WnH DOT IND" GROUND CONDUCTORI • Ljri engineers 16799 East Palisades Blvd., Suite 202 Fountain Hills, AZ 86268 Phone: (480) 816-5541 Fax: (480) 816-5540 Q�.®FESS,0 Q�i��G•ALCpR,� < O v� W( NO: 96786 t>r SEP. 30, 2010 7.9-166 Fft Name 07060 KEL BAKEFOR�—monmr-0 SHEET NO. Job 1 T Y ( wam) F B A K"' " E R I E L D /AAmLI1"%'xv0"1 MIA PUBLIC WOWS 11, i A I EW .: KEL if Date 5/07/09 CA 'wft—ma� AND' AE93FIEMATIONS SE OF 40 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. Jp r r> i w r r / r r t s r r �w s I # w w r w •` r s A r. r' • r w #°I REVISIONS DESCRIPTION wl FUSE 304 oho OR � DISCONNECT SN7TCN )J4 / / ' UPPER R • I ! POLES • I ;t r' r ) r U6 GROUND ROD J. w-rEQUIPMENT GROUND POWER UNDERMUND w SIZED•. PER OR UNLESS UNIW9 INDICATM ON THE PLANS 011 CL PE4J rd F NORM&LY OPEN CONTACT CON/ Uff AND WREE KEY *M /Sr.:: ".. L --w CONDUIT SIZE IN INCHES 111w GROUND WIRE SIZE IP r"' #"` SIZE )w NUMBER OF CONDUCTORS ONE r 6 AM GRO0N0 KRE CONDUIT / ' '°r ♦ r" 1 / (NOT ALL SYMBOLS USED) DEN07ES► )D / DIRECT BURIED CON&11T I )RUN EXPOS&D 84RE COPPER GROUND RING CONDUCTOR IT CONDUITO E RU CONDUff E RUN — HASH MARKS INDICA UM OF 112CONDUCTOfiS. LONG S7ROKES' INDI NEUTRAL CONDUCTOR, S INDICI PHASE OR CHED CONDUCTORS, S7XOKE WnH DOT IND" GROUND CONDUCTORI • Ljri engineers 16799 East Palisades Blvd., Suite 202 Fountain Hills, AZ 86268 Phone: (480) 816-5541 Fax: (480) 816-5540 Q�.®FESS,0 Q�i��G•ALCpR,� < O v� W( NO: 96786 t>r SEP. 30, 2010 7.9-166 Fft Name 07060 KEL BAKEFOR�—monmr-0 SHEET NO. Job 1 T Y ( wam) F B A K"' " E R I E L D /AAmLI1"%'xv0"1 MIA PUBLIC WOWS 11, i A I EW .: KEL if Date 5/07/09 CA 'wft—ma� AND' AE93FIEMATIONS SE OF 40 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. I REVISIONS No. DATE DESCRIPTION 2T 3 X4 19 of A LC 0 co 3 NO: 16786 m w m SEP. 30, 2010 TR 05-7-09 engineem QCR)e 16719 East Palisades Blvd., Suit- 202 7.9-166 Fountain Hills, AZ $5268 Phone: (480) 816-5541 Fax: (480) 816-5540 Flo Name: 07060 Drawn.- KEL IL Oil! TEMILAGE I A Job No.: 316&01 DWgnW-. KEL PUBUC WOFKS twEs"AAKERSFEELD Cw�;A I rowi " Nk" I A U=rA Dotc 5/07/09 Chedcled By. CA F44AM I OVERALL POMIM FI=M 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 SHEET NO. SEOO OF 40 —7---T—, 2 3 PROPOSED LOCATION OF UTILITY 7RANSFORMER, SES AND SWITCHBOARDS SEE SHEET SED? FOR SINGLE LINE DL4GAAM 0 P400 s Y P400 P1202 P1202 P1204 P1206 J Ii P1205 P2200 P1206 P2202 P2200 —P,2204 -----,P2202 J R�203 P2204 P2205 P2.206 P2206 P005 <f CSPC2 PWS CSPC2 s 1-2"SPC A& om^ek Spc ' 19-2##C(FU7 1-2'C(MWRE) 6 6 S24 P005 P400 P2= P2200 P2204 P2M, At 205' P 106 A7�8* A 4­r!08.o A--10 /-2"Spc_ k I moo moo-- "0 awwwwwww"o aw PIZ am �j V P1 Dir 1"2 T j A+-10 P1,?06 mawme CSPC2 �7 I 00, //f A -42I I . .................... S25 ............. It A, N > AJ I . . . . . . . . ... . . . . . . . . . . . . . . . CO .. . ..... . . . . . . . . . . P1206' .......... ...... .............. ....... .• ... 4000 000� A-1 S23 H Pool IP002 RECEPTACLE P/203 F12b2 A-2 m V- A -1, A-8, A-40 .......... L_ --J SIGN ...... -IN ---------- F 7 POO/ f ... J60 L- 4 21 2 POO/ P002 57 VYPY 7 -7 77 P1202f, P1201 A—I* A-8, — ------- -- o2t Pw/ c_ - S19 30KVA MINI—POWER CE7V7E7R m /� i % t � � � f"�Yi � � R.y jf � y P1202 LF1 No. DATE DESCRIPTION CSPC2 P 1204 P2202P22 Lill 7 = 1 P1205 pcl cs 24-21(��(FTURE) ffZU Z J 2-2"C(FU7URE) I T........ .. .... .... A A —Jo A A7,15 J...... T ....... POO .... r P1200 S14 .... _� .:: L ... ........ Ammmommmomo moo 4� 4� am slw� am Ammmmw� 4� J8 ew 00.4. -f . . . . . . . JBF— P1102 P1104 P1105 3 P003 4. . . T 'POO4 . A 5 _14 PJOO _4 P/ 00 ... P//Oj P/103 PO 6 .• ........ P609_____-__.__.----- P1105• ......... A-4 A-4 S15' .... . ......... CSPCI 110, t'' —5 L _A .... ........ f 6 Fl F f PA102 1 _L20014 P003 .......... Pw PO4 J I PM4 A-6 ......... m MATCHLINE SEE SHEET SE02 n, Iff r -A Uj z 1 3: P2200 'S-47 P2202 PV04 Pv0J P2205 P2206 GENERAL NOTES M05 A—A A-10 1. CONTRACTOR SI-14LL AWNTAIN 12" VERTICAL 122##C(FU77JRE) SEPARATION WHERE ELECTRICAL CONDUHS CROSS 4-2"C(FUTURE) IRRIGATION LINES. SEE CIVIL PLANS FOR U7X17Y CONFLICTS. SWEEP CONDUITS UNDERNEATH NEW IRRIGATION LINES. 2, CONTRACTOR SH4LL AWNTAIN (3) FEES'' HORIZONTAL SEPAR477ON WHERE ELECTRICAL. CONDUITS RUN PARALLEL TO IRRIG477ON LINES. J. SEE SHEET SE08 FOR CONDUITICONDUC71OR SCHEDULE.• P2100 P2101 P2102 P2103 P2104 P2105 SIGN A -7v A-9, A-11, A-12 KE --Y,- ED NO REVISIONS P1202 (D No. DATE DESCRIPTION CSPC2 P 1204 P2202P22 Lill 7 = 1 P1205 P2204 P2203 24-21(��(FTURE) 2 P2205 2-2"C(FU7URE) P2206 T........ .. .... .... A A —Jo A A7,15 J...... T ....... POO .... r P1200 S14 .... _� .:: L ... ........ Ammmommmomo moo 4� 4� am slw� am Ammmmw� 4� J8 ew 00.4. -f . . . . . . . JBF— P1102 P1104 P1105 3 P003 4. . . T 'POO4 . A 5 _14 PJOO _4 P/ 00 ... P//Oj P/103 PO 6 .• ........ P609_____-__.__.----- P1105• ......... A-4 A-4 S15' .... . ......... CSPCI 110, t'' —5 L _A .... ........ f 6 Fl F f PA102 1 _L20014 P003 .......... Pw PO4 J I PM4 A-6 ......... m MATCHLINE SEE SHEET SE02 n, Iff r -A Uj z 1 3: P2200 'S-47 P2202 PV04 Pv0J P2205 P2206 GENERAL NOTES M05 A—A A-10 1. CONTRACTOR SI-14LL AWNTAIN 12" VERTICAL 122##C(FU77JRE) SEPARATION WHERE ELECTRICAL CONDUHS CROSS 4-2"C(FUTURE) IRRIGATION LINES. SEE CIVIL PLANS FOR U7X17Y CONFLICTS. SWEEP CONDUITS UNDERNEATH NEW IRRIGATION LINES. 2, CONTRACTOR SH4LL AWNTAIN (3) FEES'' HORIZONTAL SEPAR477ON WHERE ELECTRICAL. CONDUITS RUN PARALLEL TO IRRIG477ON LINES. J. SEE SHEET SE08 FOR CONDUITICONDUC71OR SCHEDULE.• P2100 P2101 P2102 P2103 P2104 P2105 SIGN A -7v A-9, A-11, A-12 KE --Y,- ED NO P005 P1202 (D P400 00 CSPC2 P 1204 P2202P22 1-2##SPC P1205 P2204 P2203 24-21(��(FTURE) P1206 P2205 2-2"C(FU7URE) P2206 P1200 P2100 P001 PJOO P1201 P2101 P002 A-2 p1loo P2102 p00,3 CSPCI P1101 P2103 pOO4 P1102 P2104 pOO6 P1103 P2105 Polo P1104 P1105 P1200 P2100 P001 P-300 P1100 P2101 P002 A-2 P1101 P2102 pL,70j CSPCI P1102 P2103 P004 P1103 P2104 pOO6 P1105 P2105 polo P1200 P2100 P001 P300 P1101 P2101 P002 A-2 P1102 P2102 P003 A-4 P1104 P2103 P004g CSPCI P1105 P2104 P2105 poo P1102 P2100 P001 A-2 P1105 P2101 P002 A-3 P2102 POOJ A-4 P2103 P004 A-6 P2104 P009 SIGN P2105 40 20 0 40 80 SCALE FEET I pkF1 : f, a ly, Tj a Q oFESs/o, G - A L C N, co 0NO: 16786 m SEP. 30, 2010 z U4 m TR ?:r" %0001, 01 05-749 X engineers WY COMMENTS 16719 East Palisades Blvd., Suite 202 7.9- 166 Fountain Hills, iv- 85268 Phone: (480) 816-5541 Fax, (480) 816-5540 Fl® Name: 07060 Dmwrc KED Ar--Iqa U Job Na:3168.01 D iper. KEL EkAKJEFSF:ELD ts VLLAGE�'""i�IS� I %AOZO�'ITY OF BAKERSFIE:LD, %4".;"kALIF0RNIA PUBJC WOWS ANNS. womb, .Nm- mft_� %Now WIIII X WtS: 5/07/09 eked By. cA I SOCK—Mmn (XiilliiiiIIPLM MEW -qmw� qmw� FLM 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 OR ENGINEERS, INC. PJOO P//00 P//0j P006 P009 CSPCI Ilk 1pd 000 1 ["K NO I I I t. ■ SHEET NO, SE01 OF 40 SHEET NO, SE01 OF 40 MATCHLINE SEE SHEET SE01 X, 03)0 Pq)O ru m cSPC1 F—" ff C$pci if P300'I 0 P006 P009 RECEPTACLE CSPC1 S7 P//00 3, C) 1 CSpC1 -j P006 A-6 ........... I I ' �. 1-0300 P009 CSPCI il f VT --Ne 11 P/101 A-6 Pi 2 P;q 03_j P P004 r �i If i A j - p4 PO If t P1102, f S9 U 7— Poo Y F2 P003 P004 ......... ... ..... K. ... ..... ...... . .. ... ..... 77 ........... ��`777 F1 F1 7- 7 7 N 'F1 F1 MATCHLINE SEE SHEET SE03 Fie Name 07060 CITY OF BAKERSFIELD, CALIFORNIA PLABLIC VVOWS [)WAjrnWjqfr Job No.: 3168.01 Date: 5/07/09 REVISIONS No. DATE DESCRIPTION GENERAL NOTES CONTRACTOR ShALL hWNTAIN 12" WR77C& SEPARATION WHERE ELECTRICAL CONDUITS CRM IRRIGATION LINES. SEE CML PLANS FOR U77U7Y CONFLICTS SWEEP CONDUITS UNDERNEATH NEW IRRIGATION 7ON LINES, 2. CONTRACTOR .SHALL MAINTAIN (3) FEET HORIZONTAL SEPARATION WHERE aXMICAL CONDUITS RUN PARALLEL TO IRRIGATION LINES: J. SEE SHEET SE08 FOR CONDUIT/CONDUCTOR SCHEDULE. 0 0 LIJ V) F- Uj Uj m V) w U) Uj Z -i r 40 20 0 40 80 ff I SCALE FEET KEY MAP O A& CITY COMMENTS CR)engineers 16719 East Palisades Blvd., Suite 202 Fountain Hills, AZ 85268 Phone: (480) 816-5541 7.9-166 Fax: (480) 816-5540 Dmwn: KEL BAKJ3VN=1RM SPCFM VI.LACM PHAW I Deeigner. KEL a Chwked By CA FKA 1 ---ER COWUM 80 -CER POVVM PLM 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 OR ENGINEERS, INC. 0 SHEET NO. SE02 OF 40 2 3 I -__REVISIONS F_ 111111�31111111 DESCRIPTION 171 / / WE WE WE Q&ER ..AL NOTES I. CONMCTOR SHAU MAIAMN 12" WR77M SEPAMTION WHERE aECMIM CONDUM CROSS IRRIC-AnON UNES. SEE CML PUWS FOR URUM CONFUCTS. SWEEP CONDUM UNDERNEATH NEW IRMA nON UNM 2. COWMCTOR SMU AWWAIN (J) FEET HORIZOWAL SEPAMMN WHERE aECMIM CONDUM RUN PARAUEL TO IRRIG477ON UNE& T -11 '0 p4qp LCLED jjDLES sw-up Aw c4p FuTuRE cowurl 1 A I/ r_ V 11, A A 0 OFESS Al LC 0 NO: 16786 rr rn SEP. 30, 2010 12171Z 4 1 7" 1 10 , rzm'1m= Date: 5/17/1g engineers 16719 East Palisades Blvd., Suite 202 Fountain Hills, AZ 85268 Phone: (480) 816-5541 Fax: (480) 816-5540 11177r, 7 , 1, v � 0 4 0 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. 7.9-166 0 SE04 OF 40 171 / / 271 / / WA 471 / / Lt A REVISIONS DESCRIPTION CE -N.. -ERA L NO CON -ACTOR CONFLICTS. SWEEP CONDURS UNaMNEATH NEW IRRIGAMN LINES. 2. CONMMOR SHALL UUNTAIN (3) FEET HORIZOMAX SEPARA77ON WHERE COMDUnS RUN PARALLEL 70 IRRIG477ON UNES. CRengineem 16719 East Palisades Blvd., Suite 202 Fountain Hills, AZ 85268 Phone: (480) 816-5541 Fax: (480) 816-5540 Q�pFESS�,�� PIA, LC�}R� � 4 NO: 16786 M SEP. 30, 2010 X T P, Fo�r� 05-7-109 7.9-166 SwUm 4218/4M7 at the mart fume an mwn bw bs bellom o -pwmit to wwvate will 1�did. be Call (2) wa*bg dc" beft" you dw Fie Nom 07060 KED "� SHEET N4. dMI 11111111 Job C"""ITN my u" F mm A Kt=RSFIELD, %0.w*;6'AL1t"0%.oP1N1A PUBUC WORKS U i ffi,�IIIE9�ff .: SEL EMMQ8PAFE1J:> Its Dotc 5/07/09 Chedcad By. GA PHAM I POVVMR PLOMSE05 OF 40 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 FORM MA IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. O 1 2 3 FAM m, I 1 11 !, 1a+, 5/o7/or A REVISIONS i 1 aDESCRIPTION 171 / / GENERAL, NOTES COMaICTS. SWEEP CONDUITS UNDERN64TH NEW .. ♦.>.. 2. CONnMCTOR SMU AWMAIN (3) FEET HORIZO&TAL CR�,�) Y neers 16719 East Palisades Blvd., Suite 202 Fountain Hills, AZ 85268 Phone: (480) 816-5541 Fax: (480) 816-5540 19 OIFESS10 G,ALC0ySi` co W N©:16786 SEP. 30, 2010 7.9-166 Dmwn-. KEL 8AKf3V*:13mD Woqu" tj VLLAM PHAM 1 DWigner. KEL Y GA 4 .lu80CoX::M MVVM PLM 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. It SHEET O SE06 . 4t.. 1 2 3 JUNC77ON -• OUT51DE OF CONCESSION BUI r r n' NEW 250QA, 480/27N,ZEN 4W SERVICE ENTRANCE SEC BRACED AT 60K A1C, NEMA 3R. PROVIDE LOCKING BAR PER DETAIL 846. M urtun METER . 2 - 2 800A S100 G PI00 • �800�A 5 �4 GND 800A 5300 f c A3 6 i f i ! • ! <� i • i ! • i ,"� i • r* r w. • ). r • s s w • r • w • r POLE POLE POLE POLE POLE POLE S7 Sa S9 1 SOCCER FIELD • 600A FUTURE POLE POLE POLE S500 3P 0 FTELDS P200SOCCER 8131 • FUTURE a) THE T SHALL SUBMIT A COMPLETE SET F DRAWINGS 600A SOCCER ELECTRICAL0-e""lliN TO L F S600 3P 0 RELDS TO PROCEED. ::. b) THE cwmcm sHALL T r, NEMA 3R E E TO THE SES, RIE (FUTURE MOSFORMER (PRIMARY OR SECOND4RY), CONNEC7701V POINTE � THE U71L17Y. ltgiT BANK) c) THE CONTRACTOR SHALL NOTI ! is THE SES OR ANY U77LITY EQUIPMENT SOCCER FIELD N0. SWITCHING CINEM ETC.) PRIOR TO RECEIPT OF RM4L PLANS FROM E U77L17Y. -P300 I 0) d) THE CONTWTOR SHALL NOT BE COMPENS4 P002 WORK REQUIRED 70 MEET 774E REQUIREMEN7S P004 WHICH IS THE RESULTE T OF A P005 RNAL U77LrTY DESIGN. 0 it r .• r A N =.IPA_- i r r r` �► i 60A I • r .; • r •; A POLE POLE POLE POLE POLE POLE POLE S14 S18 S20 S23 S24 S24 S25 ::. •LIGHTS r, NEMA 3R (FUTURE BRACEDAAAJ OK Al � t ltgiT BANK) J ! is SOCCER FIELD N0. 5 do 6 P001 P002 P003 P004 P005 P006 A A .�� 2P n� 2PA �/ 2PA n/ 2PA n/ 2PA n� 2P NORTH NORTH SOUTH SOUTH PATHWAY FAIR PLAY PARKING PARKING PARKING PARKING UG14TS STREET LOT LIGHTS LOT LIGHTS ::. •LIGHTS r, NEMA 3R 30A 30A 30A60 s fr r r, • . w, . • ., • • • • r POLE POLE POLE POLE POLE POLE 21 S17 S22 S26 S27 S27 (FUTUR LIGHT AN SOCCER FIELD NO. 7 & 6 `il BLOCKS SHALL ESE LUG ADAPMRS TO A SIAIGL UbLE ACCOMMODATE WIRE SIZELIMITS. FVWERDISTRIBU77ON BLOCKS SHORTTHAN THE AVAILABLE Ili lid' ON THE BUS. ® ALL PHASES SHALL BE BALANCED. No. DATE a 3 / / iii r- r DESCRIPTION CUSTOl SECTION 20A 20A 2P 2P 14Cu - UL _41SC (7) spa tRAwsFORMaz 4e0 -120/240v, 0 �Oc„ l goon t� (s) 56 f 3P 20A � 2P i 0_1 30KVAr MINI -POWER Y• • ! • CENTER • •." 480-120/208V ::. r, NEMA 3R BRACEDAAAJ OK Al t ! is i r I p�pl'ESsjpN 1`LCp2 < W NO: 16786 SEP. 30, 2014 —7 ® CON71MCTOR S84LL PROVIDEE KEEPING engineersC;R aECMICA EOUIPMOVT. HOUSEp EXIEND at ON I ®1 16719 East Palisades Sivd., Suite 202 7.5, �.AND ea I , Fountain Mitts, AZ 85268 FRON• Phone: (480) 816-5541 Fax: (480) 816-5540 e le Name 07000 KEL BAKE9:9*9B=JD VIMLACM PHASE 1 T %000 %aHN A PUELIC WORKS F% 0"'F twm3hAa Kt=R8F"m11=LD, CALI1 n • KEL Afflft­mlll� Date: 5107109 CA KOM I INLAX04m SINGLE UNE DIAGRAM 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 i WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMI5SIC60 IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. f 0 SHEET NO. SE7 OF 40 3 � � 1 2 3 CIRCUIT/DESCRIPTION ,, a .. . THREE SETS OF THE 'FOLLOWING: ! ! • a ! GN R, 15.00 : �• !! t ! i CONNECTED AMPS PERPHASE ! • s ! CIRCUITl ! i ! 1! 2 20/1 :3 SETS OF THE FOLLOWING: !KCMIL 4/0 NEUTRAL, 0KCMILGND 0.04 ! #10 G N R 3.00 SUBTOTAL ff OF LARGEST•, i• TOTAL AMPS @8O • AR E SERMCE ," {' !• !i 06 2500, ! W '111 11111111111ppii� 11�� i? Up v ELECTRICAL CONDUIT SCHEDULE i .. " ...., ..... ... ., ,, a .. . THREE SETS OF THE 'FOLLOWING: ! ! • a ! GN R, 15.00 : �• !! t ! i CONNECTED AMPS PERPHASE ! • s ! CIRCUITl ! i ! 1! 2 20/1 :3 SETS OF THE FOLLOWING: !KCMIL 4/0 NEUTRAL, 0KCMILGND 0.04 ! #10 G N R 3.00 •« "' OF 'THE O#, !WING,!JUNCTION NEUTRAL, #3 GND x BOX AT CONSCESSION BUILDING 360 m1 = 3- 1/0, 1/0 GN D 1 uPOWER, i N E FOR RECEPTS AT FIELDS x 2,983 #4 G 344 ND 3 1920 j MINI POWERZONEAT ;IRRIGATION PUMP STATION,� FIELD RECEPTACLE ,ft� i it ` • m 'at��%�'�1�' -� IRRIGATION PUMP STATIOW CONCESSION BUILDING SPARE, COMMUNICATION 20/1 ,-. + 0.04 FIELD RECEPTACLE 25 1 R 51,700 FIELD RECEPTACLE� _ 0.96 aA t 1920 J r 0 r! -s. ( M.y. ?x`:t... <,i,f`s y 1 t 4 a 1 i J$ � � t ~ � �' x Mir MELR �11346, #6 GND 1.73 POLE S24 10.00 x FIELD RECEPTACLE 0.50 ILPOLE S24 (FUTURE LIGHTS)___, 1 + FIELD RECEPTACLE FIELD RECEPTACLE 20/1 11 1920 0.03 !sc(7)= ;FIELD RECEPTACLE x 480 • / s/. i:.. • i 1. FIELD RECEPTACLE . 208 • 1 • i j,ITI ., #6 GN i •R _. • f8= • i A 3431 #3 GN D ... x 620 0.97 FIELD RECEPTACLE 1 + r ''i A i •` i • Isc(2)= R • . I . R •; x - 50,325 f3 = s 346, R t 1760.00 x 51,700 0.7 0.4 NOTES: �`'(.,4z,Y%?-:+�o:Y^. �. J`S'o.Js�"� �f� 'li,,�_y,.x '�3�- ^,-6✓ry,, > t't Y! { ('� '( 20/ = 4.42 21 3.00 x 480 x ! ! ! 3.0 ' w •LIGHTS NORTH PARKING LOT .!! x ! ! RLIGHTS 781 'NORTHPARKING # • !!- 25% OF CONTINUOUS & UGH-IINCTIAAD VA 248 #8 GND :LIGHTS PARKING • l ! Iii2410, 19= #10 G N RLIGHTS + PARKING IO • ,� 1 • ; •.; G N f, Isc(3)= PATHWAY 1 0.18 12410, #10 GN D 0.0 !PATHWAY LIGHTS •!! 1.73 , , R! 700.00 PATHWAY �f ; .,�u.. ..moi M9= CODE KVA PER PHASE 1 r ! 1.73 THREE SETS OF THE 'FOLLOWING: ! ! • a ! GN R, 15.00 : �• !! t ! i CONNECTED AMPS PERPHASE ! • s ! CIRCUITl ! i ! 1! 2 20/1 :3 SETS OF THE FOLLOWING: !KCMIL 4/0 NEUTRAL, 0KCMILGND 0.04 !i! DI N N ECT AT SCO iIRRIGATION PUMP DING 3.00 x "' OF 'THE O#, !WING,!JUNCTION NEUTRAL, #3 GND x BOX AT CONSCESSION BUILDING 360 m1 = 3- 1/0, 1/0 GN D 1 uPOWER, i N E FOR RECEPTS AT FIELDS x 2,983 #4 G 344 ND 3 1920 j MINI POWERZONEAT ;IRRIGATION PUMP STATION,� FIELD RECEPTACLE ,ft� i it ` • m 'at��%�'�1�' -� IRRIGATION PUMP STATIOW CONCESSION BUILDING SPARE, COMMUNICATION 20/1 1 + 0.04 FIELD RECEPTACLE 25 1 R 51,700 FIELD RECEPTACLE� _ 0.96 aA t 1920 J r 0 r! -s. ( M.y. ?x`:t... <,i,f`s y 1 t 4 a 1 i J$ � � t ~ � �' x Mir MELR • i x[FIELD RECEPTACLE 1� 1.73 x 10.00 x FIELD RECEPTACLE 0.50 v :.x 1 + FIELD RECEPTACLE FIELD RECEPTACLE 20/1 11 1920 0.03 !sc(7)= ;FIELD RECEPTACLE x 480 • / s/. i:.. • i 1. FIELD RECEPTACLE . 208 , , R • i j,ITI i RECEPTACLE •R _. f8= • i A RRECEPTACLE1.� IIID■ ... x 620 0.97 FIELD RECEPTACLE 1 + 1 1 i ''i A i •` i 0.60 Isc(2)= R • . I . R •; f1 = 1.73 x 15.00 x 51,700 FIEI,,D RECEPTACLE 20/1 MOUN INQ SURFACE CONNECTED AMPS PERPHASE ! • s ! CIRCUITl ! i �J ,` i;.� ,.S" .?u.S i Yyf +~y •P ; c,? p s" � A �\I'1 .sem . � .., 2 20/1 �- 0.04 • ! DESCRIPTION 3.00 x 480 x 22,737 360 m1 = 1.73 1 480.00 x 2,983 20/1 3 1920 j 2 FIELD RECEPTACLE ,ft� i it ` • m 'at��%�'�1�' -� 0.96 20/1 1 + 0.04 x 25 Isc(1)= 51,700 x 0.96 aA t 1920 J r 0 r! -s. ( M.y. ?x`:t... <,i,f`s y 1 t 4 a 1 i J$ � � t ~ � �' x - 492665 12 = 1.73 x 10.00 x 51,700 0.50 v :.x 1 + 0.99 FIELD RECEPTACLE 20/1 11 1920 0.03 !sc(7)= 3.00 x 480 x 22,737 3,445 m2 208 1 14 20/1 f8= 1.00 x 480.00 x 620 0.97 1 + 0.03 0.60 Isc(2)= 511700 x 0.97 x - 50,325 f3 = 1.73 x 1760.00 x 51,700 0.7 0.4 NOTES: �`'(.,4z,Y%?-:+�o:Y^. �. J`S'o.Js�"� �f� 'li,,�_y,.x '�3�- ^,-6✓ry,, > t't Y! { ('� '( 20/ = 4.42 21 3.00 x 480 x 241721 3.0 3 = 480 1 0.63 x 620 781 240 25% OF CONTINUOUS & UGH-IINCTIAAD VA 0.0 0.0 0.18 19= 1 + 4.42 x 1 Isc(3)= 517700 x 0.18 0.0 0.0 9,535 % = 1.73 x 700.00 x 51,700 M9= CODE KVA PER PHASE 1 0.7 0.4 4.67 3.00 x 480 x 9,317 0.02 m4= 1 1 48.31 6.0 3.0 ISC(9)= 480 x 0.02 x 50325 = 0.18 1 + 4.67 Isc(4)= 51,700 x 0.18 - 97535 J5= 1.73 x 850.00 x 49,665 Now 16.33 1.®® x 480 x 9,317 m5= 1 0.06 1 + 16.33 Isc(5)= 517700 x 0.06 - 2,983 16= 1.73 x 1760.00 x 49,665 FIEI,,D RECEPTACLE 20/1 MOUN INQ SURFACE CONNECTED AMPS PERPHASE ! • s ! CIRCUITl ! i �J ,` i;.� ,.S" .?u.S i Yyf +~y •P ; c,? p s" � A �\I'1 .sem . � .., 2 20/1 CIRCUIT 82.39 • ! DESCRIPTION 1.00 x 480 x 3,824 360 f7= 1.73 x 480.00 x 2,983 20/1 3 1920 j 2 FIELD RECEPTACLE ,ft� i it ` • m 'at��%�'�1�' 3t; 0.99 20/1 1.00 x 100,000 x 25 m7= 4 1 SPARE aA t 1920 J r 0 r! -s. ( M.y. ?x`:t... <,i,f`s y 1 t 4 a 1 i J$ � � t ~ � �' x O Llf/ 1 zr(. .r r .i ,,n (° �. �.a ai ��`4s FIELD RECEPTACLE 20/1 9 k`1920wr -- 0.50 v :.x 1 + 0.99 FIELD RECEPTACLE 20/1 11 1920 !sc(7)= 480 x 0.50 x 2983 = 3,445 LA 208 14 20/1 f8= 1.00 x 480.00 x 620 16 20/1 At � l\a t �iA •�>wl F �t k :4 -..t.,,.\ ... .- ,,,>4> -J ,-�-Y..:.l_ c,R I CONNECUD KVA PER PHASE 0.60 17 1.00 x 100,000 x 5 IN ms= 20/1 1 CONNECTED KVA PER PHASE S12are I 0.7 0.4 NOTES: �`'(.,4z,Y%?-:+�o:Y^. �. J`S'o.Js�"� �f� 'li,,�_y,.x '�3�- ^,-6✓ry,, > t't Y! { ('� '( 20/ = 0.63 21 1 + 0.60 22 20/1 6.0 3.0 Isc(8)= 480 x 0.63 x 620 781 240 25% OF CONTINUOUS & UGH-IINCTIAAD VA 0.0 0.0 19= 50325.00 x 480.00 x 1 LARGEST MOTOR 25%) 0.0 0.0 48.31 1.00 x 100,000 x 5 M9= CODE KVA PER PHASE 1 0.7 0.4 -- 0.02 1 + 48.31 6.0 3.0 ISC(9)= 480 x 0.02 x 50325 = 2,013 240 SINGLE UNE r AM r " + /ID IN CALCULA77ONS j AS GIVEN IN BUSMANAPS SPD-ELECIRICAL PROTEC77ON HANDBOOK ' A • 120/208JIM i !.! . • !11111111 1 CIRCUIT DESCRIPTION BKR CIRCUIT PHASE A PHASE I3 PHASE C CIRCUIT BKR MAIN CB: 30 u S�� 1 1920p BUS AMPS: 30 FIEI,,D RECEPTACLE 20/1 MOUN INQ SURFACE CONNECTED AMPS PERPHASE ! • s ! CIRCUITl ! i �J ,` i;.� ,.S" .?u.S i Yyf +~y •P ; c,? p s" � A �\I'1 .sem . � .., 2 20/1 CIRCUIT �5f 7 � 1920 • ! DESCRIPTION CIRCUIT 3 t`�' ` 1920 MUSCO CONTROL CABMET # 1 FIEID RECEPTACLE 20/1 u ` % 360 � j 1920 ' �� N x 4 20/1 LARil' • G, L� „�` -� , .%.i 7. 20/1 3 1920 j 2 FIELD RECEPTACLE ,ft� i it ` • m 'at��%�'�1�' 3t; 191.x® 20/1 RECEPTACLE 20/1 7 1920 n aW FIELD 4 20/1 SPARE SPARE aA t 1920 J r 0 r! -s. ( M.y. ?x`:t... <,i,f`s y 1 t 4 a 1 i J$ � � t ~ � �' x O Llf/ 1 zr(. .r r .i ,,n (° �. �.a ai ��`4s FIELD RECEPTACLE 20/1 9 k`1920wr v :.x 6 1920 10 20/1 FIELD RECEPTACLE 20/1 11 1920 IfSY 1920 12 20/1 Spare 20/1 13 14 20/1 z �/ 20/1 Spare 20/ 1 15 16 20/1 At � l\a t �iA •�>wl F �t k :4 -..t.,,.\ ... .- ,,,>4> -J ,-�-Y..:.l_ c,R I CONNECUD KVA PER PHASE Spare 20/1 17 Y, f 18 20/1 IN Rf AMPS PEP, ' , 20/1 19 CONNECTED KVA PER PHASE S12are I 0.7 0.4 NOTES: �`'(.,4z,Y%?-:+�o:Y^. �. J`S'o.Js�"� �f� 'li,,�_y,.x '�3�- ^,-6✓ry,, > t't Y! { ('� '( 20/ 1 Spare 20/1 21 !! t CONNECTED AMPS PERPHASE -� i rt• a n is 'r>-� ,[y": �'" " r it a ' s� a t 22 20/1 6.0 3.0 Spare 20/1 23 24 20/1 4..,. _ ,h,.. ..x.�.1Y..t�. ... ��ai5\,!'..?).:..,, R. r. ., :.- ✓.. L..n<.1Ni .(.:..P'h4�.`i}. 25% OF CONTINUOUS & UGH-IINCTIAAD VA • I A:!,4 CITY OF BKEP"11"SFIELD"'k, CALIFORNIAIN, M ll► A 0��� Date: # 0. 1111k Aff v MAIN CB: 30 MAIN CB: 30 BUS AMPS: 30 BUS AMPS: 30 CB TYPE: BOLT ON MOUN INQ SURFACE CONNECTED AMPS PERPHASE ! • s ! CIRCUITl ! i ! � CIRCUIT t IIII • ! DESCRIPTION CIRCUIT FWAI MUSCO CONTROL CABMET # 1 20/1 1 360 LARil' • I. 2 20/1 MUSCO CONTROL CABRCT #2 MUSCO CONTROL CABRCr #3 i it ` • m 'at��%�'�1�' 3t; .: <; �,. ` l - 360 CODE AMPS PER PHASE AT 120V 4 • I A:!,4 CITY OF BKEP"11"SFIELD"'k, CALIFORNIAIN, M ll► A 0��� Date: # 0. 1111k Aff v PANEL: C MAIN CB: 30 MAIN CB: 30 BUS AMPS: 30 BUS AMPS: 30 CB TYPE: BOLT ON MOUN INQ SURFACE BRACING: 10KAIC ! • s ! CIRCUITl ! i ! � CIRCUIT t IIII • ! DESCRIPTION CIRCUIT BKR CIRCUIT DESCRIPTION MUSCO CONTROL CABMET # 1 20/1 1 360 36(} �_ i,� _ x r , n t: 2 20/1 MUSCO CONTROL CABRCT #2 MUSCO CONTROL CABRCr #3 20/1 3t; .: <; �,. ` l - 360 4 20/1 SPARE SPARE 20/1 5krsfF v :.x 6 20/1 SPARE SPARE 20/1 • z 10 I CONNECUD KVA PER PHASE Rf AMPS PEP, ' , 12 CONNECTED KVA PER PHASE I 0.7 0.4 NOTES: �f i i ! i l` 1 •, l , ��� !! t CONNECTED AMPS PERPHASE 6.0 3.0 25% OF CONTINUOUS & UGH-IINCTIAAD VA 0.0 0.0 CODE KVA PER i SE ! LARGEST MOTOR 25%) 0.0 0.0 itE AMPSPEP, PHA SE AT 120V! PANEL: C VOLTAGE: 120/240 MAIN CB: 30 BUS AMPS: 30 CB TYPE: BOLT ON MOUN INQ SURFACE BRACING: 10KAIC BKRAIC: 10KAIC CIRCUIT DESCRIPTION BKR CIRCUIT INE 1 LINE 2 CIRCUIT BKR CIRCUIT DESCRIPTION MUSCO CONTROL CABMET # 1 20/1 1 360 36(} �_ i,� _ x r , n t: 2 20/1 MUSCO CONTROL CABRCT #2 MUSCO CONTROL CABRCr #3 20/1 3t; .: <; �,. ` l - 360 4 20/1 SPARE SPARE 20/1 5krsfF v :.x 6 20/1 SPARE SPARE 20/1 7 z 10 12 CONNECTED KVA PER PHASE 0.7 0.4 NOTES: CONNECTED AMPS PERPHASE 6.0 3.0 25% OF CONTINUOUS & UGH-IINCTIAAD VA 0.0 0.0 LARGEST MOTOR 25%) 0.0 0.0 CODE KVA PER PHASE 0.7 0.4 CODE AMPS PER PHA SEAT 120V 6.0 3.0 REVISIONS Men DESCRIPTION WE 371 i��" X11 Q�t3EESS G.JkLCO �O Call Q NO: 16766 m r, SEP. 30, 2010 loTl P4 PHASE 1 t-^ ! . "nONS :2 = - - * 1. CALCULA 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. x .9. Section 4215/4217 of the dig dart klaniffloobon be hwed before a O tt a® c;N (2) woelft days bedsore you ft I SHEET N . SE08 OF 40 1 2 3 ", CKFIL4 AND THOROUGHLY Tr: EWCA VA 7 E 7D A RE A UNDIS7URBED SOIL IN.x ��, ' ; J C BUILDING iD MIN ! , l / Say ✓ , �a f %/ rq i , // rLOCK '�:�/f12"x 11� rt ,=ro"L"'..4:' `�+^ ! ` 'ti "q l 8 i AX ! i ``.� j c /' J %,.,A t ^'` K Ui`-' `��`..`•:s' J '�,. •! i \ /'f ,, �.,JP �' . // .,, f` / % � i/ � r= �� �-�,:-' ,a•� s�� t ss ra ` �.:�`'' . "c:J � ; s. ds.-�r��9� ` �,, \``.'f .' \� .f •``. �• fr ` �'`•,'\ f'y\,, `,, �` `,. �s �47�,',��7 �'��r1'•} ..�'J�ca�{'� .�•�''c, � �lj''`'•� �``, �,i •°� `,`, �. ,`,r� TWICAL KT%) f �``� ! 4 '; .!' i �i` s. c,:r::,Jh `••�"' `t'J„�.,�?c" k•��> 4�' cv' 4�'r ..�,7.,, �+,'q / \ A ``, sf"•` 1` �i j� �-�;,,�,�i c" s'ssc"-��,.� '",�?as., �t� .,.%c^ �,,,c5.r /, � f •% \ ! f f ID f \• �`q,•%,. 1 ,� ,✓ \ / ., r„�,'�'� � ^.� ,�5 .'.Y•'�",�.:.a''�..r tt .zip ..+C.?' ;'\ .J �\ ''`�, J�/' •`. y ,� ~� � / • \`'ti.�\ i/ �'`� sf `, �\, �- /P moi, �\ 'f ` '� f � � � � \, � e` t`t f � � '`F�, 4, f � •� . a r �F jr � ,'• �,f � /'�`.� %+•' ~'•!/'f J`� . r,�f1•. J / / f,.�j`�/r�'r j � /\/.= � f �, .•✓ J` r/ �,�.f,r',r,•i,+'/,J �! /'/ 1i r/ ; '% `,, j' I ``. ,J ��, / •i' ` Jf j J %'` \\.f f. it �, /'i` ✓ �.. ` f /, �/ : t �`,. 1 r . " \/ , ' �' // � JJ �J' < "r f • 'f r •r r! j • r r ► f &IRE COPPER CONDUCTOR REVISIONS I s• (MIN) 20Mt4 PVC CORROSION PROTECTION TAPS HALF LAPPED WRAPPING FINISHED GRADE 'a `qq •,,Sf,, \''.\.� \ ;,�.% \ `,1 ``q,',, � f; � !/\ ' \•�\``.•'.,y \ .r; '+,f � ``q�'J \ ,ti'.,\�'\ ti..�`,q/4 `\ \ e,` ♦ � j�®O% SEAL AF7E7 SPLICING \ tis \ / \ / r\ I •\` f: f i �q \ q, r` ' / \ \ i %\' : ` J' `, rf /f \ \ 'ti is COMPLE70 MP).\ ° ` a, r `\ %'' 1�` f ,L ,4�/ `meq *' '`.t ° ��`,r r!� \� r•/Jf \. J^'.� "J `` 1�`' \,`` �. \ `�%\., SCHEDULE 40 P. V. C. 90 DEGREE FEMALEPVC ADAPl VR BEND CONDUIT WITH A RADIUSF PLIC CONDUIT PULL BOX PULL BOX PULL X UD UD UD NOT LESS 7HAN 18"(FACTORY PULL, BOX LENGTH WIDTHHE1GHT REQUIRED) BENDS ONLY SHALL EC I EQUIPMENT I CONDUCTORS UNBUS OR LUG MADE IN U. G. J— IN F E 1 E GROUND 1/2 17-1/4" 10-1/27 1 - —1 * 1-3/4!' RESIN INSTALLED BEFORE PULL.1NG WIREI N SCH. 80 PVC CONDUM i(SIZE & QUANT. OF CONDUCTORS ® HER 120 1 21-3/4" 11- 1e CONDUCTORS I I S. Staw PH r PROVIDE CU BOND H WHERE CONDUnS ARERUN INSLAB, THE #7 3Cr 1 Ir 1 17-5/1r FOR ENCLOSURE LID °° DIMENSION nr FLY, GRADE 4 j GRS STUB UP DETAIL *THISIZI ChARr TO BE USED FOR A GUIDELINEL® CONTRACTOR IS RESPONSIBLE FOR SIZINGJUN ENCLOSUREI. BE LISTED FOR UNDERGROUND SYT04S. ENCLOSURE ShAL.L. BE SIZED 70 ALLOW PERSONNEL OT REACH . .` X INTO, BUT O ,ER.~ " PURPOSE , WIRINGINSTALLIN , OPER417NG OR AWNTAINING UIPMENT OR OR BOTH. #+ Z PUU BOX ENCLOSURE ShALL BE SIZED PER N. E C. ARTICLE X J. UNDERGROUND RACEWAY ANDIOR CALBE DnERING THE PULL BOX ENCLOSUREEX7END INTO THE ENCLOSURE W17HOUT BEING MECHANICALLY CONNSC7ED TO ENCLOSURE. 4. PULL BOX ENCLOSURE COVER SHALL HAVE AN 1DEtMFY1A1G MARK OR LOGO THAT PROMINENTLY IDEN77FIES THEIR FUNC770N. SUCH AS "'ELEC7RIC". COVERS SHALL BE VANDEL PROOF E USE OF 70OLS 70 OPEN AND THEY AND SHALL WEIGH " '', , s. METAL COVERS AND 07HER D(POSED CONDUCTIVE SURFACES ShAL.L BE BONDED IN ACCORDANCE W17H N.E. C, ARTfCLE 250.96(A) i ,� w"' " � w" �" err► PULL 9OX �QTES 5-- PULL. BOX ENCLOSURES Sh4U BE DESIGNED TO WfMSTMD 771E LOAD UKELY TO BE IMPOSED W1771 MINIMUM L04D r477NGS AS y FOLLOWS: a. R DELIBERATE VEHICULAR TRAFFIC - AASH70 H-20 SUBJECT 70 0004SIONAL NON-DEUBER47E VEHICULAR TRAFFIC - ANS11SCTE 77 77E ,• 15 (UL " i c. FOR SIDEWALK APPUCA 770M WITH A SAFE7Y FAC7VR FOR 0004SIONAL NON—DEUSER47F- TRAFT7C ANS113CTE 77 M ►: Y 6. PULL BOX ENCLOSURES " " r 111,• " 3 ON SUITABLE X R Z PULL BOXES BE INSTR=IONS AND TONS. 9. CONDUIT Er BELLS SHALL BE INSTALLED BEFORE m WT • r W10"77( r " COACROF BASE • WORK . r BE PEW M4770ML ' " CODEr 4g®FESS ® 9 N®:16786 m SEP. 30, 2010 Z TIR 05-7-09 PEDESTAL.NON—METERED Anengineersa 16719 East Palisades Blvd., Suite 202 7.9-166 Fountain Hills, AZ 86268 Phone: (480) 816-5541 Fax: (480) 816-5540 FRe Name: 07060 KEL Job PLIELIC WOMS EW .® 316&01 Designir.KEL BAKE" :R&w13.D PHASE 1 A 11 Em" A MIRE Date 4/24/09 Y CA ELECTRICAL DETAILS 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. f SHEET NO. MO OF 40 0 1 2 3 I A ' a- (OPPOSHE : 14 CU TACKWELDNUT5 TO hx ANCHOR BOLT5 Um PROVIDE SM007H CONCRE7F ! VOIDS) � w�n 24 HANDHOLE WITH TAMPER -PROOF SCREWS COVER, J-BOVS, NUN, s t' LOCK WASHERS. NON -SHRINKABLE NUT 70 WASHER AND WASHER TO BASE GROUT 24w mp l// I ' �- s • NOTE FOR DETAIL 607 s___606 %7 9,6010 THE POLE CONCRETE a4SE DETIL IS SHOWN FOR ELECTRICAL ROUGH -IN AND SHALL NOT BE USED FOR THE ACTUAL BASE CONS77?UC770N. POLE BASE SHALL BE DESIGNED BY A REGISTERED S7RUCTURAL ENGINEER IN THE STATE OF relaol S ayfe, R1 i MI 1721L*LAT ANCHORTO BOLTS . PROVIDEI CONCRETE ' FINISH !VOIDS) a s / / " 0 A A A p p q , 12�SECTION TAM P -• F f f f 1G4LVANIZED J—BOVS. 'LOCK WASHERS. p{ 1TO WASHER PLAM e © lj { { a 1 1 1 P t P t f { { {f I I t { 1 P 1 f { 1 { f l 1 { tf { { 1 { f 11 f 1 5116 1 i/ P' NON—SHRINK GROUT a a A $- 00 DIA—m-1 Date: 4/24/09 6.0 GROUNDING , i (OPPOSITE >~ ! PROVIDE i MIM COVER, OVER T 7 bs W NUTSL TS WDE SMOO7H WNCfe FINISH (NO !FIDS) #_or I '' r I WE 471 / / RECEPTACLE120V DUPLEX POLEwnnWEATHERPROOF COVER, WHEREAPPLICABLE. DESIGN FOR APPROVAL). RECEPTACLE 1 BE FLUSH MOUNTED IN POLE. OF BOX ;.111 BY POLE .,. �wffvvgl! LOCK WASHERS. TACK WELD NUT TO WASHER AND WASHER TO BASE PLA 7E. • NON—SHRINK 6WIT l MCI, lism i fs REA UGHTING POL isNow=" mommmmmmomwNTS I 1� 11�1 11,11 . i" r Is A �RQFESSf�� t2�®�0 -ALCp/� 9` co C9 NO: 16786 rn a SEP. 30, 2010 m -.r.A r , ♦Z w CR 16719 East Palisades Blvd., Suite 202 7.9-166 Fountain Hills, AZ 85268 Phone: (480) 816-5541 Fax: (480) 816-5540 KEL DWgner. KEL BAKMV*=13mD "MLA4m By. -CA raw �� i w_ � Che&ed By►ILMS 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. i"F f V SHEET NO. SE12 OF 40 REVISIONS 17, MOm ILE z CONCRETE CONT GENERAL CONT GENERAL 12. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR 14. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON ROOFS. 1. THE PROJECT SPECIFICATIONS FORM A PART OF THESE GENERAL NOTES. :z REINFORCEMENT PLACED IN CAST -I -PLACE CONCRETE: LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. N 0 JOHN A. MARTIN PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. MINIMUM TTIED DESIGN STRENGTH OR WHERE OVERLOAD IS ANTICIPATED. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES O • , S. Grand Avenue - COVER, INCHES � Los Angeles, INC SITECIE. •, • A. CONCRETE CAST AGAINST AND 15. DESIGN LIVE LOADS: Cd 483-3084 PERMANENTLY EXPOSED TO EARTH ......................... 3 B. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER: AREA DESIGN LIVE LOAD REMARKS 3. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. 6 THROUGH # 18 BARS ............................ 2 MECHANICAL ROOF 50 PSF OR ACTUAL EQUIPMENT WT. UNREDUCIBLE 4. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL 5 BAR, W31 OR D31 WIRE, AND SMALLER ............ 1 1/ ROOF 20 PSF REDUCIBLE NOTES AND TYPICAL DETAILS. WHERE NOTES AND DETAILS ON DRAWINGS C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT AND THESE GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH WITH GROUND: 16. THE LATERAL SYSTEM OF THE STRUCTURE IS DESIGNED WITH LATERAL THE PROJECT SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY. SLABS, WALLS AND JOISTS: RESTRAINT AT THE GROUND FLOOR. STRUCTURAL FRAMES ARE NOT LATERALLY CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN 11 BAR AND SMALLER .............................1 SELF SUPPORTING UNTIL THE ENTIRE DESIGN LATERAL RESTRAINT ROOF AND FOR SIMILAR WORK. Section 4218/4217 of ffm BEAMS, COLUMNS AND WALL JAMBS TUCTURAL WALLS BELOW ARE IN PLACE. .,. -WomMent code requires a PRIMARY REINFORCEMENT, TIES, STIRRUPS, 5. ALL WORK SHALL CONFORM TO THE STANDARDS OF THE FOLLOWING CODE: AND SPIRALS: 17. CODE LEVEL DESIGN LATERAL LOAD CRITERIA workIng ._.ys before 3 THROUGH #11 ..................................1 1/2 you CALIFORNIA BUILDING CODE, 2007 EDITION IND CRITERIA: WIND SPEED = 85 AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY 13. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS OCCUPANCY CATEGORY: = II PORTION OF THE WORK,,INCLUDING THE STATE OF CALIFORNIA DEPARTMENT SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. IMPORTANCE FACTOR: = 1.00 OF INDUSTRIAL RELATIONS, DIVISION OF OCCUPATIONAL SAFETY AND HEALTH EXPOSURE CATEGORY: = C (DIRDOSH), AND THOSE CODES AND STANDARDS LISTED IN THE CONTRACT 14. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE SEISMIC: DESIGN CAETGORY = D DOCUMENTS. BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. SITE CLASS = D IE = 1.00 CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS SHOWN. NOTIFY THE Fa = 1.0 6. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE CHECKING AGENCY STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE Fv = 1.518 PRIOR TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL DRAWINGS. SDs = 0. 839 SDI = 0. 488 BE FOLLOWED. = 5 SPECIAL CMU SHEARALL 15. CONDUIT OR PIPE SIZE O.D.) SHALL NOT EXCEED ONE THIRD OF SLAB 7. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: THICKNESS AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING, UNLESS.SPECIFICALLY DETAILED OTHERWISE. CONCENTRATIONS OF CONDUITS OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED. A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS. B. SIZE AND LOCATION OF ALL NON-BEARING PARTITIONS. 16. PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED C. SIZE AND LOCATION F ALL CONCRETE CURBS, FLOOR DRAINS, WITH A 3/4 IN. CHAMFER, UL OTHERWISE NOTED ON ARCHITECTURAL CONCRETE SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, DRAWINGS. 1, ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL GROOVES, INSERTS, ETC. D. SIZE AND LOCATION OF ALL ROOF OPENINGS. 17. CURING COMPOUNDS USED ON CONCRETE TO RECEIVE A FINISH SHALL BE CONFORM TO THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE', E. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. APPROVED BY THE FINISH APPLICATOR BEFORE USE. ACI 318, WITH MODIFICATIONS AS NOTED IN THE CONTRACT DOCUMENTS. 8. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE . SCHEDULE OF STRUCTURAL CONCRETE 28 -DAY STRENGTHS & TYPES: FOLLOWING: LOCATION IN STRUCTURE STRENGTH PSI TYPE A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL, ROOF AND FLOOR OPENINGS, ETC., NOT SHOWN OR NOTED. CONCRETE SLAB ON GRADE 4000 HARDROCK B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND CONCRETE FOUNDATIONS 4000 HARDROCK SLABS. C. ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR FOUNDATION 3. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE II, PLUMBING EQUIPMENT TO THE STRUCTURE. LOW ALKALI. D. ANCHOR BOLTS FOR MOTOR MOUNTS. 1. FOUNDATION DESIGN BASED ON SOIL REPORT BY THE FOLLOWING COMPANY: E. SIZE, WEIGHT, AND LOCATION OF MACHINES AND EQUIPMENT FURGO WEST, INC. DATED SEPTEMBER 2007, AND ALL SUBSEQUENT ADDENDA. 4. AGGREGATE FOR HARDROCK CONCRETE - C-3. EXCEPTIONS MAY BE USED BASES. COPIES ARE AVAILABLE FOR REVIEW AT THE ARCHITECT'S OFFICE. ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER. U9.MECHANICAL AND ELECTRICAL LOADS MAY BE SUPPORTED FROM BEAMS. 2. FOOTING DESIGN BASED ON ALLOWABLE SOIL PRESSURE OF 2000 PSF. 5. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE CONTRACTOR SHALL PROVIDE AND INSTALL ALL ANCILLARY MEMBERS INCLUDING BOTTOM OF FOOTINGS TO BEA MINIMUM OF 1 FEET BELOW LOWEST THE SPECIFIED CAMBERS SHOWN ON THE DRAWINGS. BUT NOT LIMITED TO BEAMS, COLUMNS, POSTS, FOOTINGS, STIFFENERS, ADJACENT FINISHED FLOOR O RADE, AND 1 FEET INTO UNDISTURBED GUSSETS, ICE,BRACES, ETC., AND THE ATTENDANT CONNECTIONS, NATURAL SOIL. 6. THE CONTRACTOR SHALL MAINTAIN A LOG OF STRUCTURAL SLAB ELEVATIONS REQUIRED BY THE BUILDING STRUCTURAL U ENGINEER, TO SUPPORT LOADS BASED ON THE ARCHITECTURAL DRAWINGS PLUS THE ADDITION OF ANY CAMBERS IMPOSED BY THE PRIMARY STRUCTURE. . 3. CONTRACTOR TO PROVIDE FOR DE -WATERING OF EXCAVATIONS FROM EITHER INDICATED O THE CONSTRUCTION DOCUMENTS. THIS LOG SHALL INDICATE SURFACE WATER GROUNDATE SEEPAGE. ' SCREED ELEVATIONS PRIOR TO THE CONCRETE POUR, AND TOP OF CONCRETE 1. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY D SLAB PRIOR TO REMOVAL OF FORMS. NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL 4. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN THE 7. THE CONCRETE SLAB THICKNESS SHALL BE MAINTAINED UNLESS OTHERWISE CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, EARTH BANKS. SHOWN. BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT 5. EXCAVATION AND COMPACTING IF REQUIRED, SHALL BE APPROVED Y THE 8. DRY PACK OR NON SHRINK GROUT UNDER BASEPLATES, SILL PLATES, ETC., INCLUDE INSPECTION OF THE ABOVE ITEMS. - GOVERNING AGENCY AND THE FOUNDATION ENGINEER PRIOR TO PLACING SEE CONTRACT DOCUMENTS. THE CONCRETE AND REINFORCING. FOUNDATION ENGINEER T SUBMIT 11. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED I STRUCTURAL MEMBERS LETTER OF COMPLIANCE TO 0 ER. CONCRETE MIXING OPERATION, ETC., SHALL CONFORMTO C- UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, 6. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. CONTRACTOR SHALL 10. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 304 AND CONTRACT DOCUMENTS. ETC., LARGER THAN 6 INCHES NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM SANDBLAST ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE WHICH ARE LOCATED IN STRUCTURAL MEMBERS. LATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE PLACED. ATTAINED FULL STRENGTH. CONT ACTOR SHALL PROVIDE FOR DESIGN, PERMITS 1 SPECIFICATIONS, CODES AND STANDARDS NOTED IN THE CONTRACT DOCUMENTS AND INSTALLATION F SUCH BRACING. 11. IF COLUMNS AND WALLS ARE PLACED WITH FLOOR, TWO HOURS MUST ELAPSE SHALL BE F THE LATEST APPROVED ISSUE, INCLUDING SUPPLEMENTS, UNLESS BETWEEN END OF COLUMN OR WALL POUR AND BEGINNING OF FLOOR POUR. OTHERWISE NOTED. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION. 7. FOOTINGS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS SHOWN ON DRAWINGS. SHOULD SOIL COUNTERED AT THESE DEPTHS NOT BE 1. 0 LL INVESTIGATE SITE FOR FILLED EXCAVATIONS OR BURIED THE CONTRACTOR SHA APPROVED BY THE FOUNDATION ENGINEER, FOOTING ELEVATIONS ILL BE STRUCTURES SUCH A CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH X ALTERED AS REQUIRED. STRUCTURES ARE FOUND, ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. ' 8. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS, IN ACCORDANCE WITH SOIL REPORT. FLOODING WILL NOT BE PERMITTED. X 9. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW e CONSTRUCTION SHALL BE REMOVED. 0 10. ALL EARTHWORK SHALL BE DONE IN ACCORDANCE WITH SOILS REPORT h RECOMMENDATIONS. 0 REVISIONS 17, MOm ILE z W LL co 11: 7.9-166 a m :GENERAL w r CITY OF NOTES BAKERSFIELD, S001 �_ ^k :z •. N 0 JOHN A. MARTIN a ASSOCIATES Engineers S W LL co 11: 7.9-166 a m :GENERAL w r CITY OF NOTES BAKERSFIELD, S001 �_ •. 0 JOHN A. MARTIN a ASSOCIATES Engineers i • , S. Grand Avenue - Los Angeles, •, • Phone .0 Cd 483-3084 f Y 1� ,:fie r Section 4218/4217 of ffm .,. -WomMent code requires a number be issued before a workIng ._.ys before •% you W LL co 11: 7.9-166 a m :GENERAL w r CITY OF NOTES BAKERSFIELD, S001 �_ WOOD 1. FRAMING LUMBER SHALL BE DOUGL FIR LARCH IN ACCORDANCE WITH WEST COAST LUMBER INSPECTION BUREAU GRADING RULE N. 17 OF FOLLOWING GRADES UNLESS OTE OTHERWISE: 2x, 3x & 4x ......................'o. 1 & Btr" 6x & LARGER ......................"No. 1" 2. MAXIMUM MOISTURE CONTENT OF ALL FRAMING LUMBER INCLUDING TREATED SILL PLATES AT TIE OF ERECTION SHALL NOT EXCEED BE 1. 0 3. ALL PLYWOOD SHALL BE STRUCTURAL I CONFORMING TO PRODUCT STANDARD PS1. USE PLYWOOD NAILS SAME GAUGE OR LARGER AS COMMON IRE NAILS, WITH LENGTHS AT LEAST EQUAL TO PLYWOOD THICKNESS PLUS REQUIRED PENETRATION PER TYPICAL NAILING SCHEDULE DETAIL. 4. DO NOT NOTCH OR DRILL WOOD MEMBERS EXCEPT WHERE SHOWN IN DETAILS. OBTAIN ENGINEER'S APPROVAL FOR ANY HOLES OR NOTCHES NOT DETAILED. 5. ALL FRAMING MEMBERS SHALL BE ERECTED WITH NATURAL OR BUILT-IN CAMBER UP UNLESS NOTED OTHERWISE. 6. BOLTS: A. ALL BOLTS SHALL CONFORM TO ASTM A307, GRADE A. B. ALL ANCHOR ROD (ANCHORBOLTS) SHALL CONFORM TO ASTM F154, GRADE .36. C. BOLT HOLES SHALL BE 1/16 INCH LARGER THAN THE BOLT SIZE. RETIGHTEN ALL NUTS PRIOR TO CLOSING IN. D. STANDARD CUT WASHERS SHALL BE USED UNDER BOLT HEADS AND NUTS GAIN'.aT WOOD. 7. LAG SCREWS: A. ALL LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18. 6. 1 WITF FOLLOWINGBENDING YIELD ' I LAG SCREW DIAMETER YIELD STRENGTH (Fyb) (INCH) (PSI) 1l 702000 /16 60,000 GREATER THAN OR 459000 EQUAL T 8 B. ALL LAG SCREWS EXCEPT SI PO "SDS" SCREWS SHALL BE PREDRILLED. DRILL DIAMETER SHALL BE 60 OF THE SHANK DIAMETER. 8. ALL NAILING SHALL BE IN ACCORDANCE WITH TYPICAL 'NAILING SCHEDULE" DETAIL. . CONNECTOR REFERECE , UNLESS NOTED OTHERWISE, ARE FROM THE LATEST EDITITO OF "SI PSO TONG -TIE" CATALOG. APPROVED EQUALS SHALL HAVE MATCHING ICC -ES RATINGS AND USED WITH PRIOR APPROVAL OF THE ARCHITECT OR THE STRUCTURAL ENGINEER. A. HERE MORE THAN ONE TYPE OF FASTENER IN THE REFERENCE SERIES IS SCHEDULED FOR A JOIST OR RAFTER THE CONTRACTOR SHALL SUPPLY THE FASTENER WITH THE GREATEST CAPACITY. B. WHERE THERE ARE A NUMBER OF NAILING ALTERNATIVES LISTED I THE AUFACTUR sS CATALOG FOR A PERTICULAR CONNECTOR, THE NAILING ALTERNATIVE PROVIDING THE HIGHEST LOAD CAPACITY SHALL BE USED UNLESS NOTED OTHERWISE. C. ALL NAIL HOLES IN THE CONNECTOR SHALL BE FILLED WITH PROPER NAILS UNLESS NOTED OTHERWISE ELSEWHERE. (INCLUDING TRIANGULAR HOLES I "HU" HG. ) D. USE NAILS AT ALL T" STRAP HOLES. UN. 10. TJI- SEE SPECIFICATIONS. FABRICATEDSTRUCTURAL STEEL AND MISCELLANEOUS METAL 1. STRUCTURAL STEEL SHALL BE DETAILED, ACCORDANCE •r' l AISC SPECIFICATION a• •~ THE DESIGN, FABRICATION A! ERECTION OF ' `AFOR BUILDINGS (LATEST EDITION AD SUPPLEMENTS). 2. ALL STRUCTURAL tR, SHALL CONFORM ,s • ASTM A36; ASTM 199 GRADE INDICATED50 WHERE ON DRAWINGS. 3. PIPE 'r COLUMNS ASTM A53, GRADE 4. STEEL TUBES - ASTM A500, GRADE 'B' (FY = 46000 PSI). ANCHOR !r SHALL BE NELSON GRANULAR a!_FLUX-FILLED HEADED ANCHOR STUDS OR AN APPROVED EQUAL AND. BE MADE FROM C-1015 COLD ROLLEI STEEL AND SHALL CONFORM TO A.S.T.M. SPECIFICATION A-108, GRADES 1015-1020 WITH A MINIMUM TENSILE STRENGTH OF 0!! WELDING1 TESTING SHALL CONFORMTO D1.1-90. ANCHORCi) BOLTS i GRADE a i f THE STRUCTURAL rA FABRICATOR r■, , •r SHALL FURNISH •r DRAWINGS FOR w Ar REVIEW BEFORE FABRICATION. ra i 8 BOLT HOLES SHALL B; f LARGER DIAMETER NOMINALOF BOLT USED, UNLESS NOTED OTHERWISE. WELDING9. ALL WELDS SHALL BE PREQUALIFIED IN CONFORMITY WITH THE CODE FOR ) CONSTRUCTION 1 i OF 1 SOCIETY.'•/ TO BE E70 SERIES UNLESS NOTED OTHERWISE. COMPLETE JOINT PENETRATION BEAM/GIRDER 1 COLUMNS SHALL BE MADEMETHODS MINIMUM REQUIRED Qr D FINAL PROPERTIES. . WELD LENGTHS CALLED FOR ON PLANS r REQUIRED. WELD SIZE SHALL BE AISC MINIMUM UNLESS A LARGER SIZE IS NOTED. WELDING TESTS AND INSPECTIONS ! SEE SPECIFICATION. 1• 12. ALL STRUCTURAL STEEL SURFACES TO BE WELDED OR HIGH-STRENGTH BOLTED, TO BE ENCASED IN CONCRETE, TO RECEIVE SPRAY -APPLIED FIREPROOFING, rr• •' ENCLOSED s MATERIALS UNPAINTED. SHALL13. ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL EXPOSED TO WEATHER BE w GALVANIZED AFTER FABRICATION. 14. THE CONTRACTOR REVIEWALL WELDING DETAILS • INDICATEDANY WELD AS A SHOP WELD MAY BE WELDED IN THE FIELD WITH APPROVED r! 1 PROCEDURES AND INSPECTION. ANY WELD INDICATED AS FIELD WELD MAY BE SHOP WELDED WITH APPROVED WELD PROCEDURES ANI, INSPECTION. NMI 1` 1 �- ilk I to] 1016 1 11L rd LOA W" 1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' (ACI -318), AND THE 'MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' BY THE C. R. S. I. AND THE . C. R. . I. , OR AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. 2. REINFORCING BARS - -615 GRADE 60 OR A-706 GRADE 60 UNLESS NOTED OTHERWISE. 3. WELDING OF REINFORCEMENT SHALL BE WITH LOW HYDROGEN ELECTRODES I CONFORMANCE WITH 'RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL, ETC.,' EICAN WELDING SOCIETY, AWS -D1.. . ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 5.REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. 6.DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE AND SPACING AS THE VERTICAL REINFORCING, RESPECTIVELY, UNLESS NOTED OTHERWISE. 7. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION IS MADE. CONCRETE BLOCK SHALL HOLLOW !. i ,r CONCRETE •r UNITS CONFORMING TO •i GRADEi' OPEN END UNITS FOR ALL EXTERIOR BOND HORIZONTAL 2. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 3. MORTAR r' a r MIX SHALL CONFORM TO REQUIREMENTS •r TYPE S AND PROJEC SPECIFICATIONS. A• ,!r AR SHALL ATTAIN , , COMPRESSIVE rw STRENGTH OF 80 PSI AT « DAYS. ADMIXTURE SHALL a RED LABEL. a GROUT CONFORM TO REQUIREMENTS !w COARSE GROUT.GROUT SHALL ATTAIN A COMPRESSIVE STRENGTH OF 2,000 PSI.AT 28 DAYS. ADMIXTURE SHALL BE SIKA GROUT AID. 5. ADMIXTURES SHALL BE ADDED TO MORTAR OR GROUT RESPECTIVELY PER MANUFACTURER'S r` r!• 6. PROVIDE A MINIMUM OF ONE BAR DIAMETER (1/2 INCH MINIMUM) GROUT BETWEEN MAIN REINFORCING !w ,► D MASONRY + w LOW-LIFT7. CONSTRUCTION;GROUT POUR HEIGHT IS 4-8" FEET. 8. HIGH -LIFT GROUTED CONSTRUCTION BE CONFORMANCE •r , CHAPTER(21)OF r! GOVERNING !D, f ALL CELLS IN CONCRETE r • SHALL SOLID WITH GROUT, NOTEDUNLESS • ' 10. CELLS SHALL BE IN VERTICAL ALIGNMENT. DOWELS IN FOOTINGS SHALL BE TO ALIGN CORES !a REINFORCING LAYING11. REFER TO ARCHITECTURAL DRAWING FOR SURFACE AND HEIGHT OF UNITS, PATTERN ,r , D JOINT TYPE. 12. ASSUMED ULTIMATE COMPRESSIVE rr STRENGTH •COMPLETED , • r WALL IS 1500 "' U.N.O. REINFORCING13. SHALL BE AS INDICATED ON PLAN ' i' DETAILS. L VERTICAL , 4 REINFORCING ,r SHALL : PLACED CONTINUOUS ! r• FLOOR TO ROOF UNLESS SHOWN OTHERWISE •r WRITTEN APPROVAL rwra TO SPLICE BARS IS GIVEN BY STRUCTURAL ENGINEER. 15. ALL ISOLATED BOLTS EMBEDDED IN MASONRY SHALL BE GROUTED SOLIDLY IN PLACE WITH NOT LESS , OF GROUT SURROUNDING r•! BOLT CLUSTERS OF BOLTS SHALL GROUTED AS a UNIT WITH a OF OF .CLUSTERGROUT SURROUNDING EACH BOLT. MINIMUM SPACING BETWEEN BOLTS IN A SHALL BE 8 DIAMETERS. s its L'I I .. .:, .. *.. r .a. .` i .. .. M :« :I 2 o 0 3 cu JOHN A. MARTIN 1M n Structural • .. _ N 410 950 S. Grand Avenue ,, Los Angeles, Calif. 90015 Co f483-6490 Phone W U. 7.9-166 W Q m SHEET N0. 11� so i JOHN A. MARTIN 1M ASSOCIATES Structural • .. _ i1 950 S. Grand Avenue ,, Los Angeles, Calif. 90015 Co f483-6490 Phone C, 483-3084 f 0 t Y� SectWn 4216/4217 of Ow 1 gown"ment .... ., i' VdkL �V4• W U. 7.9-166 W Q m SHEET N0. 11� PERIODIC i • 1 STRUCTURAL A • r r �' • wPROVIDED r. • i 1 r ! A. MARTIN �w •, . ASSOCIATES INC., STRUCTURAL ENGINEERS, PER SECTION 1709 OF THE CALIFORN BUILDING CODE AND ALL APPLICABLE AMENDMENTS, FOR THE WORK INDICATED BELOW. CONTRACTOR SHALL NOTIFY ENGINEER 48 HOURS BEFORE REQUIRED OBSERVATIONS.DELINQUENT NOTIFICATION MAY REQUIRE DEMOLITION OF • MATERIAL TO FACILITATE OBSERVATION. CONSISTSTRUCTURAL OBSERVATIONS PERFORMED BY JOHN A. MARTIN & ASSOCIATES ON j OBSERVATION OF i AND ! • OF 'ACONSTRUCTION STAGES AND THE COMPLETED wr FOR GENERAL CONFORMANCE , APPROVED PLA AND SPECIFICATIONS.•. OBSERVATION DOES NOTWAIVE REQUIREMENT/RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE BUILDING INSPECTOR Or O w SPECIAL r•r ENGINEER3. THE OF RECORD SHALL DEVELOP ALL CHANGES RELATING STRUCTURAL BUILDING SHALL REVIEW AND APPROVE ALL CHANGES TO THE APPROVED PLANS AND SPECIFICATIONS. ., STRUCTURAL I' CONCRETE � s`r REVIEW, REPORTS ! CERTIFICATE, IDENTIFICATIONDELIVERED i i 1 MATERIAL MORTAR WELDINGREVIEW !URE SPECIFICATION & WELDER CERTIFICATION 0FIELD ERECTION INSPECTION X X w •mm r �r , •hi, 0 1 z i4ol DESIGN , M l ` A w . i BYOWNER •PERFORM REQUIRED r WELDING INSPECTION REVIEW ;i r PROVIDE 1704 OF THE CALIFORNIABUILDING CONTRACTOR WA Lim w i A .:. ACCESS THE C TO THE SITE • ar • ! i • INSPECTOR OR VERIFICATION OF REINFORCING STEEL REVIEW ILL CERTIFICATES & TEST REPORTS P PLACEMENT INSPECTION C t WELDINGINSPECTION CONCRETE, SHOTETE, CMU, GROUT & MORTAR CONCRETE MECHANICAL ANCHORS CMU GROUT MORTAR BOLTS CAST IN CONCRETE OR MASONRY X X X XMIX DESIGN l ` A w . i BYOWNER •PERFORM REQUIRED r REVIEW ;i r PROVIDE 1704 OF THE CALIFORNIABUILDING CONTRACTOR WA Lim w i A .:. ACCESS THE C TO THE SITE • ar • ! i • INSPECTOR OR VERIFICATION OF w. i r r THE SHALL FURNISH SAMPLES OF MATERIALSTESTING AS REQUESTED X X CORRECT MIX TESTING AGENCY 1 THE GOVERNING CODE. homw' DESIGN USE DURING POU PREPARATION OF C X SAMPLES FOR TESTING PURPOSES CAST, PICK-UP, X AND COMPRESSION TET SAMPLES SLUMP, C ENTRAINED AIR, TEMPERATURE TEST SHRINKAGE TEST C C C P PLACEMENT INSPECTION CURING TEMPERATURE P P AND TECHNIQUES P FORMWORK INSPECTION MISCELLANEOUS C MECHANICAL ANCHORS C ADHESIVE OR GROUTED ANCHORS A�D DOWELS C BOLTS CAST IN CONCRETE OR MASONRY NOTES: C: INDICATES CONTINUOUS IN` •., P: INDICATES PERIODIC INSPECTION X: INDICATES REQUIRED INSPECTION 2. IF INITIAL TESTS OR INSPECTIONS • Ai OWNER'S THAT ANY PORTIONOF •r DOES NOT• `WITH THECONTRACT DOCUMENTS,i/ •NAL TESTS, INSPECTIONS, AND NECESSARYREPAIRS BE MADE CONTRACTOR'S r,•r EXPENSE. 3. PROVIDE CONTINUOUS OR PERIODIC SPECIAL INSPECTION FOR ITEMS NOTED IN "TEST 1 INSPECTION •ifAS REQUIRED Qr i r r CHAPTER 17 OF A • r ► BUILDING !i AND ALL APPLICABLEAMENDMENTS: 4. SPECIAL INSPECTIONS MAY NOT BE REQUIRED WHEN THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL OR GOVERNING AGENCY HAVING JURISDICTION OVER THE PROJECT TO PERFORM SUCH O' WITHOUT SPECIAL 5. EACH CONTRACTOR RE`• •' THE CONSTRUCTIONOF i OR SEISMIC FORCE RESISTING SYSTEM ELEMENT SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND TO THE OWNER'S REPRESENTATIVE, PRIOR TO THE COMMENCEMENT OF THE WORK ON THE SYSTEM OR COMPONENT. CONTRACTOR'S OF RESPONSIBILITY r• SHALL CONTAIN FOLLOWING IN•- • A. ACKNOWLEDGEMENT • AWARENESS SPECIAL w r CONTAINED OF • BUILDINGB. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE C. PROCEDURES ,1 FOR EXERCISING CONTROL CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF '• D. IDENTIFICATION AND QUALIFICATIONS OF •EXERCISING CONTROL A1 THEIR POSITIONS i' 6. NON-DESTRUCTIVE WELD TESTING- ULTRASONIC TESTING IS REQUIRED FOR ALL (100%) PARTIAL AND COMPLETE PENETRATION WELDS. TESTING SHALL BE PERFORMED HOURS •r MORE AFTER COMPLETION / BACKING REMOVAL AREAS AND FILLET WELDS SHALL BE SUBJECTED TO MAGNETIC PARTICLE EXA u a • 7. APPROVAL BY THE INSPECTOR OF MATTERS NOT SPECIFICALLY CONSTRUCTED PER THE APPROVED DRAWINGS 1• • MEAN THE FAILURE TO COMPLY CONSTRUCTION DOCUMENTS HAS BEEN ACCEPTED. ANY DETAIL THAT FAILS TO BI CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE STRUCTURAL ENGINEER FO INTERPRETATION ria '"• •' CLARIFICATION. INSPECTION1 TESTING REPORTS s ' 1' !STRUCTURAL r ENGINEER WITHIN SEVEN / OF WHEN THE INSPECTION WAS MADEOR WHEN THE TESTI1JG11. PERFORMED. ♦ STRUCTURAL ENGINEER SHALL NOTIFIED IMMEDIATELY INSPECTION • OR TESTING WHICH i• • COMPLY REQUIREMENTS. CONTRACI DOCU1kJEVTS. lei -4 z I' 7.9-166 Section 4216/4217 of the meet Code reWkw a dig alert Iden ton nUrrl be issued before a -permit to exoavate" w1l be voHd. Call (2} waidng days befam • • • REVISIONS INSPECTION ESTING r s w INDEPENDENT 1 INSPECTORSRETAINED WA Lim l ` A w . i BYOWNER •PERFORM REQUIRED r ;i r PROVIDE 1704 OF THE CALIFORNIABUILDING CONTRACTOR WA Lim w i A .:. ACCESS THE C TO THE SITE • ar • ! i • INSPECTOR OR w. i r r THE SHALL FURNISH SAMPLES OF MATERIALSTESTING AS REQUESTED 'w TESTING AGENCY 1 THE GOVERNING CODE. homw' 2. IF INITIAL TESTS OR INSPECTIONS • Ai OWNER'S THAT ANY PORTIONOF •r DOES NOT• `WITH THECONTRACT DOCUMENTS,i/ •NAL TESTS, INSPECTIONS, AND NECESSARYREPAIRS BE MADE CONTRACTOR'S r,•r EXPENSE. 3. PROVIDE CONTINUOUS OR PERIODIC SPECIAL INSPECTION FOR ITEMS NOTED IN "TEST 1 INSPECTION •ifAS REQUIRED Qr i r r CHAPTER 17 OF A • r ► BUILDING !i AND ALL APPLICABLEAMENDMENTS: 4. SPECIAL INSPECTIONS MAY NOT BE REQUIRED WHEN THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL OR GOVERNING AGENCY HAVING JURISDICTION OVER THE PROJECT TO PERFORM SUCH O' WITHOUT SPECIAL 5. EACH CONTRACTOR RE`• •' THE CONSTRUCTIONOF i OR SEISMIC FORCE RESISTING SYSTEM ELEMENT SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND TO THE OWNER'S REPRESENTATIVE, PRIOR TO THE COMMENCEMENT OF THE WORK ON THE SYSTEM OR COMPONENT. CONTRACTOR'S OF RESPONSIBILITY r• SHALL CONTAIN FOLLOWING IN•- • A. ACKNOWLEDGEMENT • AWARENESS SPECIAL w r CONTAINED OF • BUILDINGB. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE C. PROCEDURES ,1 FOR EXERCISING CONTROL CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF '• D. IDENTIFICATION AND QUALIFICATIONS OF •EXERCISING CONTROL A1 THEIR POSITIONS i' 6. NON-DESTRUCTIVE WELD TESTING- ULTRASONIC TESTING IS REQUIRED FOR ALL (100%) PARTIAL AND COMPLETE PENETRATION WELDS. TESTING SHALL BE PERFORMED HOURS •r MORE AFTER COMPLETION / BACKING REMOVAL AREAS AND FILLET WELDS SHALL BE SUBJECTED TO MAGNETIC PARTICLE EXA u a • 7. APPROVAL BY THE INSPECTOR OF MATTERS NOT SPECIFICALLY CONSTRUCTED PER THE APPROVED DRAWINGS 1• • MEAN THE FAILURE TO COMPLY CONSTRUCTION DOCUMENTS HAS BEEN ACCEPTED. ANY DETAIL THAT FAILS TO BI CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE STRUCTURAL ENGINEER FO INTERPRETATION ria '"• •' CLARIFICATION. INSPECTION1 TESTING REPORTS s ' 1' !STRUCTURAL r ENGINEER WITHIN SEVEN / OF WHEN THE INSPECTION WAS MADEOR WHEN THE TESTI1JG11. PERFORMED. ♦ STRUCTURAL ENGINEER SHALL NOTIFIED IMMEDIATELY INSPECTION • OR TESTING WHICH i• • COMPLY REQUIREMENTS. CONTRACI DOCU1kJEVTS. lei -4 z I' 7.9-166 Section 4216/4217 of the meet Code reWkw a dig alert Iden ton nUrrl be issued before a -permit to exoavate" w1l be voHd. Call (2} waidng days befam • • • 1ST POUR 2ND POUR FOR PIPES IN THIS AREA REVISIONS PIPE THRU LOWER FOOTING SO PIPES No. DATE DESCRIPTION FOOTING WALL PASS THRU FTG WALL FOOTING 71/2" HIGH CONT KEYS AT 1511 FINISH GRADE FOOTING jI Im BOT OF ELEV 0 PROVIDE CLEAN—OUT EXISTING UTILITY, SEE A T ALL CIVIL DRAWINGS FOR�`, CELLS FOR GROUTILIFT SIZE & LOCATION® NG GREATER THAN 5 1-0111 Ljj 00 0 C)1 /2 z ........... n UJ CONTRACTOR TO LOCATE CLASS C LAP SPLICE SEE DETAIL—. BOTTOM OF FOOTING ELEVATION U POUR JOINT TO AVOID SURCHARGING ON°0` SECTION EXISTING SUBGRADE UTILITIES® ------- EQUAL fir: \ ` SLEEVES 2" LARGER D OF A 7 SLEEVE� THAN OD OF PIPES ED+ 1I- 6 NOTE® WELDED SPLICES REQ'D FOR #14 & LARGER BARS. /1 WHERE CONT FOOTING IS UNDER A ALL, LOCATE NOTE® FOR PIPES 3'-0" OR LESS BELOW FTG SEC CONSTRUCTION JOINT AT 11f OF THE CLEAR OPENING PROVIDE SLEEVE AND CONCRETE AS SHOWN TION 4 IDTH ABOVE FROFACE OF OPENING, ORI MORE THAN 3'-0" COMPACT BACKFILL OVER PIPE WM N TO 90% AS APPROVED BY SOILS ENGINEER, OR MIDDLE 1/3 OF THE DISTAN(,',,%E BETWEEN COLUMNS. USE STEPPED FOOTING BELOW PIPE. HORIZONTAL CONSTRUCTION JOINT IN MASONRY WALL CONTINUOUS FOOTING CONSTRUCTION JT %3 FOOTING PARALLEL TO EXISTING UTILITY 2 EXCAVATION PERPENDICULAR TO FOOTING SAW—CUT (SPACED @ 15'— 0 " MAX EA FIN GRADE OR —2—#4 CONT DIRECTION) WITHIN 12 Y; DEEP TOOLED PAVING—SEE HOURS OF PLACING JOINT WITH Y; MAX PLANS CONCRUE (ALTERNATE) EDGE RADIUS 12 PLACING 111­1 'U C) ... LI 1=7 Z 11, 111 fitil! tit I `YP REINF)7 L 1 CONTROL JOINT (WHERE CONTINUOUS POUR IS USED) -'4 SA4 as )A I N N P.- 12009 SLAB EDGE 6 JOINTS IN SLAB ON GRADE 5 now Almok co 0 JOHN A. MARTIN -0-0 & ASSOCIATES Cd Structural Engineers a: 950 S. Grand Avenue 0 Los Angeles, Calif. 90015 co 03 Phone (213) 483-6490 Cd Fax (213) 483-3084 Job# 11868-70 Swfti 4218/4217 of the went code r$qUkft a dig dart klentificalon num be issued before a `permit to excavate;- w1l be VOIK >i Call (2) worlds Jaya before You 7.9-166 _Z File Name: Drawn: JS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PU WOWS 1>EPjkFfMEW Job No.: 2007-100 Designer. CH BAKE19931FIEL.D V1 TYPICAL DETAILS Date: 12-19-08 Chedcod By. 00wLm S003 J REVISIONS No. DATE F--- �-- IP`TI j t M MINIMUM 2" BACK FACE -a 0 EMBEDMENT OF WALL � d � M WHERE OCCURS D OR I 0 �� - � ® 90* HOOK 189 ANCHOR 6 BOLT (AB) NOTE: FOR D ETC SEE 1 C--=------�- f ACI -318 CODE GOVERNING EDITION. MAX OFFSET BEND MASONRY PRINCIPAL REINFORCING V) 4 w OPEN END HORIZ LAP SPLICE co BLOCK NOTE: MINIMUM BOLT D 2—#5 VERT SPACING SHALL BE -��;::;.:.—�-.-�`:�'�. 1 BOLT DIAMETERS BLT SIZE EMBEDMENT sa MIN .. I 1 as 6d OR 4 MIN WITH A MINIMUM /2 4 135® HOOKS 61 w EDGE DISTANCE OF 6 5 4" BREAK SHELL FOR DIAMETERS AND WITH 3 4 5"STIRRUP ® � `�' A ! OF 6" TO END 7 � I ® FLOWOF GROUT `.I baa NOTES: 1. ALL BENDS SHALL BE MADE COLD Fla ICD OCK C14 :2 OF WALL 1 7 2. #14 & #18 BARS SHALL BE BEND—TESTS OPEN END BL INTERSECTION AND APPROVED PRIOR TO BENDING CONC MASONRY WALL INTERSECTIONS BOLT EMBEDMENT SCHEDULE U3 2 BAR BENDS NOTE: SAWCUT BRICK OR CMU AS REQUIRED. TOP OF WALL LINTELREINFORCING: 2—#6 FOR OPENINGS LESS THAN 5 '-0" HERE EXTENSION IS NOT POSSIBLE _ PROVIDE OPEN END BLOCKS TCU LL. 2—#7 FOR OPENINGS '-1" TO 7'-0" EXTEND BARS S FAR AS POSSIBLE 90' HOOK a » a as 0 FILL W/POLYSULPHIDE LAT EACH SIDE, —# FOR PENINGS 7 —1 TO 1 _ AND HO TYP TYP ALL SEE SPECIFICATIONS®7 REINF 2 TIES T 8" SCHEDULE ALL Uj 2' —"MIN REINF NOTE: SEE SCHEDULE TYPICAL FOR WALL CD REINFORCING, UNO :: -` C, LINTEL REINF ®W LLJ 9Q _ HOOK JAMB REINF ME -�' ............ ...JAMB a REINF 18 HOOK Ir C)o� c� c� 0 I 4 2— 5 � V) t TO 3t 3t TO 5t )A #5 BARS '"T 5x4'-6" TO MATCH ALL REINFL X FLOOR LINE LINTEL AND TOP OF WALL STOP EVERY OTHER AT KEY JOINT) T T HORIZ REINF AS SHOWN KEY KOLD JOINT TYPICAL ALL PLAN FULL HEIGHTr T REINF IL T LLT I NOTES NOTE: GROUT ALL CELLS SOLID. 1. PROVIDE JOINTS AT INTERVALS OTT EXCEED 2 FEET STANDARD H O HERE IN NOTE: EXTEND JAMB BARS ./ EMBEDMENT NOT POSSIBLE FLR TO FLR, R FLR TO ROOF EXCEPT AS NOTED. "y nom,_ r Nr y WHERE OPENING EXCEEDS 4'--" 0® HOOKyas 2° HORIZONTAL REINFORCING AT FLOOR & ROOF LINES --5 I I WIDTH OTHERWISE EXTEND SHALL BE CONTINUOUS THROUGH JOINT. 8 DIA OR , —0 MIN PAST SINGLE 3. CONCRETE BLOCK SHOWN — BRICK SIMILAR. FACE OF OPENINGPLAN AT JAMB OR ` 3 r LL E 6/301 SONTROL JOINT AT MASONRY WALLS 8 MINIMUM REINFORCING AT CONCRETE & MASONRY WALL, OPENINGS (6 CONCRETE BLOCK WALL PIER 5 2'-0" MIN 2'-0" MIN _ _HSS _ _ HSS BM _ _ _ SEE PLAN DOWEL TO MATCH Emu= 03 3J8" CAP--�'"�' 0 RCH SLAB REINFORCING JOHN A. MARTIN 8e ASSOCIATES Cd I I I " NON—BEARING 2'-0" MIN LAP p Structural Engineers DOWELS TO CH 950 S. Grand Avenue I I �/� s I 3� CMU ALL, / SLAB REINF I I I I � s 4 2" WAY CONT UNO .0015 I SS COL SEEP(#4@241) Los Angeles, .— I l MIN) Phone (213) 483 6490 Cd f :: •' Fax (213) 483-3084 IF N Job# 11868-70 SLAB ON GRADE ROUGHEN TO SEE PLA 1/4 AMPLITUDE EXTEND DOWELS .c� HSS BEA HSS B �---:o;:.;:::::- T _ ;. ®r WHERE ADJACENT 7/1 -----SLAB OCCURS ....:.......:...... c� w x _ _CONT DOWELS TO MATCH ASORY ALL — 1 ® I I " WALL REINFORCING O FOOTING � ! I Sect%t 4216/4217 of 1hs NOTE: I I NOTE: BEND LS 1'-- asOwemwkw -7r 2 CL d MITER HSS BMS I ALT DIRECTIONS WALL REINFORCING 3" CLR, lF CONC WALL ""�'� be I'°a befam ° be ATC ERS HSS COL. I I NOT SHOW OR FOOTING IS POURS x� � ��} I I SEE PLAN AGAINST EARTH call (2) worm aay.befam YMcc n HSS CONNECTION DETAILS 12 11 NON-BEARING CMU FOOTING 10 DOWELS LOR SLAB ON GRADE Q o.. a 9 7.9-166 h C? File amDrawn: BAXEREFIELDa SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WOWS IDEPARMENT Job .: 2007-100 Designen CH FHAW I COMPLM TYPICAL DETAILS S004 Date:12-19-08 Chm*ed By. CONCENTRATED LOAD MIN WEB STIFFENER SCHEDULE WEB STIFFENER END DIST:1 SIZ & a SPACING 1 so x2 5/16" (MIN) PLY FACE GRAIN VERTICAL, 111f 7M: A 2 NOTES: eL 21" 3 1. TJI SHALL BE BY TRUS JOIST IN ACCORDANCE WITH 21/,19" L65 /2 2L A ICC EVALUATION REPORT #ESR -1153. 31/2" L90 31/2" 42L 2 3 2. CONTRACTOR, MAY USE "STANDARD STRUCTURES Y4 MAX INC. JOIST" IN ACCORDANCE WITH ICC EVALUATION L\ G FIT REPORT #PF -5803 IN LIEU OF TJI/L65 OR TJI/L90 SNU WEB /16 STIFFENER--,, Uj TRUS JOIST SPECIFIED ON PLANS. JOIST DEPTHS SHALL :z wn Uj '/16 B w w" 'OSB PER SCHEDULE V) Uj "'*�WEB STIFFENER REMAIN THE SAME. ALL OTHER REQUIRMENTS SUCH AS " OS WEB STIFFENER, METAL CROSS BRIDGING, CAMBER, ETC.Uj Li Cn PER SCHEDULE ® Uj ® Uj 'd V) SNUG FIT SHALL REMAIN UNCHANGED UNLESS NOTED. V) V) MICRO -LAM MICRO -LAM'-, A. FOR TJI/L65, USE IN STANDARD STRUCTURES, INC. SSI 32L JOISTS FLANGES FLANGES BEARING 2 3/4" MAX B. FOR TJI/L90, USE -40-1141- SECTION ELEVATION SECTION ELEVATION STANDARD STRUCTURES, INC. SSI 42L JOISTS TJI CONFIGURATION A ALTERNATE SSI CONFIGURATION C. SSI JOIST SHALL HAVE MICRO -LAM CHORDS WEB STIFFENER AT BOTTOM_ WEB STIFFENER AT CONCENTRATED B BEARING AND AT HANGER LOAD AT TOP FLANGE TJ1 WEB STIFFENER 3 TJ1 CONFIGURATION U3 T SNUG FIT TYP SEE PLAN FOR 4x JOIST DEPTH HEADER W/ SIMPSON 2 - '/8 V CAR R I JOIST SIZE AND AGE HDR SEEP "U" HANGERS EACH END. FOR TJI USE BOLT SPACING. 412 HDR W/ SIMPSON "W" HANGER PLA k EACH END TYPICAL UNO TYP WEB STIFFENER F LMI t BOLTS = t OF FILLER ATTACH FILLER WITH 2 '\—SNUG FIT TYP ROWS OF NAILS PER SIMPSON 'A35' TYP WEB STIFFENER - FILLER - SEE SIMPSON W HANGER SCHEDULE FROM EACH T & B EA END ONE SIDE 'DOUBLE TJI' DETAIL 1 $0 X12"X15" LONG PLYWOOD W/ SIDE. FULL LENGTH FILLER -TJI BL 6 FACE GRAIN VERTICAL @ TJI/L65, BETWEEN JOISTS PER DBL TJI's SEE PLAN 2x12x15" LONG @ TJI/L90 SCHEDULE J, LSECTION OPENING' ' ._-5/0 CARRIAGE 2 V) JOIST HANGERBOLTS —/ 0-4 \\-4-8d TYP SYMM ABOUT t FULL LENGTH FILLER SPECIFIED TJI J 0 1 ST I4 HDR SEE PLAN JOIST SPACING L J - 1/8" MAX TYPEI DEPTH THICKNESS MATERIAL FASTENER (EA ROW) N TYP TIMBERSTRAND LSL 8d of OC PIN to 3 L90 91/4" MIN 2-11/2 PLAN FILLER - SEE to TIMBERSTRAND LSL to OC z DOUBLE JOISTS EACH L65 9 lAt" MIN 2-1 6d 2 V 'DOUBLE TJI' DETAIL OR PLYWDOOD '/2 SIDE OF OPENING PLAN PLAN 1 0.3 61 20 TJ1 BLOCKING OPENING IN HORIZONTAL FRAMING HEADER AT DOUBLE TJ1 DOUBLE TA 2x CONT LEDGER, SAME DEPTH AS z CEILING JOISTS. FOR SIZE AND SPACING RAFTERS OR JOISTS JOHN A. MARTIN 2" -2 ScASSOCIATES SEE SCHEDULE BELOW. 5 A Structural Engineers 1. BOUNDARY NAILING (BN) USE EDGE NAILING (EN) IF BOUNDARY 950 S. Grand Avenue "R, CLG JST SEE SCHEDULE NAILING IS NOT SPECIFIED. 0 Los Angeles, Calif. 90015 2. CONTINUOUS PANEL EDGES SHALL RECEIVE BOUNDARY NAILING (BN) co Phone (213) 483-6490 co --SIMPSON "U" HANGER TO MATCH USE EDGE NAILING (EN) IF BOUNDARY NAILING IS NOT SPECIFIED. Cd Fax (213) 483-3084 JST SIZE, TYP 3. INTERMEDIATE NAILING @ 12 SAME SIZE AS EN. I 1 II 2 Job# 11868-70 -ANCHOR BOLTS( HEXAGONAL 4. 30 FLAT OR "20 TIMBERSTRAND PLYWD EDGE BLOCKING" BY TRUS HEAD). FOR SIZE AND SPACING JOIST (FLAT) U W/ SIMPSON $Z1 CLIP 0 EA END. SEE SCHEDULE BELOW. 5. STAGGER JOINTS OF PLYWOOD. 0 MASONRY ANDZOR CONCRETE WALL 6® SEE PLAN FOR PLYWOOD THICKNESS & NAILING. Il 11 I II 7. 2'-0" x 4'-0" MIN SIZE OF PLYWOOD SHEET. 1 1 1 j 3 11 NOTE: C'EILING JOIST SCHEDULE 8. PLYWOOD GRAIN SHALL BE PERPENDICULAR TO JOISTS I II WHERE CEILING JOIST OR RAFTERS.J I II CLEAR SPAN JOIST SIZE BOLT SIZE >C SPAN IS GREATER 9. NAILS SHALL HAVE MIN 3/8" EDGE DISTANCE TO EDGE THAN SHOWN IN THE OF SHEET & SUPPORT @ 2x AND 1/2" of MIN TO EDGE OF SCHEDULE USE & SPACING & SPACING I I A Sect1w 408/4217 ®f the SHEET & SUPPORT @ 3x LARGER. STAGGER NAILS ON EA V L­J-A--� 90"Mrrtmt cc& re"hw a ft cdwt wMuftatim • HANGERS PER 'WOOD L < 8 2x4 @ 16" 5/,8"0 @ 4811 SIDE OF PANEL EDGE. n=bw be Imed befam a FRAMING FOR is pennft to exoav*W WE be SUSPENDED CEILING' 8'-0" < L < 1'-0" 2x6 0 161' 3Y4"9 @ 32 10® PROVIDE 1/8" GAP BETWEEN PLYWOOD SHEETS. SEE SPECIFIC vaft >S DETAIL TYPIC AL.11. REFER TO NAILING SCHEDULE FOR MACHINE DRIVEN NAILS. D ETAI LS FOR W1 (2) waidn befom 14'-0" < L 18' " -01 2x8 @ 16" 3/4)10 @ 24$f 12. ALL RAFTERS, JOISTS, AND BEAMS WIDER THAN 2x (EXCEPT TJI) CONDITION AT ym AND NAILERS TO STEEL BEAMS SHALL RECEIVE 2 ROWS OF E. ROOF BOUNDARY. TYPICAL CEILING JOIST DETAILS 12 7.9-166 AND CEILING JOIST SCHEDULE PLYWOOD SHEATH.ING File Name: Drawn: JS BAKEREFIRX) VILLAGE SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PU WOWS [DEPM41NIEW Job No.: 2007-100 DesIgner. CH Aloft M C CPR TYPICAL DETAILS S005 Date 1 19-08 Chadced By. PHAMI CC*APLM T— I 1-m-l".11EVISIONS ® DATE DESCRIFT10N REVISIONS No. ��DA�TE DESCRIPTION EDGE OF UNIT AND MECH EQUIPMENT AT 6'-0" MAX IN j:JI '7A A A EQUIP AND -4- CONNECTION PER 04 VARIABLE HEIGHT 60 N 04 L 04 Q C14 CN BEAM PER PLAN' I PER ROOF PLAN AS ADJACENT JOISTS, PLAN T-Yp LENGTH OF MECH EQUIP PARALLEL TO JOIST A C( pIr N I r I UA LENGTH OF MECH EQUIP PERPENDICULAR TO JOIST B VARIABLE HEIGHT CURB NOTE: 4x @ PERIMETER, FIRE TREATED WHERE REQ'D, 7PER LFN TJ DETAILS NOT NOTED SEE ARCH. CH UNIT MEC,'PH UNIT ME SEE SECTION @ " MAX 4x SHALL REST ON RF BM EQUIP AND CONNECTION J/2 AS INDICATED, CUT CRICKET PER MECH DWGS EQUIP AND AS REQUIRED SLEEPER BEYOND CONNECTION PER N`1<1 8" MIN—VARIES W/RF MECH DWGS RIABLE HEIGHT SIMP 'BC' SLOPE TO PROVIDE BN 3/8" MAX LAG SCREW CURB PER MECH BN 4" MIN ABOV I RE CRICKET WHE OCCURS CRICKET WHERE OCCURS -- ---------- T & 489t MAX IN BETWEEN W/ 1 so DEEP 5/16 @ EA CORNER COUNTERSINK AT TOP. COUNTERSINK AT W/2-1/2"% MB EA LEG DBL TJI DBL TJI 5 B01 -T WHERE FIN IS APPLIED DIRECTLY 4x BEAM OR BLOCK W/FILLER PE TO BEAM OR BLOCK. PROVIDE SIMPSON 'BP' SQO PL WASHER AT TOP & BOTT. N 01 Af AT UNEL CURB AT LEVEL CURB AT PREFAB VARIABLE HEIGHT CURB 1. MAX. WEIGHT OF MECH. UNIT 29001b. 3. ACTUAL DUCT OPENING MAY VARY. 2. NO MORE THAN ONE UNIT SHALL BE SUPPORTED BY COORDINATE WITH MECHANICAL ,00� THE SAME MEMBERS. Aj 8 TYPICAL R00E­,,,E.QU I PM ENT SUPPORT FRA 5 Otto co 4) JOHN A. MARTIN 4w & ASSOCIATES J9 Structural Engineers a: 0 950 S. Grand Avenue 0 Los Angeles, Calif. 90015 Phone (213) 483-6490 Cd Fax (213) 483-3084 Job# 11868-70 SectWn 4216/4217 of the *pwmft to excavate wil be ym Q J2 11 9 7.9-166 Q0j .4_ File Name: Drawn: JS SHEET NO. BAKEFAFFIELD tROU" I VILLAGE' %".;10T1Y CODF ItEs" A OKERS"FIELEO.") %.oALII�%aHNIA PUR WOWS C)EPARMENT Job No.: 2007-100 Designer. CH TYPICAL DETAILS -w _;R. CC* S006 Q wiry, ROOF FRAMING PLAN/CONCESSION BLDG 1/8 , =1 0-011 m % STRUCTURAL I PLYWOOD SHEATHING PER DETAIL 9 BOUNDARYr%j10d @ • !! EDGErv10d • 1 C► 12 TYPICAL BOTH BLDGS _# j � 'N I -N , iii -kJ ■ I ,AVol Al J I: No F'1 V I�� 1 REVISIONS No. DATE DESCRIPTION n5'1 2 X rrmm of = 2007-100 ROOF FRAMING PLAN/RESTROOM BLDG 1/8 $S= i f -C, 1 1 ROOF FRAMING 1. REFER TO GENERAL NOTES & TYPICAL DETAILS ON SHEETS 001 THRU 5006. . REFER TO MECHANICAL DRAWINGS FOR SIZE & LOCATION OF ECH'L EQUIPMENT AND DUCT PENETRATIONS THRU ROOF AND REFER TO DETAILS /S00 . 3. REFER TO ARCH'L. DRAWING FOR ROOF SLOPE AND OTHER INFORMATION NOT SHOWN. . VERIFY ALL TOP OF PLYWOOD ELEVATIONS WITH ARCHL DRAWINGS. . ALL DOUBLE JOISTS SHALL DE CONSTRUCTED PER DETAIL 5/305. 6. X INDICATES METAL CROSS BRIDGING, TYPICAL. 7. N INDICATES ROOF HATCH OPENING, SEE ARCH'L DWG FOR LOCATION AND REFER TO DETAIL 8/S0. 8. PLASTER CEILING FRAMING NOT SHOWN, SEEARCH'L DWS FOR LOCATION AND REFER TO DETAIL 11 /005, TYPICAL. 9. FOR SCREEN WALL GIRT CONNECION SEE DETAIL 12/S004. Row.sitr w co JOH N A. MARTIN ASSOCI ATES StructuralCd • -- • Grand Los Angeles, t 90015 _, Phone ,.+ Cd Fax i• Job# 11868-70 Y Section 4216/4217 of t1w wiment Y j♦ J 1, code rawkw num be lemad before a *permit to w=vote will be !' .; ., Call (2) worWg days before you It To '1J 7.9-166 � w I • I ROOF FRAMING PLAN/CONCESSION BLDG 1/8 , =1 0-011 m % STRUCTURAL I PLYWOOD SHEATHING PER DETAIL 9 BOUNDARYr%j10d @ • !! EDGErv10d • 1 C► 12 TYPICAL BOTH BLDGS _# j � 'N I -N , iii -kJ ■ I ,AVol Al J I: No F'1 V I�� 1 REVISIONS No. DATE DESCRIPTION n5'1 2 X rrmm of = 2007-100 ROOF FRAMING PLAN/RESTROOM BLDG 1/8 $S= i f -C, 1 1 ROOF FRAMING 1. REFER TO GENERAL NOTES & TYPICAL DETAILS ON SHEETS 001 THRU 5006. . REFER TO MECHANICAL DRAWINGS FOR SIZE & LOCATION OF ECH'L EQUIPMENT AND DUCT PENETRATIONS THRU ROOF AND REFER TO DETAILS /S00 . 3. REFER TO ARCH'L. DRAWING FOR ROOF SLOPE AND OTHER INFORMATION NOT SHOWN. . VERIFY ALL TOP OF PLYWOOD ELEVATIONS WITH ARCHL DRAWINGS. . ALL DOUBLE JOISTS SHALL DE CONSTRUCTED PER DETAIL 5/305. 6. X INDICATES METAL CROSS BRIDGING, TYPICAL. 7. N INDICATES ROOF HATCH OPENING, SEE ARCH'L DWG FOR LOCATION AND REFER TO DETAIL 8/S0. 8. PLASTER CEILING FRAMING NOT SHOWN, SEEARCH'L DWS FOR LOCATION AND REFER TO DETAIL 11 /005, TYPICAL. 9. FOR SCREEN WALL GIRT CONNECION SEE DETAIL 12/S004. Row.sitr w co JOH N A. MARTIN ASSOCI ATES StructuralCd • -- • Grand Los Angeles, t 90015 _, Phone ,.+ Cd Fax i• Job# 11868-70 Y Section 4216/4217 of t1w wiment Y j♦ J 1, code rawkw num be lemad before a *permit to w=vote will be !' .; ., Call (2) worWg days before you It To '1J 7.9-166 � w I R1 SIMP 'A35' SE ARCH SEE PLAN ma"' EVO I Ew4i' 10 N S NOTES: SEE PLAN EA JOIST BN 7- / . A& No. DATE DESCRIPTION 5 1 'vTOP OF PARAPET 1 SHORE CMU SPANDREL BEAM AS PROVIDE FILLER WEB STIFFENER AT EA HGR 2 ROWS OF BN BN HSS COL WHERE REQUIRED. SHORE SHALL NOT BE AS R EQ'D (,,,-/,"-��STD HOOK PER PER DET 3/SO05 REMOVED UNTIL CMU SPECIFIED SEE A CROSS BRIDGING STRENGTH IS REACHED OR A SIMP "MST148" @ 48" "��2-#7 CONT OCCURS SEE PLAN DET 1/SO04 TYP RCH 'TOP OF PA MINIMUM OF 28 DAYS. RAPET Tr% PLYD SHTC PER PLAN 9 ON TOP OF PLYWD P & BTM (SEE ARCH DWGS FOR CENTERED ON WALL S40 ��5 CONT 1-#5 CONT ROOF SLOPE) r TYP TJI BLKG FOR ITEMS NOT A BIN ROOF JOIST PER PLAN NOTED, SEE SEE ARCH Ah WTOP OF PLYWD IMP 'H2.5' EA JOIST STAG E CONT NAILER PER DET 9/S401 1111''')RR SIMP 'HD2A' BOTH #4 @ 24" EA WAY SIDES @ EA 4xJST 1 -#5 CHORD BARS SIMP "HD2A" BOTH SIDES PER DET 7/S401 E T PC SEE DET 2-#5 CHORD BARS 2-#5 CHORD 4 F R SIMP PER DETAIL 7/S401 01 0 BAR TYP 0 HD WALL A CH RAGE 0 0 WHERE OCCURS SEE ARCH 4 @ 16fp EA WAY q0 CMU WALL SEE TOP HUNG TJI HGR BY "TRUS JST". (VERTL REINF ONE PC) SOFFIT SEE ARCH PLAN, AND FOR USE 'WPU' AT L65 OR APPROVED REINF SEE 5/SO1 2-#6 CONT _4� OPEN'G EQUAL. USE SLOPED SEAT HANGER. TOP & BTM Uj DO NOT CUT TJI FLANGE Lij 48 VE ---RTL JSTS W/ 4x12 CONT LEDGER W/3/4"O SIMP fHUC' HGR EA END COL BEYOND SEE to -4-1 AB @ 16 , SPLICE LEDGER W/ DET12/S401 DETAIL SECTION 2 SECTION SIMP 'MST37' (FULLY NAILED). 2x6 LSL TENSION TIE BOTH HSS COLO SIDES BY TRUS JST @ 48" ..... ...... SEE PLAN MAX W/ TWO ROWS OF 16d E Q EQ NAI LS @ So X (31/2 /q, SEE PLAN < WELD REINF TO SIMP "MSTA49" STRAP CMU WALL SEE PLAN, SEE ARCH DWGS FOR COL PER DET 12/S401 @ 48" ON TOP OF PLYWD BN #4 @ 24" EA WAY CL 00 ROOF SLOPE CMU WALL NOT SHOWN BN AT CENTER OF WALL 0 FOR CLARITY AS E fil to /2 0NO-9" TYP, UNO z: W/2 -1/2"O ABfs W/ TYPO 6" EMBED 1/4 Or FIN GRADE, WHERE GRADE SEE ARCH EXT SLAB S PERARCH OCCURS, SEE PLAN -I I F:� I I J 11 3x4 FLAT BLKG @ C) :z C) :2r- LfHD2A BOTH SIDES W/,/8" DIA EA "CS" STRAP MATCH VERT'L CMU MIN ANCHOR RODS @ 48" AT EA TENSION - Lir=,. Mi E''Ll I I E., Ll r=,. U WALL REINF FULL LENGTH STIFF BOTH SIDES TIE. PROVIDE DOUBLE NUT @ /* SIMILAR TO DETAIL 4/SO05 HD (ONE EA SIDE OF EA "HD11) of Uj:z 48 VERTL BLKG W/SIMP V /I SEE FDN #5 @ 12 L HGR EA END @ EA "CS" STRAP A A TJI HGR PER SECTION /S401 PLAN FOR 04 TRANSVERSE LEDGER PER SECTION 1/S401 SIZE SIMP "HD2A" BOTH SIDES 0 FOR ITEMS NOT "CLR. L3 3-#5 CONT NOTED, SEE PROVIDE 3-#5 j EA 48 BLKG 2-#5 CHORD BARS, TYP So SQ 3 CLR to 1 5-#5 EA WAY- ................ 5'-0 — AT TOP OF FTG 3/4 AT BTM OF EE PLAN FOR ITEMS NOT 48 CONT LEDGER V 7 NOTE: x2'-6" PAST CMU NOTED, SEE ANCHOR RODS @ 16� FTG CENTER CONT FTG J -4 1 WALL OPEN'G, WHERE JOISTS PARALLEL TO WALL, JOISTS PERPENDICULAR TO WALL A W/CMU WALL, TYP 401) OCCURS ONLY 613 �2 ROOF JOIST ANCHORAGE TO CMU WALL 7 HSS COL TO CONC PAD FTG 6 EXTERIOR CIVILI WALL FOOTING 5 2 H S S 0 NOTE: S40 PER PLAN DO NOTOVERCUT HSS COL PER PLAN TOP OF WALL PLY'D SHTC, TYP SOLID GROUT :D LIJ ,NAILER WIDTH If SAME AS WALL WIDTH z 0) JOHN A.' MARTIN C z 7-- T\ LR 1/2 HERE JOIST HANGERS NAIL TO NAILER, ASSOCIATES F— SEE ARCH DWGS SIMP MST37' STRAP :z CLR ineers FOR ROOF SLOPE NOMINAL WHERE NO JOIST HGR. OCCURS Structural Eng* CAP fL' AT SIDE NAILER. 950 S. Grand Avenue < (EQUALLY SPACE & TWO ROWS OF B. NO @ RWD os nge es, a i . . ...... ............ < co . ...... . .. ........................... —6490 .............. 1/2" FULLY NAILED) 0) Phone 13) 483 CONT TOP Z:) Cd Fax (213) 483-3084 NAILER CONT CHORD BARS Job# 11868-70 00 M . r�p- 0 TYP PE R SECTION 4/S401 00 7 4x K RWD WHERE OCCURS ............. ....... ........... ..... ................ ................................... .......... (SLOPE PLYD PER ARCH) 4 4x1 2 VERT'L BLKG EA f WEB STIFFENER JOIST HGR W 7 -7T SIDE W/2-SIMP 1A35 /,---7 .7 7 w C) LLJ 0 EA END EA SIDE .4 r*,i- r CY 3/4'$ GROUT LOW HYDRO LLJ j, TYP "/16 "A.B. @8" MAX SWUM 4M8/4Z7 of the Y4 ment cWe roWkw a PLAN (CENTER FROM EA. END AND I I/ m 2- THRU BOLTS DBL TJI PER ...1 4' LLJ 2-#5 EA END ro= be Imed befam a RF JSTS fir, 16" MAX IN BETWEEN -Pwmlt to MOUVOW W11 be VON. Or pp CHORD BARS A W/HSS COL) CMU WALL— 2-#5x8 MASONRY WALL >i #4 @ 16 TYP TJI PER PLAN (OFF V Cd (2) wad&g days bofam HGR AS REQ'D AT 1E 1/2 x4NV-0" W/2- ym rPLAN ANCHOR BOLT 5/8 COL EM DMENT VIE V MAX. SPACE 24 W/ 8" MIN EMBED PLAN VIEW ... . ... PLAN VIEW 1z f N 7.9-166 ELEVATION 12 DETAIL HSS COLUMN EMBEDMENT TO CMU WALL 10 NAI LER AT TOP OF CMU WALL 9 5 Op OF P =j ;ARAPIET _FF AR k 11­12�51 r -A 1^1 -r IM 7PZ I STAG - q(VE T PC �E WA OT S�HOW LL C RITY BAS E W_ 1/ He Namc Drawn-. JS Job No.- 2007-100 Desig I nen 01 BAJQEFM9ELDGm-%An I VII V SECTIONS & DETAILS SHEET NO. C";`1 T Y C . )" F B A E R 8% F I It L D % ft; A L JIF m) p R k N I A PU WORKS DEPARTMENT Ig" m I S401 Datc 12-19-08 Chocked By FVUM I CoNrLm SEE ARCH Nov DATE DESCRIPTION `TOP OF WALL 2—#5 CONT. CMU ALL SEE PLAN /* (VERTW L REI F, ONE CMU WALL SEE PLAN EXTEND DOWEL THRU PIECE AS SHOWN) CMU AT CC SLAB X z 9 CONC SLAB FIN GRADE, FIN GRADE, FIN GRADE, SEE PLAN CO NC SLAB Soo SEE PLAN SEE PLAN SEE PLAN SEEP GRADE SEE ARCH I 17—= M'' -III- i 7 ---- --- I �EMI IE''.0 1-.. ( T I �=�.7TT-.I—�-"L l,, 1LI r=,. (7, A ILI LI I �II II IIIE- II I E.- Ill,,,lll,;,ll MI I I I U J L.Lj 0 �, LLJ:!5 V) CL FOR ITEMS NOT 5,..0 FOR ITEMS NOT FOR ITEMS NOT FOR ITEMS NOT ;III,,,lllt1 l! NOTED, SAME AS NOTED, SAME AS NOTED, SAME AS NOTED, SAME AS 5/S401 5/S401 SIM 5/S401 5/S401 ff A I INT CMU WALL FTG SLABZGRADE CMU WALL FTGZGRADE 3 INTERIOR CMU WALL FTGZfSLAB 2 LOW CMU WALL SECTION 2—#5 VERT'L CMU WALL REINF_ (ONE PC) CONT FD N FTG X/ _j #4 @ 24"x5'-6" STD HOOK (MATCH CMU WALL REINF) A!: 0. .613 09 CMU WING WALL REINFORCING 5 0 A. co 0 JOH N A. MARTIN & ASSOCIATES Structural Engineers 950 S. Grand Avenue 0 Los Angeles, Calif. 90015 co Phone (213) 483-6490 m Cd Fax (213) 483-3084 Job# 11868-70 sm"m 4216/4217 of the VOYS111"mt Code re"Ir" a dert klerAffication nurfiber be Issued before a "permit to exoavaW wil be voRd. Cd1 (2) warldrig days before you 7.9-166 ReNam,.w Drawn-, A BAJQEFM9ELD VIUmAGE SHEET NO. ko"J""F rom" AAKERE30FIOELmum"', C.;ALI F%1.,-o11NIA PU =~'^WOMB MPAPMEW Job No.: 2007-100 Designer. CH 0 1 SECTIONS & DETAILS S402 Date 12-19-08 Cheded By. FHAW I MASAMMM L REVISIONS MECHANICAL EQUIPMENT SCHEDULE No.--- DATE—— DESCRIPTION Gv 3/6/09 C.O.B. PLUMBING PLAN CK. CORRECTIONS Roof mounted relief gravity vent, "Gree nbeck7'# GRS-12 with curb and 12"x 12" B.D.D., ES.P. Rooftop upblast belt drive exhaust fan "Greenback" # CUBE -098, explosion proof, 340 /--F\ CFM @.2 8.8 sones, 12"x12" B.D.D., start/stop through switch provided by 16000 3 Electrical: 1/4H.P. @ 120v.-Iph. Operating weight: 35 lbs. 0 / ' "GreenheW # CUE- I 00A, 970 CFM @ .251" S.P. _E_F Rooftop upblast direct drive exhaust fan,, 04 1;:K7 10 sones,, 12"x IT' B.D.D., start/stop with motion sensor(s) in toilet rooms per 16000. 1 N Electrical: V4H.P. @ 120v.-Iph. Operating weight: 35 lbs. C4 Field verify voltage and phase prior to ordering equipment. 0 GRILLE SCHEDULE CE Ceiling Relief Grille "Nailoe" # 6145H - CE -1 145H -CE -I Ceiling Exhaust Grille "Nailoe'# 6145H -HD -0 w/OBD Provide vandal -proof screws for installation of all grilles. + �A ELEC. PROVIDE 8"W OPENIN6- IN 131-OrX FOR Wxbu DUC-IT (TYP) ib "Xroll 14"A4" LINED EXH. 2"x8 VTR TO EF. vel 5DD. 2 ry IN6 IN /—EF--\ 12"x5" Ekr-,T .-2) Af3V. OEILIN& GV OU -11 -DOOR AREA CM 0 .12"A2" DTR TO E.F. N/ 13DD. N NOTE: EF -I CONTROLLED THRU (L %41TCH BY I6000 MAINT. STOR. TOM W (�`ON. K11TCHEN/1 STOR. 1 3: =4 a. L 0NOES 11 S W I DOOR LOUVER (5EE- ARCH. DOM 561 -ED) J )RE /_GV_\ cH/\NGE J r P > "N / JC/ 0 r/-\RTIAL MEC.'J"15ANICAL SITE PLAA N Section 4216/4217 of the CO CD No. M26578rnment ode require LU rn SCALE: 118"-V-0'5 gove dig -alertcidentification s a number be issued before a 0 Exp. 30-10 permit to excavate" will be J valid. W OF QK0 Coll (2) working days before LL you dig. N "R Iff'"TAh' k A IC A MEG 'A'k L F LU" N MECHANICAL DESIGN CONCEPTS,, INC. SCALE: 114"=1'-0" W 5500 Ming Ave., Suite 251 Bakersfield, CA 93309 �z Tel #: (661) 397-2114 Fax #: (661) 397-2116 7.9-16 6 Job: 08138 Plotted: 3-30-09 File Name: Drawn: M. Armstrong BAKERSFIELD SPORTS VILLAGE SHEET NO. (".1 w;*41 k a 0 m , kdo m. J F r B % A tom = Huft '%e'q 3% IN I E L r D 7 ;A A& L1F%--;hN1A PUBLIC WORKS DEPARTMENT Job No.: 2007-100 Designer: R. Banks PHASE 1 SOCCER COMPLEX MECHANICAL SITE FLOOR PLAN Date: 10-15-08 Checked By R. Banks M-1 0 2 • WPM I I TMI, 211 Frole'AN KIM W6Tt0_ SCALE OWCARM 5WARE LABE CDVM 455� APRON 6RADE 4" PRE-,GA5T GONG. WX 11CWI5rr 0 WITH CAST IRDN LID CLEM Off F-1-161 ORA,% FERRU AM PL%) 0 GLEAN OUT R15M 2 -KAY FITN65 IF CALLED FOR ON PLAN N04VB CON. 4!501L OR KA5TE LINE 0. 1 =1111111 i 4��Rlilj i - ----- 11111M G.O.T.6. SHOHN ZOUT MOM EXD16. To BE 241AY IN CAST IRON IF SP,CS. GALL FOR GA5T RON PFIW. OPERW-55E U -9E PVC�VW "r kNOR UT TO C"J'ADE - imm Wall mounted stainless steel F.V. accessible water closet w/back spud, "Acorn" W # 1680 -W -1 -ADA, 17" top -of rim height, * "Zurn" hard -wired electronic actuated 1.6 C4 GPF flush valve #ZEMS6152AV-WS I w/# P6000-HP6 hard -wired transformer (for up to 8 valves), 1.6 gallons/flush, provide trap primer accessory as indicated on plans, I" C.W., 4" S. & W., 2" V.0., WC -2 Same as WC -1 except mount at standard water closet height. (less "ADA option) Wall mounted stainless steel accessible urinal w/back spud, "Acorn" # 1707-W-1 w/ hard -wired UR electronic actuated 1.0 GPF flush valve # ZEMS6195AV-WS I w/#HW6 hard -wired transformer (for up to 8 flush valves), 1/4" C.W., 2" W., 1 V21") V.0., 2" W.C.O.9 * Wall hung stainless steel accessible lavatory, "Acorn" # 1953 (22" x 18"), "Pro Flow" # PFHGD L-1 offset grid drain, three hole punch for "Zurn" metering cold water faucet # 286100-CP4, (1) angled wall stop with supply, 17 ga. C.P. trap/tailpiece, Y2" C.W., 2" W., 1 Y2" V.0., 2" W.C.O., mount to block wall with expansion anchors per manufacturers instructions. L-2 Same as L-1 except model "Acorn" # 1951-A (angle braces) * FDCast iron floor drain, "Zum # Z415" with 5" dia. bronze grate, 2" trap with primer connection, 2#t W., I Y2`5 V.O. (2" V.O. below slab if shown) Floor mounted cast iron mop sink, "Commercial Enameling" # 871, # B-872 rim guard, # B71-3 MS (3") strainer, "Chicago" # 998 -RCF faucet with vacuum breaker, 3" trap, %" C.W., 311 W., 2" V.0.11 (2811 x 28" - 163 lbs.), provide 5 ft of 3/4" rubber garden hose. HB4 Recessed round body wall -box mounted hose bibb, "Woodford" # RB75 with door, integral vacuum breaker, loose tee key handle, 3/4" C.W., (core drill 6"dia. hole) HB.2 Wall mounted bent nose brass loose tee key hose bibb, "Acorn" # 8121 with integral vacuum breaker, V C.W., HB.3 Riser mounted hose bibb, "Acorn" # 8136 with integral vacuum breaker and loose tee key handle, %it C.W., DF Pedestal mounted hi -lo dual drinking fountain, "Haws" # 3300, 11 ga. Powder coated steel, green color, Y2" C.W., 2'5 W., see plan for V.O. if shown, TP Trap primer in wall access door, "PPP" with manifold as required for multiple traps, Y2" C.W. w/ ball valve to primer, R® 3" Roof drain, "Mifab" No. R-1 100-M w/ underdeck clamp, C.I. D.S. See Architectural Drawings for typical mounting heights. PIPE MATERIAL LEGEND 501L, KN5TE 4 VENT; PVC10W EXP05ED VENT; 5GH. 40 6ALV. RAIN NATM LEADEfZ5; 0.1. AA11—R; TYPE "L." COPPER C'PRO—PRE56' OR 5YEAT) 6A5; 5GH. 40 BLACK 5TEEL ,0,�,13FE /0 . M26678 LU rn Exp. 9-3040 C OF U% MECHANICAL DESIGN CONCEPTS,, INC. 5500 Ming Ave., Suite 2 (6 61) 397-2114 Job: 08138 Bakersfield, CA 93301 (661) 397-2116 Plotted: 3-27-09 & a _10-6 a--%, a A Z A M 0 hT 4"5EYq1=_R,- 5EE CIVIL DH&S. FOR GO IN. r V.O. 150 &AL. 6REASiE INTERGEPTOR W (2) VARA OR-TleHT M.H. TO I , C -RADE IN CONCR. APRON, (ON" PHASE 2 TRAf:FIC RATED TAWQ; "CODE PREGA5T" No. '750 661 1 A. PHASE I 4" PLUC� WYE .0, r (rrp) 2" G.H. - 5EE GIVIL DHeS. FOR GOLATIN. 2" C.W. RISER UP 12" wl BALL 25 50. FT. VALVE; ENTER (CORE DRILL) 4 R15E EXP05ED 5UPPORTED PER CIP-I A5 2" PLUCK Ca 2" e. R15ER UP I'2" 2" W/ 5.0 V; ENTER V.T.R. VALVE ELD'&.; (CORE DFULL) 4 R15E (EXPOSED) EXP05ED 5UPPOIZTE-D PER C/P-I PLUMBING FLOOR PLAN - SCALE: 118"-1'-0" ;F* OR, HI&H A5 P0551BLE File Name: Job No.: 2007-100 at 10-15-08 A2 11 G.N.20 K 4 211 YNI.C.O.; COREE DRILL HALL (TYP. 0 LAVs) N' G.K DK TO SLEEVE 4 ON TO D.F. (RUN BEL. 6RADE) Drawn: M. Armstron Designer: -R.—B-anks- - Checked By R. Banks 41, F.C.O. IN 51K— FIER 5/41, CY4. TO H.B. 211 2" KC.O., V2" V! Oa (TYP) K" CYq. HEADER W/ 3/4" TO EACH LAV. Yq-0-04- 2" V.T.R. (C0RE DRILL HALL FOR CYq. 4 H.C.0) REVISIONS No. DATE DESCRIPTION TOL 8Ln. QW. CAWS 3/6/09 C.O.B. PLUMBING PLAN CK. CORRECTIONS 8 146.19 0 5 FIXT. VNIT5 40 q 3 Ws. 0 4 12 1 M5. 0 3 I HB. 0 25 TOTAL 68.5 OGI 56 6W = 28 CA e 5.4 FP5. %VvnMO 1 2-4 P5.1 LAW02 11*0 ("PLUMBING FLOOR PLAIN SCALE: 0" * C4RE DRILL FOR H.B. (5EE "P it NXT. 50HEDUL-E) * C0RE DRILL I=OR 5/4" CYSI. TO 14.5. 0 +12" A.f=.f=. (BEL BENCH) BAKERSFIELD SPORTS VILLAGE PHASE 1 SOCCER COMPLEX 0 � ----2" G.W. - 5EE CIVIL DH6`5. f=OR CONTIN. -AZADE 2" C.H. UP TO 12" V. C w/ BALL VALVE: ENTER EILD'6. (CORE DRILL) 4 RISE /'\--• .0.0. 4" 5.0q. - 5EE CIVIL V_� N&S. IN. FOR COW =ou- _599M 000 4" 5AK P.O.C. :��14" 2 -WAY C.O.T.6. PER B/P -1 0 RE DRILL KNU .f=. (Tl P.) (L --o (---P.O.C. 5' OUT 51, K _SEE CIVIL DNC7S. FOR, CONTIN. 0 joa 004 0 —3* 2 -HAY C.O.T.6. W co 0. 0 .5-1 r::XP05FD 0.1. V.5., ;X;ORE y. J OFF-5ET INTO CAM41ER (TYP) 7.9-166 > IN 0 Section 4216/4217 of the government code requires a dig alert identification number be issued before a "permit to excavate" will be valid. W Call (2) working days before LL U dig. 03 cr W SHEET NO. P-1 0 2 I . I . . . . MATCHLINE SEE RIGHT . III I - . - ME: =011 SEEN No - ------- --- - - I . . I r I ; 1, I . ; I t I � � . III I t 1 ; I , i I I I I . � - I ' ! i I I I 'i I . 1 1----4 ! I REVISIONS I I � �1 I I I I I I' � ; I III, I : I I I I I . . : ! I \/ � I III ; � I ) . . I No. DA TE I \ I / I . I I ,\-. I I I I I 1 0-4 1� I I I I I I 1 1 1 I i / I I I . i I 11;' / / I I I I . I //'--' I I I 1 1 1 1 I I I . m I "'� I I I - I I 1 11 ! I . I I I � I I I . I i I I' I I I I I . I I I I I -- I - I I I I ! I II I 1 1 i � . " " JillI I L ................ --.- ........ � ................. �--- ... � .................... I . ........ 1- ........ � ......... . ............................ .. --.- .......... � ........... I I � i '.1; I .. I............. . . . ... I ... 1-1...'. 2 . , : � I � ......... --- .............. I ... - ... 4111 . ..... Jill . . I .............. I ........ - .. . .............. I .... - ........ ... - ....... - .............. . . .. .... .... -.1 --- I ......... I ... .... --- ..................... 11 .... .................... � ..... ----j III I . . . I i I I 1. III. . I . I ' -- III I . . \ I I 1 1- i 111,11 . I IIII - I ,I !.III � - '... / - I ug 11 I H i 3 1 " I -.- ..... I ... � ..... . � . U 11 z . I I, . ..... -11 fi I : ��� III . I . . . . \ I �-- . ......... I ..................... I I I 11 . /I- ---------_ . . .......... - ..... -11 � I I . . ilj� 11, ' . --�-----.--� ----------- I . 1.j I I I / I . I I I I -- � � L . I I !I I / // DESCRIP TION I I I I I ............ � ... I ......... . .............................. � ....... I I I - . - ------. I I I � I . I / III T I 1 4 . I somms EMIL � r -W& off -mi '0MItA 11 Ii L---,) . . . I 1 11-7 MR -10 -15- a Is eN K I I . . . I I �- C, . , � 11 1� I I'll, - . I . cr i U L.o I U 1\4 - ­- - ---------. ...... 11 ......... ----....' ...... --- ..... \ I / - ......- ..... � .... I I. - -... -, . - I ��'-.--� ........ ---,/ ..'-- ......... I ....... .1 ................ -- ..' ... I ....... I- ............. � ..... - ..... .. . � .... I .. . ..... --.-� ..... - .......... - --- ..... � .......... - I (� 1 1 - L� . . ..... -... - � - ---... 7-----/j , . I I I \\�'. -'--.'-'-'-.--.- ... �...--.--.-������������..-..-.-�.�l...-��..������� �uj -1 . ...... 1-1- ..... ... --..- ..-- ........ .... I-- . ..... .... I � ......... . ........ -/ I . - -. , -- :' -. - -7. � - landscape architecture I urban design I planning i ... ..--,/ i I � I ( : ' I - - 1��V' 1111-111-11.11.11), .... ----...--- ...... I .......... -- ...... ...-I..". ----- - -.......1--l-1- L�1- ---- ------ � ... -.--- - ...�. ..... - -.1 I - ---I - - -- . - ...... � ..... - ..... � ... � 11, -* - : ... � I I \,..-, �'N I--,- ;- --�� � -� I � I . I -----/ I 8 ) � -11-----�-..� ---It-----X --- �-' / ��� " WIM1 I . . . ........ . � � / I . � . . � ' ' 11� . ........ � ......... , ... -­--- ......... . ....... � I 8" East Gwem Sked, Ste. "I . ; \\ ........ - ' .... - ' �' � -- -- --------_�t � � '�; , . � � 1-1. ' '�' . - ? � � . " WAS * 1� ... �� ....... �'-.-- L- \-;\-/\."1'../\."1".'/ � : ' - * ". . , � . , '� , � � . � ._1 .... * .. . ..... ...". I � � � � -. -� . , --�- � - I , : : , !7- TZ; I � � � . . . z 4 , . . . . � 'k.. . , : � � , , � I I . � � . � � � � , I . .......... �...- -.. . .L . - � .. .. .. 4 � ... �'.T--. ...-. --:�-' ...... �K ......... L-2�.--��--i---L--t ....... :� ..... 4 � � � + � � � 4 � � z � � � - . * . � .... -- .... 7 -T ...... . - : . I r ... * --- - - , ! � � . .1 '. , 'v '�: ------ --- �-- .1 � ' -��'- --"�; -I � - : . � , - ' *1 � ;k, i � ... ..... .... -'�-I- . � � � . � . F-:'---'7� . ... .... � ... ***-�:-. . I �; + ., � � I -� . . � , i . I. §' � � � � � � . -� � � Pasadem, CA 91 1 01 -1 . 11 - 1; � --. ...�l ........ �t- ...... :�: ........ :�L ..... . ..... . I .... --- .... � ... - ..... � ... I ...... � ... -.....-.- � .... ....... -- ........ ---v '!� [me i I � 'vI � � ,,, , - , I � " � � � . . .� � , � '17"I � - � � '� . - � � " '�:." 'v .... �i' �V , � , � 3�' I I . i. I I I !.,I. �. 1� . � . !. � + � '� . I- "I"'", :- .1 � . � � " . �i " 11 � �! 'L-'�'%%- � � � � � I � I -I 11 P q : : � � � � � � - ; � : I - - - �! . � � ­ �; . . � :� . . .. � I . . -1 � � . � � : . . ; ! I- 2 ' ' ' --- �- . -1�' - -'� - - - 1- � T 1 626.795.2008 f 1 626.795.2547 . . . � r, . j ......... . ...... ....--- . � � � � �I� � � � � I , , 0 . a ; t � : : : : z : : : � . I . . . . . . i * " -L-t-- ........................................ � . I .: I � . . :. ; . . . �t � . �. . � I I, . I � :� ;� . � � . .! �: . � . � � " ' ; ! � z - w 1� I - ' - ' - - ; p I I � � , . 4, � , � �� " � , .� � � ; ` . ..... . z : . � � + � �; �: � -� .4. *.- ... �- .... ... � ... ��-..-.. -: + � � �! � � � , : ! � � � � 4 � � www.ept"ion.com ; - - ... W., ...... I., �� : .I t � � : � � � ." . � , . ." . � , . '. .��.'. ". � � � . . I . � � . � �. �i � I � � � , � � ' .1 ;- � %%.'%� . - . ! I I : I � . . I 11 ' :. . .. . . . I. . � . - � I, I . . . �' 11 � � � � * , ! ..� 2 ' z : �' � , , . . . . . . . . . . . . . . : . . I \ .: *1 � . 'P � � � � � , , " , :� I I I � . . � " �' X ; � . � .1 � . � , � � 1P , � , , " � � � , � . :� , . I ... ..'�' , � � � . � . .' � � - : . \ : � * � � a : . . " -, ': � � � , , � : : ; ; -� . .: .� . , � � � �� � � � � � � � � . , \) . . . . 1 ' - - - - - - - - . � � � � " � .: - I / \ I � � � � � � � � - !� :� � -� - - I I , '�) � . � i : � .' � '. , � : I � � , � � � � : � � � � � � : � ; : � ; I I :' � :� . � I � � I .1 � � � � . � � � �! �: . � 1� . �' . �- I � � . � !� :� -, � � I �i : 1. : .: - - - � i - I - I 11. '. . - j" *.'.' - � .� � � , .' ., ' " �' J, �!.'. � � , � 1'.*.%%%*.", � -.'-';.. � I � � � �; --_".- '� -- -. . �..'-.-r" . . I z. � I . � � � . � � . . - ; I I � . : . - � � �' . � � � . .1 . � � I . . I - i - . . : i � - . . � .. - ... �;:* ...... - .... I- � ; ; -.111-1.111 ..... � .... .. � ......... �'- ... .. *V ...... W--r-�1 .... ... v --/v ... ..... V ... � --- � � � I - �..-.' .... � .......... '.. � . � �/ . � . .-^'--:�7� ... -� ......... 1* ....... 11111*-�--' --7-7 , , . ........ � - I ............ � ... , , � � , " �'v �- � � f. I. � � I � . . I. �� . . � . . .1 � - &: � . � � " - � % 11 ...... � --- . � . -�- �- � !� 1. I ............ � - �� - - - .1 - , , . � " � . -- -.'.'...'." I � �' � � * , , I' � - .1 1-1 I , � . � . �- . � . -t' , '/4' � � . , �� - , - . - I I . . � , 7 ' � . � , - ' -1 ...... :::.X'�: 11 � .1 - . - � -1� . . . . . ;x�. - --------.;��.1711 ........ I ..... - '� 1'. -.... .- . I � � � � � � , .' . - -- 1. � . � � , � � � , , 1�1'- I �'�� � . V. I.- 11 4, , --.-,f ..... .11. � � � . � � � .. . .. , � � � � � � I I . � � I. ",-1, ,.".", � . � � � �" '�� � , � � .� � �. . , . : -... . � -'��-- -r , : . . .. . -;'//-�'%'---"-'��-:' ''. . , . - , ",/" , � � � , + � w . %%� , , z : . I . ;� � -, , . � . �. . � I :. � I I- '. , - - .... - ' ;- ;- � � " � - � -. .'� ..- � " , ,� �,' � � � � � �. � � � � . , �� � � , '� �: : - , ''.- I : ­' '.� .... . . n-" , � , - ; . : ! " - � .. ;. , . I. � I �' � � �� � � � � � � � � . � :� I � � I . . � I " ,' . . . � � , I 1 � � - I . - : . . '. :� , . . . . � � � . . . . . � � . . � � . : 11 . . . � i� � I -.i I N �. � . � � � � . � I � . . . . � . � � � . � . � - ! : : .. . . . I . ; . . - : .; 1-1 ; : I- .6 .'.',,.,-; � ' . . . � � ; � � � � � � � � � � '� , � � ': � � � � . I � . � d . � � � � � � � . ] . I -� � : ; �' � � � - � , � , . � � � , �: � � " , � � � I ,� � � I , .'' � X. . . , . \' ..... . I , " � . I . . . . I . i i �.'.'. z : , , . : : : : � ... .... . I - � I � , " � -� ;. . �- � 11 ,. . I . . � . . !� � -, . . , � , . �.- . � . � 11 -� � . I � � . � . � Iq � .. ; ! : I - 7-......I.- - � � I ... � ... 4 ........... � ......... � � � * � � * . � � I v � i - � � � � � � i - + - - - : 'v * . , . � + � � , � � 'P , , � � .4, � � � �' � � � � � . � � , , , � , , � , � � � , �. . �"--70-"� 1 �1 . .. t ..... * ....... * ... * .... ...... - ......... t ........ � ........ �� .... . � ...... ........ � �' . � � � � � � ! � � I - -4! . � � . � ; I . �- . . � . I 11 , z ...... I ..... . ...... .... ..--.. . --T ......... ! � . '% I . . : . . � . � . 11 . . � '. .. . � .: :- . . I . .: � � � '!� . . ��:.- -----;� . I � . . .. .. . : : ; 4 , : ; � � � . � I I . : I . � - :..t ...... � * � t- ... :!� ........ �1 ........ :�t--_�t 1-1, . �' � � v I � � � . . . , . ". �! . . � I � - . . I. . � . .1 � � -� . �' � , . , . ----, .................. : : ' ' . � . � . '� � � * " � !� ' ' ' ' ' ' . . . . I 6 � � � � , � ! .................... � ....... _ .......... * .... � ......... �; ------ T -T+ 4: ... � ..... - ... : V ......... I .... � ... � ' . * I : : � � 1 � . , � " . 1 . � � q, . . '. '. .. - i : ; I : ..... - � � � � � �; "' -�- , *�;! ... * ---- - -- ....... . v � ' I I .. - ' ' " � � � I � . � 1, � � " �' � . � ' - ' ' I I . �p � � � � " � � � .' '� � � � "*' � � � " �� ..... 'i; , � I � ----v �-----' . I . --" . � , � � � 1. 11 . - I - z � : � : i I � � . � . � � - � � � '0 � . " � . � � � . . . , , ; : ; � � ..' � . � . . . 4 . � . � I 1. ! _ 11 I � . � I . . � � " 'I ' ' ' ' , � � � � 1".. \ . , � � � , . . � � � .' . � �' � � . I . . I . . . . . . . . , �'. . . � � " , i � I ___ --- I 1 1 M"I", i . � I I ' I I * . . �� : � .� , , � � � � . � � � � . � � -1 � � � � . � I .' " � � � . . 1 . � . � 1. . � � " � 4. , , , � � , � � � I � I I- - . --- - .... ... � �; � � . � � � � � � � � . � � � , , � , , , P, I . , � - , � I , � ! � � � , � � I -6 I 1 --VI -%* ... "�'.'�" ..'.'.' � ; , : , . � � � . , � : . / / W.� I . . � , " � � � � � �. � , � � ' � � � 1� 11 - - . I . I & � , . , � . � . � , - � � ' � �. .. �- . I - I:. . . � . � . . . I � � . '. I ----- - . � . . ... -.1-1 ......... - . . . ., I � . � I' ' ' ' ' ' ' ' ' ' �' - . . . . . I . I . . - . � .. . � . . . ...... �.-.'.. .-------------- , 1 . .� . � � . � . . . . '� , � ., � - � .� . � , � � " � � � � I . � � � '. � � I " . ", * ' ' * -:-:'�-A .......... - ..I..- I .... . � I � � � .' � � � , I. I � I � � . I I . � J '. � � 11 I * � � -"" -"" -, � . � � � � , � � � � , , . � � � . " * � � 1� � � � � " " " � � � � 4 + * . I . , � I 11 ! �' 11 " �'.'--;v � � � , � � - - ' ' ' i :::::�:: :::::::: � ... �' .... ," I ; t I , -.- '�" ---,�_ I � � . . . . I . I 11 .... "�.. & T - I � � . d . �% ". . � � � � � I j I . . I � . . . . - � � ; I . � , � I � ...... K -) . - : * " : . . I . � � � . I . -�'.-.+ � � I . . . . I, .!. \ \ -1 . � � � .4; 4, , , , .� � � ; � � , , I . . I ... I , , " � � � � � � �: � + � � -/� . � . � : � -1. I � I . I I ..,.,. , . � � � .*.,-' , '� - I . , .,\ � . 4 . � : �- '/ j I - - + . . . � I 4, �"'. � . . � � . 4 . I . � . I , � , � � I I , ' .' , , � � � -Ii�' '�' �' � � � � � ] . � � . ] - . . I I , : - � � � � / � '. , : : i . I . I . I I . . "� I , : . .1. I . : \ � , . � . , ... � I � , . .1 � � � . . I � I . : . . . � . ." . : 1\ � � . . I I . ...... .....". -.'� I : " 17- ' I � : /� . � - � \ � . - . . 1� � � . . . � - � � �. �/ � . . � '\'� - . � . - . . � : K ) - . �- . � � , I �' . � � : I ; , - : \ : - .... .*.'.'.' V.%'. ! -1 11 - - 11 I - �11 I - - - -1 - , � ." - � � � 't f / i f � - ' � � - . � 11 � � � : � � � � � " -i , . . . , . 1, %...'%' ' ' ' ' ' : - � / , " ' I :,:: ... :::��:':-- . � . � . : I � . I ... � C.""'. --.-... : � ! ' '� � . I ....... . . . . �/ . . I � � � . 14 ' \ - -� ; ! . � . � : � � � I � ; � I . � . � . I : : . ! ; . . � . � . . - : I I � . � . . -1-------.�-------t---- -------�+-�--�--*--k � � .� � . . � '� ; I ......". %%v. . f . � � . I . : . � � "! I - - ,,, , - - � - , i -;-- -- . . . I I . . � I � . � . . . � � � � . . . . � � � I - : . --:��---�t-- ---��.--:t--:��-- : -- ------ I I p --� � � : -j V I � : : . � I � � . � . . ------ - .��-� - - * ' ' ' . ; ' - .' -- --- . � , � .... : -1 i i : I . -------" " t I I ' 7 1 � , , , ;� � -� � � : � � � i. . � � . � -� : . 4 � � - - . I : I -I � ... , '\ .. , 11 '* . * � ' - , �\ � , w � � , , - � �' - , ;1 : \ " I " . .1 . . � : : � . �' � . " � '. . -1 � ! � � � � � .. : . . . I 1� : I . ..... � � , , t'.%V. ... \/ � . � � , � I , I � , � ' I , � . �� i I . � � I � .4 1� � I . , .. I ...... - ..- I -.*".'.'.. I 1. .1 � , � � - '� -.41----*- X--4--*-�ir- -:�L_ � � . . � � z. � 4. � � : � � � - * . . � I .1 * . � C I � � . I . . . \� � � � . 11 1, : . : . 1� . � . . . . . I. � I I . ' I . ' �- � , , '. � - � � � � � " . , � �' : , � .� , : ! .... --- ...' .... I � - - - � - � �. � --4-------- ! - I ,I 'II . � �j '� � - � �.' � . - . . . " � � � ;- ; .... / I / I * ' ; I ; � . -- ... � ...... -- � � , , , -t .... 1 ; I � - � � � 11 � � � � � � , , ! � , � I � � � I � " .1 , - I I . � � I ' ' . , . , . . I �%"'.'X".%'.' ! . .� � � I J, , , '� . . . . . . /' w i � ' ' ' I � . i � I : I � � . � I � :11 � � � 11 ; � I � I � � I I � I �' , A � . . � . . . . . � . I : : � � � .' /�' ... .. V......" . . I . " � . \. . . . -, ./ � � . � � . '�- ! / / , � . . � . � � �! ' � - - - - - I ' - \ � � � � I � � � � � � � � - � � I , , � ! . . � ..... N ......... I" � - I I * - ' � . 'i .1 . I � I , � , 0 , � , , � � � � , .� � " � � � � , � , - '�� I ; r A-1. '.."." : -1 . � � � ' � I . � .1 \ - - - - ,/" � - � , � . ; � � . . � V � -1 � � ." . '! I : � , � '� . � I . I . . � � .� � � . . . . � � � � '. . - .! I I I I - - ��"": , �"/� . � �- � � , -, � , � � � � � � , � � � � � .16 'S. r , ,. � � -VI , � � . � ! i i � � � . � � �. � , � " " � , . � � - , ..� -:� , , . ., � - � � '. � - , .... � � � � �� 1 � I - I - - � I �' I � I � I ! I ... � - ---. L I - " ; , -, i I . � '. � , � . , . , � " . � � . . -,-,z - - ----- C- -- I � - :-- , � I .' � I .L � . � � -, . . � . -, �- , . . �- � - , � .... I � I � , . � � - - I ". -1--1 I,' " � � � . � . � ' -� � . . 11 . -v . I I . ­ - � . � � , � - I - " � � � " " . �� ' ' �' � � . '� � 1, -� �. � . . .1 . � � � � � � � ,� . � : , I �i ' I ! I I , , � " � � . q, . 4 . * � � v 11 � � v � . I . ". - . � 41 + " � � . � � . � -k . � 1� ..,.,;. . . � . . . � - " � � � � . 11 . � �' " � � � ; , � � � � .' � � � � � � � --" - -:'r:�:�:': ..... -, ,:, q, " � I d' T ! : � � � I .... -- . ...,::: ' * ' .1 . � . � ' � ' . ' " � , , - - I � : . ' ' - 11 I . . . . . . � . - � : � � � � � " , � : � � � � .� : . .. I . . . . . I � � : . i I i ", I ' I � � � . � I . �; � �' � . � � � � . � � " � � � � " . . � � . . . �" � � �' � , .' � " '. � , .- , . � 1% .'.'."'. I . '� : . .' '� I I ' � I I j I �' �' . , � : '� t : � - � � . � � � � � . � � I. � � � . i ; ; I � ' .I' � ' � I � : .' � � , : . � � I � � ,.,. [--.::�- .-I ..... . ...... - .1 ' ' ... . �' . . � � � . . 1 , , . . , � , � � I � � fL . . . � � � �� . ! . . . � . � . 1 . . . � � . � � v . , � � . � � ; . - � . . . . . I . . I I I : : ' ' ' . : " � , . : � � .... ...... . '. �! , , � � � - w � � - .. 1, ! � � i : , . . . � : " � � , , , : . � , . : ; i I I I I � - -� � I � I - - I- � . � , . .1 I. � � . � . - � � -� � � . . � - � . � � . . : � - � � � k- I ....... :/ . � I. � -� , .� � � , , - I I 1, I � ........ ­ ............. : i . . i . � . � . . - � " . , � . I . . : . . - . �� . . � I. �� ':' � I . I � . � . ; ; � ' I 1 . � � � � 'W.- . / %V; I i . , � � � � � � � � � � � � . ....... -- ....... -... -1.!. . ......... . ......... ��' . , ......... *..' ....... *"--.--,k- -�*�� ....... ��---�k-- I ..i � � � � , � . : � . . � .... * .. . ...... -� ........ � . ... .. .... . ..... � - ... � � � , ,' 1:1:11 � , '� � � . � � , � i : : . . � I � I : � , � i � .� � I . � . . . . . I � . � � .. ' [-.,';..1'...�.Z;.' ... "'w --�11.1...." ....... I ... I .....-I ....... - ........ - ; ........ ­ .1 .... . . . � � i : . �' � .,A, . . , . ' . I .. - I I � � : ; : . - ,.-* . ....... : ........ 1: ....... ... k ------ lk-----* ------ IL- - . ....... ...... I . I .1 ��/.' ' � � '. , , � 1 , , . � . � ,- � � . � � � � . . . � � * I . � � � . � � � � I . � �'\ ' ' ' � I � . . . � � . � � � . . � 4. , � , � � � : .' � . I I � � �� . I I - " �' - I - . . , I . . . . . . . . . . . .. � , I .. .1 .1 : : ' ' + � : , . � I . I I � � � ; � 1 4 : ; . . � � I I � � I � � I � - , � . I �' w � , � , � � � � � � W . � � - I � . ; � � � , 1 �' . I I . 11 I . . � I . . � � . � � � I � ' ' * " ' i - . " � I � � � � � � , � � � � � � � � . � " � , - . . .i - � . '. � � � , � � - � ; . � I . " , � 1" I , - I -:: . i , . .' � � � � � . � , � � . � .1 � . 1� iI I ) . � � � " � � ' � ' � " 11 ' � � - � � " v , � . . . . � - - - : -�" I , . � I � .1 . , I . -� * ' � � I. � � . � � � � . �- � , , " � � I - . 11 � � � . v ". .'. � . . . , ' I � - I � � - I - � � � . I . I � � � . " � . . ,k::: . . � � -1 � . � � � � . .. � I. ... * ' . �' - I I . � . � � , � , �' � � � , � . , - I . I . � �- � � . 4 '. - : : . I . 9 ' -"----2' . . 1 -11. � : , � � : 'i .. � 1'. , i . . � " ' *' ' ' ' ' ' ' ' ' ' � .��-1-:-:1*-z"- . * . � � � � , � � � *"- 1; --1 ' . ' . ' � ' , ' � � � / " * , 1, , " - , I '� � � - - -I , . � :!�- .... I.- � ' ' . � . I � " � � � � � � ' ' : ! �- -1-11, . ...-.,*--,-- . � � � � z . i 11 ... - , , .� ... , I , � � . , �v . ', ! I ' . \ - . . . . I . . . . . - - - - .......... ........ . . I-., -.'.\ � � � � � - ' " ' ' .: .: �: �:'f ............ � � i I � ' ' ' '-� , . ... 1 � � � . � I � , a- - - I� I ........... :'....-.- - �v . . I . ', . * .41 . * � * �' � � � , � � . . � . - . � � � . ! . � � � . . � � , � . � - : . � � * ' I I P I - - � I .%V.% ; I I- - - ; I ' * ' ' '� ;�- . , - . . . .'. , � � i - 0. , ' : I I i : : : � . � I I � i � ..... . ... I - . � � I . I i "I ....... 17". 1-1 ..... .. ,-..-. it I I 14, . 1� * � -. ---�...-� ; - I . 'F-��... \' I '- 1� .I..... . I I ...;-�� ..... -ZV-�'- -. I 1 -"\.1 -*-1--1--.-1-, ... 1:.11 I , � . 11'- I. .. � , �- ..... �\ ..-.-- .'...'..' ... . ... . ... z � -- - - � . � � I . � � � � '� � � -� .. �: ... , � . . .............. .......... � ..... - ... Z� ...... �� ..... -.'-�;-'-�T..' ' ... � .... . . 'I . . . '' -- '� �.�t� � ...... \-'--',-- - -- ' : ; : : I . .1 ....I.- 11 . I I.. r: ; . . � � ..... � . . I -� � � -� t :� � . : � � . � I . : ; : . . -. - . I � . . , .k � . . 1. � ... ** I .1 � . � I .1 . . T - ..- - � I � -� . � � � - � �' � �! --- 1, . I � I .1 .... � ....... ��- ........... � - ------ 7 I � I I . � -I 1.11 . I � .'i . .11.1".1. ' ' . : : ; � 0 1 1 . 11 : I . I � 1, ) i .. � I � � . . � � W 'j. � � '. � � � , , , � � I- � -j 4 � � � � � � �! ; � � " � , � , � I .- - ....... - �- ...... . I - I *�%%'�"-%% � � I I � � , � , � � I . . I . ; � � . "i '�. . � I � !� � � � � � !.I.. . � -, -� . . � -1 � � � li, � � .. � '�� � -, : , � . '. � , � .� � � , " , . �i.:-' " � . ! I ... -'�-' ... � � . � - -� -� , � . � , � .� �. � : . . .1 . � z �' ' ; I . - � . � � �- . � � ; � �' � . � . � � . � . w , I � . � .. .1 � - � . " , - - � , . . �' : � ; � � � -Nj'::: . -* ... -I I ; : � 1� i � � .. � � ,� � � � � , � � � � � � � � ,- � � ��. . I . �- � . . � � , � -1 . I / . � , � , � . � "I'\) � � � � � � .' '� . , � .1. . . I . �� � .1 .. �. I I " � . // , i ' z - I -�- / � � � � � 41 � � , , � � * � . " � � � � . � �!'� 'P � .... ; % I ' . ' , I � . . " , ! , I * . I i ... ... 1. � � '� � � * � � � � q, � � � . . + � . . . . . i� . � . � I � " . � , � � 1, � , . . I . � � - � " : - � " ; ; .1 . 11 11 � 'i . � � r-..-� . ...... --.,.- ...... � ....... . 1 � � . . . . 1 j . 1 . . " � .' � � � � - - . i ' : : . .......... .......... - .......... - ........... � .... -� � I : A I // / : . � � . � .j.1%%%. � f " , 1. � , '� . � . i � . � . . �: � 11 ---... . . . . ........ ...W. -I.- ... �. � � � + � � . � :� .:� � ' " ' , � � .' : �' � � � � � : � z . I � � . . :. I � � i ,. I � ... I I. � , , � . � � � � 1 4. � I / � I � � �' , � � � I : i - I . . . � . � . � � f". .. '. t-- I ' * i % . : : * . . -�- . I . � . : I i T t . . - - � - .,.----- � ............ .. . - � : . ;' i I :' "�� � ; " : . : I , I , '�--' I � �I : - , I", " � . � . : : . I � . . - � � I� � �. � � � , � � � � 1� / I " ; : : : : ; i I . . . � . � I., : , :' : : ; ; , , : ! , I , - , , 4 � ! Jl:!' I; � � � � � � . 2 � � � . � " � t " '� � � 1:7.. . : : " 4 4- � . � � � � � z � , - - . .... . .. -.--.--! ; : ! : ; ... %. - -- ... � - --'-'�� .... -...'': . : . : - . ';� ........... P. :� f : - ! � ; . --.-�--k ... � .... �'-- ..... �� ........ :�� ... .� � . -!;. � . I � ; . . � � � . . 1� . . � � I : --;t ....... :�'-�-- ..... I . . - . : - �-1 . � � � , . � '.'��'� '_ �� I , : : . � * ... * ... ; ; - ' . � . I t . " :� � � . . . . . I � . . . . . .. . . . � I : r � � . . � . � . -1 . . I I . . . I � � ... I.--.1 ... 1 .. .... .. -- .... ; . . ........ . ..... - : .11 - - - - - I - I '� I--- ---(,( - . ; ' L ' � ' � ' � . � � I . � ... . � k�--' i . . � . ....... -,.-..- . � � - , - � � � * .*.'.'.' ... .'. -, I . � i ' � - : ] - : : : ' ., � � : J - - , 11 ' * '� I '� I *. � ' , . � - - - - . / --�t. � � . , ' ' . � � - .-......------ - I ..... I � � . � W � " " � � . . . � � . � � � � 4 . . . __-.0 ------ --1 * ' * '- i 11 1*1� - , 11 . * , : : . , - � I I ! -�-� , i- . ...'- I."- J, .... ."l-, . �j * - �-� � ,*"*"'I*'**'* I I .. - ; * I ....... J.. '.1 ' -' - I .... . ..... ,., .'..'-'-I--��'- I � . I . . . . . � . I I -1 - - --.- ... I ..... � ... . ....... -- - - .......... � ...... �-------'.�*--...� I I ..... I . . . , �; '�-� . .1 1. . � � . I. � � + '.� � � ; � . � . I . . � � . . . � � . . . , � � I i ..... . ........ * ..... - � � . '� k t . \-_..._ . . .... __.+-----';' ; , ____�� ......... Y -I.. * - � ' . . IV I , . . . . I , I . . . . , , , -) j ;' � . 'I * ' ... I I .... I , : -11- .... I--- . ; � �= : I I � .1 I .� � � � . � � � .' , � � . ., "' "" . , . . . . . ..... . . . I . . r .� .. . ......... ­ . . . - ..... - ......... � z -- ...... ... --��--'- ---* ... � ... � I. . . - � ..� � � . . . � � . * � \�- - - ! ; -----��� -, I -- I , : . I . . . . . � I � . ' ' ' . . . . """"' " ", .. ..... -1 .... ....... - .V"". .I.."', . � � . � � , 11 . . . � � . " " �' � � . � ..... . . ........... I .. -..' � -. --- -� , /1' � I " , � , . . � � . . � . . . . � � " � � � � . . � � � � � � " � '.-- "..'.' ;: �) " I 1 I I I * ...... ± ........ �� ... ......... I -1.1- ........... � ... I ...... � - ..' ".. ..' -..Zv-' ..... �vl .... -,. .-.,. � il ... " -�' " -"� . i + � � P, .... �� ... * .... * ....... - : , "-..� . :: . � � . � � . � � . . � * � � � � � 11 I � � � � . � 'N. '.1-'-'.. . .1 � . , . ��' � ....... 11 . ........ '.- ...... . ...... - �� � ..... -.. - ...... .. - I - --.... I - - .U."', I I I.. - I,--- - - . .� . - . . .1 � . . . . . I . � . � � . . . � . . � . . . � I - . � ' . � ; I � ' .... - � ...... . I ,I . ......... ...... � = --v- --" - - I � I 1. � .. * .1 1, ! I � I - '7�-� � � ' � ...... I '**' � . ---­'�'* ........ ; �� , � . �: ........ �;' * .... :�* ..... �' . � � -'� " � � . � . � � � � � � W � � -1 1.1 ... � .... -, . . ......... . ......... . ....... --­-... � ........ - ...... .. . ..... "......- I , . .' � � � . . � I. -� , ' * ' � , "'-�- . . . , . ! . " . I . � . . � � . I I. . � . 4� . . � . � . � � . �. � � , � . . � � � � � . ,- � . . . � . . . 1� - . -� � I 1� -0 I , . � . �- . . . i . , '. I :� / . \ , - - ' --- t"...... . , - � � � � � - r , � � � 1� I - . . I - -- .... , \ , , f � LLL '; . w � - *. - . -I. I-- . , �::::::::�:::::� - �'..-- I I Y* ... � � � - j. ..' ...." - - ' ,A - ��4 -- . , . -.' I - -1 . . '��. - -- �'. � I- + . � . . � � � . . . . I . I A ...%,.. ....I.,. ' - --- ; 11 ��' - . . . � W . � � W � ! . ti T I , -� . 1, . � � . . . � � . " . . � � � . � . � . � � � " �:'. " I . ' 4, ' - � \ � ... ' � ...... , , . - .-� � � � , , , , " � . , . . . .. I .11 , -,�.' - . . . * ��---j�. --- IL-Ak ...... :� ....... -��� , �' � � * � � . � - - - \ 1, 'v � � . � * � � � � . . . . � . � � � � 4 � � � � � � � . .' I i - ... �� __ .... �� . . �' � . !� .... .. :�-- L---.i�j'---2!�� . . � � . � � � , � , ' * ' I . ::::::�: "'." - f- I . .. - : . � � � � � �p .. ---v ....... �-. � . . . � . . � . ...... �- - � �7 - - ......... � L. . I ."*I'.'.'.'. , I . I ..... � � � . , . � � . , � � � � � " I . I � . � . � � � I . -� -�� ........ * --Z;-,7 � ....... �---- '� � �� � . ...... � ... -.- - �. . , . - " w � , . � � � � . �. � . . � � � . . I � � � . I . 4 - � I , ' ..... :i:..1..'1..�:.9 � � " [� ... , ......... �� ....... -W...-- ------ � .. I . ..... .. I � � � � � . � � . � * � .... . ......... � ] . . . � -1 . 4. . � -T,-, ':'�V'�Z*=P'-'-'-'-'-'-'-'�'�' . � � - � - .' � ..' ......... 4" '- � , - I � . , -7 . I � .... ; : .1 . . � .1 .4 - . � - . ......... ....... - �'� �' �I � . � � . � . � .� . ..... � ..... - ..... ---- 4 1 -I.L.1-, -I-- - - � � .' 4 . � � . . � � , , � � � P : , :-:T-:-:':-- ...... I.... - .-Lj � - , � - " "' ' "' � "�- -', . : . 'T7 � - - - - - � - - - I .,.,.",. . . . , � . � . . � . �- . I . � . � � �' . � I . . . � � . � . � ' ' � -� I � � I I . . - , . 4 / 0) I . .. .... - ' ' ; � � � : 11 � � � � I � � � - � - � � � � p- .. - .. . ..... - - -- --'-v---'i; ........ �i. -;; ........ �F- -Z .Y. '-.,. "__.L'� ... . .. 1- . ; ,I ' / I I I . � '! . . � � t � � , , � -1 1; -V- � � . , � .I.- ...... T'- - .- ---.; . ....... � ... ---� ..... ----1.r..- . ........ � ..... ... 1�1 .... ... - .... --.- 1� I � ' 4, ' ' ' ' ' ' ' : . . . : . I I . I I . � . i �- I � �7 . 4 i .... *-1 -1-2. - -.11 --..- ..... . . - � � - - , . . � I . - ". � 14 . � - I � 11 . , � � 11 " � I ' � ", '�.�.' � ''. - i ... .. '-F ... � j . � W ' * ' -5 '['... "t . - � : : : : : . . � f r I ; � " � . . � . . 4, -� � � � � I � - . I . . i. �' . I � � � I ! . . I . : . . . . : � � . 0 t � " � � � -' - - - : : �r I 11 � . . . ! . 1� . 1. I � � � I .. ..... �� ..... , � I . � . � � I : : : : . ' . � �' I � . � � � . � : : � ; ; : . : : � - , �' . ; I I. i 't i . � �: . . . �' . . � . � � � �: � � . . . � 1. . . 'k, - - - I � � .1 � . � -i . �' a I . ............ � � : ; : : : : : ,I : : �� -� I. � i � . . � , � i � ; ! � � . , � , ;-� . � �i ' * ' ' "�: ......... � --'-----��'' �! � . . 1 � . , � , "V � ;. . � . � , � � . . � � � : . � . I I � �' - + .� �- � � � � , . � � � . � . � � . . . , �' , , : � : � : �' . . . " � . * . " . . it .,."v,..- L--\ -�� L -N - o.. I [ �� �' . '� ' ' � -1-/ I I ' : ....... I ...... . . ...... I . .� � � I- - - � � � . . . ; . ' � I,, . . � I . . I . . . . . � � . . " � '� � : . . � . . . . I - .. .. t ' / I 11 . I . � � � ; : .1 � '. � ; - , . - :- � - : --- ... * ......... --, I 1*11,111*11, ---, -- � '� : � � � � , � . , � , ! . : I I � � . '12 . � . " " . � . . " . . " I I : - , z � � � � , � , , �. � � , � . , I ; � L'.., ` � ... Lj � , � � � , . I . . � � . : � � � - . . I . I � .' � � � � , � � . - � . � , I .. � I i : ; : . - : ; : . . � : . � � � z� " � 'VI � � �� � . I .. : � " � : ; i : : : . : � � � � . 11 . i I ; t ! . . : : . . . * . . . . ' - ' . I � � i �' � ;� � � � I . . 1: � . . 1� ' ' : ­ . . . . ;� �* : - � � � � �- " � ' ' : : . ! 11 - I � � . " � � � � � � � � .1 ` . I . . �' . � � � � � � � � : � � � . . .' � � I ': I . . �� . .� � � I . I i : ; I I . k . . 111 I .; . I � : ; : � � � -� , � .� � . � � , � . '. W � . � �: � . � i � � .1 � i� � � �: � � � -, , � � � � . � , � ' � � �� � I � � - , � - -1 - � - � : � � I i� - � - . - -� - � - � - � - . - � . . . . � - - -� - . - � -1 ;1 � � � C\1 .. ! ' I * ' � .. � . � � , � * � � . % i I : . . : . � : : :� . I .1 . . -� �I � � . � 4, � I � � . � � '. � , � . ; I � I . �' : z ! , � � � 41 � . � .1 .... . . . ;� . . �. I. . � . 4" .. . � � . . . - 2 . � '� . .1 t � . -� � . . � � : ' : ' ' ; i : : ' " ' ; 11 I i � . I . � - 4 . � �� . . � � � . '. . � � � . � I , - : � , � ; . .. .... . . � .1 . � . 1 , . . � � '. � . . � . . � i . . . �i � ." � � . ' - . � I. � � . . � � . � I : � � .I. - - � .� I " I : I " - i - 11 I - : ' : ; : � � � " I�---.* --� .. ................................. 1- I I -11-1 I 1. .... . : : : I � " � ; , -- . - � .. ' 1 - I - - � : ,a + � 11 + I I : : i � � , � : � y . � � . . � � � � I �' --'.�' - - - - - - - - - - - - - - - - - F'�'I' : I 1 , : 4- " ' " ' ' � , , � � � � � � � I . I - � � � � I N . ; " . . . . I I . . � W '. � - 1 r , I I - ' ": , .� v , . . . .. � , , .� � � . I 1 ! , . ... � . .. .... � ........ --------- ..... . . ....... -. . . � � I � � . :� . . ' � ' � � � �' � * . . �; � � I � . . . . : � . . . - � ... - .1 [-- � I � - � - - � � - - - - - . � � : - � " I I I � ... '� , . � � � , � ... I 1 ! . � , , � � .' � � � 1� '%" � . I � . � �� � " � � � � � � � � I I . .. . . .. I , � ....-----� ......... . ......... . ......... . ...... . ....... .... 11.1.�. .... - ... 1�--'J � � . . . �! � � - � � . � � � � . : '� . i �� ....' - � . .. t ......... _ � ....... - .... ._ ...... ' ' ' ' II : \'�.' � I/ F--.,\, ---�-11111111 : ..... ��- .............. . . � � � � .� () I- ;� � � � � � . � � ... .... / ; '� ....... .. � ........ I, 1 i '� � -"�' � " � �" ! , . � � � -41 + :. . � . � � � � :;' 4 : . � � 4. � - - ­ � . . . . �' � � .1 ' � ' 'I � 4. � , + � � .'-� . � P � + i lI. .- � , � � � + � � � � . . � \11� � , ; . ' I I ! I ; � � . 4, � I. � . � . - � . ,. . �7' � . � . . . li, . � . � . , � � 1. " �' � . - --- . � . � . . - ..... � ... � . , , ..... '. � � � . � � � � � . � -1" . 4. , I : : . � I I I ' -, � . I � � � . � I, . - . , , - � � � , � . � .1 . I . - I � � � ��' . . : . I ... I . , . I �' , ... I . , , � , � : � , ' t � � � . . . . , � � � - . .. - > i \ I - 11 . \� 11 � I : � ..... � ... . � � � � � - � � � � I � . � I � . � I � - � < . � . � I I 0 1 � �/ . � � - . . � � w I � � W � � �' 11 � � � � , ' ' ' ' ' ..... I . . I . . . , I � -A-.- : . . I � � - " . z ' I : : � : . � � . � � -� . . . . � . . . � I . � - .� � � � � �' . , � .; . . . � � � . " , ., . � � � .1 � � � -� � :� . � . . I . ; I I . i , � � � � � � � ! . : � � . I , � I � , � � � ; . � . I ; � . . . . i � � , � � � .' � � . � '� � � � � � k ' IV : �' . ; : ; ./ 11 ' � � � � ' . '. : , r � � � � , � I . . . � 1 . , � � � � �' , . P ; I t .1 : . ' ' � I I � �. � � -� . . � � . . �- � � � . 1. � � ., � � � �� � : � � . , - , , � � . : � � . � I. . P . � � � .1 . �- � � P 4. . � � � . I � � . � � � . I � � + :� � ' T� -- - . - ) .. -,-: � ........ � .......... �� ....... : . - ........ �� ......... ......... . ... ��:- � . � � - � v ...... . ... ... "... ...... W ......... --.­ ......... . ...... -..... . . I : � � � * � � � � '� : � � � . I ' ! � � - '� ' � ' . !.� � � � I. . � � � � . � � � � � . � ., + . . � � . � � � .� � �' �. " ; . � � . . � . . 1, . I . � .1 . I � . . � � � . � � " � -� . � . . 1 , � . , F ' "....'. .� . ........... ....... 1'-'-":.:I:::-:-::: .............. � .... --j :1 I I 1 I ��* ... . � , , � � � ; . � . I. I. . � . .11 . - � . �- . " . . � � � � . I. � I . � � � � . . : � � � I .1 I ol - I I � I � � � � :� � � � 11 I - � 11 � I � I 11 � " i � , � " * --- ... I .... . ... �; ........... ;7 ... L.v.."'., I I , . � , : . - C\1 . . . . ...... .. . ......... , .--- -�- ..... '%V'. - : : � ' - - - � I � , � � . - ; - � � , � � 11 1 ... 1"..'.' :::::::: U .! , . � -;,**"* ... 4�- ...... �7 ..... - T ... ---- � � i" � ...... :�� � � . I � I I I I . - , � � , " � +- I -.1 ...... . .. ...... -.....' .. . ....... I � � " � , � � '7 .� , � z ��- , ...... ... . I .. , , " I � � � . � � � � � � � � , , � � � , � � . . � , � " � � � � � , � � . . � . � -� . ......... V., . ....... -.��:.�� * ' " ': ' ' - ---,*"w,* ....... . ..... *"--,--** .... . ...... .. . ....... ! I I i 1. ! ! . . . � . . ; I � " �4: � - . . � - I . . I . : : -.. - ' - � ' � ' .'i ' ' " ' * . . . . . . . . . . * - 4. � � � J * . . . . � ' � I I I ; I ; 1 � � , , � � :� � � � �- � � � I . I � . I � � -� . � � � 1 '. I � I � , , '. , , : � � . � : . I -P ' -9 :: -,,.-.-, � ' ' ' * : � ; I : 1. . . 1. I � � . � � � � . � � ; � � . � : . . � . 11 . . � I � . � . � . . . I I I I 1; : ,- . . . I I I I - ( --,11 I I - - '.'."" � . � . � I 1. . I . I .. � .. I .... ' , i ., �. i I �' � : .. , i ' * . . . * i : I I ' : I,.. . . . . � . . � � � � . � � � � ;' . � �' � i- � .1 � I : I . I � I � . , . '. � � . I . . . . � - . , � I . . . i . � � . . I � . � � � � . . � � � " I'll . . . :: : '� I . .. .. � , I � %� � . I . 1� � , � 4, - ,,, -�- � � � � � � " � '. � .. .. /---1-1 I .% 1� � � - - - - - - - - - - . * " - � - � - � - � - � 1 . . . . ; � . v . � . * � I :- . . , � � � * � �' � � � � � , I . i . I I . . I � . . . : � . . I � � . . . � . . � . � . . � � - � � � � - � � '. � � . " . - � . t .�-- ... �j ... I � I . � , � , � - , . � � � � � � . , � �. . , , � 4, � � � � ,� � , , " � - � - , - � - . ' I. , . , � , . � i . .... I � 0 . : : .. - '... .1.1 ..... - ...... I-. - . ... ;: : " , . . � 3�?' " .11 I ' *' ' '� . � � � � � � , �-.%% . . .. . � �:� '', - - -.1 :: :. . . . � � � � � . � � � � � � , � � � � � � , � � � , � � � � � � I � I � � . . X. � � � � . � v .1 � I � . � � . � I ; ... I '� q s . - I I I 11 . � . : ... ,*.'.'." "ZI \\... I - .. .... I .,.,. - � � � � � � I � � . . � I � � � I � .j -� . � �!� . � . � � . � , � � - � . � � . � � j� I * . . I . . : . 1. : N t ' / �- 1 � � � , I :'. � - � . ,- . I : I � . �. - I � -� " .� 4 � I : . - . I . -� . � - � . � , � : ..I. . . �I. . � ... � � - � � , �; �. � 4 : . ;� I 'z. . � � : ! : : 'I.*' - ..' .".", . . � I � ; � � � '. � � � � . . � � � , - , � % � . - .' � I ������.���.��".�.���-,...�..�..-�.�.�.���-�..'�. + . . . � � - � � � � , � � � � � I � . I N. i .. � .P: � , � � � � " � - � . � I .� -� I � �.. -... � I I 1 1 (L ... - : �' . � . �Z'� . � . � � � � . , , ..'' . � � . " � .. .'-'.'A'*'%"* I � I I : .. � � .: . � � � - � - � � � . � 1 1 : � " . ': : i : : - -- ; : -'r � � . � � � I � . � : + � � � � � . � � . � . * � . . . � :� � � : : .. .... : ... � ...... -.- : � : , : 11 i : I . � - . . �; , . . I. . � , z � ,,---"' "',' - - - - ."::::1::::::': -".- . . � ., . " � � �. � , � � "-'.--v---- . . � , �' � �' � - - .� ; '. ! � . � I .% . . ... - - ... ]%'- . . . � - .' � � . . � " " � � �' : . . I I I '�\-.- ...... ' I . t I I I -L I " I ", I - I I - / ' .... � ..... .... I... : " , , 40 1 � " ir - - " i� � � � � � �/" � � � �' W � , ; � " i � I � : " . '. : �: � � � I . . W �' � " � � � . � \v , � � � \��\�� � � '� � � � �' I a * ---4 : w \" � , � I � � - - .� .... f.""., :::::��: . , , . ! I , -q;'-'-'-­---"�'-" � � : . . � � � � � � � � � � � N � ' - "' 11 ' � ' � � . ... � - � � - - ' ' ' ' � ' ' � W Z' � � � - �' . I I I I I ' * ' ' . ' - ' . : ' ' * * 1. --.--. (" - �\ �-)/"; - - . .� �' � � I � � � � -� � 4- � � f � i I I "'' , 11 �,' � � � � � , - , - � � I I * * - � . � . � . � , � � � � -.- 11� I � - I � �- It � � . I 1� , , � !� , - . � � , � ., � � � - �- � . � . , � , -, � � , � I - � " '* ) �. . '. . - � . '. � �� ' ' " . I � .. ir I... , �'- ... - *- I : � I '� � � . .! . . . -� . � ; :::I : : ! , '. � . .1, �. . - -� -� - - - - -1 - ; � . I . � � -4 � � j. � � � � � � ./ � . � . . � � . � - . � . 1� . � . � . - 1 I I � ) . . � /' � � � � , , , � . � . . . /� -'...- I [ ] " .. , � 1P I I j . k7 . . . /� � I . � . . i 1 1 ! I ' � : I I � If I � � �' A � � � . � . � j : : I . � .1 / . � . . � � !� � . . 'i . . . . � i . . , ' I I 11 � 1. ; . 4. . . : ; : I I - � I ------'--- ..... - -- . i ' I I � � , * ' � . + � � . � . . � � � � � . - ' " � I I I- -.4 . I... , - � ! , , . � � . . , . 1 \ ". � � . � � * � i : , , ' P ' I : � I � � , � . � * � * � '. � . 11 ' I I 11 . I . " ' I � � '4. " � � � ; � + '� * � P � � q �' � 1 -�7 - f-17--, - : : ' ' ' * - 14 --7.- , .... ; : . � , . . - - Z;��Zr . - � --1 L--,\ . � t : . : , I , """ 4i . . I . .;. q% 4- ��7-17-1= �'- -- -------- --4- - -.�-�' i .:�::::! .... !: ..- � � 1 t . . � � � * '� � � ' 4, �- � * I. ' - I /I'. i ! ... � ... I ....... * � * � . . � � � - i . . . . 1� 'P � -� � �- *.- � - , 1 :' 1-11--" - i . : 14- -------�� -- - / . I.... ' .. � . .1 . - � t. . � � � � � . � � � . �; , - � -� . � - . . � . - I � � " , ': � . . ,,, � . � '� . � : � ! : ! j-- . � � � :. - - 1� " � I � - --.----_: , ------. ----.-----'---*-- Al � --L--�k---1k---*---2� - . � � � . � . . P ['- -*. '�'---'--�- - - - - � � � � I . . . . I " � , � 4 :::r:::::::: �- - ... I-- . .... ..... --I.'' f � I I , �11�' ' , : ' ' " '1:�:�:"- - ''.. . � . ',-- - ----,z7--7,-- -1-7-, - - 1, --7---'---n- w 11 , ---- ---------t �: . -,L- . I I t q . . � , , 11 I %.... . .... I . . z " --"z ; : ; 11 I . � . � I � , . . . . . :. I � � '� . � " . . � �i , - . . . � . , , : I .- ... � ... .. : I t .. � I , . � � � � � � � � � I . � � � � �' � I � I � - . '� . � . W\ I . I . . 1� . �' . � ; � . . � : .. . . . . � � ' � .� . � � � � � � . . I . - � W i � � � � � � � i �. � � �' � I � � � .1 11� � � � . .// � � � . I � � ;1 � � � � � .1 � � . �' � , � � � � : � � � � �I � � . � � � �4 . � � � , � ........... - ...... � .......... . ; : \ \ i *' "i ' I .. . : . � � � , � " i � :� - '. , : � , - , " � . . � . \1 . ----,-\ . : , I � . � I ': - .1 . . � I. I -1 . � � -� I. � � . � . .i � -� I� :� I ; ; , ! � ' I ' � ' -�I ' . z . . '. ' I ' lip I . ( f I I I : I "�----��--�- � ' 11; � '� � . . x 1� � � I I � : - ; : -1 � ': . : ; I z : � � � -� /-.-",I-'%-.- � I I �i � . . . . . . . * "' ' ' ' .. � � . . . \��' . ' �' � / � � '. . , 0 \�- ' :-�"' '. � .1 . -�'�. . I . . . . . � . .' � -/- . -� I. - I . � I . - , I :. . .. . � .' . � - � � � I �/ � � - � � � � , � � � , . ; I �- - � - - . . . . � � �J� b � . � � � � � .� I a \- : '\� ... 111 I � . llt�' I � � � . .'/� � � .1 � - , � I .. - ,- . �. ' � � I I " - - , � - � � � � / � .'. , � . " � . � 'I , " � . I "I � � - - ; . . . . . . - - . � �� . " ij '\1 - - .1-1 I It � . . . � � � : . . . . � . � I" - � , � ! I ) L � I . . � , � � � � � � . . � � � - , � � I . � . , . . � �' ""'--.'.--�' 1. . .i 11 4 I . � � :� . . � �' . 1� � � . . � � � + .� � � , � � I � � + � � � � � �! � � I - . - I - -I . � � � , , ; , � � , - : I ! �; .� . . � � � � / ..... 1. ; . . : i . . "; I I .... ... .... � � � . � � � � � . � � . . . I 1!1'�'§' � : I . . : . ---, �- . � � .' � � � � � � . . : - - - � . � I . i / I ; : ' i . . . � 11 � � ' . .- � , , '. � � � . . '. . - L. � , � � � � � � , � � � . � . � � ....... '.". � - - .. ,1 - � . . � � I . � � � I . . � , � '. I. � �� I V . . � � � � �� � � � I . -�- . w � I - ;. � " , � � , � , '� 1 - I � �� .''... U I ; i ; ' ' - W I � I - . I * ' * ' - .... " ' I * ' . 11 - � t: . I i I � � " I . . I � � � W , ' I � , , , � � , � � '� � , � , � � � I � � , � , I . . . . . . ......I.- -'-% , .- -7 , , � 11 " , � , , � , , � W � , � �' ' ' ' ' ' � � , , I I . I -- , . ; � � � � � � � , � . � . � � . � I . . : t ; t ' ' :I . � � , ; � . �' . . . . � � : ; � . . � . 1 . � .' . � I . � � � � : ,� � " " � � . � � � 1� . . � � � � �' � " ' ' ' ' ' ' : .' . 'I -.1" :-'� : I I ' ' ' ' ' ' ' . * . ' � ., . . � � - � � � '� '. . � . � . � . . . � � I- . - 4 1 T�n : . � 1 . . � , . . � I... I . . . . . . , -- " . � , , : : - I* � U . � : . ; .1 �. � : I , . . I � . :� � . . . . � . . . . � . � � '� � , � � � � . . . . . . � � , � � � � � � � � � � . I � - � � � � � � " . " . . . � � � - .. !� : . . * * ' ' � . . . . . . ' ' ' � ' * ' * ' " ' . . . ' � � � � , , , � � , � � � , � . � � .' .� , I �- � � � � " � � , � ., � � , � . :1 . � . . .'. . , . . . . I . . � .,.*.*. ' !� : I . I ! : ... %� P 11 -:-:-A 11 � � � � Z , � � � . � � � � � � � * . . � � .1 . . -1 I I I * I I i . � . I . � , � � � � � ., ' - - - - - - : - . . . � . I I . '. . , � -1 . ' � 4, � " . ' � ' . * '. .' : � 1. ' ' � �' , � � � � I � � , � . . , � . . � � . I i . . � I � I I .%% .".".. ....1 I � , I . I . f .... ! i � 11� ..... --v 9 i i � , � ., � . � . � � � . . I � I � � ; � . . . . 4. , � � . . . � . � '. . , � '. � � . � � . ; . �' - - - I ' -- , ; 1 � � �1'1� ""'N , . � � � " � : : . ' ' "' . . . . . - ' . I " I � . � . W � � � � � � � . � , . . " � . iv " . � �' � . . � � � " . . . �' � � � � � . , , � :::::::::'­" � , � � * . , . . . � , � � � � � � � � �. . � � � I I I ! : I" \�� � . , , I : I . �� . ! . .... I I . . � . . . .;. . � . . �' . � . � � � � '� � � . � . � : . . t : I � . . %'...%1I � i � 1-� - - : I I � -� � .: � . � � � � . � , � � .. I : � : � � ' L ' . ' � ' . ' � ' I ' 1'. * I%% .... I � - - - - - . . . - - � : - I - . i - � � � � , Ak�� �� I I - */ * - . 4 � ; ' � I . . . � . � � � � . . � . � . � � � , � . � � � � � . � ,� � � � , - � .... - , .1 I � " � . , I , � � . . - [' - " - � - � : � - . - � � � �' '� � � .1 , , � .1, � ` I : , . , I , I - W I !I I ?I ; � � � . I ..... . I � � � � � � � , " � � � � � � � : I 0 I I ' IM - ' , . '/'.%, I � � , � �. , � � � � : * I I I I I RU � �I I � � '. , � � � � � � , � , � .' � � , � � , � � : � � , , � � * , � � .... ��;L , � I � . : . si '� . - . ,- '\ < . ; I I ; ....... * ......... . ..... . � I . ... .. . .... I. -I .... -1. " 'k- ...... :�� ...... . �k ...... � � � �' . i " � . ..� I I . I ... �� .......... �� ........ � ... . " ... ,IV.., .... -'T ....... .... ;'�� . . ..... � . . ........ W-�� * I * . ; � I . 'I 1 : ' , � � . . - , � . � � . . � � � .. � . � . � � I .� . I �- .� '� ......... W ....... -W � ------- I -------- T ........ 1--1 ...... .. � ......... ': ..... � . ..... . ......... %� ......... ' L I . . . . I . � I I . . . . . I ; '. - , , . .�. . . ...... � . . ......... - . . ....... . ......... . .... --� , -, � I . I. . - .1 , : � . . . . �' � - � � � , � � � � � � .. -�i � .� . .. .. : 11 ; � � � .� -� . � . .1 � . . � . � ..... � .... � -� ... � _'* I � . . . I I . � I . . I I . - - 'I .. : - : '�"" : - : �. .� . . � . . : .- . - ... . : , , � . � � t ; I . . - ' : 111 � . . � I � . �- . . � � � " . . � :. . . I . , . � � : . � � � ' < AN' - " y , 1 �' [ � . " . , � � �' � " . * �' � � � ' � ; �' 11 � � � � I I I . . I ---- .-. .- .- * '1"*"*" . -'. . '.. � � � i ' "' � � : . . I . - . '. �- . . . . . I - I � . . � . . . I . . , . . ' - ........ - ' ' * I -11 I . . I ' * h"11111, - � : : . I (/) : k-'-* ------ ��-- . . ............... � ; 'I I , 1 � '� � .; � . � . . .. � . �' � " , * . , � , � " . . � � , � �' I ......... * .... * ..... ... * ... : I ! I I . : I I I I I . t : � � . . . � . �' .1 . . . *0 I , '� � '. : � � .' - i � + , �' , � � , �' i I : I : i , . � � , 'q . " � � " � � � � . � � , � � . � . . . � � + I . : I : P ' ' ' � � \ : - : ; I I I 1 1 ' . - -� I I : � � � , � , . � � � , ., 4, � � � . � � I I ; � ; . � � � , � � . :' � , . � � � � 4 � � .� w - - . 1� . 1 4. � � .' , � 1� .'4'.'.'. .'.'.%' 11> ; I, ' I � � - I � . . , . . , - � . , � , I. I I � � I . - . .1 � � � . '� � . � . .11 ��. i ; : 11� . � � . . � . I . . . . . I I � � ; � � � . . � � . � . " I . � I . ; . - : �' � ; . � � I I I '�\' \ j I : ! ' ' ' \,-. ­ - ' ' ' I � ; . ' � '. �. � - � , � , � � � � � . � � � � . . , � � � � . . . � � - , .. � � . � I I //- - �"-'%5 " I I'll � " :1 v 11 11 � � � . 11 ---..-.'� � " , � � " � . . . � W � � " , � , � � � � � , � � � � ": I . � I I . . I . .*,* -' ---,.. - � I : �Y- ' ... I ......... �1 -, I I � I , .�:--'�-_- "..... I � � � � � � " � � � 11 . � � � � � � � � 11 � - � . � � � � 1� � � , '; " � � � � � � I � � � j � . 11 . � I I � I . �; . � � . � . . . �' I I : I . . I . \Ikl� ; . : 1\ '. ; I �. : � . � � '/ "C' � � ';� " � �' � � " , � � � � � � . . I- "'(� . � �' � , � � . i � . , � -1 - 1. . , , . � ... .,.,.,.*. ::::::�:�' i . I � � . " � � - , � � � i I � � � � � � � , , , � � . " '� � '� . I : , �' I . . . . I �' , � . . . ' ' 1'---.--��" � - � � - � . . - � � i. .. : - .... . ... I I � -� :. . � � . - . �! , . . , . , , , , .. 11 . V, ... I I � � I . I I - -, . � �. .' � � � � .� . /�� z . 11- . .. I ""'- ; � '�; .. ...... z ......... �:* ... ....... "-.-..,'-1- i " - I 11 i � .' � �. � . � . . .... : . � � � �� 4. � : � � "- ' ' ' . : � , I I . I . "V-"-- -'�; ......... �v ......... v, � . -]"". � ] . � � � � � , � � � i � � , � , ... - ... :?�� ....... :� ......... �� ... � , � � " , -\ ... � � � � � � � � . . � . � . . . � I . . � 1� I , . I I .... . . . . '�' . 4, . . � � . . I ' ' I a. - .. " ! ........ 'k 'P�-� - � , ; I , � � � . I � � [ 'I � � , '� ... . ... -.'.- ....... I ...... I ; I III. I I .... � ......... I ......... I ........ I ............... \ ... -� � . . � - � � . � � 'I i � . . . . . . I. - - . . ... �; - 1,' - - - - , � . I P, I : - �� �' � . ' . : � ". . - - -----------'.---- �T-�,- ... 11.1 .... � .. . .... � ... v ....... - ....... �---.- -.... � � I I � .. . � . � . : � ; : : ... � : . � . � : . I . . � . � :� � � � � ' ' ' ' � � � � .: " � � I I 1 I i : I : I I � : : , . �' � � � � � � � � .1 ­ , z ; ; i , " - * : : I . .1, � � , . �' . � . � I . - � � . � � : . . . . : . � . -� . � 11.1, . . � . 4. 1 . . ; -- � - � ,- � � , � , � , � i " � '� � � � z . . � � � - . � � ; i 11 1 1 I I I I . . � . I � ; � . . 11 1 , . - I, � . � �- . � � , " � " . � � � � � � � , ' * '' . , ... I . . . . � I W ! : - ; � - - .... ��:--t - � - - - - - - - � - - - - " - � � f �. . � � � " I � I � �- . � . � . 4. : � � � . '� . � i� . � � � , � � ;i , , ... I - � � . � . . . : : , - - ,I i ' ) - �� ' " ' . ' � ' �l ', . � . " � , . � - .1 , - - - " i .'� * . . . � � . L � � � � . -)' ' ' I * I - - " - , . I L I � I � � I � I . I � � � � . ... .. -.. � , . 1 I ' '* ' ' ' '� �' . - -� * , ; � ' . ' I ' I ' . 11 I . . I I ' ' L � - � � . � � � . � � , �' , � - ; . I . : . � � � � � � � .�. . : I . : � � � -1 ! . � � 1� .1 � � I � � . I .... . . - , � , � � � � I � � � � '. / : ; . . . - � 1, , . -, . � , � " , � . . , � " � � � . � � � , 'L. � , � . � � , � : , . i . I I : : I � I I if . : i L- : I � 1 'I 1. . .: � � . : ; '� 4. . � 'i . I � i � . . . � � I '' - . - . � : . . , , , '. . . i " ; � I . . � � I � � .- I i I : , I - -.. .� - -� I . � I �� � . ')I I � � " : � � . , . � �' 'P . � � '� ." . + 4 . . . � � � �j � , , , . � : , : '� , � � ! � � , -11 i I 1, I I 1 . � - - - 4 . .... .. -.- ------ ... -, ......... , . . � . I .��_--n_--:�-..-_�:-. - . . � 1 4 -'-%'.Y".' .. - - � I I -�""": . . � � * q, � � . � �. * � � � � . � � 4 . ! . � � � � . q, " * � � � � � � .: . � . ! I. . I � � . � � f -.. . .. - . . � . � . .. . : I 1 � i 1 1 1. _ i : i . . � ... '.�' ........ � .......... � ... -..-*----..' . � . I. . . � : � � . � I - - - :1, I � . . 4 � . � . � . . .! � � I , I : I -A. f , , � ......... N I SON N= ilm t � 1� . I " '. � , " 4� � � � '� . � - � , � " � � � . . � T-- , '. . . . � . � . - , - . - 1� - . . � � '.. ,. ..' , , , , , � - () ! , I � � ; � . � I � � .' � � � , ., � � � � � - - � 41 .. - I - J- � 7 1 � I I , I , I , . � � � � . � . I " : I ".. I i � ; ! : : � � -� I . . . :.' � � ' 11 I ..... �\- - I " 1� . . I " ' ' ' . . . � 10�6 � =0 ' . ; ; . . I I . 1. - : : .' -'�� ....... . - : i � � . . � : � . � 1� �-P 111' - ' I :' � - i, -P , . .� � � '. � , V - - � � - 4 I. � � � . ! � , � .4 '...�. , ' - -- I ... - �� . 4 � . � � . 4. �' � � � � � � . , ; � � � I.; � . � ,;. '. � v + 7 � . . �. . � -P �� � j -1 I � 4 � � . � . I � � � , � � � �. .1 I I "-'.. : : :� � t I., � I t . I I - ' ' � !� � . � :- . ': " ' ' - : ! � I I - - ; : : : I I ; : : : , t; . .� . � .' , 1 � . .1 . . . i ; . � � , .' .' - � � � . . � . � . I . . � . � � " � � !, . .11 . I . '%%" /"-'� ." � . j . � . I� � . I. � � � I I � � . 1. I. � �i . � . . j � . � � . �- I. � . � . + , � . ;. � � �! � . . . ,' I : .. ... I � : ; : i z ; . -11-�- -.� .... � ........ :� .... '-�� ..... -� '. ... 1. - .� .... . - Q-1 ' , I I " ' : � , . � . . -1 .. ........ MATCHUNE SEE LEFT , ....' ',-� ..: ... -, .... "I . ....... "'-.-" - ... 1- ...... 1:--..-..--.'.-....-.1 -------- ;-- " . . � , '... - W , � � 11 � � � 11 � � � � � � - :� � � . I - � ";,. , , , � � ��- � - .: , , " � , , , I . � , - � � � 11 ' ' � � - � -- . .. ... ... .... P-1 L .. .. ... ... .. t. . 1-w- ...... �� ..... ,�M ... � -'-L . � � " � 1% . ....' --- - - ' ' J 'I, " � , � � - ...... �� ......... �- - � I - I I - . .."', - "I � : : : .. ' � . � �' . .1 . � � . � � � I . � . . � � �! * � . . . * ' " � , � -1-1-11- .................. - - ..... - .... :T - - .. . ....... L.- ...... � ....... -.- -J � -�- .... *- .... - ......... Jk�t- ..... t� ...... . ��... - 3-1- '� ........ :� .... -..:�'. !�. � � .' � � � �1'1 ; : .1-111. ................. ". .... :� .... . . . -Lj I . . I . � -.1. � ... . .... .... - 1- . . ...... . -._._. "'. '� �� . ......... -1- -- -.'----� ........ *..�-..--*-----t----t----,?-.."-:�� ........ - . -, ------ - -z ......... �: ........ ��-'-±----'.i� . � - � t - - - ...... -- '... - .. I ....... I .... / ' � � . � � . . . . . � . . � � . � � I 1� . � ! I I .. I � � "i, I . . . - . I -. � � � . . �'i .... �=-- � . � � . ' � � � � . ........ I . 1 � i� � , 11 . ,L-: ... . ....... 1-11-...... --------..:..f - . ..- � � � � . - -1 � . � � � � . � � I . .. � � � � I . � . � ,7�1 .... * ......... '� . � � . 'T . � �- .. ....... I .1. . .. , � '� \ \ � � I � . �' - . � . I � .�' * � ... �' � � � ... 11� �- ?. � � � v � � . * W � � . � � .T " . W � . I .. - 1. - ".� -Z /. . v ...... . ..- lj� . . . � � � .... - � i J Y, - --T--- - ------ -- -� I I ,-,--,----/ . � I............ .. ..... I ......... -.-.- ...... � �' . ........ �' ... " ...7. I - - ' --7 . . I . . � � . . � . ; . . I � . . \ ' � � � '­ ­��- " � . . 7 - , .. ' --`� ' * " * ' -�� ........ . . . . � . .�� � �'. � � . , � - . V . . I , � ' -::: - - �' � .' � � � � ' 'D �-- , �- � � � . . . , . � I -.1- ..... I ...... . . ...................... . ...... � " W W � � . � I I I � � � - � � - ` - , � I > .. .... Z� �'" � . . . ......... I ...... -- � ... I ..... �� ........ ;�- , � ' .. ,I, L, -L, -L,1: _._ I � . - , , -- . , . I . !!!! ... *'Z'. ---N - - - ... � ..... � - -- . ..... .. . . . ......... A-.-.. " ; EE 1: I . ... . . . . . �-�-�%-' *' * i - ' - \' "--� . ... .... -, -`--'-- . � � - - � ...... -.- .... I '--.---'.­ ........ � ......... - - �.f I � , � � ----- ­::f".� . ' ��� .. - -, '; � -- , I . � ... ' "' .,'--.;,� .. .... . ... �:�- � I --- y .....' ...... -- . I. '-�- . �� , ,- , � 1- . . j I .. . , / ----.-- ....... §;­::::::.'," �� - -Z-----�- - �- '' .. - 4- 7 : -- > -* -, I" -- .. ..: " . ... . ..... - " L"..*-"� !� ' �-� ........ � ... - � ... ............... � .... �- - --- i, !! :11 I . .. '.'.*.*\.' * ' I". - ..... .. -, - .- - - Z- � 7-c-�' , '. , � \ � e4 � .A� . Ll� � . - //-'� R ---- - -;-/u-` �-�� ....... I -��'� . ..... :.. ..'-'] �-. . '.'.'.' I.... . - - - - A , �� . ,-" - ' :,i: J � . . � � �\ k - 1. ' ; !1 I .. .... - � . ! t � �� - - ��' * - .4. - -- -- 0) - . . I .. "�� -" \ "I - - � � , I , . . .� �" �.. A ......... �K .... t- i .4 ! I --------- ! I I . �'\ .'....'. %'� - 'i" I , , . � , : - - - � ".; . � , , V I \ \ I , '' I : V. . .. . . . . . - . . .. . I . � ; � � : \ �� :. ' ' ' ---.' I NVIRMNE" . I � cc 0 � . '' "''- y ,- I I I . ... - . - . - . - , - . �� Ift :: -- ... ..... - .... "... ........ �� .... ... I-- - � ... 11 t% -- ------------------ - ------ I � ... ...... - ........ �>I- ........ k'� . . ....... .. I �J��==:�. .....L ---- .1 ... 1- .E. -T I 81EMMEBMRWR4999MMM9��� ---- � I "I - ...... I ...... ......... . -- ..... :: ... :-�'.��': ----------------- -W-- . 1-1- - ..... I.... - � �, i -...... .'F'L:l -1 - , - �'. U .. � ..=:�::::�:::�::::= .. ..... � .... = .... ::�:�::�'w:..' . - 1-1 -," �-'---" ..... "!--is �-�:'-'-- - -- 11 I - - - --- ... .. . ...... --------- .. . ................... I ...... . I-- .- '��7 '�� � -- j :: , 4 - '--1 . I , I . .. ...... '��- - .. ..... . . - -- , '��' 7AZ�-� -- . ---- ---- . .... - I �- - - - "-�-- lz� 0. - - - - - - - - - - - - . --- - . 1. �-�-- - - - - - - -- - - - . - --"* ......... * ... * . ............ ........... - - - .� �:-: ........ - ... � - -'� ... ::�..':k .... * -'.::�........--�-� ................................. � ........ ...... . ....................... -,=-:7.::-:�:: =---.�:� ...... � ......... --- .... �� I I , ------ .. -Z - - .1.21--' --: ------- �. - I . 11 I .- ... . ....... / ..... ... / '. -z -7Z-74 - - -------- -- - , - - - (j) \ -- - - - - - -1 - - - " ­-, 17 ... * * Z / -7 * .......... ......... -.Y"".'.* ..... � ... 7 . . \ ' --------------- - - - -- - - - - - ---4--_--1----'�'--�--Z-" " .. ' � � - E --- . . ... ...... - ... � . .......... � ..... c ............. -/- z ........ -..--- .- 1-1. - -� a I Li'-�' . -�.-- --W;; ...... ....... . � .... � ......... � ......... . ......... � .. ....... ........ � ...... --..,. . ..... � ............. .... � ..... � ..... ........ . .. . ........ -- ..... ...... ............. . . ......... .......... � ............... . ....... --_ ............................. _--:::----- . . . ......... I -av . ..... � ................. � ........ -.-..'-..- ..' ...... � .... 4�7�--� ' -.'...--1--..-- I I I , I . . ...... - ..1--.... I-- ... I ...... --- .." .......... . ..... � ......... ...... I ......... ---.- - ..... ................. ------ -.- ............................. -- ------ .1 ............................... . ... � .. . . . ......... � ........ � ........... -'.---..--- . ..... � ................. � ......... -.---..-...- -,W -- - - - - - : : wj�� , varNMkv=4rF-" 1, MMXAMM9 --;t� I a 10% , I .... . . ..... � . ....... . . . ....... --- --.- .......... ......... -- . ............. - �--- �-'.--- - I ....... .. 1-1. lvrl;;�x . - - I ........... 7;E --=K----- .. ,: . ............................. �� ....- ��.- . ............. �. .1 ':-'*--'--'--'- ........... :�:�:�::':-'- .... * ... -- ' - "" ' ' "�:':':'::*::' *:: .. . .... ** ..... . .............. ::,:* ..... :'::':�::::*:'----- - - - ---------- * ...... :::�:'�':�:::--- . ......... . ..... . * ......... ... - . 0 15 30 1 60 Feet U � . ......... � ............ � ...... 7: ; .......... I ... � .... -.1-1 ... . . ......... � ....... . ................ --.- ..... I ... ..... . .. � -- - ---- -.- .......... I .... . ........ . � . . ....... � ........... - - ..... I . . ............ I .... 1-1.1 ..... - 30'� -- 1 , ...--* ....... - \ I I -- . i � - - 7-1--.1-1 1 ' ;,: �� .7-i---� . . ......... -.--- . . ....... . ....... . ..... - ..... � ... . . ............... . . ... . ............ -i I - : I . � '\' , ! I ;��'�: " k �� ;4' . � \\ I .-�x�. I W \\ / .... I .......... -- ....... ::: -.... ........... -.,. N"I �%. I \ /I I ::::::::::--:�::�:.--..."..,--.-..-�.- ............. I ............. .....�.- I ;�:&.:4. \ I / I .......... ...... I ........ . .......... =.- ........... . ........... 7 .. 4. I . ....... I ... .. I ......... 1: / . .. '.. " � -Wl� ... T' D -0 -W -W --- 0 . . � '7�. 11 �'� � U. . '�"-­- . ...... : ........ � .......... � ... ---- I . ... � ... . . . . . .... ........... � .... .. .. ---. . . I I . . . Q) I cc I I I . I i . . I . . ICI W I 1 �z I . I I - 7.9-166 < i I . I ' I . Im . I I . I i I . . i I I I . 00""%' fm%, A File Name: Drawn: BAKERSFIELD SPORTS VILLAGE 10%, I N In 0 IM k- - � I 71 '" NY u" F t j /-\ K E rm"' ,00 3k F I E L P Dft' 7 (D; A L I F , 0 r Rk ON I A PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: PHASE I PHASE 1 PLAN I LvM01 I I \\ I Date: 01-26-09 Checked By: MML 1 . � 4 ! I I I ,AT I i I I I A I 11�1-* ! I � 7 j \- " I 11�* I 1 1 1 1 1 � 11� iT 1-wl I I I x \\� - I � : I j � - . . . I I I I i I . . . - 'I., .1 ; , '; . I q � . I �11 ! - : . \'.1". ; 1.1/1... "_'; � ... I � . . . . I File Name: Drawn: o.: Engineer: CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job N3167Date: 01-26-09 Checked By: MML RMEVISIONS No. DATE DETAIL 4' Thick Natural Color Concrete Paving C,D /L1.04 2 Natural Color Concrete Seatwall B/L1.04 3 Bicycle Rack AILI .05 4T Trash Container Enclosure DESCRIPTION HORIZONTAL CONTROL: CIVIL ENGINEER WIH PROVIDE DIGITAL INFORMATION TO ASSIST IN THE DEVELOPMENT OF SURVEYORS STMNG •.. SEE HORIZONTAL CONTROL PLAN FOR FURTHER INFORMATION. .W'AKERSFIELD SPORTS VILLAGE PHASE I landscape architocture I urban design I planning 84 Ead Grew *e*.. Ste. 201 Pasa&na, CA 91101 T 1626.795.2008 F 162,6795-2547 www.eptc6sign.com EoraDon Dole M-27-09 Date CONSTRUCTION LEGEND ITEM DESCRIPTION DETAIL 4' Thick Natural Color Concrete Paving C,D /L1.04 Natural Color Concrete Seatwall B/L1.04 Bicycle Rack AILI .05 Trash Container Enclosure Per Arch Steel Cable Fence �AILL�1.05 Bench on Concrete Pad D,E1L1 .05 Trash Recepticle B/L1.05 Drinking Fountain CIL1.05 O Ashe Road Entry Sign A/L1.06 10 Concession Tables and Seating F,D/L1.05 11 Concrete Mow Curb AIL1.04 PA Planting Area -Refer To Planting Plans 0 12.5 25 50 100 Feet 7.9-166 LANDSCAPE PLANTING PLAN FF ZA-4 AA I DESCRIPTION EPTDESIGN /4 landscape architecture I urban design I plannins 84 East Grew Stree,, Ste. 201 Pasadma, CA 91101 1626.795.2008• www.eptdesign.com HORIZONTAL CONTROL: CML ENGINEER WILL PROVIDE DIGITAL INFORMATION TO ASSIST IN THE DEVELOPMENT OF SURVEYORS STAKJNG PLAN. SEE HORIZONTAL CONTROL r O "i • s FURTHER r INFORMATION. CONSTRUCTION LEGEND ITEM DESCRIPTION DETAIL 4" Thick Natural Color Concrete Paving C,D /1-1.04 Natural Color Concrete Seatwall B/L1.04 Bicycle Rack A/1-1.05 Trash Container Enclosure Per Arch Steel Cable Fence A/L1.05 Bench on Concrete Pad D,E/L1.05 OTrash Recepticle 811-1.05 Drinking Fountain C/L1.05 Q Ashe Road Entry Sign At1-1.06 10 Concession Tables and Seating F,D/L1.05 11 Concrete Mow Curb A/1-1.04 PA Planting Area -Refer To Planting Plans - 7.9-166 File Name: or°"'�: BAKERSFIELD SPORTS VILLAGE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT fob No.: 3167 Engineer: PHASE I LANDSCAPE CONSTRUCTION PLAN Li OZ Date:' 01-26-09 Checked By: MML 11MIUMUii ENTRY SIGN ENLARGEMENT HORIZONTAL CONTROL: CIVIL ENGINEER WILL PROMDE DIGITAL INFORMATION TO ASSIST IN THE DEVELOPMENT OF SURVEYORS STMNG PLAN. SEE HORIZONTAL CONTROL PLAN FOR FURTHER INFORMAMON. 1=1 � 1�ylei�i�� landscape architecture I urban design I planning 8A4 Ead Grow Stree.. Ste. 201 Paxidena, CA 91101 T 1626.795.2008 F I 626-795-25A7 www.opidettign.com CONSTRUCTION LEGEND No. DATE DETAIL N' Thick Natural Color Concrete Paving C,D /L1.04 2 Color Concrete Seetwall BA -I.04 3 -Bicycle Rack A/1-1.05 4T Trash Container Enclosure DESCRIPTION HORIZONTAL CONTROL: CIVIL ENGINEER WILL PROMDE DIGITAL INFORMATION TO ASSIST IN THE DEVELOPMENT OF SURVEYORS STMNG PLAN. SEE HORIZONTAL CONTROL PLAN FOR FURTHER INFORMAMON. 1=1 � 1�ylei�i�� landscape architecture I urban design I planning 8A4 Ead Grow Stree.. Ste. 201 Paxidena, CA 91101 T 1626.795.2008 F I 626-795-25A7 www.opidettign.com CONSTRUCTION LEGEND ITEM DESCRIPTION DETAIL N' Thick Natural Color Concrete Paving C,D /L1.04 ONatural Color Concrete Seetwall BA -I.04 -Bicycle Rack A/1-1.05 Trash Container Enclosure Per Arch Steel Cable Fence AIL1.05 OBench on Concrete Pad D,FJL1.05 Trash Recepticle B/1-1.05 ODrinking Fountain C/L1.05 OAshe Road Entry Sign A/L1.06 Concession Tables and Seating' F,l)/L1.05 11 Concrete Mow Curb AIL1.04 PA Planting Area -Refer To Planting Plans 0 2.5 5 10 20 Feet 7.9-166 rm% A File Name: Drawn: BAKERSFIELD SPORTS VILLAGE CITY OF BAKERSFIELD, C;ALIF-OrIN A PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: LANDSCAPE PLANTING PLAN Llm000*4 Date: 01-26-09 Checked By: MML PHASE I 1. CONCRETE PAVING TOOLED RADIUS> 3. %"FELT EXPANSION JOINT WITH JOINT C..Ar APPROVED SILICONE SEALANT TO MATCH CONCRETE COLOR TYP, WIDE SAWCUT JOINT REBAR WITH NO. 4 SPEED DOWEL AT 18" O.0 6. COMPACTED SUBGFIADE PER GEOTECHNICAL REPORT NOTES: A. REFER TO CONSTRUCTION LAYOUT PLAN FOR LOCATION OF JOINTS B. CONTRACTOR SHALL SUBMIT SAMPLE OF SEALANT TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION C. REFER TO STRUCTURAL REPORT FOR ALL REINFORMIG 1 ( 4 DEPTH EQUAL TO 1/4 THE THICKNESS OF THE POUR n n 4 Z� 61. I It. E 111E 11 1 It I r= F-1 E I I r I IE I It, I M .......... ... ........ .......... .......... . I i I I r 1 1 1.- 1jvT#-ViT1-d1Fd-P1 WN:Ell li, L9T*1 7, J117-47UNH rn ♦ MASTER CONSTRUCTION LEGEND ITEM DESCRIPTION MANUFACTURER MATERIALIMODEL COLOR FINISH NOTES DETAIL 0 4" Thick Natural Color Concrete Paving Concrete Natural Broom Horizontal and vertical control plans per Civil. See plan C, D /1-1.04 for sawcut control joints and expansion joints. Natural Color Concrete Seatwall Pour In Place Concrete Natural Medium Sandblast See Structural specs for concrete and steel 13/1-1.04 reinforcement requirements. Bicycle Rack Landscape Forms, contact Larry Pi -Embedded Installation Silver Pangard 11 Polyester 3 Bike Racks Per Plan. Install per manufacturers A/1-11 .05 Casey, 818-761-0665 Powdercoat recommendations. Trash Container Enclosure - Detail Per Architectural Plans Per Arch Steel Cable Fence Per Detail 2 Coats Primer Semi Gloss Contractor shall provide shop drawings. See detail G/L1.05 1 Finish Coat- Black for Information, Bench on Concrete Pad Landscape Forms, contact Larry Casey, 818-761-0655 Presido Collection Silver Pangard 11 Polyester Powdercoat Surface mount per manufacturers specifications D,E/1-11,05 Trash Recepticle Landscape Forms, contact Larry Casey, 818-761-0655 Presido Collection Silver Pangard 11 Polyester Powdercoat surface mount per manufacturers specifications BA -1 .05 Drinking Fountain Most Dependable Fountains 440DB-SS, With Recesses HB. Stainless Steel/ Surface Mount Installation. Use 1010 SS Surface C/L1.05 W/Lock Door And SS Surface Carder Powdercoat Chrome Carder For Installation. Ashe Road Entry Sign Concrete Natural Per Detail Per Detail. Lettering and verbage to be determined A/1-1.06 by city staff. Refer to Structural plans for reinforcement. 10 Concession Tables and Seating Landscape Forms, contact Larry Custom Presido Collection Cantina Table Silver Pangard 11 Polyester F,D/1-1.05 Casey, 818-761-0655 Powdercoat 11 Concrete Mow Curb Concrete Natural Troweled A/1-11.04 1 1/2" CLR. V- f-10 -ti M E C Min 1. FINISH GRADE 2. #4 REBAR @ 12" O.C., CONTINUOUS. 3. #4 REBAR, LOOP TIES @ 18" O.C. 4, CONCRETE SEAT WALL, SMOOTH TROWEL 31/21 FINISH. op 5. PAVING PER PLAN, 6. 90% COMPACTED SUBGRADE 7. 11" CHAMFER AT ALL CORNERS 8. 1/4" POLYPROPYLENE FOAM WITH SELF LEVELING SEALANT CAP AT ALL VERTICAL SURFACES .01 7 A CI ;-101 RECESSED 11/2" PROVIDE EXPANSION JOINT 7 EVERY THREE SEC7171ONS 4A A 4. L4. 4 .6 41 n. 41 4 4: 1 FINISH GRADE: -Jle BELOWFOR TURF AREAS -1Y?BEL0W F.S, FOR SHRUB AREAS RADIUS AT EDGE OF WALK. REBAR AT 18"EACH WAY 4. CONCRETE PAVING, SEE CONSTRUCTION LEGEND FOR COLOR AND FINISH 5. SUBBASE PER GEOTECHNICAL REPORT 6. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTES: A. SEE CONSTRUCTION PLAN FOR SAWCUT AND EXPANSION JOINT LOCATIONS B, SUPPORT REBAR WITH CHAIRS -I 11=11-I I M 11==1 11-1 11=1 11-1 11-- 11=1 I Itl 11-1 I ltl I I 1�' :-LIE 1 I 5 I F,1-111--111-111-1II- II 6 File Name: Job No.: 3167 Date: 01-26-09 Drawn: Engineer: Checked By: MML 4T L m- Al 101TITIST! I d 3UMM �T#r .,� uW0,1111 1. CONCRETE MOWCURB. 2. No. 4 REBAR, CONTINUOUS &CENTERED IN MOWCURB. 3. V RADIUS, 4. FINISH GRADE, - Yj- BELOWFOR TURF AREAS - 1 VBELOWFOR SHRUB AREAS COMPACTED SUBGRADE NOTES: A. REFER TO MASTER CONSTRUCTION LEGEND FOR COLOR AND FINISH. FIBER EXPANSION JOINT WITH PRONADE % JOINT CAP @ 2(Y O.C., & AT ALL CHANGES IN DIRECTION. C. PROVIDE V DEEP SCORED CONTRACTION JOINT WITH Y47 TOOLED RADIUS @ 1 (Y-O"O.C. BAKERSFIELD SPORTS VILLAGE PHASE I No.DA1TV 1- 271 371 // EV11ho-072 FA NVIA EPTDESIGN landscape archilteduro I urban design I Planning 8," Edst C-wnn Stre*, Sft. 201 Pdw&w., CA 91101 T 1626.795.2008 f I 626.795.25A7 www.epklesign.com 7.9-166 Va' E* \� ofi ca�.�F�./ Plan View Concession Area Table Scale: 3/4"=1'-0" 1. 36' DIA. POWDER COATED STEEL TABLE SURFACE, 2. 3" O.D. METAL TUBE. 3. 1 %" DIA. HOLE FOR UMBRELLA OPTION, 4. N/g' DIA. HOLE THRU TUBE FOR UMBRELLA OPTION, 5. FINISHED GRADE, SEE CONSTRUCTION PLANS. NOTES: A. SEE MASTER CONSTRUC ZION LEGEND FOR COLOR AND FINISH, B. INSTALL PER MANUFACTURER SPECIFICATIONS. 111411 1. 6`x5' SQUARE STEEL POST (.12 THICK) 2. 14" x 24" CONCRETE FOOTING. 3. 1/4" SWAGE TO TURNBUCKLE THREADED TERMINATION BOLT 4. 1/4" STEEL CABLE SPACED 8" APART 5. 90% COMPACTED SUBGRADE 6. GALVANIZED PIN NOTES 1. ALL METAL SHALL BE GALVANIZED. 2. CONTRACTOR SHALL PROVIDE SHOP Cable Barrier Fence Scale: 1/4!'=1'-O" CITY OF BAKERSFIELD, CALIFORNIA c Backed Seat w/ Embedded Support N 12 3/4"Ann Rest w%c;N;J 20" DEPTH Bench Seat w/ Embedded Support 69' SUPPORT 01 ol 01 681/2' SEATS L L R TYPICAL SEAT -� 11/4' O.D. FRAME 50 O,D. ROD PANEL Three Seat Bench Site Seating Scale: 3/8"=1'-0" :9 _q 221 /2" TYP SEAT WIDTH 20" DEPTH 1/2' TYPICAL SPACING L (LEFT AAM), R (RIGHT ARM) NOTED IN ABOVE LAYOUT ARE RECOMMENDED INTERMEDIATE ARM PLACEMENTS FOR BEST VISUAL SPACING OF ARMS, LEFT OR RIGHT ARM IS DETERMINED FROM THE POSITION OF SITTING IN THE SEAT, Bench Fountain and Trash Pad Typical Bench and Trash Pad Bench on Concrete Pad G J Scale: 1 /4" =1'-0" 1. BENCH TO BE ANCHORED IN PLACE PER MANUFACTURER'S RECOMMENDATIONS. SEE MASTER PLAN TO VERIFY BENCH TYPE AT EACH LOCATION. 2. TRASH RECEPTACLE TO BE ANCHORED IN PLACE PER MANUFACTURER'S RECOMMENDATIONS, 3. DRINKING FOUNTAIN TO BE SURFACE MOUNTED PER MANUFACTURER'S RECOMMENDATIONS. 4. ACCESSIBLE AREA. 5. CONCRETE SIDEWALK. 6. 12" RADIUS AT CORNER (TYP.) 7. 4" THICK CONCRETE PAD PER DETAIL C, SHEET L1.04. NOTES: A. FRONT EDGE OF PAD WILL VARY TO FOLLOW EDGE OF ADJACENT CONCRETE PATH. SEE CONSTRUCTION PLANS FOR PATH ORIENTATION. B. FOR COLOR SEE PLAN SHEET MASTER CONTRUCTION LEGEND. File Name: Job No.: 3167 Date: 01-26-09 0 �r 0 W v S N M Drawn: Engineer: Checked By: MML _O f Lock Detail /1'-101/2" Front Profile Liter Receptacle Scale: 1/20=1'-O" 20' io 4., L 1I11�1IBI1=1 _111_111 1111111 ° 4 111111 a ° 4 �r Drinking Fountain Scale: 1 "=1'-0" 1. METAL PANEL. 2. 1 1/4" O.D. METAL TUBE. 3. 5/8" O.D. STEEL ROD INSERT. 4. PLASTICE GLIDE WITH 7/16" O.D. SURFACE MOUNT HOLES. 5. DOOR PANEL, 6. KEYED LATCH. 2'-2" 5 Plan CV N No. DA TE DESCRIPTION EPTDESIGN landscape architecture I urban design' planning 8A4 East Crew Street, Ste. 201 Pasadena, CA 91101 T 1626.795.2008 F 1626-795-25A7 www.epklesign.com r Plan View 1. 2" O.D. TUBULAR METAL, 2, FINISHED GRADE. Front Profile Bicycle Rack h % Scale: 3/4"=1'-0" 1. PEDESTAL DRINKING FOUNTAIN. SEE CONSTRUCTION LEGEND FOR MODEL, COLOR AND FINISH. 2. CONCRETE PAD TO MATCH ADJACENT PAVING 3. ANCHOR BOLT PER MANUFACTURER'S SPECIFICATIONS 4. SEWER CLEANOUT, SEE CML ENGINEER'S PLAN 5, 6" DIA ROUND AMATEK GREEN VALVE BOX 6. FINISH GRADE 7. FOOTING PER MANUFACTURER'S SPECIFICATIONS 8. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 9. WASTE LINE TO SEWER. SEE CIVIL ENGINEER'S PLANS 10. 3/4' GATE VALVE 11. SUPPLY LINE, SEE CML ENGINEER'S PLANS 12. 81/2' X 7 3/4" ACCESS DOOR, ATTATCH WITH 4 STAINLESS STEEL 1/4-20 SS TORX BOLT WITH PIN. 13. 3/8' NYLON REINFORCED NYLON BAND TUBING WITH 1/2" MIP NOTES: o A. FOUNTAIN SHALL COMPLY WITH ADA REQUIREMENTS. `r B. INSTALL "P" TRAP ON WASTE LINE AS REQUIRED PER CODE. C. SEE PLAN FOR ADJACENT HARDSCAPE LAYOUT. D. ALL DIRNKING FOUNTAINS SHALL HAVE A SHUT OFF VALVE, AS SHOWN, WHERE THE DRINKING FOUNTAIN LINE CONNECTS TO THE MAIN DISTRIBUTION LINE, PER C01 STANDARDS. BAKERSFIELD SPORTS VILLAGE PHASE I CONSTRUCTION DETAILS 7.9-166 No. DA TE TI DN DESCRIP E P U E 1 (0-311' 11N' landscape architeduro I urban dwsign planning 8A4 Ead Green Sir , . 2011/09 — P encs, CA 91101 (P -M ATF 1626.795.2008 F 626.795.2547 Or CPi, www.epk6sign.com 1. 8wx8"xl6" CMU BLOCK FACED ALL SIDES WITH 12"X12" NATURAL SANDSTONE TILE. COLOR TO BE PADRE GOLD 2. POUR IN PLACE, NATURAL CONCRETE BASE WITH 1")(6' BOARD FORM FINISH @ ALL EXPOSED SURFACES. 3. 12" BRUSHED ALUMINUM LETERS AND LOGO. 2_01 LETTERING AND VERBAGE APPROVED PER CITY. 10 4. 1/2" REVEAL FOR CRACK CONTROL 5. FINISH GRADE 1 6. LINE OF FOOTING BELOW GRADE, 7. 90% COMPACTED SUBGRADE 8. 8" DIAMETER STEEL POST W/1" X 8" X 10' STAINLESS STEEL FLAT BAR SUPPORT 9. SIGN UGHT, SEE ELECTRICAL FIXTURE SCHEDULE. �+ 10. FUTURE VX 15' TWO SIDED SCROLLING MESSAGE 9 BOARD n n p a m NOTES q n p A. ALL SNAP TIE HOLES TO BE QUARTER FILLED. B. ALL CAULKING AND SEALANT SHALL MATCH CONCRETE COLOR { I =L.i L.L I— C. PROVIDE ANTI-GRAFITTI COATING SZ-ide Elevation ' `'"" "1 I " D. CONTRACTOR SHALL PROVIDE SHOP DRAWING FOR APPROVAL BY ENGINEER AND -LANDSCAPE ARCHITECT. E. REFER TO STRUCTURAL DRAWINGS FOR STEEL AND CONCRETE REINFORCEMENT REQUIREMENTS. REFER TO STRUCTURAL CALCULATIONS FOR CONNECTION SPECIFICATIONS. I { Approx. 11'-0" 211-0" 10 6® 3„ '-6 TOP OF WALL 6A E ...... ............... . ............................... .......:...... .......... PER PLAN , LOTOP PO PA OF WALL ASHE RD n a _ 79 PER PLAN ................;...................................................:..........:.......:..... q . n .:.......... FINISH GRADE ...I.�I..)..=._._{.=..1...=..I....?.?.—?::�::�..�?:1::1:- i? PER PLAN I:::::::::.III:::::::::III:::::...:?III:::.:::::? :._•.I{i::-::::.aIISIIIfIII1::::::.:.:1II::::.:)II:,::-:I I I:::::::.I I �.._.....I I 5 3 1 8 3 Front Elevation 2 6 M -r 12-8° o a c n n..._..................................:........:......_..............°.................p..: n. <................. n _ — q Gi7 n n............... ....._.,.......... ......... � a ........ ............. .......:..._d.._...............:..._..._.....................°...........:....._�.. . n q 4 n 10 Ian Vie 2 4 ..J LL Alk Ashe Road Entry Sign AScale: 3/16'=l' -O' 7.9-166 Se B` A K EmEr"' F I L DJob OD 1 mN A L. I N I A F ( PUBLIC WORKS DEPARTMENT File Name: Drawn: BAKERSFIELD SPORTS VILLAGE DETAILS Ll No.: 3167 Engineer:CONSTRUCTION PHASE I nOj% Date: 01-26-09 Checked By: MML MATCHUNE, THIS SHEET MATCHUNE SEE SHEET 1-2.02 64 A39 SB 1 211 59A38 211 SBI( 60A37 211 SBI( PUBLIC WORKS DEPARTMENT File Name: Job No.: 3167 Date: 01-26-09 MATCHLINE, THIS SHEET Drawn: Engineer: Checked By: MML I tvEVISION N©. DA TE E"J Bermad 60-400 Series Master Valve MODEL NO. WffH NOZZLE SIZE & TYPE 2 Basket Strainer 3 97 FB CSSI-316SS -10" Fs 4 RB9M80105 Flow Sensor With 100 DESCRIPTION landscape architeduro I urban design I planning 8A4 East Grow Stre#.. Ste. 201 Paxdew.. CA 91101 T 1 626.795.2008 - F I 62,6.795-25A7 www.eptclesign.com IRRIGATION NOTE: THE IRRIGATION 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 L2.12.FOR ADDITIONAL INFORMATION ON MATERIALS, LEGENDS, NOTES, AND POINT OF CONNECTION. REFER TO SPECIFICA11ONS FOR FURTHER INFORMATION. THE GENERAL REQUIREMENTS OF THE SPECIFICATIONS SHALI- BECOME PART OF THE IRRIGATION WORK. QUICK COUPI ERS SHALL BE CONNECTED TO THE POTABLE WATER SUPPLY. REFER TO CIVIL SHEETS REGARDING THE POTABI E WATER LAYOUT. section 4216/4217 of the government code requires a dig alert Identification number be issued before a"permit to excavate" will be valid. I-OW227-2= Call (2) working days before you dig. BAKERSFIELD SPORTS VILLAGE PHASE I IRRIGATION LEGEND Brass Gate Valve - Line Size E"J Bermad 60-400 Series Master Valve MODEL NO. WffH NOZZLE SIZE & TYPE Watts Basket Strainer 97 FB CSSI-316SS -10" Fs RajnBird RB9M80105 Flow Sensor With 100 RajnBird 1 806 -SAM -PRS 51-H, Q Service Saddle C RainBird 51-13C Quick Coupler Valve 1806 -SAM -PRS 9-F,H,QV Per Potable Water Plans RajnBIrd PESB-R-PRS-D Control Valve 1806 -SAM -PRS 1U-FH,QV ESP -SAT Controllers. See irrigation L! i construction notes for information. *W 'If 114 Man Mainline Lateral Line 1806 -SAM -PRS 16-FH,Q,V Schedule 40, PVC Sleeves -size to be two M times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station No, 3/4' NOTE: 1 10 THE LATERAL SIZE X ---GPM 1812 -SAM -PRS 6-H, Q X_X III -1' IDEWCALTICK MARKS SHALL BE X Plant Type 812 -SAM -PRS Valve Size 21/2, MINIMUM PIPE SIZE IS 1812 -SAM -PRS 1U-FH,QV 1 -SAM-PRS 10-FH,QV 812 lop RWS-BG02 (50 GPM)- (2) Per Tree RainBird 1401 on 1806 - PA -80 1812-SAM-PRS-RO 13-18F I Imporli 0 l11812-SAM-PIRS-1313-181-1 POP. 1812 -SAM -PRS -R13 -18Q Q , . 1812 -SAM -PRS -R17 -24F 1812 -SAM -PRS -R17 -24Q 8005 -PC -SS -NP -SAM -20 0 5 10 20 40 Feet 7.9-166 Nibco Brass Gate Valve - Line Size E"J Bermad 60-400 Series Master Valve 61 Watts Basket Strainer 97 FB CSSI-316SS -10" Fs RajnBird RB9M80105 Flow Sensor With 100 Service Saddle C RainBird 51-13C Quick Coupler Valve Per Potable Water Plans RajnBIrd PESB-R-PRS-D Control Valve RainBird ESP -SAT Controllers. See irrigation L! i construction notes for information. Mainline Lateral Line Schedule 40, PVC Sleeves -size to be two M times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station No, 3/4' NOTE: 1 10 THE LATERAL SIZE X ---GPM 1 11/4' BErWEEN TWO X_X III -1' IDEWCALTICK MARKS SHALL BE X Plant Type SIZED THE SAME. Valve Size 21/2, MINIMUM PIPE SIZE IS 0 5 10 20 40 Feet 7.9-166 I' MATCHUNE SEE SHEET L2.01 III IIIIIIIII iiii�fw Vmi MATCHLINE SEE SHEET L2.03 File Name: Job No.: 3167 Date: 01-26-09 Drawn: Engineer: Checked By: MML BAKERSFIELD SPORTS VILLAGM PHASE I 271 371 // // 4'�) //IDESCRIPTION =4 WI id R-1 "EQ IrS4 "I M E WA —ERM—A &w -j 0 landscape architeaure, I urban design I planning A02r, ul8A4 Ead Grew Stree, Ste. 201 211 SB Pdsa&w, CA 91101 00001� T 1626.795.2008 F 1626.795.2547 A35 63 www.eptc6sign.com 211 SB A34 61 211 SB A33 10 .0I ill SIB B1 110 211 T B2 38 111211 T A32 79 211 TR B3 \110 211 T B4 110 211 T B5 110 211 T 136 B6 211 T B7 57 221, T 138 lio 211 TF IRRIGATION LEGEND V T Bermad 6"-400 Series Master Valve MODEL NO. WITH NOZZLE SIZE & TYPE Watts Basket Strainer 97 FB CSSI-316SS -10" RainBird RB9M80105 Row Sensor With 10" 1806 -SAM -PRS 5'-H, Q Service Saddle C RainBlrd 5LRC Quick Coupler Valve. RainBlrd 1806 -SAM -PRS 8'-FH,QV Per Potable Water Plans RainBird PESB-R-PRS-D Control Valve RainBird 1806 -SAM -PRS 10!-FH,QV ESP -SAT Controllers. See irrigation construction notes for information. I V. MM 1806 -SAM -PRS 1Z-FH,QV Mainline Lateral Line Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station No. SO NOTE: 1% THE LATERAL SIZE X_X X GPM 1 I/V BETWEEN TWO (tE:2 I 11r IDENTICAL TICK MARKS $HALL BE X X SRI r •. •. • wr • Valve Size Ur MINIMUM PIPE SIZE IS W 31e. - I 00. i 812 -SAM -PRS 19-FH,Q,V 1812 -SAM -PRS 1Z-FH,QV 11812 -SAM -PRS 16-FH,Q,V RWS-BG02 (50 GPM)- (2) Per Tree 1 Q .M 1812 -SAM -PRS -1113-1817 1812 -W -PRS -R13 -18Q RainBird 1812 -SAM -PRS -R17 -24F 1812-SAM-PRS-Rl 7-24H MEMA or*=' SAM-PRS-Rl 7-24Q 8005 -PC -SS -NP -SAM -20 an -mg -.370-0:8005-PC-SS-NP-W-20 7006 -FC -SS -NP -SAM -04 7.9-166 10 11 Nibco Brass Gate Valve - Line Size Bermad 6"-400 Series Master Valve 61 Watts Basket Strainer 97 FB CSSI-316SS -10" RainBird RB9M80105 Row Sensor With 10" Service Saddle C RainBlrd 5LRC Quick Coupler Valve. Per Potable Water Plans RainBird PESB-R-PRS-D Control Valve RaiinBird ESP -SAT Controllers. See irrigation construction notes for information. 01=0 0010 SM om oun Now 0=0 noft NES NIIIIIIN NIIIIIIIIII Mainline Lateral Line Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station No. SO NOTE: 1% THE LATERAL SIZE X_X X GPM 1 I/V BETWEEN TWO (tE:2 I 11r IDENTICAL TICK MARKS $HALL BE X X Plant Type 20 SIZED THE SAME. Valve Size Ur MINIMUM PIPE SIZE IS W 31e. - I 7.9-166 10 11 KAATn-Wl IKIC: Qg= Qt49==T 10 n* No. DA TE �2T l3T a 11 MIA DESCRIP WIT VMS EPTDESIGN landscape architecture I urban design I planning 84 East Green Street.. Ste. 201 Pasodena, CA 91101 T 1626.795.2008 F 1626.795.2547 www.eptdeeign.com MATCHLINE SEE SHEET 12.04 File Name: PUBLIC WORKS DEPARTMENT Job No.: 3167 Date: 01-26-09 Drawn: Engineer: Checked By: MML 'j *oma Section 421614217 of the government code requires a dig alert identification wu- pm I I excavate" will be valid. 1-800-227-26M Call (2) worWng days before you dig. 7.9-166 BAKERSFIELD SPORTS VILLAGE LANDSCAPE IRRIGATION PLAN PHASE I Len 0 V%3 0 5 10 20 40 Feet LEGEND V 10 Bermad 6"-400 Series Master Valve MODEL NO. WITH NOZZLE SIZE & TYPE Watts Basket Strainer 97 FB OSSI-316SS -1011 Fs O Ra!nB!rd RB9M80105 Flow Sensor With 100 1806 -SAM -PRS 6-H, Q Service Saddle C RainBird 5LRC Quick Coupler Valve 1806 -SAM -PRS 9-FH,QV Per Potable Water Plans RalnBlrd PESB-R-PRS-D Control Valve 11806 -SAM -PRS 10'-F,H,QV ESP -SAT Controllers. See irrigation construction notes for information. RainBird anvjla-&-Ma� Mainline Lateral Line RajnBird 18o6 -SAM -PRS 16-F H,QV Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter 1812 -SAM -PRS 6-H, Q LATERAL LINE SIZING CHART . II1II®. 3/4" NOTE, 11 THE LATERAL SIZE x RajnBird 1812 -SAM -PRS 8!-FH,QV X_X = I+1---11/2" IDENTCAL'TICK MARKS SHALL BE X x RajnBird 1812 -SAM -PRS 10'-F,H,QV I *ami 0.0 1812 -SAM -PRS 1 2-FH,QV RajnBird 1812 -SAM -PRS 1 6-FH,QV 110k MM I RWS-BG02 (.50 GPM)- (2) Per Tree 1 RaInBird A O RaInBird 1812 -SAM -PRS -1113-1817 RajnBird 1812 -SAM -PRS -R13 -18H 1812 -SAM -PRS -R13 -18Q 1812-SAM-PRS-Rl7-24F 1812 -SAM -PRS -1117-24H 1812 -SAM -PRS -1117-240 H 11, T -Irl 3 51 P 8005 -PC -SS -NP -SAM -20 1001W, 0.00 :8005 -PC -SS -NP -SAM -20 ® r' Y� 111 r � e/ -., mg 0 5 10 20 40 Feet Nibco Brass Gate Valve - Line Size Bermad 6"-400 Series Master Valve 61 Watts Basket Strainer 97 FB OSSI-316SS -1011 Fs O Ra!nB!rd RB9M80105 Flow Sensor With 100 Service Saddle C RainBird 5LRC Quick Coupler Valve Per Potable Water Plans RalnBlrd PESB-R-PRS-D Control Valve RalnBird ESP -SAT Controllers. See irrigation construction notes for information. Mainline Lateral Line Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station NO. 3/4" NOTE, 11 THE LATERAL SIZE x GPM ---11/4" BETWEEN TWO X_X = I+1---11/2" IDENTCAL'TICK MARKS SHALL BE X x Plant Type, r SEED THE SAME. 0110P .­ -.-- ­_ 0 5 10 20 40 Feet MATCHLINE SEE SHEET L2.03 TUB � 1 �I 371 71 DESCRIP TION EPTDESIGN ? landscape architaeeturo I urban design' planning File Name: Job No.: 3167 Date: 01-26-09 Drawn: Engineer: Checked By: MML Section 4216/4217 of the government code requires a dig alert identification number be issued before a "pemit to excavate' will be valid, 1-800-227-2600 Call (2) working days before you dig. IRRIGATION NOTE: THE IRRIGATION 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 L2.12 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. QUICK COUPLERS SHALL BE CONNECTED TO THE POTABLE WATER SUPPLY. REFER TO CML SHEETS REGARDING THE POTABLE WATER LAYOUT. BAKERSFIELD SPORTS VILLAGE PHASE I 844 East Green Street, Ste. 201 4t e x} Pasadena, CA 91101ct'>q 03-27-09 T 1626.795.2008, F 1626.795-2547 TF ft cA�-�F� www.eptc6ign.com IRRIGATION LEGEND SYMBOL RAD. MANF. MODEL NO. WITH NOZZLE SIZE $ TYPE F I H 1 Q A 4D 5' RainBird 1806 -SAM -PRS 5'-H, Q Q g 8' RainBird 18WSAM-PRS 9-F,H,Q,V O ® l!1 10' RainBird 1806 -SAM -PRS 10'-F,H,Q,V (D E) g 12 RainBird 1806 -SAM -PRS 121-F,H,Q,V 8 16 RainBird 1806 -SAM -PRS 151-F,H,Q,V O• Qt 5' RainBird 1812 -SAM -PRS 5'-H, Q 8' RainBird 1812 -SAM -PRS 9-F,H,Q,V ' 10' RainBird 1812 -SAM -PRS 10'-F,H,Q,V `; 12 RainBird 1812 -SAM -PRS 12'-F,H,Q,V V `7 15' RainBlyd 1812 -SAM -PRS 15'-F,H,Q,V • RainBird RWS-BG02 (.50 GPM)- (2) Per Tree o RainBird 1401 on 1806 - PA -80 1� 17' RainBird 1812 -SAM -PRS -1313-18F 17' RainBird 1812 -SAM -PRS -1313-18H 17' RainBird 1812 -SAM -PRS -R13 -18Q 2� 2 21' RalnBifd 1812 -SAM -PRS -R17 -24F 21' RainBird 1812 -SAM -PRS -1117-24H 21' RainBird 1812 -SAM -PRS -R17 -24Q O 75' RainBird 8005 -PC -SS -NP -SAM -20 75' RainBIrd 8005 -PC -SS -NP -SAM -20 �J 39' RainBird 7005 -FC -SS -NP -SAM -04 39' RainBird 7005 -PC -SS -NP -SAM -20 H Nibco Brass Gate Valve - Line Size Q Bermad 6"-400 Series Master Valve ® Watts Basket Strainer 97 FB CSSI-316SS -10" OFs RainBlyd RB9M80105 Flow Sensor With 10" Service Saddle C RainBird 5LRC Quick Coupler Valve Per Potable Water Plans RainBird PESB-R-PRS-D Control Valve A B❑ ❑C RainBird ESP -SAT Controllers. See irrigation construction notes for information. ----------- Mainline Lateral Line _ — _ — — — — — — — — — — — — — — — — — — — Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: Station No. Tx--xX --��'"-"--GPM X X----�--�— Plant Type LATERAL LINE SIZING CHART We NOTE: a 1' THE LATERAL SIZE —H —1 v4� BETWEEN TWO —+++-11/2' ioENrraAincrc MARKS SHALL eke �– 2' SAD THE SAME. 0 5 10 20 40 Feet 7.9-166 W.M0 I . a"ft • ssiWA 11 IL I f Ia_ MEN MOM LIMIT OF WORK IRRIGATION NOTE: THE IRRIGATION 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 12.12 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. QUICK COUPLERS SHALL BE CONNECTED TO THE POTABLE WATER SUPPLY. REFER TO CML SHEETS REGARDING THE POTABLE WATER LAYOUT. Section 4216/4217 of the government code requires a dig alert Identification number be issued before a "permit to excavate' will be valid. 1-8-227-2600 Call (2) working days before you dig. V®ON No. DA TE i 027%09 12 07'09.09 X 13 14 '� DESCRIP TION landscape architecture I urban design' planning C 844 East Green Street, Ste. 201 4Xarm. Powdena, CA 91101d'j 07/09/09�Q T 1626.795.2008 F 1626.795.2547 AYt$� www.eptd�sign.com CF C IRRIGATION LEGEND SYMBOL RAD. MANF. MODEL NO. WITH NOZZLE SIZE & TYPE F I H 1 Q A ,�p T 5' RainBird 1806 -SAM -PRS 6-1-1, Q O g 8' RainBird 1806 -SAM -PRS 8'-F,H,Q,V (� ® 10' RainBird 1805 -SAM -PRS 10-F,H,Q,V e e g 12' RainBird 1806 -SAM -PRS 12'-F,H,Q,V ® 8 15' RainBird 1806 -SAM -PRS 15'-F,H,Q,V v ® 5' RainBird 1812 -SAM -PRS 5'-H, Q e V 8' RainBird 1812 -SAM -PRS 8'-F,FI,Q,V m 10' RainBird 1812 -SAM -PRS 10'-F,H,Q,V e 12' RainBird 1812 -SAM -PRS 12'-F,H,Q,V V ' 15' RainBird 1812 -SAM -PRS 15'-F,H,Q,V 0 RainBird RWS-BG02 (50 GPM)- (2) Per Tree o RainBird 1401 on 1806 - PA -80 O V 17' RainBird 1812 -SAM -PRS -R13 -18F 17' RainBird 1812 -SAM -PRS -R13 -18H 17' RainBird 1812 -SAM -PRS -R13 -18Q 0 �2 21' WhBird 1812 -SAM -PRS -R17 -24F 21' RainBird 1812 -SAM -PRS -R17 -24H 21' RainBird 1812 -SAM -PRS -R17 -24Q O 75' RainBird 8005 -PC -SS -NP -SAM -20 75' RainBird 8005 -PC -SS -NP -SAM -20 4 39' RainBird 7005 -FC -SS -NP -SAM -04 39' RainBird 7005 -PC -SS -NP -SAM -20 N Nibco Brass Gate Valve - Line Size O Bermad 6"-400 Series Master Valve 61 Watts Basket Strainer 97 FB CSSI-316SS -10' O RainBird RB9M80105 Flow Sensor With 10" Service Saddle C RainBird 5LRC Quick Coupler Valve Per Potable Water Plans RainBird PESB-R-PRS-D Control Valve F AB❑ [—C] RainBird ESP -SAT Controllers. See irrigation construction notes for information. ----------- Mainline Lateral Line — — — — — — — — — — — — — — — — — — — — — Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: Station No. GPM X -X �X—IDENTICAL. )( X— --- Plant Type Valve Size LATERAL LINE SIZING CHART 3/4' NOTE: , 1" THE LATERAL SIZE H 1 1/4' BETWEEN TWO TICK —H}-1 1/2 MARKS SHALL BE SIZED THE SAME. 1 21/2" MINIMUM PIPE SIZE IS — 1 3^ 3M. jj0 5 10 20 40 Feet 7.9-166 File Name: Drawn: BAKERSFIELD SPORTS VILLAGE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: LANDSCAPE IRRIGATION PLAN Date: 07/09/09 Checked By: MML PHASE I L2-LJ5 IRRIGATION LEGEND SYMBOL RAD. MANF. MODEL NO. WITH NOZZLE SIZE & TYPE F I H 1 Q A a� T 5' RainBird 1806 -SAM -PRS 5'-H, Q e ('� g 8' RainBird 1806 -SAM -PRS 8'-F,H,Q,V O 8 V 10' RainBird 1806 -SAM -PRS 19-F,H,Q,V ® e g 12' RainBird 1806 -SAM -PRS 12'-F,H,Q,V ® 15' RainBird 1806 -SAM -PRS 15'-F,H,Q,V v Q► 5' RainBird 1812 -SAM -PRS 5'-1-11, Q e V 8' RainBird 1812 -SAM -PRS 8'-F,H,Q,V 10 RainBird 1812 -SAM -PRS 10'-F,H,Q,V ® Y moi' 12' RainBird 1812 -SAM -PRS 121-F,H,Q,V 1;' 15' RalnBlyd 1812 -SAM -PRS 15'-F,H,Q,V • RainBird RWS-BG02 (.50 GPM)- (2) Per Tree 0 RainBird 1401 on 1806 - PA -80 O l' 0 1� 17' RainBird 1812 -SAM -PRS -R13 -18F 17' RainBird 1812 -SAM -PRS -R13 -18H 17' RainBlyd 1812 -SAM -PRS -R13 -18Q 0 �2 21' RainBird 1812 -SAM -PRS -R17 -24F 21' RainBird 1812 -SAM -PRS -1117-24H 21' RainBird 1812 -SAM -PRS -R17 -24Q 3� 3 75' RainBird 8005 -PC -SS -NP -SAM -20 75' RainBird 8005 -PC -SS -NP -SAM -20 O 4 39' RainBird 7005 -FC -SS -NP -SAM -04 39' I RainBird 7005 -PC -SS -NP -SAM -20 H Nibco Brass Gate Valve - Line Size O Bermad W-400 Series Master Valve ® Watts Basket Strainer 97 FB CSSI-316SS -19' Fs RainBird RB9M80105 Flow Sensor With 10" Service Saddle RainBird SLRC Quick Coupler Valve Per Potable Water Plans RainBird PESB-R-PRS-D Control Valve FRB FE] RainBird ESP -SAT Controllers. See irrigation construction notes for information. ----------- Mainline Lateral Line — _ — — — _ — — — _ _ — — — — — — — — — — — Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: -- Station No. X X X __ ,-- — GPM X X-"'"-'— Plant Type LATERAL LINE SIZING CHART W4. NOTE: 1. THE LATERAL SIZE - r- 1 1/4• BETWEEN Two -�R- 1 1/2• IDENTrALTICK MARKS SHAi.L BE 2' w SIZED THE:3AME. r z m Cn m M Cn m 0 I Section 4216/4217 of the government code requires a dig alert identification number be issued before a'permit to excavate' wi11 be valid. 1-800-227-2600 Call (2) working days before you dig. I a M Z M as M M W m 2`71 07"09,09 ( 1 s%vED V�e-KM KDtF*tAltA A-- N 371 '4 DESCRIP TION EPTDESIGN°°� landscape architncroro f urban design I planning � 844 East Green Street, Ste. 201EVW�•__ , Pasadena, CA 91101 07 T 1626.795.2008 F 1626.795.2547 9TF www.epWeeign.com IRRIGATION LEGEND SYMBOL RAD. MANF. MODEL NO. WITH NOZZLE SIZE & TYPE F H Q A aD 6 RainBird 1806 -SAM -PRS 5'-1-1, Q 0 g 8' RainBird 1806 -SAM -PRS 8'-F,H,Q,V Q ® 10 RainBird 18WSAM-PRS 10'-F,H,Q,V e g 12' RainBird 1806 -SAM -PRS 12'-F,H,Q,V ® 8 16 RainBird 1806 -SAM -PRS 15'-F,H,Q,V a 0 6 RainBird 1812 -SAM -PRS V -H, Q O 8' RainBird 1812 -SAM -PRS 8'-F,H,Q,V Q `' L' 10 RainBird 1812 -SAM -PRS 10'-F,H,Q,V ® Y ` 12' RainBird 1812 -SAM -PRS 12'-F,H,Q,V 15' RainBird 1812 -SAM -PRS 151-F,H,Q,V • RainBird RWS-BG02 (50 GPM)- (2) Per Tree o RainBird 1401 on 1806 - PA -80 O1 1� 17' RainBird 1812 -SAM -PRS -R13 -18F 17' RainBird 1812 -SAM -PRS -R13 -18H 17' RainBird 1812 -SAM -PRS -R13 -18Q O2 �2 21' RainBird 1812 -SAM -PRS -R17 -24F 21' RainBird 1812 -SAM -PRS -R17 -24H 21' RainBird 1812 -SAM -PRS -R17 -24Q 0 75' RainBird 8005 -PC -SS -NP -SAM -20 75' RainBlyd 8005 -PC -SS -NP -SAM -20 Q �4 39' RainBird 7005 -FC -SS -NP -SAM -04 39' RainBird 7005 -PC -SS -NP -SAM -20 Nibco Brass Gate Valve - Line Size O Bermad 6"-400 Series Master Valve ® Watts Basket Strainer 97 FB CSSI-316SS -10" Fs O RainBird RB9M80105 Flow Sensor With 101 Service Saddle C RainBird 5LRC Quick Coupler Valve Per Potable Water Plans RainBird PESB-R-PRS-D Control Valve FAI C❑ RainBird ESP -SAT Controllers. See irrigation construction notes for information. ----------- Mainline Lateral Line — — — — — — — — — _ — — — — — — — — — — — — Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOVr: Station NO. X -X X ___ -- — GPM X x ----- Plant Type LATERAL LINE SIZING CHART 3/4" NOTE' --I — 1' THE LATERAL SIZE —H— 1 114' BB�� nac MARKS SHALL BE SSD THE SAME. 0 5 10 20 40 Feet 7.9-166 LIMIT OF WORK File Name: Drawn: BAKERSFIELD SPORTS VILLAGE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: LANDSCAPE IRRIGATION PLAN `7 our Date: 07/09/09 Checked By: MML PHASE 1 L2 ■ REVISIONS IRRIGATION NOTE: No. DA TE THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, EQUIPMENT, ETC SHOWN WITHIN PAVED AREAS IS FOR DESIGN .t CLARIFICATION ONLY AND SHALL BE INSTALLED IN THE PLANTING AREAS IN A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS. SEE SHEET 12.12 FOR ADDITIONAL INFORMATION ON MATERIALS, LEGENDS, NOTES, AND POINT OF CONNECTION. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE GENERAL REQUIREMENTS OF THE SPECIFICATIONS SHALL �I BECOME PART OF THE IRRIGATION WORK QUICK COUPLERS SHALL BE CONNECTED TO THE POTABLE WATER SUPPLY. REFER TO CIVIL SHEETS REGARDING THE DESCRIP TION POTABLE WATER LAYOUT. EPTDESIGN L� landscape architecture I urban design I planning 0 844 East Green Street, Ste. 201 W1J09 EViretion DO Pasadena, CA 91101 n 03-227-09 �Q T 1626.795.2008 F 0 626.795.2547 F FCR Cp CN- ` www.eptdoeign.com section 4216/4217 of the government code requires a dig alert Identification number be Issued before a'permit to IRRIGATION LEGEND excavate' will be valid. 1-800-227-2604 SYMBOL RAD. MANF. MODEL NO. WITH Call (2) working days before you dig. NOZZLE SIZE & TYPE F H Q A 'TN p 5' RainBird 1806-SAM-PRS 6-H, Q O 6 g 8' RainBird 1806-SAM-PRS 8'-F,H,Q,V 10' RainBird 1806-SAM-PRS 19-F,H,Q,V ® e g 12' RainBird 1806-SAM-PRS 17-F,H,Q,V • 8 15' RainBird 1806-SAM-PRS 15'-F,H,Q,V aa. i rise i. rise 1 wre 1 — — — — ' some — — — some — .� — 1 — .� — 1—...._L_— . ...,.._ . _._ ._ . OF WORK .._. ......�....... _—.._ � 1 — 1 — 1 — — 1 — — I — I — asss I ssre 1 — 1 — ..... ..._ - ._..-.. . ........_ ....._--- _._.._... ......_ ----- . ...._._ _ _......... 8' RainBird 1812-SAM-PRS 8'-F,H,Q,V / i '47 10' RainBird 1812-SAM-PRS 10'-F,H,Q,Vv i i l ►�-O------------ ►K—, .9< _—_ ---- x , e f a _. ' t __.. ... ... _....__ zp 12 RainBird 1812-SAM-PRS 12-F,H,Q,V ® .. v .. � 1 va. , F CS \ . .' � .' , prof .....°.. nC, s'+J, � • -.. ?iZx' $° � F. a — PRS 15 F H V 1 1 -SAM Q ai Bird 8 21p : I � �� 2 I � , % ,. >.v —�: 4 . �-- �.._g ....._.............___. ..._.........._ ........._ � � � £ x .. <. ,. k., 4 -. ,.. +. 'ern L a.0 \av:. ... ,.. �: A ,:.. ....a a w 9m,, ^ ,. .u, S..4 }� l .. � µ. .� .., .x .:„d�eiYL �uL�$_A.w �s..5.,i. :J: . it...{w.l%h.a ae e`ka '�+ _.. =___ . _.... �,. ._...... f ._�� °��'_°:.:..._. _ ..... ` _->���)� �.....__.:_:� _..... _— ...... ....... -- ab RainBird RWS-BG02 .50 GPM 2 Per Tree I r j 1, C 38 C8 I 1 i _.. E- o RainBird 1401 on 1806 - PA-80 TF\\11/2Y- 112 �� �\ b x ----- ... ......... ...._.. .._... ........._.._ �_..._ ..._...... .... _ _ .._ __. - _._._.... _ .._ . _. __.. . ... --- -- ........ _... - 1 1T RainBird 1812-SAM-PRS-R1318F E. 1 B rd 812-SAM-PRS-R13-18H T 1� 17' RainBird 1812-SAM-PRS-R13-18Q r -__ _. F -._ —. .......... - --- _ 20 2 11 RainBird 1812-SAM-PRS-R17-24F 21' RainBird 1812-SAM-PRS R17-24H (v 21 RainBird 1812-SAM-PRS-R17-24Q _.._�. ......_._.__. 75' RainBird 8005-PC-SS-NP-SAM-20 75' RainBird 8005-PC-SS-NP-SAM-20 i 1 l 04 39 RainBird 7005-FC-SS-NP-SAM-04 r 3 I 3 39' RainBird7005-PC-SS-NP-SAM-20 i K ►.� Nibco Brass Gate Valve - Line Size 1 1 3 3 3 O Bermad 6"-400 Series Master Valve 1 --- -_. _......... ._.. ...... ..... __.... .... Basket Strainer � Watts 97 FB CSSI 316SS 191 - stn B d RB9M80106 Flow Sensor With 10" R it ' U n Service Saddle 5LRC Quick Coupler Valve C RainBird I g 43 C9 ++� 1 C:RainBird Per Potable Water Plans rn PESB R-PRS-D Control Valve aQcn�I TF\\j m `^ I t py _ _._ .----�.. _ __........ .....-----.- — .............._ _ ................_..... --.... - � m co = Controllers. See irrigation A B RC RalnBird bon for information. 88 C10 1 ., q -- __ �........ ... --.__. ..._. _._. _ —.. - 3 m constru notes 3 � CL k Mainline 66 C11 ' — — — — — — — — — — — - TF\\1 1 /2..`zr 3 3 rte,. Lateral Line 110 C12 Schedule es-size to be o (2)times the pipe diameter -� TF IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART ;> 110 C13 I ' V4, Station No. NOTE: — r— 1' THE LATERAL SIZE GPM 1 1/4' aErv�N Two � 4 �+ X-X X TF rfu G ��-` ' — M 11/2' MJ3AI SASH LL Q X X--- Plant Type t �' SSD THE SAME. r O 110 C14 , TF 2 �1 , . 1 � r - - - ------- - - - __ _... ...... _ _ ........._._.__..-. _.... -... ... __ . __. ...... - — _ _ .._ . -- - — ............. — — — - _ .- ... ._. .......... . ........ ..co All 00%1`� 0 5 10 20 40 Feet ' � r g� 3 � I 3 \. I I ly, -� I 7.9-166 --1-------�+---�---Mass 1001 less? Islas - MEN! SEEM. SEEM uses mass — ----- -----—I--------------------- sale —mass some some ------Mass NINE NONE Mass Mass ------MISS NONE — WINE --NONE -� m MATCHLINE SEE SHEET L2.09 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: Drawn: BAKERSFIELD SPORTS VILLAGE LANDSCAPE IRRIGATION PLAN L211uog Job No.: 3167 Engineer: PHASE I Date: 01-26-09 Checked By: MML i � REVISIONS MATCHLINE SEE SHEET L2.08 Mss• ® is- is' ®� .� is, sus Mss, s� �.. �. iiia ism =. ... is. s� s... s. ass, � a� "�'' Mss... Mss, MINE Mss• i>• � 1=10 iss• 000 � � i>• i>•s sift a.. 10 =01 ism fists ass, saw ,,.. Mss; a� ass i>• isse Mss• ism �. �. ae iiia ism Mss• a� 1s0 �. is. �. Mss• Mss• ti _ �. e.... .� .. No. DATE �N i r_ i _ -- W I I - ..-------_...... ...._..._ __ . __-.._........... _ ... _ _.... .. ............. ..__. 3 ._ ._.. _ 3 ............ ...........__..._. . _ ............ _. ._.. A 4 DEscRiP TION , I 1 EPTDESIGN LF landscape architectureurban design I planning 3 3 3/ k, �� .Y *' : �..... 84.4 East Green Street, Ste. 201 Date q I ............. _ ......._..� .................... -.... _ .._...._ ........ Pasadena, CA 91101 ��qT �\Q I T (626795.2008 F 1626795.2547 F ofji CAt-�F ' s✓v I I /' www.epidesign.com V ; 9 Lek, IRRIGATION LEGEND ..............I SYMBOL RAD. MODEL T 4- x 1 NOZZLE SIZ&TYPE '-- j 1 I F H 0 A 1... =' I RainBird 1806 SAM PRS 6-1-1, Q . ....... �__ ...... __.... _. ...._._.. ... -.. -��� _ 8' RainBird 1806-SAM-PRS 8'-F,H,Q,V O C� I� -' / 3 3 s • • . 10 RainBird 1806-SAM-PRS 10'-F,H,Q,V _ ...... -- - - ...._ .... _...._— ........ ..._ ..-_... _..__ .............. —_._. .. ..- .. - -.. ..... __ 3 -PR e 12' RainBird 1806-SAM S 12'-F,H,Q,V ® 8 15' RainBird 1806-SAM-PRS 15'-F,H,Q,V I1 - --, - � I 4► V 5 Rain it 1 1 , O V O �' 8' RainBird 1812-SAM-PRS 8'-F,H,Q,V ' 10' RainBird 1812-SAM-PRS 10'-F,H,Q,V e �' 12' RainBird 1812-SAM-PRS 12'-F,H,Q,V 1 151 RainBird 1812-SAM-PRS 15 F,H,Q,V :.. � 11 1 .... _.._ .... ....... _—... .. _ _ ........ _ .. .......................... 1• . ......_— .............. _ _..._.... _....... _.. ...._._.....-. __ ...-...........-._-_.. RainBird RWS BG02 (,50 GPM) o Rai nBlyd 1401 on 1806 -PA-B 0 At, _ _ _...._--............ ... _.... . -� o <. .. rr i ' Z 17' -SAM-PRS-R13-18F O1 RainBird 1812 v 17 RainBird 1812-SAM-PRS R13-18H m 'b. m1 ado 1 C24 110 ' m 17' RainBird 1812-SAM-PRS R13-18Q /TF 3 3 ..........._ _ — 3 3 .___..._ _ O 21' RalnBlyd 1812-SAM-PRS-R17-24F ' 21' RainBird 1812-SAM-PRS-R17-24H I� (� .r C25 110 2 21' RainBird 1812-SAM-PRS-R17-24Q ' co h 1 2" TF s a O3 75' RainBird 8005-PC-SS-NP-SAM-20 AN li ' 75' RainBird 8005-PC-SS-NP-SAM-20 ' ,, i; C26 88 2.. TF I 39' RainBird �7005-FC-SS-NP-SAM-04 N RainBird 7005-PC-SS-NP-SAM-20 ' I W 1/C27--._..._. 110 ......... ___.. __ ........... - ......... _._ ........ - -._ i ..... �........ -Nibco Brass Gate Valve - Line Size \`,. ' O Bermad 6"-400 Series Master Valve Basket Strainer ® Watts 97 FB CSSI-316SS -10" d - U 1 I RainBird RB9M80105 Flow Sensor With 10" O Service Saddle '' U 3 ' 5LRC Quick Coupler Valve sRainBird Per Potable Water ter Plans __ . ...... .—_........�.. ..... .... ._._1 . ....... .._..._ ......... —...._ .................... ...............Ra'nBIrd aNe PESB-R-PRS-D Control V 1� ESP-SAT Controllers. See irrigation o Fc] RainBird G( construction notes for information. ----------- Mainline i Lateral Line I Schedule 40, PVC Sleeves-s¢e to be two (2) tames the pipe diameter .J IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART e s� I 3 3 Station No. 1. "oma: —1' THE LATERAL SIZE 3 XGPM 11/a' BETWEEN TWO X-X ._-_--_— t� 1112" ioEnGc MARKS SHALL Br (� X-"-""-- Plant Tyle �— 2' ' y X , SIZED THE SAME. - i IRRIGATION NOTE: THE IRRIGATION 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- J or Feet 20 40 0 5 10 ..—...---. _... _._ - - - ..-...... _.._ _.. — ... -- — — - ..._ .......... _ _ . - -- — SEE SHEET 2.12LEGFORADDITIONALINFORMATION ON MATERIALS, TES, AND POI OF CONNECTION. a. w REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE Section 4216/4217 of the government GENERAL REQUIREMENTS OF THE SPECIFICATIONS SHALL code requires a dig alert identification "permit BECOME PART OF THE IRRIGATION WORK. number be Issued before a to � � \ / excavate' will be valid. - 1-800-227 2600 BE CON POTABLE SHEETS REGARDING THE WATER SUPPLY. REFER TO CML SHE 7.9-166 ### Cali (2) working days before you dig, Mss ® =01 no Mss, ss: � som eat as• I` om � Mss• Mise ssm mos Mss, s: iii, s� s, now n in nom Miff iiia iiim Miss Mss. i i® now woo s, Miss Mss• Mss• � Mitt asw a� ama i, mmo � 'Mss• Mss Meso ass aass isssY � ism ism asss ssss �. ism ... �. sss, �. Mss, Mise iiia Isis• asp .� east was �n isssl ssL ass Mss♦ is• POTABLE WATER LAYOUT. m W MATCHLINE SEE SHEET L2.10 File Name: Drawn: BAKERSFIELD SPORTS VILLAGE Job No.: 3167 Engineer: CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT LANDSCAPE IRRIGATION PLAN L21IU9 PHASE Date: 01-26-09 Checked By: MML i WON NINE J® NEW EM 1 1 1 1 52/C28 _ TF 211 I 88 C29 TF 211 1 110 C30 TF 211 1 110 C31 TF 211 1 23//'A20 1 TR 211 I 1 I 1 ��������EMH E�EM�L�09 MATCHUNE SEE SHEET L2.11 CITY OF BAKERSFIELD, CALIFORNIA EM s su 0001 s' WINN SM WON NOR WE MW OW MON UNN WE N= ss• owa amn sm ssss as swo "M asp mo sss, simm sss 1 3 � — .... ._._ ....___ ...... .+.._..._.{......_..1........i-......L.._�....1......�_1.....-r..._.. I♦ I_ .I I I I1 t I• I• I• ISI . ... LIMIT OF WORK File Name: Job No.: 3167 Date: 01-26-09 Drawn: Engineer: Checked By. MML Section 4216/4217 of the government code requires a dig alert identification number be issued before a "permit to excavate" will be valid. 1-800-227-2600 Call (2) working days before you dig, THE IRRIGATION 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 L2.12 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. QUICK COUPLERS SHALL BE CONNECTED TO THE POTABLE WATER SUPPLY. REFER TO CML SHEETS REGARDING THE POTABLE WATER LAYOUT. BAKERSFIELD SPORTS VILLAGE PHASE I 1 1 1 1 1 1 1 1 ■ 1 1 1 I 1 1 1 1 1 1 1 1 1 I� 1� _ S r Im ICl' m m Im f NZWAUPMOW No. DA TE RAD. MANF. 1 / H 1 Q A D m 5' RainBird 2 e b g 8' RainBird 3 O ® LJ 10' RainBird 4 e g 12' DESCRIP TION 1806 -SAM -PRS 12'-F,H,Q,V ® 8 15' RainBird EPTDESIGN F landscape arthiteeture ( urban designplanning r� 844 East Green Sired, Ste. 201 — '1/EV"bW09 Pasadena, CA 91101 T 1626.795.2008 F 1626.795.2547 CW0 �Q 9�F OF C4 www.eptdesign.com RainBird IRRIGATION LEGEND SYMBOL RAD. MANF. MODEL NO. WITH NOZZLE SIZE & TYPE F H 1 Q A D m 5' RainBird 18WSAM-PRS 5'-H, Q e b g 8' RainBird 1 W&SAM-PRS &-F,H,Q,V O ® LJ 10' RainBird 18WSAM-PRS 10'-F,H,Q,V e g 12' RainBird 1806 -SAM -PRS 12'-F,H,Q,V ® 8 15' RainBird 1806 -SAM -PRS 15'-F,H,Q,V <► 0 5' RainBird 1812 -SAM -PRS V -H, Q O V O 8' RainBird 1812 -SAM -PRS &-F,H,Q,V m 147 101 RainBird 1812 -SAM -PRS 19-F,H,Q,V e `; 12' RainBlyd 1812 -SAM -PRS 121-F,H,Q,V ';7 151 RainBird 1812 -SAM -PRS 16-F,H,Q,V • RainBird RWS-BG02 (50 GPM)- (2) Per Tree o RainBird 1401 on 1806 - PA -80 O1 0 1� 17' RainBird 1812 -SAM -PRS -R13 -18F 17' RainBird 1812 -SAM -PRS -R13 -18H 17' RainBird 1812 -SAM -PRS -R13 -18Q O2 b21' 21' RainBrd 1812 -SAM -PRS -R17 -24F 21' RainBird 1812 -SAM -PRS -R17 -24H RainBird 1812 -SAM -PRS -R17 -24Q 0 �J 751 RainBird 8005 -PC -SS -NP -SAM -20 751 RainBird 8005 -PC -SS -NP -SAM -20 0 39' RainBird 7005 -FC -SS -NP -SAM -04 391 RainBird 7005 -PC -SS -NP -SAM -20 N Nibco Brass Gate Valve - Line Size 0 Bermad 611-400 Series Master Valve ® Watts Basket Strainer 97 FB CSSI-316SS -10" Fs RainBird R139M80105 Flow Sensor With 10° Service Saddle Ctt�� RainBird 5LRC Quick Coupler Valve Per Potable Water Plans RainBird PESB-R-PRS-D Control Valve IFB a RainBird ESP -SAT Controllers. See irrigation construction notes for information. —.-.--------- Mainline Lateral Line _ — — — — — — — — — — — — — — — — — — — — — Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: �,- Station No. GPM Plant Type LATERAL LINE SIZING CHART , 1. THEE LATERAL SIZE —ff -11X BETWEEN Two —tfF-1112, IDENTICAI_11CK - 21 MA SHALLBEE. _ 0 5 10 20 40 Feet 7.9-166 LANDSCAPE IRRIGATION PLAN 0) O N co O r N N U N O d I r W Q 0- W I J O L C0 J W U_ L1_ VJ cr W V Q m ONS MATCHUNE SEE SHEET L2.10 J pga Was Fsa!� -own- _�............ _ ......... ............................ N©. DATE + \ __........ ..... - ;' / low —..._E !i ... .......... \ I❑.. PI as 0 0 0 C, QV _ �/� i 1 a \ i ys -n ji \ `♦ \ * `•\ \ \ i \ ^ 41/ i \ •s, \ \l \ \ \ \ \� \ \ \ \ \ 1 SYMBOL RAD. 1 ZI F H �I ' I 5' - I 1 1 �! _ 1 i 'I I , 1806 -SAM -PRS 101-F,H,Q,V I 1 I i I I ' I I 1 1 1 • S -- t 1 1 1 , '1 1 1 1 I t � ' I 5' '1 1812 -SAM -PRS 5'-H, Q O v 8' I 1812 -SAM -PRS 81-F,H,Q,V 'I u_ 1 RainBird 0 v' 12' ' MAINLINE SHALL BE LOCATED 35' PARALLEL FROM 15' PROPERTY LINE 1812 -SAM -PRS 16-F,H,Q,V - t � RWS-BG02 (.50 GPM)- (2) Per Tree 1 I RainBird . 1 1 1 i _ I I I I I 1 - ' I ; - 1 RainBird 1812 -SAM -PRS -R13 -18H 1 1 i \ \ IRRIGATION/STORMWAT5, RETENTION STORAGE PER LAKE PLANS I \ \ \ \ , r -- _.. -__- - - - - - - - - - - - - - - - - - - - - - - - \ I w \ 0I 0. I■ 0010 1 MEN I MEN i NNE i 10101111 1 00110 1 NEW I r I ■oni Inno soin , omw inwin I lanlis I ■* 1\"= I a■i♦ I mom , ■moi V 11101111111 1 NNIN I NNIN I NUNN 1 20011 ; INNE 1 011001 1111111111111110 1 NINE Ir w I ■■■ I ■NIN I ONE! i 0010 1 ENE 1 00011 1 10110 1 1001111 i ssas I MMW 1 0010 allow 1 011101 1 snal _ LIMIT OF WORK ENLARGEMENT - REFER TO DETAIL ABOVE fl O ■a■ I ® I NOW 0001 I i I ! I ■■■ I INNE i NNE ONE I is a■a I NOW I MEN . MINE I NOW ONE I NOW I MEN I OWN I NEW I MEN I ■s, INNE 1 Nei \ \ \ \ \ ♦ Gvyr ♦ \ ` \ ` Section 4216/4217 of the government \ \ c \ code requires a dlg alert identification number be Issued before a "permit to \ \ \ excavate° will be valid. \\ \ 1-800-227-2600 \ Call (2) working days before you dig: \ \ i File Name: Job No.: 3167 Date: 01-26-09 Drawn: Engineer: Checked By. MML BAKERSEIELD SPORTS VILLAGE PHASE 271 A.71 I DE56?1P TION EPTDESIGNC, landscape archiMcture f urban design' planning 844 East Green Street, Ste. 20131 E*kaoon Dole Pasadena cA 91101 03-27-09 e T 1626.795.2008 F 1626.795.2547 F w bi L�F��\ wweptdesign.com IRRIGATION LEGEND SYMBOL RAD. MANF. MODEL NO. WITH NOZZLE SIZE & TYPE F H Q A Cp 5' RainBird 1806 -SAM -PRS 5'-H, Q 0 g 8' RainBird 1806 -SAM -PRS 81-F,H,Q,V © ® v g 10' Rainl3ird 1806 -SAM -PRS 101-F,H,Q,V ® e g 12' RainBird 1806 -SAM -PRS 12'-F,H,Q,V • S 15' RainBird 1806 -SAM -PRS 16-F,H,Q,V U v 5' RainBird 1812 -SAM -PRS 5'-H, Q O v 8' RainBird 1812 -SAM -PRS 81-F,H,Q,V (D �7 10' RainBird 1812 -SAM -PRS 19-F,H,Q,V v' 12' RainBird 1812 -SAM -PRS 121-F,H,Q,V 15' RainBird 1812 -SAM -PRS 16-F,H,Q,V • RainBird RWS-BG02 (.50 GPM)- (2) Per Tree o RainBird 1401 on 1806 - PA -80 O O 1� 17' RainBird 1812 -SAM -PRS -R13 -18F 17' RainBird 1812 -SAM -PRS -R13 -18H 17' RainBird 1812 -SAM -PRS -R13 -18Q O �2 21' RainBird 1812 -SAM -PRS -R17 -24F 21' RainBlyd 1812 -SAM -PRS -R17 -24H 21' RainBird 1812 -SAM -PRS -R17 -24Q 75' RainBird 8005 -PC -SS -NP -SAM -20 75' RainBird 8005 -PC -SS -NP -SAM -20 39' RainBird 7005 -FC -SS -NP -SAM -04 39' RainBird 7005 -PC -SS -NP -SAM -20 ►4 Nibco Brass Gate Valve - Line Size O Bermad 6"-400 Series Master Valve ® Watts Basket Strainer 97 FB CSSI-316SS -10" Fs Q Rainl3ird R139M80105 Flow Sensor With 10" Service Saddle C RainBird 5LRC Quick Coupler Valve Per Potable Water Plans 0 RainBird PESB-R-PRS-D Control Valve A❑ � � RainBird ESP -SAT Controllers. See irrigation construction notes for information. ----- ------ Mainline Lateral Line _ — — — — — _ — — — — — — — — — — — — — — — Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUf: Station No. /X -X X.._.. --.----`--GPM --Plant Type Valve Size LATERAL LINE SIZING CHART 3/4" NOTE' --�— 1° THE LATERAL SIZE —H--11/4" BETWEEN TWO —tH-1 1/2' IDENTICAL TICK MARKS SHALL BE 21 SIZED THE SAME. MINIMUM PIPE SIZE IS — 3+ 3/9. 0 10 20 40 80 Feet 7.9-166 LANDSCAPE IRRIGATION PLAN L 2. 11 .,IRRIGATION LEGEND O 20 Brass Gate Valve - Line Size ® MODEL NO. WITH I NOZZLE SIZE & TYPE Oman 1812 -SAM -PRS Railri RB9M801 05 Row Sensor With 1 oil 102 RalnBird •RainBlrd CCU 1812 -SAM -PRS 8!-F,H,Q,V ft M.MME! ------ 1806 -SAM -PRS Ra]nBIrd 1812 -SAM -PRS -R13 -18Q II Control Valve with pressure regulation. Provide each valve with a sch 80 ball valve 1rr 0i-FH,QV QIIIIIIIII1 1806 -SAM -PRS 8!-FH,Q,V 1812 -SAM -PRS -1317-24F from the controller to each valve box (one of the lead Wres shall be conncected tit, c .rte 1812 -SAM -PRS 12i-F,H,Q,V --3rr*0'1806-SAM-PRS10i-FH,Q,V 1812-SAM-PRS-Rl 7-24H 1 ii -2" =Schedule 40 pvc, Bury 24" deep. Color shall be puple. - 2 11/7-3" =Class 315 pvc, Bury 30ii deep. Colorshall be purple. RainBird 1812 -SAM -PRS 15iw-FH,QV RaInBird 1806 -SAM -PRS 12i-FH,QV 4 ,:and6"­TF6021) Bury36"deep. Color shall be purple and/or labeled as reclaimed.' _0 RaInBlrd RWS-BG02 (.50 GPM)- (2) Per Tree Station No. :1 806 -SAM -PRS 15i-FH,Q,v O 20 Brass Gate Valve - Line Size ® RainBird 1812-SAM-PRS-Rl 3-18F 11 1812 -SAM -PRS Railri RB9M801 05 Row Sensor With 1 oil 102 RalnBird •RainBlrd CCU 1812 -SAM -PRS 8!-F,H,Q,V O 611 Pop -Up Turf Spray Head• Ra]nBIrd 1812 -SAM -PRS -R13 -18Q II Control Valve with pressure regulation. Provide each valve with a sch 80 ball valve 1rr 0i-FH,QV 'Emilm RaInBIrd 1812 -SAM -PRS -1317-24F from the controller to each valve box (one of the lead Wres shall be conncected tit, Gate Valves) construction notes for information. 1812 -SAM -PRS 12i-F,H,Q,V RainBird 1812-SAM-PRS-Rl 7-24H 1 ii -2" =Schedule 40 pvc, Bury 24" deep. Color shall be puple. - 2 11/7-3" =Class 315 pvc, Bury 30ii deep. Colorshall be purple. RainBird 1812 -SAM -PRS 15iw-FH,QV Bubbler in Sleeve with Grate Schedule 40, PVC Sleeves -size to 4 ,:and6"­TF6021) Bury36"deep. Color shall be purple and/or labeled as reclaimed.' be two (2) times the pipe diameter RaInBlrd RWS-BG02 (.50 GPM)- (2) Per Tree Station No. INEW X_X X GPM 1 1P BETWEEN TWO RainBird TR Trees O 20 Brass Gate Valve - Line Size ® RainBird 1812-SAM-PRS-Rl 3-18F 11 QUICK COUPLER Railri RB9M801 05 Row Sensor With 1 oil 102 RalnBird 1812 -SAM -PRS -R13 -18H CCU RainBird O 611 Pop -Up Turf Spray Head• Ra]nBIrd 1812 -SAM -PRS -R13 -18Q II Control Valve with pressure regulation. Provide each valve with a sch 80 ball valve PESB-R-PRS-D Control Valve 'Emilm RaInBIrd 1812 -SAM -PRS -1317-24F from the controller to each valve box (one of the lead Wres shall be conncected tit, Gate Valves) construction notes for information. 1.2 RainBird 1812-SAM-PRS-Rl 7-24H 1 ii -2" =Schedule 40 pvc, Bury 24" deep. Color shall be puple. - 2 11/7-3" =Class 315 pvc, Bury 30ii deep. Colorshall be purple. 1 RaInBlrd Bubbler in Sleeve with Grate Schedule 40, PVC Sleeves -size to 4 ,:and6"­TF6021) Bury36"deep. Color shall be purple and/or labeled as reclaimed.' be two (2) times the pipe diameter RaInBIrd _CFVkRT ING Station No. INEW X_X X GPM 1 1P BETWEEN TWO 11.7 TR Trees NTICAL TICK IDE���, ---- ------ - ,8005 -PC -SS -NP -SAM -20 Plant Type MARKS $HALL BE 2' SIZED THE SAME. mom, Valve Size 1111107=7* ii 7005 -FC -SS -NP -SAM -04 m� 31 3X. - ��® n M-tk« 005 -PC -SS -NP -SAM -20 GATE VALVES 20 Brass Gate Valve - Line Size 1 FLOW SENSOR 1 QUICK COUPLER Railri RB9M801 05 Row Sensor With 1 oil 102 i Service Saddle CCU RainBird 4A,LRC Quick Coupler Valve 611 Pop -Up Turf Spray Head• water plans. Per Potable Water Plans II Control Valve with pressure regulation. Provide each valve with a sch 80 ball valve PESB-R-PRS-D Control Valve 'Emilm 1F RalnBIrd ESP -SAT Controllers. See irrigation from the controller to each valve box (one of the lead Wres shall be conncected tit, Gate Valves) construction notes for information. 1.2 12" Pop -Up Shrub Spray Head 6" Pop -Up Turf Spray Head 1 ii -2" =Schedule 40 pvc, Bury 24" deep. Color shall be puple. - 2 11/7-3" =Class 315 pvc, Bury 30ii deep. Colorshall be purple. 1 4' and larger use Class 200 PVC Bell and Gasket pressure mainline Wth HARCO Bubbler in Sleeve with Grate Schedule 40, PVC Sleeves -size to 4 ,:and6"­TF6021) Bury36"deep. Color shall be purple and/or labeled as reclaimed.' be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: _CFVkRT ING Station No. 314NOTE: THE LATERAL SIZE X_X X GPM 1 1P BETWEEN TWO 11.7 TR Trees NTICAL TICK IDE���, PT Pots f .8 Plant Type MARKS $HALL BE 2' SIZED THE SAME. mom, Valve Size iE 21/2' MINIMUM PIPE SIZE IS 5" Pop -Up Turf Rotor Head m� 31 3X. GATE VALVES 20 MASTER VALVE 1 FLOW SENSOR 1 QUICK COUPLER 14 (Domestic Only) REMOTE CONTROL VALVES 102 CONTROLLERS 2 CCU 1 Note: Contractor shall verify quantities of equipment per plan prior to start of work. DESCRIPTION M FLOW RATE IN GPM 460 VAC I Master Valve to be installed in rectangle Valve box adjacent to flow ensor, 750 GPM See P,O.C, detail for more information, 12" Pop -Up Shrub Spray Head See P.O.C. detail for sizing. All flow sensor wire shall be Rainbird flow sensor Wre it model #9516-2SP installed inside 1 -1/411 PVC Sch 40 conduit, The standard 3450 RPM splice to use on the above cable is 3M DBY. HORSEPOWER 12" Pop -Up Shrub Spray Head 611 Pop -Up Turf Spray Head• water plans. II Control Valve with pressure regulation. Provide each valve with a sch 80 ball valve It and union. Tag as reclaimed. Size per plan. 'Emilm 60 Pop -Up Turf Spray Head 4 from the controller to each valve box (one of the lead Wres shall be conncected tit, Gate Valves) the controler and labeled Valve numbee. The second wire shall be stubbed 1 nto 1.2 12" Pop -Up Shrub Spray Head 6" Pop -Up Turf Spray Head 1 ii -2" =Schedule 40 pvc, Bury 24" deep. Color shall be puple. - 2 11/7-3" =Class 315 pvc, Bury 30ii deep. Colorshall be purple. 1 4' and larger use Class 200 PVC Bell and Gasket pressure mainline Wth HARCO Bubbler in Sleeve with Grate 60 Pop -Up Turf Spray Head 4 ,:and6"­TF6021) Bury36"deep. Color shall be purple and/or labeled as reclaimed.' 311 Purple Schedule 40 PVC, size per plan. minimum size to 3/4". Bury 1211 deep, 450 ••! a ra a "ra 12" Pop -Up Shrub Spray Head M IIIII&GINIGNMAIII&I NAIRN1011 Mr 460 VAC I Master Valve to be installed in rectangle Valve box adjacent to flow ensor, 750 GPM See P,O.C, detail for more information, 12" Pop -Up Shrub Spray Head See P.O.C. detail for sizing. All flow sensor wire shall be Rainbird flow sensor Wre it model #9516-2SP installed inside 1 -1/411 PVC Sch 40 conduit, The standard 3450 RPM splice to use on the above cable is 3M DBY. HORSEPOWER 12" Pop -Up Shrub Spray Head water plans. II Control Valve with pressure regulation. Provide each valve with a sch 80 ball valve It and union. Tag as reclaimed. Size per plan. 'Emilm Al valve control wires to be 14 gauge, Contractor shall run 2 valve c-ontrol wires 4 from the controller to each valve box (one of the lead Wres shall be conncected tit, Gate Valves) the controler and labeled Valve numbee. The second wire shall be stubbed 1 nto 1.2 12" Pop -Up Shrub Spray Head - 1 ii -2" =Schedule 40 pvc, Bury 24" deep. Color shall be puple. - 2 11/7-3" =Class 315 pvc, Bury 30ii deep. Colorshall be purple. 1 4' and larger use Class 200 PVC Bell and Gasket pressure mainline Wth HARCO Bubbler in Sleeve with Grate it i.1 ductile iron fittings and THRUSTFORMS concrete thrusthlock forms (411-TF4018 4 ,:and6"­TF6021) Bury36"deep. Color shall be purple and/or labeled as reclaimed.' 311 Purple Schedule 40 PVC, size per plan. minimum size to 3/4". Bury 1211 deep, 450 ••! a ra a "ra m® Plant Type: IRRIGATION NOTE CALLOUT: Mainline mom 11.7 TR Trees 11 1 Pop _U 2 p Shrub Rotor Head M IIIII&GINIGNMAIII&I NAIRN1011 Mr 460 VAC I Master Valve to be installed in rectangle Valve box adjacent to flow ensor, 750 GPM See P,O.C, detail for more information, 12" Pop -Up Shrub Rotor Head See P.O.C. detail for sizing. All flow sensor wire shall be Rainbird flow sensor Wre it model #9516-2SP installed inside 1 -1/411 PVC Sch 40 conduit, The standard 3450 RPM splice to use on the above cable is 3M DBY. HORSEPOWER 12" Pop -Up Shrub Rotor Head water plans. II Control Valve with pressure regulation. Provide each valve with a sch 80 ball valve It and union. Tag as reclaimed. Size per plan. 1 Z' Pop -Up Shrub Rotor Head Al valve control wires to be 14 gauge, Contractor shall run 2 valve c-ontrol wires 4 from the controller to each valve box (one of the lead Wres shall be conncected tit, Gate Valves) the controler and labeled Valve numbee. The second wire shall be stubbed 1 nto 1.2 it 12" Pop -Up Shrub Rotor Head - 1 ii -2" =Schedule 40 pvc, Bury 24" deep. Color shall be puple. - 2 11/7-3" =Class 315 pvc, Bury 30ii deep. Colorshall be purple. 1 4' and larger use Class 200 PVC Bell and Gasket pressure mainline Wth HARCO 12" Pop -Up Shrub Rotor Head it i.1 ductile iron fittings and THRUSTFORMS concrete thrusthlock forms (411-TF4018 4 ,:and6"­TF6021) Bury36"deep. Color shall be purple and/or labeled as reclaimed.' 311 Purple Schedule 40 PVC, size per plan. minimum size to 3/4". Bury 1211 deep, 450 ••! a ra a "ra m® Plant Type: IRRIGATION NOTE CALLOUT: Mainline mom 11.7 TR Trees 15" Pop -Up Turf Rotor Head PT Pots f .8 - DP Drip mom, Mainline 5" Pop -Up Turf Rotor Head m� - ��® - - 5" Pop -Up Turf Rotor Head m_® Remote Control Valve 110 MOM' Lateral Line Losses (10%) Other Losses (10%) Elevation Loss or Gain LOSS Total PRESSURE(PSO 2.7 3.0 1.3 34.3 0 1. The irrigation contractor shall be responsible for familiarizing themselves with ail differences In grade, location of sealwalls., location of retaining walls, 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 ma)dmum 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 owners 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 owners 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 M, tract��— 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 owners representative and all costs associated with those revisions, 5, The irrigation contractor shall be responsible for installing all control wire, mainline, and lateral line sleeving of sufficient size, under all paved areas in addon to the control wire, mainline, and lateral line sleeving shown on the drawings. male PVC pipe threads on all Irrigation ­Swling joint and valve asi—semblies. 7. Al pop-up style irrigation heads located in in shrub or groundcover areas shall be Installed so the top of the irrigation head is 1" above finish grade. 8, All 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 notifiecl by the owners representative, the irrigation contractor shal:' 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 gation 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 owners representative & the landscape Irrigation designer. 12, The gation 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 6 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 112 -van where a 12 foot radius is required. 14, The gation 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. Al adjustments shall be made at no additional costs to the owner. 15. The Irrigablon contractor shall install Rainbird check valves on all Irrigation rotors and/or spray heads demonstrating "low -head" drainage. 181�797111151_1111 �Tlil I ii ...... 1171;ti A. Installation of the irrigation system shall conform to the regulations for the construction of irrigation water systems within the it City Of Bakersfield and the accompanying plans and specifications. B. Aill reclaimed and potable water piping installed within ft limits of this project shall be identified in accordance with City of Ontario regulations and the irrigation specifications. C. Reclaimed water piping shall be purple PVC manufactured for reclaimed water systems. D. Marking on the purple PVC shall Include the following: 'CAUTION RECLAIMED WATER; the nominal pipe size; PVG-1 120; pressure rating in pounds per square inch at 73 degrees; ASTM designations such as 1785, 2241, 2672, 3139. Printing shall occur continuously on two sides of the pipe. E. All reclaimed water sprinkler box covers, control valves, Isolation valves, quick couplers, and all other equipment associated with the reclaimed water irrigation system shall have identification tags stating reclaimed water is being used for 0gation. 1. Identification tags shall beg 31 x 4�, weatherproof plastic and purple in color with the words: 'WARNING RECLAIMED WATER DO NOT DRINKimprinted on one side, and the words: "AMS0 AGUA IMPURA NO TOMAR' imprinted on the other side. All imprinting shall be permanent and black in color. Tags shall be manufactured by T. Christy Enterprises (or approved equaD. 2. Each piece of equipment associated with the reclalmed water system shall be identified by one of the following methods:! (a) Identify valve box covers with a label or heat branded stamp that reads "RECLAIMED WATER DO NOT DRINK' or use a purple valve /.IF cover with the same wording (b) Attach identification tag to control valve stem directly or with plastic be -wrap (c) Attach identification tag to control valve solenoid Wre directly or with plastic tie -wrap (d) Attach identification tag to the piece of equipment with a plastic tie -wrap F. Warning tapes shall be used on all constant pressure main line piping carrying potable water. G. Warning tapes shall be a minimum of 3 inches wide and -shall run continuously for the entire length of all constant pressure main line piping. The tape shall be attached to the top of the pipe with plastic tape banded around the warning tape and the pipe every 5 feet on center. H. Warning tape for the constant pressure potable water piping shall be blue in color with the words: "CAUTION BURIED WATERLINE BELOW Imprinted in 1 inch tall (minimum), black letters. Imprinting shall be continuous and permanent. I. All constant pressure, reclaimed water mainline piping shall be Installed so as to maintain 1 U -V, minimum horizontal separation from all potable water piping. Where reclaimed and potable water pressurized mainline piping cross, the reclaimed water piping shall be Installed below the potable water piping in a class 200, purple PVC sleeve, which shall extend a minimum of 6-0' on either side of the potable water piping. Provide a minimum vertical clearance of 6 inches. Conventional (white) PVC pipe may be used for sleeving material if it is wrapped with 3 inch Wde purple warning tape which reads: "CAUTION RECLAIMED WATER". J. All now common areas where reclaimed water Is being used and are accessible to the general public shall be posted with conspicuous signs that Include the following wording In letters no less than 4 Inches high, nor less than 8 inches wide: "RECLAIMED WATER DO NOT DRIN[i Each sign shall also display an internationally recognized symbol is •; the same warning. K Adjust Spray Heads to eliminate over spray across adjacent property lines and/or onto areas which are not to be irrigated. For example; pool decks, private patios, streets, sidewalks, driveways, etc. All irrigation equipment shall have proper'reclalmed water' identification. Including but not limited to: Purple: - Pipe - Spray head covers - Rotor head covers - valve box covers File Name: Job No.: 3167 Date: 01-26-09 Drawn: Engineer: Checked By: MML L The landscape contractor shall purchase and install the irrigation booster pump as shown on the irrigation plans. Contractor shall furnish and install mainline to the flanged gate valves, master valve, and flow sensor per the irrigation legend and details. (Refer to the irrigation plans for sizing). Refer to irrigation legend and irrigation construction notes for model numbers, Install the flow sensor per the manufacturers recommendations and details. Contractor shall furnish all materials and labor to execute and install the irrigation system per the Irrigation plans. POC NOTE Install the gate valves, quick couplers, master valves, and flow sensors within the shrub planting areas on The flow sensor wire shall be approved by Rainbird. All flow sensor wires shall ben within a gray 11-114�1 DIA., SCH. 40 PVC conduit. Each conduit shall have a separate flow sensor cable installed within it based on the corresponding controller assembly. Mainline shown in hardscape areas is diagrammatic, Mainlines are intended to be installed within the shrub areas only. Any mainline, lateral, or control wires that run under hardscape areas shall be installed in SCH. 40 PVC sleeves which shall be sized a minimum of twice the diameter of the actual pipe diameter. Refer to irrigation details for installation and depths of sleeeving. The contractor shall schedule the controllers based on the above parameters during the watering operating hour: of 1 Opm to 6am. The controller Is to be linked to the City of Bakersfield Maxicom System via phone line. See city representatives for connection Information, Forum Information, Information, contact Josh Banduccl, Kern Turf Supply, 661-664-5200, Contact Josh Banduccl at Kern Turf for price quote and distribution. Refer to quote number GVT1 12608804B A 5HP pressure maintenance pump shall keep the mainline pressurized at all times. The pump skid shall have space for 2 future pumps and 1 water feature pump. Refer to pump specifications for additional information. CONTROLLER INFORMATION MANUFACTURER: Rai TYPE:—. . ...... I ......... ESP -SAT Ma)dcom2 CONTROLLER ASSEMBLED BY: Kern Turf Supply Inc. Contact Dennis Banducci 661-664-5200 NOTE CONTROLLER IDENTIFICATION CONTROLLER PART NUMBER A VITBB-24SS/ RB9M71 900/ KCPCSA-52/ KCPISOLATOR/ RB9M80105/ RB9M80201 / RCP01 060 B VITBB-24SS/ RB9M719OO/ KCPCSA-52/ KCPISOLATORI RCP01 060 C VITBB-24SS/ RB9M719OO/ KCPCSA-52/ KCPISOLATOR/ RCP01 060 Controller shall be located in the maintenance room located at the soccer concession building. Controllers shall be wall mounted at the direction of the landscape architect. 2 phonelines are required at the controller location f4 connection to city Maxlcom System. Paige Electric model #P7072 communication wires are required between the controller and the flow sensor. All communication cable shall be installed Inside 1-1/2" PVC Sc h 40 conduit with pull boxes at no more than 200' apart. A & loop shall be in each box and at each change of direction.. FLOW SENSOR CABLE: Rainbird Model #9516-2SP .......................... Install flow sensor cable in a 1 1/28 U.L. PVC SCH. 40 gray conduit. The 120 volt power supply connection to the irrigation controller assembly shall be the responsibility of the irrigation contractor. Refer to electrical plans for additional information. The CCU and all controllers shall be wall mounted inside concession building. Final location of the irrigation controller assembly shall be approved by the owners authorized representative prior to installation. VT37505460 SYSTEM MODEL NUMBER Ii 0 PSI PUMP • NOTE i'VT37505460 665 GPM -PH 1 SYSTEM DESIGN FLOW RATE 120 PSI TOTAL BOOST SYSTEM DESIGN PRESSURE IIIII&GINIGNMAIII&I NAIRN1011 Mr 460 VAC I Master Valve to be installed in rectangle Valve box adjacent to flow ensor, 750 GPM See P,O.C, detail for more information, SYSTEM ELECTRICAL PHASE AND FREQUENCY See P.O.C. detail for sizing. All flow sensor wire shall be Rainbird flow sensor Wre it model #9516-2SP installed inside 1 -1/411 PVC Sch 40 conduit, The standard 3450 RPM splice to use on the above cable is 3M DBY. HORSEPOWER With lockable top. Connected to potable water supply. Refer to potable water plans. II Control Valve with pressure regulation. Provide each valve with a sch 80 ball valve It and union. Tag as reclaimed. Size per plan. Al valve control wires to be 14 gauge, Contractor shall run 2 valve c-ontrol wires 4 from the controller to each valve box (one of the lead Wres shall be conncected tit, Gate Valves) the controler and labeled Valve numbee. The second wire shall be stubbed 1 nto 1.2 the controller and labeled valve number V. - 1 ii -2" =Schedule 40 pvc, Bury 24" deep. Color shall be puple. - 2 11/7-3" =Class 315 pvc, Bury 30ii deep. Colorshall be purple. 1 4' and larger use Class 200 PVC Bell and Gasket pressure mainline Wth HARCO Master Valve it i.1 ductile iron fittings and THRUSTFORMS concrete thrusthlock forms (411-TF4018 4 ,:and6"­TF6021) Bury36"deep. Color shall be purple and/or labeled as reclaimed.' 311 Purple Schedule 40 PVC, size per plan. minimum size to 3/4". Bury 1211 deep, 450 Size to be two times the pipe diameter or Wre bundle (Schedule 40,') Linear Plant Type: IRRIGATION NOTE CALLOUT: Mainline TF Turf IRRIGATION NOTE S13 Shrub Ground cover 11.7 TR Trees - PT Pots f .8 - DP Drip 0 1. The irrigation contractor shall be responsible for familiarizing themselves with ail differences In grade, location of sealwalls., location of retaining walls, 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 ma)dmum 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 owners 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 owners 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 M, tract��— 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 owners representative and all costs associated with those revisions, 5, The irrigation contractor shall be responsible for installing all control wire, mainline, and lateral line sleeving of sufficient size, under all paved areas in addon to the control wire, mainline, and lateral line sleeving shown on the drawings. male PVC pipe threads on all Irrigation ­Swling joint and valve asi—semblies. 7. Al pop-up style irrigation heads located in in shrub or groundcover areas shall be Installed so the top of the irrigation head is 1" above finish grade. 8, All 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 notifiecl by the owners representative, the irrigation contractor shal:' 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 gation 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 owners representative & the landscape Irrigation designer. 12, The gation 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 6 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 112 -van where a 12 foot radius is required. 14, The gation 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. Al adjustments shall be made at no additional costs to the owner. 15. The Irrigablon contractor shall install Rainbird check valves on all Irrigation rotors and/or spray heads demonstrating "low -head" drainage. 181�797111151_1111 �Tlil I ii ...... 1171;ti A. Installation of the irrigation system shall conform to the regulations for the construction of irrigation water systems within the it City Of Bakersfield and the accompanying plans and specifications. B. Aill reclaimed and potable water piping installed within ft limits of this project shall be identified in accordance with City of Ontario regulations and the irrigation specifications. C. Reclaimed water piping shall be purple PVC manufactured for reclaimed water systems. D. Marking on the purple PVC shall Include the following: 'CAUTION RECLAIMED WATER; the nominal pipe size; PVG-1 120; pressure rating in pounds per square inch at 73 degrees; ASTM designations such as 1785, 2241, 2672, 3139. Printing shall occur continuously on two sides of the pipe. E. All reclaimed water sprinkler box covers, control valves, Isolation valves, quick couplers, and all other equipment associated with the reclaimed water irrigation system shall have identification tags stating reclaimed water is being used for 0gation. 1. Identification tags shall beg 31 x 4�, weatherproof plastic and purple in color with the words: 'WARNING RECLAIMED WATER DO NOT DRINKimprinted on one side, and the words: "AMS0 AGUA IMPURA NO TOMAR' imprinted on the other side. All imprinting shall be permanent and black in color. Tags shall be manufactured by T. Christy Enterprises (or approved equaD. 2. Each piece of equipment associated with the reclalmed water system shall be identified by one of the following methods:! (a) Identify valve box covers with a label or heat branded stamp that reads "RECLAIMED WATER DO NOT DRINK' or use a purple valve /.IF cover with the same wording (b) Attach identification tag to control valve stem directly or with plastic be -wrap (c) Attach identification tag to control valve solenoid Wre directly or with plastic tie -wrap (d) Attach identification tag to the piece of equipment with a plastic tie -wrap F. Warning tapes shall be used on all constant pressure main line piping carrying potable water. G. Warning tapes shall be a minimum of 3 inches wide and -shall run continuously for the entire length of all constant pressure main line piping. The tape shall be attached to the top of the pipe with plastic tape banded around the warning tape and the pipe every 5 feet on center. H. Warning tape for the constant pressure potable water piping shall be blue in color with the words: "CAUTION BURIED WATERLINE BELOW Imprinted in 1 inch tall (minimum), black letters. Imprinting shall be continuous and permanent. I. All constant pressure, reclaimed water mainline piping shall be Installed so as to maintain 1 U -V, minimum horizontal separation from all potable water piping. Where reclaimed and potable water pressurized mainline piping cross, the reclaimed water piping shall be Installed below the potable water piping in a class 200, purple PVC sleeve, which shall extend a minimum of 6-0' on either side of the potable water piping. Provide a minimum vertical clearance of 6 inches. Conventional (white) PVC pipe may be used for sleeving material if it is wrapped with 3 inch Wde purple warning tape which reads: "CAUTION RECLAIMED WATER". J. All now common areas where reclaimed water Is being used and are accessible to the general public shall be posted with conspicuous signs that Include the following wording In letters no less than 4 Inches high, nor less than 8 inches wide: "RECLAIMED WATER DO NOT DRIN[i Each sign shall also display an internationally recognized symbol is •; the same warning. K Adjust Spray Heads to eliminate over spray across adjacent property lines and/or onto areas which are not to be irrigated. For example; pool decks, private patios, streets, sidewalks, driveways, etc. All irrigation equipment shall have proper'reclalmed water' identification. Including but not limited to: Purple: - Pipe - Spray head covers - Rotor head covers - valve box covers File Name: Job No.: 3167 Date: 01-26-09 Drawn: Engineer: Checked By: MML L The landscape contractor shall purchase and install the irrigation booster pump as shown on the irrigation plans. Contractor shall furnish and install mainline to the flanged gate valves, master valve, and flow sensor per the irrigation legend and details. (Refer to the irrigation plans for sizing). Refer to irrigation legend and irrigation construction notes for model numbers, Install the flow sensor per the manufacturers recommendations and details. Contractor shall furnish all materials and labor to execute and install the irrigation system per the Irrigation plans. POC NOTE Install the gate valves, quick couplers, master valves, and flow sensors within the shrub planting areas on The flow sensor wire shall be approved by Rainbird. All flow sensor wires shall ben within a gray 11-114�1 DIA., SCH. 40 PVC conduit. Each conduit shall have a separate flow sensor cable installed within it based on the corresponding controller assembly. Mainline shown in hardscape areas is diagrammatic, Mainlines are intended to be installed within the shrub areas only. Any mainline, lateral, or control wires that run under hardscape areas shall be installed in SCH. 40 PVC sleeves which shall be sized a minimum of twice the diameter of the actual pipe diameter. Refer to irrigation details for installation and depths of sleeeving. The contractor shall schedule the controllers based on the above parameters during the watering operating hour: of 1 Opm to 6am. The controller Is to be linked to the City of Bakersfield Maxicom System via phone line. See city representatives for connection Information, Forum Information, Information, contact Josh Banduccl, Kern Turf Supply, 661-664-5200, Contact Josh Banduccl at Kern Turf for price quote and distribution. Refer to quote number GVT1 12608804B A 5HP pressure maintenance pump shall keep the mainline pressurized at all times. The pump skid shall have space for 2 future pumps and 1 water feature pump. Refer to pump specifications for additional information. CONTROLLER INFORMATION MANUFACTURER: Rai TYPE:—. . ...... I ......... ESP -SAT Ma)dcom2 CONTROLLER ASSEMBLED BY: Kern Turf Supply Inc. Contact Dennis Banducci 661-664-5200 NOTE CONTROLLER IDENTIFICATION CONTROLLER PART NUMBER A VITBB-24SS/ RB9M71 900/ KCPCSA-52/ KCPISOLATOR/ RB9M80105/ RB9M80201 / RCP01 060 B VITBB-24SS/ RB9M719OO/ KCPCSA-52/ KCPISOLATORI RCP01 060 C VITBB-24SS/ RB9M719OO/ KCPCSA-52/ KCPISOLATOR/ RCP01 060 Controller shall be located in the maintenance room located at the soccer concession building. Controllers shall be wall mounted at the direction of the landscape architect. 2 phonelines are required at the controller location f4 connection to city Maxlcom System. Paige Electric model #P7072 communication wires are required between the controller and the flow sensor. All communication cable shall be installed Inside 1-1/2" PVC Sc h 40 conduit with pull boxes at no more than 200' apart. A & loop shall be in each box and at each change of direction.. FLOW SENSOR CABLE: Rainbird Model #9516-2SP .......................... Install flow sensor cable in a 1 1/28 U.L. PVC SCH. 40 gray conduit. The 120 volt power supply connection to the irrigation controller assembly shall be the responsibility of the irrigation contractor. Refer to electrical plans for additional information. The CCU and all controllers shall be wall mounted inside concession building. Final location of the irrigation controller assembly shall be approved by the owners authorized representative prior to installation. VT37505460 SYSTEM MODEL NUMBER Ii 0 PSI PUMP • NOTE i'VT37505460 665 GPM -PH 1 SYSTEM DESIGN FLOW RATE 120 PSI TOTAL BOOST SYSTEM DESIGN PRESSURE 10 INCH SYSTEM PIPING 460 VAC 3 PHASE60HZ 750 GPM SYSTEM ELECTRICAL VOLTAGE . SYSTEM ELECTRICAL PHASE AND FREQUENCY PUMP CAPACTII 300 FEET 75 HP IPUMP 3450 RPM P1 IMP TnTAI HEAD (FFFn HORSEPOWER PUMP RPM OBSERVATION SCHEDULING The landscape contractor shall be schedule an irrigation site observation by the irrigation designer, and/or the owners representative, which shall not occur Without at least 48 hours prior notification. The following items shall be reviewed: 1. Prikick-off meeting with contractor, general contractor, and irrigation designer 2. Mainline, basket strainers, master valves, flow sensors, booster pump Installation and. operation, Installation review prior to backfilling trenches, irrigation mainline pressure test, etc. 3. Finalizing the location for the controller assemblies - landscape contractor shall coordinate with the Irrigation designer to verify connection of flow sensors and associated equipment to each controller assembly and for certification/warranty of equipment 4. Irrigation coverage test - a dynamic pressure test shall be performed by the landscape contractor and shall be observed by the owner (or the owners representative) and the Irrigation designer for each valve during the Irrigation coverage test _]Os`!AKERSFIELD SPORTS VILLAGE PHASE I No. DA TE A t27 371 DESCRIPTION EPTDESIGN landscape architeaure I urban design I planning 8A4 Ekid Gr"n Stiiii %. 20101/09 soalbn DWD Pasadem, CA 91101 03-27-09 T 1626.795.2008 F I 626.795.25A7 Dft www.epk6iign.c= CA0 PRESSURE CALCULATIONS FOR DOMESTIC IRRIGATION Project Name and/or Trac* .............................. Bakersfield Sports Village Date and Source of Information: . .................... . - - 01ML09 Name of Contact Person and Phone Number: City of Bakersfield Hydraulic Grade Level: . ................................ FT Highest Head Elevation on the System: .... FT Basis for Calculations ........... ....................... Remote Control Valve#: 131 Size of Remote Control Valve:_ .................. 21 Demand at Remote Control Valve:. 110 GPM QUANTITY SIZE DESCRIPTION FLOW (GPM) LOSS(PSQ 4 6"&10r Gate Valves) 450 1.2 - - Gate Valves) - - 1 4" Master Valve 450 4 1 311 Flow Sensor 450 4 Linear 61101 Mainline 450 11.7 - Mainline - - Mainline - Mainline - - 1 211 Remote Control Valve 110 6.4 Lateral Line Losses (10%) Other Losses (10%) Elevation Loss or Gain LOSS Total PRESSURE(PSO 2.7 3.0 1.3 34.3 Pressure Required to Operate Irrigation Head 70 Sub -Total Pressure Required for Irrigation System 104.3 Total Pressure Required for Irrigation System (Sub -Total Pressure +10%) 114.7 Output Pressure at Pump 120 Residual Pressure L (Subtract Total Pressure from Static Pressure) 5.3 IM; 7.9-166 I� Root atering System up 0 1 4 -INCH GRATE 2 ROOT WATERING SYSTEM: C RAIN BIRD RWS-BCG (INCLUDES BUBBLER, C CHECK VALVE AND GRATE) ��__-- 3 BUBBLER 10 4 FINISH GRADE 5 CHECK VALVE C 6 OPTIONAL PEA GRAVEL FOR SANDY SOILS 7 1/2 -INCH PVC SCH 80 NIPPLE 8 1/2 -INCH 90 -DEGREE ELBOW 9 SWING PIPE, 12 -INCH SWING ASSEMBLYTST-'MS 10 1/2 -INCH MALE NPT INLET 11 PVC SCH 40 TEE OR EL 12 LATERAL PIPE 13 4 -INCH BASKET WEAVE CANISTER (.`;ITY OF BAKO""'ERSFIELD, CALIFORNIA MIN. DOWNSTREAM DISTANCE ON INCHES) 5 x FLOW METER SIZE Flow Sensor 1 . RECTANGULAR, GREEN PLASTIC BOX WITH LOCKING COVER 2. FINISH GRADE: r V BELOW BOX LID IN TURF Yj'BELOW BOX LID IN SHRUB/GC 3. FLOW i J • r TO CONSTRUCTION NOTES FOR w OF Ai FROM O' SENSOR O CONTROLLER M.r 5. CONDUIT 6. WATERPROOF DRY SPLICE CONNECTOR DIA. -CAL CONDUIT AND SWEEP ELBOW IRRIGATION8. FROM MASTER VALVE 9. SCH. 40 PVC REDUCING COUPLER • r 11. MAINLINE TO REMOTE CONTROL 12. = GRAVEL, r• . - _ r • �010 u gooAi ' w w< ✓. r r D Irl GREEN PLASTIC } BOX WITH LOCKJNG COVER AND VALVE IDENTIFICATION SPECIFICATIONS 2. WATER ID TAG 3. ARNACUUM . O. OF AIR RELIEF VALVE 3" FROM BOTTOM OF LID IRRIGATION SPECIFICATIONS Or PVC SCHEDULE TYPE AND MANUFACTURER aa. R 5. SCH. 80 NIPPLE - SIZE NIPPLE BASED ON THA WIDTH - AND THE LENGTH NEEDED . DIMENSIONS DEEP BELL SERVICE TEE WITH LEEMCO JOINT RESTRAINTS REQUIRED r r r . IRRIGATION SPECIFICATIONS) 7. FINISH GRADE 8. PEA GRAVEL - (3) CUBIC FEET •. COMPACTED BAi IRRIGATION * .♦ FURTHER INFORMATION 10. PVC MAINLINE - SEE LEGEND FOR FURTHER INFORMATION File Name: Job No.: 3167 Date: 01-26-09 rnged •.ster Valve k: I PLASTIC,RECTANGULAR VALVE BOX COVER,WITH LOCKING HEAT BRANDED LETTERS "GV'- REFER TO IRRIGATION SPECIFICATIONS 2. • FLANGED JOINT RESTRAINT SYSTE1 IRRIGATION3. FLANGED GATE VALVE - REFER TO r 4. CHRISTYS . ID-MAX-P2-RCIP2 GRADE:6. FINISH BELOW BOX LID IN TURF UD IN SHRUB/GC 6. PLASTIC _R VALVE BOX WITH EXTENSIONS AS REQUIRED 7. PRESSURIZED MAINLINE WITH GASKETS 8. INSTALL PEA GRAVEL BELOW THE VALVE 130, PER SPECIFIED DIMENSION 9. 12N1 2W CONCRETE SUPPORTWITH. s LINE PRODUCTS".. SUPPORT 0 Drawn: Engineer: Checked By: MML Flanged rte Valve BAKERSFIELD SPORTS VILLAG! PWASE 171 / i 271 DESCRIPTION EPTDESIGN -. ., landscape architecture I urban design planning 8A4 End Grow Street.. Ste. i' * ' Pasadena, CA 91101 www.eptc6ign.com 1. PLASTIC VALVE BOX 2. FLANGED MASTER VALVE 3. CHRISTY'S TAG #ID -MAX P2 -RC1 P2 4. SPEARS DS -500 DRI -SPLICE WIRE CONNECTORS 5. CONTROL AND MASTER VALVE WIRES WITH EXPANSION LOOP 6. SCH. 80 PVC MALE ADAPTER 7, PVC IRRIGATION MAINLINE TO FLOW SENSOR - SEE IRRIGATION LEGEND 8. FINISH GRADE: -%" BELOW BOX LID IN TURF -1 V BELOW BOX LID IN SHRUB/GC 9. SPEARS SCH. 80 PVC UNION (SR-FIPT X SR-SR-FIPT) 10, PVC IRRIGATION MAINLINE FROM PUMP 11. SCH. 80 PVC CLOSED NIPPLE 12. PEA GRAVEL SUMP - 4 CUBIC FEET, MIN. 7.9-166 L2.13 REvisioNs No. DATE �* i DESCRIPTION R... 110, 1 fandscapo arechitedure i urban design I planning ., •• .,_ . CA 91101 0. f 1626.795.2547 www.eptdaign.com 10 (0-00) FOR NOTES: SPRAY HEADS PIN19HM 6RADE IO` (055 I ow 30 Com) 1. WE TEFLON PIPE ON ALL TREADED JOINTS M BUB 2. ALL RISERS AND NI BE %H, 60 PV(,. ALL FITTINSG NOTES: E 8-400 ELL 5H PVC. TOP OF VALVE BOX 2.5,(0.16m) LINE L Y T� (55T} I. 1N6 ROADWAYS OR C01�� ` (BEE NOTE #3 ON EXPANSION LOOS' FINISHED OR �" (5T} ELECTRICAL HPJN6 WA Lf � INSTALLED2.5' �1G�%C�J THRUST BLOCK (®16W , IN A 4O PYG 2 (TYPICAL} �` 6Aa (150mm) 3• LA 200 PVC, AS ( 0id T�1f5 FOR ALL WIRES. o FLEX NIPPLE.(T/T)4. I DATION INSTALLEDWITHIN TI DIA - OF IT / PIPI All TPJCAL ET ELL (ST) OR A IN VALVE OR CHECK VALVE 15 REQUIREDTO PREVENT ION. � �� ��° � HAVE I' MIN. DIA. 110 VOLTS AND 2' MIN, DIA. FOR LON� TEE ( T) VALVES AND IN VALVES SHALL BE INSTALLED AT LOCA11 EX CONTROL VOLTA6E. SEE CITY STAN AIL H. L-3, 2, THE RAIIDIRD MAXI IRR18AT10N SYSTEM 15 THE MAIM LINE 1-A L1 '` RI BY THE SPECIFIED GONDITI GO ® WIRE iLIANT PLACE IRRIOATTON CONTROL BALL VALVE � � BY THE TION AND P DIRECTOR PRI TO WIRE GDIYIMON (LINE SIZE} SPECIFIED, T#E MAXICOM G T INTO ACT AT TIE 4 O CLOCKTHE � W1Ra NEAR MAIN .• /A PLACEMENT AND USE, v WITH THE P Y 0R VALVE Wd1R1N6< ATE THE I� POSITION. 56NDLED AND TAPED AT "o ' �, „� " m4V; WIRE 5C 6O IO' (3Am} lNi;tYAi • I _Ts6*f HEAD FEMALE ADA G MAIN LINE AT A a 0' POSITION. a °° ° e 5. ALL POP UP SMALL 20' (.05m} PAST NIPPLE PVC A 4.0 (0.1m ELL (7) LOCATE KIM AT INSTALL TOP a HEAD 025° T . ALL RADIU51 OATION (P ® � 3. IF TOM LINE 15 INST , DE 3 oGLOGC PaSITION (6.xvn) AWVE Ff7' FOR FINISHED CI 40' (1 0") SALT � ;� O a' (0.15W HORIZONTAL CAL TION. PART C(RCLE AND 40" . # EI6H'1. OF POP UP BE Aa THREADED UNION '22 (looms) FOR T-�.1.. c1RC1.E. � 4. P1(G 54i. ( #'tq IS MAIN LINE Ili 0 ALL 6.0 (0.15m} " " VIEW 15 VALVE IRED ON MAIN LINE ONLY). �. CROSS � PLUC 10' (03m} FOR S NI / SM � W INSTALLATION - AIL Y} IFA TION IMPROVEMENTS WITHIN THE � � f: , N1 (Tli} 5 APE 6A SGtI. 80 PYC 1.0'(03W F MAIN MAIN DEDICATED 5 R16HT-OF Y MAY IRE AN ga ` � .` E ® q X �_ °. e NIS ��) 6. P CIRCLE IRRIOATiON ADJACENT'TO A BUI1..DING LIP LINE LA \/I 5 IT. WITH CITY 1 IJO(02% FINISHED:, `° i g LOCATE WADS MIK 4' (1000W FROM FACE OF BUILD#N6 WALL TO FOR REQUIREMENTS. TRIPLE S lN& JOINT o BACK OF IRRIGATION ---� BRICK 6. STREET GUTS ARE REGUFM TO INSTALL VAFJOUS� 1. TRIPPLE SWING JOINT SHALL BE RAINBIRMkM4 SMES OR APPROVED EMAL IWJ6ATION L! /OR HIRES, ALL STREET PATO 4INS WITHIN THE CITY RIGHT -I-WAY 914ALL BE IN ACCORDANCE NTH GIT( LATEtiAL I ONE .ANY AND THIS 5T DETAIL STANDARD 5=12 OR AS DIRECTED BY THE CITY I rFOIR ° ; �.,.` t g ; • : : ' BY APPROVED 13Y THE TION AND P Dl T S. ALL I 6ATf ( I IWJ6ATION LA L1 BE 2 PLIC. TURF 1�A05 M G %! Off . BE 14 U.L. S! 5 W1 , T ' ® 4. SEE RRIGATION LE LED AT 10' O DW ! THE IF A LA LINE 15 LOCATE A HARD SURFACE, �JF IFIL , SIZE, QUMTITY, MANUFACTURERS, E 6ATION MAINLINE AT THE 3 O' P051TI 40 PVC, 15 REQUIRED. HEADS (� M TES: SEE CITY ST L-2. 6. WHEN THERE 15 A OW45E IN FITTED DIRECTION, ALL IRRIEATI � i� I. ALL MAINLINESINSTALLED5HA11. HE TESTS A5 PEIR FINISHED CRAVE 1. ON ALL JOINTS. 6. ALL WIRE CONNECTIONS WA DF APPROVED MAIN LINES LA THAN 20' IN DIA (PREMM BACKFILL MANUFACTURES SPECIFICATIONS AND BE A P '4'5* TEE BY THE TION P DIRECTOR. 1 WILL LINES) BE NTH T IN OF THE INSTALLATION SPECIFICATIONS. 5 45 ® TEE S5 THE EATION ACCORDANCE WITH MANUFACTURES RECOMNI A11ON ELEVATION -- FINISHED IN T� 2, NI !3o PVC ALL FITTINGS DIREGTW BY THE TION P DI T �• ° ': �.:' SHALL BE SCHEDULE 40 PVC. P PI T APPROVED SPLICES WILD. IRE 2. ALL TRE ° IIS i5 CITY SHIM PLASTIC VALVE BOX WITH BOLT DOWN CITY STANDARD %M Lia T K AIL. . USE OF A SPLICE X. STANDARD L-2, DETAILS D, E, F. � , , �' > • ° � �, � � PIPE COVER, USE 5TAINX55 BOLT NUT AND WASHER. d , ELL (ST) OR BEAT "XV" ONTO LID. I 6ATION VALVES INA TIG . ALL E ATION MAIN.INES 20' IN Dfi { LATERAL LINE U5� TEE (5ST) i 6ATION VALVE BOX WITH VALVE 10 TA+6. THE TOP OF '1. MAINTAIN 20 (OhW 11ON BE 40 PVC. 1RR16ATION MAINLINES `--� S. P � QUICK COUPLER KEY W1V MALE H05E 1318 VALVE BOX SHALL BE 2,0' FINN E IN TURF CONTROL VALVES( I TOG INS 20' IN DIA BE 71TE PVC SCMDU 40 KS BE CLASS 'B' AS PER APPLICABLE LIFE LT - m -THIMAM � F CONNECTION A5 5HOM, KEY MUST CLEAR VALVE BOX AND20 FINISHED ORADE IN THE ONE VALVE 15 INSTALLED IN THE SAME LOCATION, API*ROVED EQUAL PAY THE RECREATION NO PARKS DIMTOR. MWSIONS OF SECTION ao OF THE ST BARBED EL. 3" TIL FOLLOWINO VALVE BOXES AND LIDS 0R APPROVED EQUAL MUST BE ABLE TO REPLACE VALVE WI N610. ALL BE $Y THE TION F��° 1.0' (0-* SPECIFICATIONS OF THE CALIFORNIA ADEPARTMENT•� � '� FIN&ED 6RADE IN SHRUB AREA5 ARE DEEMED Ac4EpTA8LF-DEVIATION FOR THE Av,,Emm 80)E5 IRRIGATION LINEAM S OR MOVINS L30XOF ATION, EDITION. 4" MIN, AM LIDS BELOW MUST BE APPROVED 13Y THE RECREATION AND PARKS D. PSATE VA. IN A 11. ALL 1RR6AIINSTALLATION E IN AGC WT4. THRUST BUAT CNA OFBAG1LL AD aPCT DIRECTOR. ,T 5}} TTYCITYSTAA , THE LATEST EDITION OF THE UNI TIS HEADS A <4=IN6 TO CITY STANDAD DIRECTION OF ma�S110-0QUICK COUPLER VALVVE a1N6i E `� - _ SERIES I4"x1a� .ALL IRRIGATION INST 11 5i�AU. IN RD WITH INS , MANUFAL ATIONS, SECTION ST -13. SEE GALTRA* SPECS. , VALVES), AV PIPE DEAD ENDS, FINISHED CORPX&ATED VALVE BOX H1114 BOLT CITY 5T THE LATEST EDli10N UN1F "' '" FOR StlFE ACE TREAIMMT OR ® U� REDUCER 6RADE t 20 OF THE STAID IFICA11 DIRECTED 0 FOR SMAC,. AS DIRECTM BY THE �°a ALL 5TAINLES5 5TEEL CLAMP L INS MANUFACTURER'S ATI TION o5 (15r+� ND5 SERIE'a I p TION P DIRECT TURF DADS RE:C=REATION AND PA1�KS �'• i KS USED, THESIZE BRICK SUPPORTS G ATED VALVI= Box WITH HOLT DOWN ONTWSAND P DIRAWAM ECTOR. I DI TSD BY THE Bu> l DIRECTOR OF 1N6 THE AND THE THE 12. AL1. MATERIAL IMPERFECTIONS �. 13. SEE APE IWJOATION LATERAL. LINE PLACE IRR16ATlaN MAXIMUMN6 CAPACITY OF SOL. T#�E LOAD- SCH. bO PVL SERIES 15"x20" ;� NIPPLE {T/T) TRIPLE SWING JOINT W1R1 REOTANSULAR VALVE BOX W#T! BOLT DOWN THTC SIZE QUANTITY AG 10. MA T5. QUANTITY, WIRa WAR THE MAIN 0AV PERFORMANCE 1 PLACE MAXIGOM "M � AV TAM AT 6. AL1. T SHALL BE IN. _ MAINLINE THE MAIN LINE IV (3.0W INTBWALS. ALC WITH TfE LATEST APPROVED EDITION --�� 4. INSTALLATION OF #RRIGATION WIRE 11. ALL BY THE T10N 14: l� IT 0R PIPII�i MAY BE AT THE a 0`Gl,.OGK � LCILAT'E i�II�ES AT THE TRIPLE 53�>� JOINT 2REQUIRED AR STAKES, 1 6ATION TO TE VALVE IS DIRECTOR TO 1 ATION. W ITHIN IiWJC7A11ON PIPING LII OF T!� l�d1F N6 m POSITION • 3 OCLOCK POSITION. A LANDSCAPE FABRIC REWIRED LATERAL LI " WIRE BE A DI NT R THAN T1 USED TO I AP LA GAT10N - DS I MULTIPLE L I N�5 � �� * 3/4 K, I CUBIC FT. TE VALVES. (ONE ALL VALVE WIRES IFIL , SIZE, 01)ANTIiY, AG I F-Q2UP&62 FOR All EXTRA WIRES) PERFORMANCE RMIREMENTS. (50ttom Moun d) GlMICA UIPY'r OF" -v-%AKERzS4F1hEL-1D` REVISIONS A EVIIONS Ul y utJJA REVISIONS (.-jyU REVISIONS DETAILS FOR PIPING, SCA IRRIGATION ETILS F DETAILSF TECONTROL VA S TRENCHING, , A ACKFILL NAILS FOR THRUST BLOCKS VARIOUS IGATT N HEADS STANDARD STANDARD STANDARD STANDARD PLAN NO. PLAN NO. PLAN NO. PLAN SHT 8 OF 14 APPROVED RCE MOM DATE ""' SHT OF 14 APPROVED RCE XXXXX DATE L-6 SHT 2 OF 14 APPROVED RCE XXXXX DATE L-2 SHT S OF 14 APPROVED RCE XXXXX DATE 7.9-166 File Name: Drawn: BAKERSFIELD SPORTS VILLAGE CD I F Y C", F wt m 3" AK* * v E Fit` %0* 0 3% F I E L D" C A L I I U r I N I A PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: LANDSCAPE IRRIGATION DETAILS 7 Date: 01-20--09 Checked By: MML PHASE I TCHLINE SEE RIGHT . I —7 ` If HI j 11 �' :I I 1 X �! 11 i� , I � REVISIONS j I I ;,< I 1 I I i i e`" I I I i II; i i III i 1 i I I Iil I �I i I II l jI, i' �v i ! No. DATE I } 1 '' , i I i I> I �a.;S11 . '< I i I I /�\(;' I 1I I� I; ��J ( i I I 1 I i I I ; i � I I 1 I II l 1 { 11<& , j 1 11 I I I j I II e,k I I I I . , ,•,e3 I v ......................I... 1 1 1 j - I :,i i ' I ; 1 i i!;I i i .......................... , _............... I 1 I I. ISI i i j l II; 1 11 ! I I ?i 1} I iI I t1 I 1 i ` i t 1 i 1 ,`�* i , i i I I 1 i . i i I I :w: I I i II I I I ,, (( : I I 1 1 i i _ 1 i 1 -...._......................... _....,...,................,.... _.. .__ 1 i 1 ; i i .................................... _. _......................... , I 1 ! 1 ? I -_.... �i1,I 11�* I' v UI __ -___ __ _— I �_— _._ I �--- _ _ �, ? ,, 1 _ .' 1, i i I; I 1 1 I ! t ' , I I ,, it ' � ' i� . I : i i I I \` I i �`^--'......................_ . I I I \t / _, a . — _ —..................._ ..— _, .......... If . ................_� ............._ _._,......... _.......... . � I ____ ­­­­ ........ � ---------- = ... __.— ...� ❑' _.............. �...— P --- .,:, , a„ k .rte: ,:. c.,r ",-.<, 'F:< '>4, u:i .. .. .........> G ,x, a _. Y r. ., .0 ou. ,. > .. ,.. K ,_ , a -� I I i I? i I i 1 i , j � I i - I , ,.... .. 1,11,111,111- _ ...................... . . I y i (� �` I ` I I i �; 1 i 11 I I !I ` , : I t �+pf ;' DL,. SC � 1 P -'% E #vm% I 0' & v h rT I Zzi U IN 6 e 9andse aeehii.e�r ttban dm anni n a ® Y 1 ign p1 TION q,� !� L� `� �. .a I _..............................__ fi,,.,...x.,,....,.T n., .............. .,, .... .u..... .... , ....... - 1 � 3� i . �ll >. ,. :a:.. S< 3 1S C . ' � ::'. a �.$. 4s� \`a". ",v i :kk o. � � . `F ... �. ,: `v ' • 1SWUMNIMSS , Ju � ' { �� r 1 � � ► I„ 1 ? I a } 4,, ' —___ _............... _ _ _. ____.................._. _...... ......L. � .. 1 --r --� y 1 i I L........_ � r - "S �_ �.. I / w+� ---- ... ....... . ....... \ �. I --- ..... .-. -•._ Ari -. ........ ....... .......�.—__.... __, _.._....... ....... _...__.___. .... / G } --�---... � S __ � ,"---: '� � ; _ , .- I ,._ r r' __......I........... __..................__ _ ___........... I I 1 y 1 � � I s � � _ ___..... _ _ - -- _ I fl(G _............i.... __ y n� _ t i -; ( j t 1 t li i In t....., y 1 _ t I , F . � � 0. , i. .........._�..._ ..... - ..............__ 1 I * , 1 1 -- - 1 ; � � ` _ _� I i � I i �: , t . , „xf i : 1 1 : , -.... I -(� ____� 7 , \ 7 , .. j I i ! �� 11 I I I ;i _ 1 , I f r� e} 81%V1� .71s Ea �r Si�se�, S 201 �- e P 91101 �� 03 27-09 ,�- -q�, Dace 26 i9 2008 `\F � 6 5. F � 626.?95.2547 F Ofi C n .ep g .nom __ _ -'- ' I j i ?�s I , ? j yap I i v. , I I � ► <..:\c,Y l.- � I IL i , ( I 1 r t 7 j II , I I i r�<a ".. I a" ..> „ \ 1� ..... ' k), .. .. ., ., —..__ i ...... , . . , . ► : �t� p , p ', ... .. .. ,, ./ r ..'., .. .. " I I 1 I t ,(­ E 1 ( I I I { I / I I I �� I ( �' i �J 1 I ; 1 i iI � i ii (i . ! Iy.`� Z i:\ i; j i 1 - I . �RR S __._................... .- , {a I1 1 I 1 1 1 I ! t " e\�� l ,,, �`y,�., iY I ,, �, I l ,v, I , I __ .............................. ..................... ..... ........................... 1 ,.. _ .-.....1..... I..........-. / .............. .............. ' 1 i, ... 1... ..... ............................ 1 ...•.:,•,•,,,•.•.: \ t I I l :.,.'. �' ...' •L I i I i _........... (1 \ 1 I I ......__..............................._ _ _.._ j 1 !I 1 I I _ 1 !i i ,, ? 1 .: 1 / ! r v I `'. I i I \ i 1 I I —._- I I /' i �. __.......... ... ......_ I I I»` a .' 4 i 1 1 1 (t I k' a. i tllll- _ I j i I I I 1 .. ] '.. I -- I I i 1 , 1 I it ,',kJ �'.'...L:::: a .... �r t i I I ,.. I' - p , , ..:. \s B I �I , I i I :r.' Ian;I I I , , I 11 I f ; / w I / �`a i I I I;' I I (i ? I ti I j I I I - �. i : ` •g a f ,. .,:r I r l J� I /// y i, f \ a s i I I -- .........................._� J 1 r2c^+..f t I I U ,,<v,,� 1 `�: 1 ' 1 _ I _ _.............. ...... ...... i , I _ _.. _ _......... _........ i11 F, _ i , ar .........., i _........... -- t '. 1 / 6 1( ti p a ? __............ ....... . �... .. -- 1 1 .... — — .. . i •��a� ... .., ., ... t .'.i.:. ..'1... �. ., .... ; i .... .. i .... ........... ...... - - .... _.................. .................. ___....................... i .. ..___'--___-__.............. .... ..............._ � , i , t i I I I /_ I i) € I I I I ' ) i ' � � m I ! , I � 1 , . �' ,\; t \ I i 1 c 1 ^� I I I, I i ' i I t ; I i t i I \ I \. I _.` _ I 1':',':':.:::':': j :.. _. , ........... ,�. a p . , ..�,,,-`,­­ // I l .'.','.:.'.% , _.._- I ► , .... , . i , 1 Ian �.... ti... I , . ..'.;.;.:... , p l ti i .'.'.. .'.' rr g`aa. I 1 is .......y: ; �.':.:. 1.'........ "' B I _ I 1 I , , , r,• I Ir I , t _ ='' I 4 I i I' i I I I! . I li I I i 1 I 1 Ii i i (i Ii • I 1, I ± I . I I I,P�_� 1 1 I -_..... I r M .1 ., :: :: 1 I ,I I° 1 I i I II. I I i I I a, <^r 1 I I p_,I 1 i s t 1 / I I' ) ; 1 1 _.............................. _ I I I ...... _.............._.............._ _ I I! 1 i �' ... ...,:.;.'. _ ..... .................. I I I_11,I$ b- ,1 't t . , . .. i •''' , i :Z I I ........ ® i I I '? ......_ Ii I I j 4 I ? 1' ( f I j I t . ss:'s i i i a 1i I.< xb 1 I }�` (I izE : 4 1e ! I \1 ; f � /f. fR J "..�\..e; 1 i t I I i t 1 t \ f I i / , ! i I I `,_,_.__.w i 1. _ .............--'.'..'.' j I , 1 i I ; I I I ? I I i ~_^� 8.,, ;: %::: i ' i l 1 Z / \ ( 1 "� I 1 1 i ,,,. . , ... 1 I III ;as . p ... ..•.�. N ..._ ..... .........— i ,, I I . EY' • ;---..... ,. , . I ..'. , -_,. ......_ .. .1 ( 1 r; ' p 1 ^.'.i, •,'. I 1 I I I . :.', .... I! t i } I y .. .. _ , , I \jj3[\ •.,'.;,:.' �� I I �� l ; \ •.: , , ,'3..._ r : y , i 1 i 1 II i • p ............•.,...... • Ir..i 1 I,','. • ." �: I �_____. _ I M ,: ? 1? I j E �. ` .�................... j II 1 : I I f (� I ti j i I IL i & I I 1 , , l j I I ( I 1 I I! I, ; s r 1 I t+ I 1 ( I z I ; I f I I : I it i I I I I I I I i, I j I t I I i I I t xa j ,' ! i ' ��'. I+I _ I 3 i2a . L� s r 1 i I . J / N> ; � I" pp t: \� 1 I`: i i ,_. .,.. _.: 1 / 1 1 _.................._ �- 1 i �__ L .................. — �.._................. _ _................. __....... , ........ ...•.' .'.':.' ,,....... i ........._ .......,- __.................._ 1 p i..'.'.' I ; ;,., ,.•,• , i ! c _ I :." t .........1..... _.. 1 F i �_I .'.•::..'.','.'.-......... f ...... I i , , . .... 6 ................. .................. .. ..._ ./ 2a 1_!.. . j : I i ::.: ,'.':.— i 14 I ° I i _ j I i I _.............. I .. , . j 1 I.1.... & _1...._ 1 ....I i ....�... .— -....... _ _ ......... .\_.. .... _-_-_..._-_.._.._ ...... _ ......_ , I II ; + ij \ i , 1 i 1? _.. i _ - Ij ____ I '\ 'I �,•. t ! �e �,� I I i I i j I ; I i +' I t I II I I I i i I t ( ! I ! I i ani e; I i,' i i I i ! z : � 6_„h� F 3> <c',;� k`� `. l 1 � f t , _ _ .................. , :>',,, ......... .'.'.'.'.1,•.'.•.' _” .._'......... .. ,.. 4 ........... ..... ``.. . , »` >� .... > , ... ........... .... 1 .... , , 1— .................._. .. It , q ii I ___�—._. e , < b ______ ___ _.................. ............ ... _.............. I,,.,,.._...._...._ I 1 r ! _ , a , , ___ ___........ _ t I �S1 i I i I I ,i i i - , ,F,:. 1 i \z .. � �a. '. ;;.. >.,: <, s, a 11 I """ 11 I .............-__ 1. 1; i-............:....�._-•----•.—................� , it i ,I i li ............ _ —, ................—_ -i ._—................._ ____,......1..__ I ._................._ --,--_.__.... ..; 1 j I l<' rte- - .... -7-.;- 1 .._.........._ 1. ......I.........--� ............... t I p �.'::..::.'.' ' ....— �, f ► i P' i ... ...... , .. .......... __............. ..._ ..........1..... I ......... .... l _ -__ 2 ,: .. , .. = ct 1. , ( Ji . . .... I . ....... —_ . .. .. :.... i t .... .... ! ... .... . , , , . �`,'bc.< I J I , ......... _._...................__ .....I........I...1.. �-- __ _ L ......._..........� ____....... ................... ,_.....................— ......... : ............. _...., .. __ i I r I I R i I I I ; 'III 1 i i; 1 f 1 I I I I j 3 i I I ) ' j 1 i f :' !, ..Z_ #;; I II I 1 i 1 I I \ ( ; I....... -------........, I I 7i i, p 1 �, ..,, ..... / \ .......... 1 , �.....,,, ,.','::!:::::. i , . 1.... , .. ....... _. I I I f i ,I 11 1.G _.. ..../ •• �i ! :.'.'..'.....,.. Ili i i ` I ? l , t �.. p e i j sw 1 7, f�___............... I �� .ra: I I 1 I i i ! i r / i t i i I ! ►: I I , 1 j i ii . ;, i ! t i I h.2, l 1 1 1 i I; I I I i..,a I I I IN ;s y................ ?f i� 1 ....... , ;I ' I . I i ,.............._ I ..� ,.., ,.i I 1 .,,. ,., I I _ I i p ,, _, f' t ! ', ii I I ►[ �' i r I t ,> �, 1 I / '1 I (( f ( I II ,I,�, ► it 1 >i t r s i a«a F, i i >, \J 1 ! I 1 ___/ i I , _ _.....'.'.'.': 1',','.. 1 C _ . 1 ! 1 , fi .'.' .. f 1 11 1 I 1 ? ':: t ..;f:.; I p ..,.L.., I ,..I.,.. i�. , I ti , . ?_...l, i ..... __ I �C�— I%' ._.__. d i _ 1 `f f j I I F i1 i1 II; i � I, Iill, f 1 i I 1 r t 1 I , I I r I : I ^X \ .I M 3v -�� —............ - . ; I i i i ; I I ! _........I ............... I c i i ,' ..........I ...... .,,. .... '.` _. I 1 I'' _ I ,i :.: �. ::':':':::' ::.: :.:.:......._ :: :: _ ..1. I.......... .'..'t'... i .'.' + ! I i : ............. I ; I a I II .I .Y _ i � Ni i, a� i { III i I N . t I ; }` f I :I I\, i I ' < I to 1 1 I� i L E TOM 0 a . n\ I I ! ; : Il .E. I I ; j; �. " 1 -- I i ; --- .::'.;I::::::.:....__ ` 1 i : I . �i I111 ► 1 ; ;1 j 1 i i I . i '.11! i f 1 —.. , / , I � I CALLAUT tT1( MATERIAL aF�I I I : . . --_ i __...,...I— i :: ,'.f.','.'. p' 1 :.':.�'.'.'.': I �__-` I il ,. ,......... 1 �� :: , i .... „ ,'t,• �_j -- ,•, I 1.'.':'.' f 1 i; I j I -- -3 i I I i :: I I _ .. - I 1? 1 i ' 1 i I Ill t I i i i I! t i i 1) 1 1' , i I i I . I /, _ !;. ; I I, , ' iiiOL I 1 i o a ") i) I I I 4 SCHEDULE 40 PVC , i i i i ! I E j I I __ i i ': I I I I ! ' i i I ...I...)k;a,: I c :.'.', 11 �:,.::',.......... ..... . _............_...._ ............... ....._...... y . xlJ.:�:�t�:,,.:,�..*.-� I , 8 _ _ ..... 1 �: I. . :a:':;':- 1i .. i, . , ;. :...' '.', ..' , --- __ ........................ _............... ! i, 1 �i i E 1 I' i 1 i s i 1 t I ; F,.i ;It ► I I I i 1 ! I 1 I 1 i ( j I; 2 I I ti. I `I 4" SCHEDULE 40 PVC s sa I' I ' I0 \ ) ,`----.-� ei� ., .. . , � �I :,•.,I, :_'' - __..- Oyu., p L .. , , { , `''' 1 s .: I 1 ,, :I i j 1,'.','." ' i i \ i I a 1 J I I ' 11 i j I „, i I t I ! 1: I I 1 i 11 t II _ i 3 4 SCHEDULE 40 PVC x : I E <� I i ' ! I I I I . i I I I I I I I i 1 ,<, �.. I i1 _ I r I 11 i I _........::: '' ':'.: I p--� : ! t I i �.' - , I i a l I I 17<;>'. .:..':• ' .1... __U1 II I + l ► I ',., 1: I� 1 ,. _ t i p 1 _..':':' :',':'4..._ M1 I I i I i __ i' ''I ..i ,, I 1 _.... I' III (I.1 1 1 :s II iI j , t I I I III I I i 1 i 1 11 i I I I I'II { ? I IIrI I �� ! ; I I ; 1 I I 4 q. {4) I1 1 I I,+ , 1 i i 1 i I , 1 4 SCHEDULE 40 PVC " <� e a„•' > i 15 Ie I i i /, I _._... I I I I : I :', ,' ...... _.. ........................... I __.......... . .. -- ...... - —.I �' 1 ...I I I p :•:::':�:'..:' 1 j '3� I . - i) I 4. ? ( ......... .............................. [l I i 11 I _ I: ,'' , .............,....,...,.....,. ............,..................- i ; I I : z I i I I I ! t? I ,? tI \ f I i LI' I L wo A I � ! 1 m 1 I 6f* 1 {) iiy 2 SCHEDULE 40 PVC 6 SCHEDULE 40 PVC ., i xiN.1 , I ;, ,I i i I, i, i i I , _................. ___ ____ ...................�_—i r'`-- T , i I .... ...... .... �. . ......_ �_. I " .:§, ,'l . , , �.. .. F 1 t 'il G , I \ -_ ( 1 ; a. . ��_ l ., _.. iiiiii x 2. Exy,-- ' i it 1 i ? t - , . , .'. ... 1 p .,,, ..., I ' s ••'.•,• •••,••' ...._ fix' y ail I '.... i._ t ? , I y I �I i ; I SCHEDULE 40 PVC i �<? E 1 I................ I �' ( I.I _,_ I I I 1 ' i I _ .._ .'.•::,:,':.; 1 . :. 1. , Y' ,.•.',', I o __ ti` 8 ) i ',j,', i I 3 , ; i I! (5 ` C t , �: y ., is I .,,. 1 , I ,t I - I --L ----- yf - f ...........................................--,-,•: T :1. ! ........ ___ i ,I — — _ __ ___............... •v,....,,�,,..,.........,,..a., . ' . , •✓' ? 0 .':.. I .............. _. i:•.. Y .. , • _ _.............._——__................_ - - C._'.. ---_------------ -----------rrr---77�7 z ... _ .... . . . - ;.y, __........ _L....._� - - -. .� ..... _r �. _.... __..._. j $� Q T.... ;r __ - .. r L r _r RL! 3 8 x _ {) SCHEDULE 40 PVC Vl�W ) e , ...................I.._ .� ........................... _ .. ..... -.................................._................... ............... ........................ ........... ................................................................... . - _ M,,,. .................. 0_ ..........._.,.. ,._... . I....,.. t I I SCHEDULE 40 PVC �a i_ .. . a ► `\ ,, •_,_. ....................._, e �� s�' , b 8 7 .............................. ....I...,.,..,................ l ..... .................. _._- _,.......................,,... „ =h , F( :' 1 \ Lo ,Y'� � LF \ err, \, 3'•, za `\` ^E r3, aisx ?ga a> K:. ro<. C :o�'a. v \ � e�u� �...>3Z.s a., ., .: > ... , >e , „<... .3:, � :'aF -rty ,. . a ♦ >? ,_ , _ � ,. ` :, .. ' i. F . n ;. .. i. . �g , _%. .� _, ... .. > :o. �, a. .r .r. .., .- ae a „ ..,, ,,. ia,.. ,., .. y ..,. ia. (t<, �,L _ a ,•� Y 1 awC, s,gg, 1 .Y.:%, r �, kt,. 1 y .Sia,' - '. . � t n .x28 .v`:<>Y. '\ t +.�<, r; k mv:;"� u�.:S w.M'Kv R w .,.�,,Fcx v\x, . Q � �.., . 3i R Q R_: , 3� �� \✓\ - x�.: , v ^,r o , ' r: _........ _.._ _—sx ...... .,rte— .. .... ........ _._......:----•-----.......-'-s•c---- �_""�_ _.. _..�. _.. ..._-_._ .-__ ..... _. —.__J -.; p i 1� 117 11 { 1-11 11 \+1 �-- ! s I 1 i �� // t �.._ i / --� -,,./ ____,._. ................ -- __ I _ -- _ — -% --- - _ --- --- _ - __- _ _ —� _. ......._._.— — _ _ ........ .— —�, --_ _ -71— ---E :_. _ G .. _. / _���� / - ................ ������� ................ �.................-........._._ _ ................ ................ __._.__. _............,.._ — — ... ....... ....... __.. --- — _ _ AM _ .._. \ \\\�_ I , y ._ ,_... _........ ... �..............._ `_................_ %--.____....., ...........__ _....... _ __ _' - - _ _ ....-- - - ................ %I. .............. ....... -- - ............ ...-.....1. - _ _...........:.' _ -- - _ ........ ........... ..... _.._ ... _ .. __ - .... _ _ - _�. 1-1 % .......... _............. _ - .� - � � .� . .............. _ 3 --- ..............._ _-. -- - _ ......_., --- - .I. -....I...,.. _..................._........ _................ ...................._...... ____.._........... _............._ ............._. ................ — F \� \\ i /K / t ==L__-% .... I ... ...I...... --- - - ....._... __ .... nM �� e. _ % ... _. :::::::: _ _ ..... " _ - ..... % ..... ........... -�, ?.:%....,J�,�,,--_), .G ..� \1_1_1_-_,_-- ............................._.._ , ..C..a. G i ., 1 I jii SLEEVING NOTE• �` 11 I I I I I PROVIDE SLEEVE FOR IRRIGATION WIRING ADJACENT TO MAINLINE' , I i IF I i I 1 ' I ( l II i i 7.9-166 ! , I I t I I i ' U` I "I n 0 "' kY r (D F rn"% A K E 0 H`6 " %011-3 F I E L U 7 ,kC D A L I FU" F01% NA . PUBLIC WORKS DEPARTMENTDate: File Name: Drawn: L D SPORTS VILLAGE PLAN f% am A5 Lien I Job No.: 3167 Engineer;SLEEVING 01-26-09 Checked By: MML . PHASE I TCHUNE, THIS SHEET MATCHUNE SEE SHEET L3.02 XTITIA_M $; TCHLINE, THIS SHEET PLANTING i: Groundcover No. DA TE SIZE QTY DETAIL urf -Per Parks Dept from ,t Sod Farms i SIZE QTY r Decomposed Granite i 4 / DEG'RiP Tl ON 1. All shrubs and groundcovers shall not be planted closer than 24" from any hardscape elen 2. In all shrub and groundcover areas apply 211 layer of redwood mulch per specifications. Contractor shall submit sample to landscape architect for approval. 3. All clearance data per City of Bakersfield tree planting standards and guidelines. 4. All trees planted within 5' of any hardscape element shall recieve a linear root barrier per specifications. Number of panels per manufacturers recommendations. See detail E, ShE L3.12 for information. 5. The quantities shown are for reference and bid comparison purposes only. Contractor is responsible for conducting his own area take -offs and unit counts. 6. If utilities interfere with tree or shrub planting, the plants are to be planted at the direction of landscape architect. SHADE CALCULATIONS: Parking Lot Total Number of Large Full Canopy Trees In Parking Lot: 24 Total Number of Large Half Canopy Trees In Parking Lot: 44 Total Number of Narrow Full Canopy Trees In Parking Lot: 36 Total Number of Narrow Half Canopy Trees In Parking Lot: 10 Large Tree Canopy Diameter In Feet (15 Years) 40ft (1257 sq ft) Narrow Tree Canopy Diameter In Feet (15 Years) 20ft (315 sq ft) Total Area Shaded 70,737 Area of Parking Lot In Square Feet 124,510 Total Pelentage of Area Shaded: Percentage of Evergreen Trees in Parking Lot: 22% LEAD TIME ON SOD AND PLANTS THE CONTRACTOR SHALL ALLOW A MINIMUM OF 90 DAY LEAD TIME FOR CONTRACT GROWING OF SOD FOR THIS PROJECT. LEAD TIME MAY INCREASE AT THE DIRECTION OF CITY STAFF PRIOR TO START OF WORK. THE CONTRACTOR SHALL ALLOW FOR CONTRACT GROWING OF SHRUBS AND TREES DUE TO THE QUANTITIES NEEDED. SUBSTITUTIONS SHALL NOT BE ALLOWED. J412 -d'el- *601 LOA I landssap® architeaure I urban design I planning 11:626.�+. www.epk6ign.com PLANTING LEGEND: Trees No. DA TE SIZE QTY DETAIL SYMBOL i SIZE QTY DETAIL ® i 4 / DEG'RiP Tl ON J412 -d'el- *601 LOA I landssap® architeaure I urban design I planning 11:626.�+. www.epk6ign.com PLANTING LEGEND: Trees AN trees are ste lard brandft unless speoffiml otherwise NAME SIZE QTY DETAIL SYMBOL NAME SIZE QTY DETAIL ® Liquidambar styracillua 'Rotundilobs! 24" Box 17 A/L3.12 Agave ferdinand-regis x scabra 5 Gal 36 A/L3.12 ® Lagerstroemila, x fauriei 'Natchez' Natchez Crepe Myrtle 24, Box 19 A/L3.12 Agave tequilana'Sunrise' 5 Gal 9 A/L3.12 Pinus sabiniana Foothill Pine 240 Box 42 A/L3.12 Baccharis pilularls'Twin Peaks' 1 Gal0 @ 4' O.C. 1770 A/L3.12 Platanus racemosa California Sycamore 24° Box 88 A/L3.12 Calamagrostis'Karl Foerster' 5 Gal @ 30" Q.C. 644 An.3.12 Karl Foerster Feather Reed Grass ® Populus nigra'Italica' Lombardy Poplar 24 Box 58 A/L3.12 A/1-3.12 Quercus chrysolepis Canyon Live Oak 24° Box 24 A/L3.12 ® Juniperus chinensis'Prmeriana Compacta NicVs Compact Pfifizer Juniper 5 Gal @ 30" O.C. 281 ® Quercus lobata valley Oak 24� Box 1 A/L3.12 A/L3.i2 Spreading Sunshine Lantana 0 Quercus suber Cork Oak 24° Box 50 A/L3.12 A/1-3.12 Creeping Mahonia PLANTING LEGEND: Shrubs and Groundcovers SYMBOL NAME SIZE QTY DETAIL Acacia redolens'Desert Carpet 1 Gal @ 5' O.C. 2422 A/L3.12 Desert Carpet Acacia ® Agave ferdinand-regis x scabra 5 Gal 36 A/L3.12 Sharkskin Agave Agave tequilana'Sunrise' 5 Gal 9 A/L3.12 Sunrise Tequila Agave Baccharis pilularls'Twin Peaks' 1 Gal0 @ 4' O.C. 1770 A/L3.12 Twin Peaks Dwarf Coyote Brush Calamagrostis'Karl Foerster' 5 Gal @ 30" Q.C. 644 An.3.12 Karl Foerster Feather Reed Grass Cercis occidentalis 15 Gal 24 A/1-3.12 Western Redbud ® Juniperus chinensis'Prmeriana Compacta NicVs Compact Pfifizer Juniper 5 Gal @ 30" O.C. 281 A/L3.12 Lantana camara'Monine 1 Gal @ 24" O.C. 755 A/L3.i2 Spreading Sunshine Lantana Mahonia repens 1 Gal @ 18" O.C. 735 A/1-3.12 Creeping Mahonia Mimulus aurantlacus 5 Gal 30 A/L3.12 Sticky Monkey Flower 0 Muhlenbergia rigens Deer Grass 1 Gal @ 30" O.C. 7620 A/L3.12 Rosmarinus officinalls'Prostratus' 1 Gal @ 2411 O.C. 182 A/L3.12 Rosemary Phormium tenax'Dark Delight 5 Gal 27 A/L3.12 Red New Zealand Flax " 0 5 10 20 40 Feet 7.9-166 File Name: Drawn: BAKERSFIELD SPORTS VILLAGE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: PHASE I LANDSCAPE PLANTING PLAN L;jM01 Date: 01-26-09 Checked By: MML SHADETIONS: Parking Lot PLANTING LEGEND: Groundcover Total Number of Large Full Canopy Trees in Parking Lot: 24 SYMBOL NAME QTY DETAIL Total Number of Large Half Canopy Trees in Parking Lot: 44 - Total Number of Narrow Full Canopy Trees In Parking Lot: 36 � Turf -Per Parks Dept from Per Specs 900,000_ Total Number of Narrow Half Canopy Trees In Parking Lot: 10 AG Sod Farms SF - Dec Specs p SF Large Tree Canopy Diameter In Feet (15 Years) 40ft (1257 sq ft) osed Granite Per pe 400 Narrow Tree Canopy Diameter In Feet (15 Years) 20ft (315 sq ft) Total Area Shaded 70,737 AW,Area of Parking Lot In Square Feet 124,510 Total Percentage of Area Shaded: 1, All shrubs and groundcovers shall not be planted closer than 24" from any hardscape element. Percentage of Evergreen Trees In Parking Lot: 22% - 2. In all shrub and groundcover areas apply 2" layer of redwood mulch per specifications, Contractor shall submit sample to landscape architect for approval. LEAD TIME ON SOD AND PLANTS 3. All clearance data per City of Bakersfield tree planting standards and guidelines. THE CONTRACTOR SHALL ALLOW A MINIMUM OF 90 DAY LEAD TIME FOR CONTRACT GROWING OF SOD FOR THIS PROJECT, 4. A I trees planted within 5' of any hardscape element shall recieve a linear root barrier per LEADTIME MAY INCREASE AT THE DIRECTION OF CfIY STAFF specifications. Number of panels per manufacturers recommendations. See detail E, Sheet - PRIOR TO START OF WORK. ccL3.12 for information. THE CONTRACTOR SHALL ALLOW FOR CONTRACT GROWING OF u St iRUBS AND TREES DUE TO THE QUANTITIES NEEDED, 5. The quantities shown are for reference and bid comparison purposes only. Contractor is 0 SUBSTITUTIONS SHALL NOT BE AVOWED. responsible for conducting his own area take -offs and unit counts, TCHLINE SEE SHEET L3.01 REV/S/ONS No. DATE QTY DETAIL • Liquidambar styraciflua 'Rotundiloba' 24' Box 17 A/L3.12 l�1 / Desert Carpet Acacia DESCRIPTION EPTDESIG11 landscape architecture I urban design I plannin4 OU Ead _ , T 1626.795.2008• www.eptdosign.com �._ffi I I ...avoe a ®svesao I I I I 1 I I 1I 1 1 I I I 1 I I i i I I 1 I 1 I...... {.... i..... { .... i � ... �........ I. L...................)...................� I J I I .......... .............. _................ .................................................................................................................................................................................................................. . : �s v .............` n •.A , )oJ �{ Y . •i\ v U Fv �E ' ) �sa" 3 .. . ,.'cF ':�i etc .�.,kmmu ,� •. ?T. '3'�� '.y'::\� G c \ t � , `U sss, i \J/ \!r \ir \1/ \✓ \V \1/ v.� \V \✓ � \I/ W �...........y,......................\i, ........... .................... _._... \(/....................\(�............�............... .............. .....,......... �V............. ............`!/ �.................. .... ..........................- ! \y......................... ,, W........... _ .. L.......... •.... \✓....................... \!i u \li \� \!i u \y \� \1/ ........................................................................................._................................... CO ............................................. u \ ✓ \% \4/ \!i \4/ \✓ u \41 \fi u \V \V u \y \V ....................... .__.... v......... l V �% vi \li �V \✓ �V �✓ �% \l� ! u J .............`` .............� �' i \lr .� \. ✓ \4 \t, i. \r \� \ ................................- ........................... \L/ _. _..__... _..---- \i/ \i/ \i/ \1/ v �/ \I/\✓ ``:_.; \!/ \l/ \/ �/ \j/ \i/ \✓ \!,/ �/ � W � \J/ u \'✓ \I/ ` \L' \✓ \I/ � \✓ u � � �.� \j/ \L \i/ \i/ \j/ i \li \li \% \y \(/ v ' \1/ \l/ \� \i/ i \L \V \li \!i � ! `y \V � ; \1/ � i ' \l! \i/ \✓ \� s,\l \✓ \i/ \L w v \li \li \i/ \v Ji \li Ji 11/ til ........................... w..._. \� \!/ \V \V \V \li \!i \✓ \V \'. \V \V \1r \i/ \I/ \J/ \V u \L/ : ........................_._ .. \V \V I ......... ............................ .......... _......................... ._. __........... .......... __.... ___.... s \l/ \j \(/ \j/ \% \✓ l/ �/ \✓ \li \i \✓ \j �/ \V \J/ : \!i i \li \!i \ij \!i \li \L \L u \!i \% \!/ J/ v \✓) \li \li \✓ �/ �': ; \li u j \/ \✓ \I/ \i/ \1/ \✓ \r \I/ \lam \r \(� \� \i \v \li i \(� \V!� € \✓ \i i i c \V \V u \j/ \V \% \✓ \.)/ \V W \li \V \V tir \li u \L \(� \� \li \V \✓ �/ \V \!i \ \1/ \i/ \✓ \% \I/ \)� \i \fi �/ \!/ j \li \I ' \V \li y \i/ \✓ \l \li \i I \is \1/ v \li \1/ \l/ \j/ \4/ \j/ \I/ \✓ \/ \(/ \!/ \% \(/ \l/ \i \li \Ii \V \fi \}� ` \1r \i/ \1/ \1/ \!i \i/ \1/ \j/ Q/ \✓ \ / \l� j \lam \L \✓ \!i \I/ t ` (i \l j, . \l \V u \V V u vi \� \)r \! �✓ \t/ \i/ u vi \1/ \V \V \r \V \!r \V \V \V \V vi t�\L I v u �• \1/ \✓ \% \1/ \% \v !i \�/ u !i \!i \✓ \V \1/ u \L' \1/ \� \I/ V 11/ 11/ \1 \1/ \/ \1/ \1/ \% 111/ IV \ I u i _._.;,............................_...__..._............ 4................ ......................../... V i i \i/ w .V \(r —�✓�,_ \j/ \J/ u \li li \� li \V vi \I/ \!/ ( \l/ \I/ \1 \j/ u \\)� \l/ \✓ \ / \}/ j J/ \li \% \l \1/ \U \V \i/ �- \v �_. \1/ `: \I/i\/ _...__ \I/ \li \/ \!i \ 1/ .� \V \I/ \1/ \V \ / \l/ \i/ U \� \✓ \li li \V \!i !i \V u V ti/ \V \li li \✓ \� \V \L \v \V \I/ \i/ \V \V \(/ \l f \L \li \ ✓ t = u \v \L \! \1/ li \l \✓ u \til Ji \% \l/ \j/ \J/ \j/ \I/\j/ \� \1/ \l/ u \j/ \l/ \% \✓ \1/ \!� \✓ \!/ v M\l/ v/ \!� \I/ �. \� ti/ \✓ \4/ \t/ i 14/ \/1 1 im \V \li ti/ \✓ \V \V \✓ \(� \li �/ \✓ \!i \t/ \1/ \I/ \!/ \V \!/ \!i \1/ \i/ \1/ \J/ \!i \V ! \✓ v \V \\ _ TURF -4/ \1/ v/ \1/ \1/41 ......................... M _......_........................................................................................................................... ........... \1/ \r \I/ \!i \!i \li \� vi I \I� \!i \fi \li \lam vi \ii \li \V \li \l/ w _J \1/ \✓ u \I \� \� \V \� \✓ \lr \✓ \V v/ \V \V \!/ u ti/ \1/ tir \I/ \1/ \V \ \!/ \i/ \✓ \V \l \!/ \ \l/ \1/ \i \/ \✓ \1/ \l - \l/ \l/ \i/ \✓ -41\l \l/ u \li \!/ w \ / 1/ \l `/ \% \i/ \i/ \� \1/ \V \V \(/ V \1/ \1/ \1/ \i/ \V \V \(/ \j/ u \(/ \1/ \[/ \I/ \j/ \! \✓ \✓ \I/ \� \r \I/ \1/ \l/ \Ir \i/ \I/ 14/ \✓ i \l.' \i/ ti/ \j/ y u \✓ \l% \l \v j/ \J/ \✓ \% \- \/ \j \i \l/ u �_ .._,.. � \':/ \�__,, \I/ �! \!/ \i/ \i/ \✓ \L' \1/ \✓ \I/ \l/ \!/ \[/ \l/ � \/ \l/ \1/ \(/ \li \L' \1/ u \(% ... ....... _..... _� _ \l/ \'✓ \1/ \I/ \!/ � \1/ i � \�/ \J/ \!i � `\b' \f/ - i\!/ � \'✓ `° \1/ \l/ u \(/ \l/ \1/10, \i/ \\ \!/ \l/ \V j \i/ \I/ \V \li �\I/ \l� \I/ \V \1/ \i/ \/ \l/ \1 01 \I/ \� \1/ \i/ �`� \V v/ \"v \1/ \!/ , u \V \li \✓ \I/ \V \V \i \1/ \1/ \1/ \i/ \1/ \1/ v/ \V \1/ \!/ v \1/ \ \l/ v \✓ \I/ \i/ til' \1/ \1/ \'v ': \!/ \!� \(/ \i/ �V \1/ ,lV \V I \✓ \/ \I• \j/ \i: \!/ \i/ \l/ 1/ \✓ \✓ \I/ u \� ti/ vw \i/ \/ \t/ \✓ 14/ \I/ \i/ \✓ \1/ I/'; \l/ \i \i/ \!/ \i/ \i/ \✓ \(/ \l \l/ \i :� \/ ,: \i/ . _. L/ ..—..._ _ \/ --.. �✓ .—. `1/ �� ..�_—.. `✓._... u \[ \V \� \J/ \l/ \� \j/ \jr \V \/ \� \/ \I/ \� \1/ \� \!/ \y \V \y •: tir \V ti/ U \l/ \V u U/ \f/ \V tir \1/ \V \l \I/ .—.. ti/! € �% \✓ u \I/ \J/ \i \l/ 1/ u l u V \U W u \i/ \I/ u \I/ u \I/ I/ \l/ j\y )/ \i/ \j/ \i/ \I/ \J/ i \� \✓ !/ \/ \f )/ \I/ \l/ • i I / \!/ \I/ \� \U' \V' \I/ \/ \!i \1/ \v � \1/ \l/ \/ � \Ir \1/ \L \� \li '�, \I/ \L' \J/ \i/ \i/ \;/ ,'" \ir \J/ \t/ u \1/ � \t/ \!/ l/ \l/� � \!� \1/ � \I/ \I% \✓ �, �• I ,` 1/ u \!/ i \1 \1/ ✓ \l \i/ v \V l/ �/ \(/ (/ \I \i/ \1/ \f/ \j/ v\� \1/ \ s \✓ v / J/ \l/ \l/ \1/ W \ii \;' �' � � \ V \✓ \!/ \I/ \L ' y \I/ \1/ `\:/ \I/ \(/ \i/ \i/ . \!/ � \l/ \✓ \1/ \!/ \✓ \\l/ \I/ \li \/ \!//.'/ \j/ \i/ �/ \I/ W \!/ � \!/ \!/ \I/ � \l � \I/ �'✓ \L ': \!/ \li ; \?. \ii. � MEN l I 1 \ \j/ u \1/ !i u \✓ I/ \1/ �✓ ! u \1/ \I/ \� \L \I/ \ w `l/ \I�% / \j/ \j/ \(r \I/ \?/ \� \i/ \�/ l/ \JA I• \1/ \1/ \i/ \1/ \!/ \I/ \/ \1/ \i/ \V \l,...... \% \!/ \i/ \li \l/ \V \�/ \!/ \!/ \li \!/ \L \!/ \% ;� wawa �7-09 SYMBOL NAME SIZE QTY DETAIL • Liquidambar styraciflua 'Rotundiloba' 24' Box 17 A/L3.12 A/L3.12 Desert Carpet Acacia 0Is Lagerstroemia x faudei 'Natchez' Natchez Crepe Myrtle 24" Box 19 AIL3.12 A/L3.12 Sharkskin Agave Pinus sabinlana Foothill Pine 24" Box 42 A/L3.12 AIL3.12 Sunrise Tequila Agave • Platanus racemosa California Sycamore 24" Box 88 A/L3.12 A/L3.12 Twin Peaks Dwarf Coyote Brush Calamagrostis'Karl Foe rster 5 Gal @ 30" O.C. 644 ® ^ ^ / V \ Populus nigra'Italica' Lombardy Poplar P 24 Box 58 AIL3.12 ® Quercus chrysolepis Canyon Live Oak 24" Box 24 A/L3.12 A/L3.12 Western Redbud ® Quercus lobata valley Oak 24" Box 1 AiL3.12 A j(_3.12 Lantana camara'Monine' 1 Gal @ 24" O.C. 755 ® Quercus suber Cork Oak 24" Box 50 AIL3.12 Mahonia repens 1 Gal @ 185 O.C. 735 PLANTING LEGEND: Shrubs and Groundcovers SYMBOL A SiZE QTY DETAIL Acacia redolens'Desert Carpet 1 Gal @ 5' O.C. 2422 A/L3.12 Desert Carpet Acacia ® Agave ferdinand-regis x scabra 5 Gal 36 A/L3.12 Sharkskin Agave Agave tequilana'Sunrise' 5 Gal 9 AIL3.12 Sunrise Tequila Agave o Bacchads pilularis `Twin Peaks' 1 Gal @ 4 O.C. 1770 A/L3.12 Twin Peaks Dwarf Coyote Brush Calamagrostis'Karl Foe rster 5 Gal @ 30" O.C. 644 AIL3.12 Karl Foerster Feather Reed Grass >*< Cercis occidentalis 15 Gal 24 A/L3.12 Western Redbud O Juniperus chinensis'Pritzedana compacta Nick's Compact P tzer Juniper 5 Gal @ 308 O.C. 281 A j(_3.12 Lantana camara'Monine' 1 Gal @ 24" O.C. 755 A/L3.12 Spreading Sunshine Lantana Mahonia repens 1 Gal @ 185 O.C. 735 A/L3.12 Creeping Mahonia E) Mimulus aurantiacus 5 Gal 30 AIL3.12 Sticky Monkey Flower O Muhlenbergia rigens 1 Gal @ 30° O.C. 7620 AA.3.12 Deer Grass Rosmarihus officinalis'Prostratus' 1 Gal @ 240 O.C. 182 A/L3.12 Rosemary Phormium tenax'Dark Delight 5 Gal 27 W. Red New Zealand Flax I ' ► 0 5 10 20 40 Feet 7.9-166 File Name: °r°"'n: ERSD SPORTS VILLAGE BAKE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: PHASE I LANDSCAPE PLANTING PLAN Lw. OZ Date: 01-26-09 Checked By: MML MATCHLINE SEE SHEET L3.02 7 ME W= am 100 om TOM ow WIM ms =0 MW WW: no MW Jong - \V "t, Nt/ A/ \4/ \J/ T -----------------Wit. ............... ........... .............. \i/ ................ ILI 14/............... \1/ \1/ \1/ \1/ . ................. \I/ \i/ \i/ \`✓ Ji \fi \✓ � � u �✓ ,li ,� \I/ W � ,:i !� ( � ,l% � � ,f% � u tiL � v/ \V � � � til% � f . ......... . .. -J/ 4 ,_..._.._....,_..:`V . . ........ ........................... ........ . . . ........................... ... . .............................. - ----- ............................... . .... ... ...... ........... ......... . - ------ ....................... . .. .. . . ...... ............. \V .. ........ .. . .............. ........ ....... -----\T . . .. .................... 1.t� . ........... IV \J/ 14 \1/ 14/ \/ NI/ N%_ ........................... \1/ ......... . ...... __1j/ . . ..................... V ........... .. -------- \t/ -41 \4/ MOWCURR, SEE \DETA IL/1 D, SHE:. ET 01 A .........................y.... ................. ... ..... .............. ........ .......... ... \1/ ............... b.\V NI/ ......................... . ... . .. ......................... ........ . . ....................... .......... .... . . . ...... .... - . ..... . - ".J/ L ... .......... ........... . .... ......... ... . ...... _Q/ \j/ \1/ \t/ \i/ \j/ \i/ \1/ \1/ \L/ ................ ...... ...... . ................. ................. ....... . . . . . ............... ............... ...... . ............... .......... .............. . . ........................ ..... . . . ................ . . . . .. . . . . .................. ......... ....... ...... .. ... ....... t, 117 ................ It? 4 .. - /..... _,i 41 41 _�k \1Z ........... ...... . . .............. ............. ....... .......... .................. ................................... ...... .......... ............ .... ..... . ............... .............. ........... ................. -V . . . . .......... ................... 0 3: Z ...... ........... .... - - - – — ------------------- . ......................... .. ...... . .................... - - ----- . ......... .......... . ........ ........................... ....... ........... .... M ... ........... . . ....... .. . . .. .......... .......... .... . .. . . .......... ............ ... . ........... ......... -..........................\t,,. . ............... -,[x -­------------ - - - - - - ........... .......... M IV V CA N/ M \/ \l/ \% \I/ ,✓ ,l/) \V ,✓ \/ \% \1/ U V \� \% ,✓ ,l \V U IV ........... ......................... P 4 `jf/ _j/ \1/ q, \Ir PLANTING LEGEND: Groundcover No. NAME NAME SYMBOL NAME SIZE u -Per Parks Pt m DETAIL Acacia redolens 'Desert Carpeti 3 Liquidambar styraciflua 'Rotundiloba! AG Sod Farms i A A/L3.12 DESCRIPTION Decomposed Granite Agave ferdinand-regis x scabra 5 Gal Lagerstroernia x faudei 'Natchez! Natchez Crepe Myrtle 241 Box 19 z L— 41 �J Nt/ NI/ t 1 NI/ 10 ......... A& AV E V1 SS 1 GEN No. DATE NAME SYMBOL NAME SIZE 2 DETAIL Acacia redolens 'Desert Carpeti 3 Liquidambar styraciflua 'Rotundiloba! 2#' Box i A A/L3.12 DESCRIPTION Agave ferdinand-regis x scabra 5 Gal Lagerstroernia x faudei 'Natchez! Natchez Crepe Myrtle 241 Box 19 A/L3.12 Sharkskin Agave IIS Agave tequilana 'Sundsd Pinus sabiniana Foothill Pine 2*' Box 42 A/L3.12 Sunrise Tequila Agave , Wy. Platanus racernosa California Sycamore 24' Box 88 A/L3.12 Twin Peaks Dwarf Coyote Brush Calamagrostis 'Karl Foerster' 5 Gal @ 30' O.C. 0� •lr�:,� ,�� �•'1� < Populus; nigra 'Itallica! Lombardy Poplar 24' Box 58 A/L3.12 Quercus chrysolepis Canyon Live Oak 2*' Box 24 A/L3.12 Western Redbud Quercus lobata Valley Oak 24' Box 1 A/L3.12 Lantana camara 'Monind Spreading Sunshine Lantana 1 Gal @ 24- O.C. 755 AIL3.12 Quercus suber Cork Oak 24' Box 50 A/L3.12 Creeping Mahonia Mimulus aurantlacus 5 Gal 30 A/L3.12 ON Sticky Monkey Flower 0 Muhlenbergia rigens Deer Grass 1 Gal @ W O.C. 7620 A4.3.12 .. ............ ... ... ... . ....... ............ Rosemary .......... Phormium tenax 'Dark Delight 5 Gal 27 AU.12 Red New Zealand Flax I 10111 :07 ITITI Irc \1 h V \t/ INA \t/ \1/ . \l/ .� .� ,� \� z L— 41 �J Nt/ NI/ t 1 NI/ 10 ......... A& AV E V1 SS 1 GEN No. DATE NAME SYMBOL NAME SIZE 2 DETAIL Acacia redolens 'Desert Carpeti 3 Liquidambar styraciflua 'Rotundiloba! 2#' Box i A A/L3.12 DESCRIPTION Agave ferdinand-regis x scabra 5 Gal Lagerstroernia x faudei 'Natchez! Natchez Crepe Myrtle 241 Box 19 A/L3.12 Sharkskin Agave Agave tequilana 'Sundsd Pinus sabiniana Foothill Pine 2*' Box 42 A/L3.12 Sunrise Tequila Agave Platanus racernosa California Sycamore 24' Box 88 A/L3.12 Twin Peaks Dwarf Coyote Brush Calamagrostis 'Karl Foerster' 5 Gal @ 30' O.C. 644 A/L3.12 Populus; nigra 'Itallica! Lombardy Poplar 24' Box 58 A/L3.12 Quercus chrysolepis Canyon Live Oak 2*' Box 24 A/L3.12 Western Redbud Quercus lobata Valley Oak 24' Box 1 A/L3.12 Lantana camara 'Monind Spreading Sunshine Lantana 1 Gal @ 24- O.C. 755 AIL3.12 Quercus suber Cork Oak 24' Box 50 A/L3.12 Creeping Mahonia Mimulus aurantlacus 5 Gal 30 A/L3.12 Sticky Monkey Flower 0 Muhlenbergia rigens Deer Grass 1 Gal @ W O.C. 7620 A4.3.12 .. ............ ... ... ... . ....... ............ Rosemary .......... Phormium tenax 'Dark Delight 5 Gal 27 AU.12 Red New Zealand Flax I 10111 :07 ITITI Irc \1 h V \t/ I'!/- \t/ \1/ . \l/ .� .� ,� \� �. \� (� \� ,l, \� ----------- . \� ......... .!, ................................. ,� . . . `\� ....................� 1. All shrubs and groundcovers shall not be planted closer than 24" from any hardscape element. .� \� ,� 1, \� V / _,_11_---\-1-/ . ...... .... ......... 2. In all shrub and groundcover areas apply 211 layer of redwood mulch per specifications. >\ Contractor shall submit sample to landscape architect for approval. 3. All clearance data per City of Bakersfield tree planting standards and guidelines. \1/ \J/ \i/ \1/ 4. Al trees planted within 6 of any hands cape element shall recleve a linear root barrier per 4 \1/ \i/ specifications. Number of panels per manufacturers recommendations. See detail E, Sheet L3,12 for information. ............ . . . .................. ............ . . . ................. .......... ... ... ------ - ............... .................. 4 . ...... . 5. The quantities shown are for reference and bid comparison purposes only. Contractor is responsible for conducting his own area take -offs and unit counts, \t/ -4/ \j/ \J/ 6. If utilities Interfere with tree or shrub planting, the plants are to be planted at the direction of the landscape architect. \1/ \J/ ,4/ \i/ 4/ \j/ \L/ SHADE CALCULATIONS: Parking Lot Total Number of Large Full Canopy Trees In Parking Lot: 24 � Total Number of Large Half Canopy Trees In Parking Lot: 44 Total Number of Narrow Full Canopy Trees In Parking Lot: 36 \J/ Total Number of Narrow Half Canopy Trees In Parking Lot: 10 Large Tree Canopy Diameter In Feet (15 Years) 40ft (1257 sq ft) \4/ 4,/ \V \l/ \1/ Narrow Tree Canopy Diameter In Feet (15 Years) 20ft (315 sq ft) - ----- -- - --- - --- ------ -- Total Area Shaded 70,737 Area of Parking Lot In Square Feet 124,510 �\v -J/ \L1 \1/ 4/ \1/ Total Percentage of Area Shaded: 66% Percentage of Evergreen Trees in Parking Lot: 22% pp, \1/ 14/ 4/ z L— 41 �J Nt/ NI/ t 1 NI/ 10 ......... A& AV E V1 SS 1 GEN No. DATE NAME SYMBOL NAME SIZE 2 DETAIL Acacia redolens 'Desert Carpeti 3 Liquidambar styraciflua 'Rotundiloba! 2#' Box i A A/L3.12 DESCRIPTION 421T�[el� landscape architecture I urban design I planning EcW G"m *W, S%. 201 Pasa&w, CA 91101 T 1626.795.2008 F I 626.795.25A7 JAL i9n.com ldop�� lop- Pi�ONTIN GNrEGEN : Treee AH "s ohha untm spedW o#wrwW NAME SYMBOL NAME SIZE QTY DETAIL Acacia redolens 'Desert Carpeti 1 Gal @ 51 O.C. Liquidambar styraciflua 'Rotundiloba! 2#' Box 17 A/L3.12 Desert Carpet Acacia Agave ferdinand-regis x scabra 5 Gal Lagerstroernia x faudei 'Natchez! Natchez Crepe Myrtle 241 Box 19 A/L3.12 Sharkskin Agave Agave tequilana 'Sundsd Pinus sabiniana Foothill Pine 2*' Box 42 A/L3.12 Sunrise Tequila Agave Platanus racernosa California Sycamore 24' Box 88 A/L3.12 Twin Peaks Dwarf Coyote Brush Calamagrostis 'Karl Foerster' 5 Gal @ 30' O.C. 644 A/L3.12 Populus; nigra 'Itallica! Lombardy Poplar 24' Box 58 A/L3.12 Quercus chrysolepis Canyon Live Oak 2*' Box 24 A/L3.12 Western Redbud Quercus lobata Valley Oak 24' Box 1 A/L3.12 Lantana camara 'Monind Spreading Sunshine Lantana 1 Gal @ 24- O.C. 755 AIL3.12 Quercus suber Cork Oak 24' Box 50 A/L3.12 Creeping Mahonia PLANTING LEGEND: Shrubs and Groundcovers SYMBOL NAME SIZE QTY DETAIL 40, Acacia redolens 'Desert Carpeti 1 Gal @ 51 O.C. 2422 A/L3.12 Desert Carpet Acacia Agave ferdinand-regis x scabra 5 Gal 36 ,q/L3,12 40 Sharkskin Agave Agave tequilana 'Sundsd 5 Gal 9 A/L3.12 Sunrise Tequila Agave Baccharis pilularis rl7Win Peaks! 1 Gal @ 4 O.C. 1770 A/L3.12 Twin Peaks Dwarf Coyote Brush Calamagrostis 'Karl Foerster' 5 Gal @ 30' O.C. 644 A/L3.12 W Foerster Feather Reed Grass Cercis occidentalis 15 Gal 24 A/L3.12 Western Redbud Juniperus chinensis Pfitzedana Compacta Nick's Compact Pfitzer Juniper 5 Gal @ 300 O.C. 281 A/1-3.12 Lantana camara 'Monind Spreading Sunshine Lantana 1 Gal @ 24- O.C. 755 AIL3.12 Mahonia repens 1 Gal @ 1W O.C. 735 A/L3.12 Creeping Mahonia Mimulus aurantlacus 5 Gal 30 A/L3.12 Sticky Monkey Flower 0 Muhlenbergia rigens Deer Grass 1 Gal @ W O.C. 7620 A4.3.12 osmarinus officinalls; 'Prostratus'40 1 Gal @ 241 O.C. 182 A/L3.12 Rosemary Phormium tenax 'Dark Delight 5 Gal 27 AU.12 Red New Zealand Flax I 10111 :07 "M IV 0 5 10 20 40 Feet 7.9-166 V= �\-Mm mmi mirms n= =fW ms im mwm,-V� =a* M\6 Niva � 16M =0 MIM Imik om M60 omm iim \i/ mii mo WkW ism iim ma =W =W 0110 MEN MIN ME NEW ME � SON � MN om am om mu mm MW � mi am ivis '6 06= =0 8 MEN EM WON WME MATCHLINE SEE SHEET W.04 File Name: Drawn: rmft A K A ItJ A %VILLA too A` a, arm%, Job No.: 3167 Engineer: LANU%%j1L;APE rrm"'LANTIt mlow` ror&LAN Date: 01-26-09 Checked By: MML V1 C1AVMFAtk I i MW OWN no 01M \/ \V �:_ \!i �✓ \V \V \V �✓ \/ \V \V \l, \V \I \V \V \1r �/ \V �� i �..1/ iii u / \/ vV ,� / u \li \� \ \V ✓ \L/\/ v \/ \V u\1/ \V u \V \li \/ v/ \V % \i/ v \!i \V \✓ \V \I :%� \V \✓ \� \V \1/ \V \V u \V \V \V u \fr \l/ \✓ \V y' �. \V \V �/ \V \L \V \V \V \V ? V \V \V \V \V \v .,......_..... _....... `✓....._..-......•.._..r \si \jr \Ir \✓ \fi \% \!i \✓ \V \(i w J \li \/ v' \V \V \✓ v \ii \V u \!/ \V \V \I% \V \V \ \ s \✓ v \V \I/ u \ \V \V \li \V \r' v \V \1/ u \V \V \V \V v \V \/ u \Ir u \v ,� \l� \ir u v \V u \V \V u v � v \y \Ji � \✓ \!/ \li \!r \� � \lr u \t/ \V � \li \Ir \ti I � \� � \% I \V \/ \L' \y v \,' \V \V \;r \V \V \ ; \/ \V \1/ v . , \V \✓ \V \V \V � w � \.r �/ \V L v •.V �r ��% �/ \% \✓ �/ \!r \V �!/ \l! \!r \l/ v.� \V \V \1/ \% \V \V \% \V \V \!/ \V \V \V \V \V \V \!/ \% \V \V \% \V \V ? \% \V \V \V �\V \✓ I u \t/ ',l/ u \✓ \lr v v \V � \li ! \V \V \V \V \V \1/ \V \1/ \V \V \V u \!� \✓ u \1-' � u \r \li u u \V � \1/ Ji \lr v/ u \V . \!/ ! \V j I v •,✓ v \!/ \1/ \% \!,� \1/ \V \!/ �/ \V � �/ \li \li \✓ \I,r � \V \(/ \V � \V \V \V \V \!r \li \li \lr \'✓ � \Ir \?i \I/ \l/ � \;/ \!/ \V \l/ \V w \V \✓ \V \V v \V J/ \V' Ir \✓ v/ \� \V \✓ V \i \(� \!/ \} \v !r \lr \✓ v \i ( j \}r + \! \V \V w r u \V \Ir u \� s \V u \li ✓ \v u \V \l;' \!r \'� \!r \V \Ir \:� \V \V �..lr , v \V �.V \✓ \:�' \!r v \V \V \V \V u \!r u v \V \V v/ \� \V w I \V \V i 4 I V \L \ u \V \✓ \V \V V \V \r (/ v \1/ \V W u \li u !r u u \Ir V \V \% 11/ v \l/ \V 1 \i/ \li \/ r \V v \✓ \V \V \V \% \V \V \✓ ? \;/ �/ \V \:/ \l' \V \':/ \V \V � \V \V \� \� u \V \l/ \tr \'v \V \✓ \�/ \V \L' \V V \V \V \V \V \V I \V \V v \;.� �/ v \V \V \V \i � v \V \i/ \V \V \!r v v v \li \� \ir \� \i/ \V \V � \V \V \V \� \V \V \V � � \V � \✓ \V \V w t \ \V -v............� — _ _ .�_—_---------------- j ...........:.__u........ `✓ `L................ u \li J/ �/ \!r \r' \V \v �✓...-- .......... ......_........ __.-__- ................. ......... .......... �......... \V \V \: \% \� \✓ \% \V \l/ \r V \V % \V \V \% \/ \V \V \V \� \� \% \L \1 \V \V \V \V \I/ v \% \i/ \V \+/ \/ \V \✓ \1/ \!/ \% �/ \V \V �/ \✓ \V u \J/ \V \!r \V �/ u u \t/ \V \% \L \!� \% \4/ \1/ \1/ \!/ \V Tu L \(, \V u �/ \l/ u \i. !/ \� \✓ V i yr \V \V v/ \V \V \V u V \V \V \V V \V \V \V \V \!/ ✓ \V \!/ \'✓ \V \!/ ± u \ir \V \I/ �.i,• � \V \V u \I/ \(/ \� � � \!� ! v/ � \V �/ \V 'u \Ir \li � \l/ \V \I/ \✓ u \1/ \V \V \L' \l/ \!/ \1/ J/ \I/ \V � \i/ \I/ � \!i \li ' \J/ ; \!/ I � I `I%.....................�;1/ .....___.._ \r \✓ \I/ \r \�' \!/ \l/ \✓ u \l/ \f/ \r \l/ \l/ \li \V 14/ 11/ \r \V_..._......_\1/ \V \i/ \!/ \% \V \1/ \1/ \V \✓ \li \l/ \✓ v \l v u \V \V \V v !/ v \1/ \v v \f/ \V \V \V \V \Y \V : \�iJ ' \V i \V u w\ \V \':/ \V \V \I/ \'✓ \V u \V �� \V \V \:/ \✓ \V \I/ \V \l/ \!/ \!/ \!/ \V \V \!/ \ \� \V v \V \V \V \!/ \V \V \V v \V v `.�- :'/ � \V ................._._.._.__..........................._............__................ ....................... .... —_..................................... _.... 1 u\I; \V \V v/ V \V \✓� \V \V \V \V u \!r \� \1/ u \✓ \V \l \✓ u �............__ ��........v............................q ........................... .fir --........,................. ....... _...........v................_. __ \l/ \I/ \I/ \V \V \)� \V \V \V \V \✓ \v u \l•' \✓ \V \L u \V V \V v/ V w v/ \V I \V u \I/ \V \V \✓ \V \V \V V \V \!/ V \V I \V \V \V i \V \1/ \1/ \V \V \l i 4 Z \!/ \I/ \V V \(/ \V Q/ \V m 6J� \t \1/ + (/ v m \i \✓ \✓ iii \, ✓ \V \V \V \l/ \V u \V V \V \V \V \V \V v \V \V \V \V V + m CO)\✓ \1/ \L' \V \ / \i/ \V \:, \V \V \V \t/ \V 14/ \f/ 1/ \l/ \/ 14/\V \V \V \✓ 11/ \!, \V \1/ \V \V \L' \V \V \V \V \V \V \V \V \1/ \;/ I \V \V s \i m \!/ \V \✓ \V ,� v \V v �✓ \:✓ v ( v u \!/ v , \i� u \V (\V v v \I/ v �/ \V \V \✓ \l/ v �/ \ii \V � \V \V \l/ \V \!/ \✓ \V \V \% � u\ W �/ \l•' \V \V \i/ \V �t� \V �J/ \V \V v \V \I/ v W \V u \V � \V \V \V u \V \!/ v \V \li u \:' \l/ v \V ! \V \V \lr ! \V \V \I/ u i \V \V ��' \!/ j ..... ................ _ .......................... u..._.._._.._...... i \V \V \V �/ \V V �/ \l/ v \✓ v \V \V �/ \V \✓ �/ \V \V v \V \V \V \!/ \V \V \✓ \! ' \V \I/ \V \V \V \1/ \ir \V \V u \V i / : �/ \ u \✓ \V �\L' \V u \I• \1/ u \l/ \1/ ( u \✓ V \V \V 1/ \V \V v \V \V \� \V V u \V V ' \V \V \V \I/ \V \V \V \V I V u S \V \i 1 \V \V \V \V \I ' \1/ \✓ \V \V \!/ \V \V \V \V \V \V \V \V \/ \V \V \✓ v \V \V \. \V \V \i ! \V \V \V \/ \V / , \V \V \V �I \V i / \V ....... ........... _......... ...... ...... ..... :.................... ._.... ..................... l............................\jr..._.........�.............................\j....._....__.._...._.�1� . .................. \V \y \V \V I i i _..\✓.... \V \V .. J. `V \V \1/i \V u �/ \V __. _ _ . _.._- ......... _ �. . 1 \1/ �/ ' \V u \V \V \V w \V \V \V u \V \V v \✓ \V u \V \V \l/ \V u \l; \! u � _____� \V v \l' \V u \V J/ \V \V \V \V \!� \V I \V \✓ SEE DETAIL D, SHEET L3.12 \l .__._._._ JL__—.......\/..__. \'✓ 9 ---\ .......... __...�,V \V \/ vI\v \I/ , ................. ................... \ u \V \V \% \V \V u \V \V \V \✓ \V \V \V \V \V \V \V \V \V u v/ \V \V \✓ �,� � \,; \V �, ......._... �- \V W \!/ v v \ir \V \✓ \✓ \V. \V•...- -,d\ ,y....l. ,� ,._._� �/ \✓ !r \V \/ V \i v \V -- —.............. ...----- NI/ .1.. .._._..__. \ �' \r \,/ l/ \I \✓ V \✓ u \V \V \V ; \✓ \V u \ \V \V \!/ \!i \V u \V \% \/ V v \V \V \1/ i i• �. NE I+ i r + i i i i i r i i i i r t i r iNEW i iME i ow i t i=0 i i i LIMIT OF WORK LEAD TIME ON SOD. DPLANTS SHALLTHE CONTRACTOR ALLOW . A OF . •;t ...♦ AD TIME FOR CONTRACT• OF •r FOR THIS PROJECT. LEAD TIME MAY INCREASEDIRECTION OF PRIOR TOSTARTa. THE CONTRACTOR SHALL ALLOW FOR CONTRACT GROWING OF SHRUBS AND TREES DUE TO THE QUANTITIES SUBSTITUTIONS•T BE ALLOWED. CALCULATIONS:SHADE Parking Total Number of Large Full Canopy Trees In Parking Lot: 24i LargeTotal Number of • r Parking Lot: 44 Totalrow Full Canopy Trees In Parking Lot: 36 Total Number of Narrow Half Canopy Trees InParking • Large Tree Canopy,! • Narrow •• Diameter i • Total Area Shaded 70,737 Area of • Lot In Squarei TotalShaded: Percentage. of Evergreen Trees in Parking Lot: 22% 00 _ _................ �............. _ _ ...................... 0 z �♦"'4„'♦Stu♦,t.�■♦�'f�♦"'♦�♦�♦s♦,:♦.�♦�1,�♦`�f�r�w�+��'s♦�1r�i►♦�♦,i♦�r�,♦w♦��,.♦,-a,�,!►�'��i►'a+rj♦�♦rj4�♦�+-♦�+-♦�♦�♦�♦�♦�+�'��♦�♦�♦�♦�+�♦�♦-♦�+�♦�♦�♦�♦�t�♦�♦-♦�♦�+�, CQC.r'1=IMC.. ........_........ _ a���► ►�mmm►.+ll.11: ►.�,�AWAY, :40101, iM.W>•N.; �,�♦��►,��♦s�,�� ...:► ...,i►����►�!..+��!.!.!..!.!..�►.�..!..!►..1.!�!..!�1.+,�����������sss������&M, N, MA Or, ���♦��♦��♦1�T��'��'�i��'i���'�'�'�'�'�`i'��'i�'i`!'moi+'�i�r'�iii�i+riirsiir♦ilii ���ir�♦�♦�♦�♦�♦�♦�♦��+i♦� WIM PLANTING T 1. All shrubs and groundcovers shall not be planted closer than 24� from any hardscape element. 2. In all shrub and groundcover areas apply 211 layer of redwood mulch per specifications. Contractor shall submit sample to landscape architect for approval. 3. A I clearance data per City of Bakersfield tree planting standards and guidelines. 4. All trees planted within 5' of any hardscape element shall recieve a linear root barrier per specifications. Number of panels per manufacturers recommendations. See detail E, Sheet L3,12 for information, 5. The quantities shown are for reference and bid comparison purposes only. Contractor is responsible for conducting his own area take -offs and unit counts. 6. If utilities interfere with tree or shrub planting, the plants are to be planted at the direction of the landscape architect. *111111 iTiTy i No. DA TE QTY DETAIL /i Liquidambar styraciflua 'Rotundiloba' 24■ Box 17 AIL3.12 AIL3.12 Desert Carpet Acacia DESCRIPTION La g erstroemia x faudei 'Natchez' Natchez Crepe Myrtle Decomposed Granite 19 2 .12 AiL3.i2 42,11101:010"A 01 landscape architecture I urban design I planning i` '• xK6Wj CA 91101 !/. www.epk6ign.com SYMBOL No. DA TE QTY DETAIL /i Liquidambar styraciflua 'Rotundiloba' 24■ Box 17 AIL3.12 AIL3.12 Desert Carpet Acacia DESCRIPTION 42,11101:010"A 01 landscape architecture I urban design I planning i` '• xK6Wj CA 91101 !/. www.epk6ign.com SYMBOL NAME SIZE QTY DETAIL ® Liquidambar styraciflua 'Rotundiloba' 24■ Box 17 AIL3.12 AIL3.12 Desert Carpet Acacia ® La g erstroemia x faudei 'Natchez' Natchez Crepe Myrtle 24 Box 19 2 .12 AiL3.i2 Sharkskin Agave Pinus sabiniana Foothill Pine 24° Box 42 A/L3.12 A/L3.12 Sunrise Tequila Agave Platanus racemose California Sycamore 24° Box 88 A/1-3.12 A/L3.12 Twin Peaks Dwarf Coyote Brush Calamagrostis'Karl Foerster' 5 Gal @ 30" O.C. 644 ® Populus nigra Italica Lombardy Poplar 24" Box 58 A/L3.12 ® Quercus chrysolepis Canyon Live Oak 24' Box 24 AIL3.12 A/L3.12 Western Redbud ® Quercus lobate valley Oak 24■ Box 1 A/L3.12 A/13,12 Lantana camara'Monine 1 Gal @ 24110.C. 755 ® Quercus sober Cork Oak 24" Box 50 X312 Mahonia repens 1 Gal @ 18" O.C. 735 PLANTINGLEGEND: Shrubs and Groundcovars SYMBOL NAME SIZE QTY DETAIL Acacia redolens'Desert Carpet 1 Gal @ 510.C. 2422 AIL3.12 Desert Carpet Acacia ® Agave ferdinand-regis x scabra 5 Gal 36 AiL3.i2 Sharkskin Agave Agave tequiiana'Sunrise' 5 Gal 9 A/L3.12 Sunrise Tequila Agave 0 Baccharis pilularis'TWn Peaks' 1 Gal @ N O.C. 1770 A/L3.12 Twin Peaks Dwarf Coyote Brush Calamagrostis'Karl Foerster' 5 Gal @ 30" O.C. 644 AIL3.12 Karl Foerster Feather Reed Grass Cercis occidentalis 15 Gal 24 A/L3.12 Western Redbud O Juniperus chinensis'Pfitzeriam Compacta Nicks Compact Pfitzer Juniper 5 Gal @ 39 O.C. 281 A/13,12 Lantana camara'Monine 1 Gal @ 24110.C. 755 AIL3.12 Spreading Sunshine Lantana Mahonia repens 1 Gal @ 18" O.C. 735 AIL3.12 Creeping Mahonia 0 Mimulus aurantlacus 5 Gal 30 A/L3.12 Sticky Monkey Flower 0 Muhlenbergia dgens 1 Gal @ 30" O.C. 7620 A/L3.12 Deer Grass Rosmadnus of#icinalls'Prostratus` 1 Gal @ 24" O.C. 182 AIL3.12 Rosemary Phormium tenax'Dark Delight 5 Gal 27 A/L3.12 Red New Zealand Flax 1 ,qq IV 0 5 10 20 40 Feet 7.9-166 — — File Name: Drawn: BAKERSFIELD SPORTS VILLAGE CITY OF 3AkE1`FIEUD,PUBLIC. WORKS DEPARTMENT gab No.: 3167 Engineer: PHASE I LANDSCAPE PLANTING PLAN L3mO4 Date: 01-26-09 Checked By: MML LJ 1 0 REVISIONS No. DA TE SHADE CALCULATIONS: Parking Lot � 03%'27;b9 Total Number of Large Full Canopy Trees In Parking Lot: 24 Total Number of Large Half Canopy Trees In Parking Lot: 44 Total Number of Narrow Full Canopy Trees In Parking Lot: 36 0709 09 1 S$ i1� S"� t,.� 1'c1a A1��EtJ'V- , Total Number of Narrow Half Canopy Trees In Parking Lot; 10 Large Tree Canopy Diameter In Feet (15 Years) 40ft (1257 sq ft) 3 Narrow Tree Canopy Diameter In Feet (15 Years) 20ft (315 sq ft) I Total Area Shaded 70,737 Area of Parking Lot In Square Feet 124,510 PLANTING NOTES 4 DESCRIP TION Total Percentage of Area Shaded: 56% g g g 1. All shrubs and groundcovers shall not be planted closer than 24" from any hardscape element. EPTDESIGN Percentage of Evergreen Trees in Parkin Lot: 22% 2. In all shrub and groundcover areas apply 2" layer of redwood mulch per specifications. Contractor shall submit sample t0 landscape architect for approval. landscape architecture I urban dnsign' planning LEAD TIME ON SOD AND PLANTS 3. All clearance data per City of Bakersfield tree planting standards and guidelines. 844 East Gram Strad, Ste. 201 __ Aa r THE CONTRACTOR SHALL ALLOW A MINIMUM OF 90 DAY LEAD Pasadena, CA 91101 �,� O TIME FOR CONTRACT GROWING OF SOD FOR THIS PROJECT, 4. All trees planted within Sof any hardscape element shall recieve a linear root barrier per qr LEAD TIME MAY INCREASE AT THE DIRECTION OF CITY STAFF T 1626.795.2008 F 1626.795.2547 F °C PRIOR TO START OF WORK, specifications, Number of panels per manufacturers recommendations. See detail E, Sheet vvww eptdesign cam � CAO L3.12 for information. THE CONTRACTOR SHALL ALLOW FOR CONTRACT GROWING OF 5. The quantities shown are for reference and bid comparison purposes only. Contractor is SHRUBS AND TREES DUE TO THE QUANTITIES NEEDED, SUBSTITUTIONS SHALL NOT BE ALLOWED. responsible for conducting his own area take offs and unit counts. 6. If utilities interfere with tree or shrub planting, the plants are to be planted at the direction of the landscape architect. 1 LIMIT OF WORK LIMIT OF WORK L. 101100 NONE 01001 1 INNIN I SEEN I MEN! I MEN! I INEW INEW I NONE I NINE WINE MEN! NEEN --- .............._..-- — - —---...._.......... ! ! ! ! ! ! am ! s, ism is# ! is i rr ! i is ! s, ! ! s' s� s, ! ! ! i ! ss�r i 1010011 i s� ! s� ! s� ! ! s� s� ss� ! s' i s, ! s, s� ! ss� ! ss� i, ! s� is ---- --- _-- -- ............. 1 1 �!,- �L �1/ \!! J/ �✓ �I; ..._. �...._._ .1. _ / / * * :. * 5 \�..... _`V _ �!i ✓ J.',I! v �. �I! .... J! �l! moi✓ __V__.`L......_- \ * OUTDOOR GE • * 1 k ---- _ -- ._... — ( FAM• G RM, REA — cn I k * v! --�!�..._......._. � \I! �✓ �!! \L � v/ !v! J! ! � �.! � Iv.. ., ... .... ,.., — D Q � * * � � `L �— ............._,,k_ :ice—..-... ..v -- ._...�li..____—._�...:�1......... --�--.�✓..._......--- — i f - I Io f 1 L W v d ! J, v D N I I CD y\>I iILI V v —14/ _� W--1 "VVV vI/ NI/ vI!0 {.% �I! �L �! `✓ \✓ �/ �I, V/•.I/ ��- M H Z L u .L w L J W W y J. �- ✓ v L I I / k 1 - .__. _ .. ... \ ILI 1 u I �' ✓ N v �,, u i 1 l �v N1 L / v- v J w v V' * \ ' * sr CI CHANGE * v L i ( I L w ✓ I L =v u 1 1 Jd 1 _ 1 a. �! m lII/ ILI i re x, MM to . . . . . . W j /r� / mr ! . . . . . l_ .... g -- _ / :, 1 - - 0 •..,.'v - J �! �! �V ! �I; - ... - v v� 1 V 1 i - -- \.. V w i' f / / t, L i I ✓ �r L M/D 4 i `L jt V V v u �1/ .L u L 1= r W —If... i �' w �! v/ ! \ \� \ ---- — -- .......... __..... -.._.. _ �✓ `, tel! �% W ,V �' ti✓ J u `+'� �1., ! Il. i.', i �.�. ....... J i ./ Imo' �'✓ �.L �I� v v� �% �!� — .....� ---1= / i ! T 1 4 'AlIJ/ . '�, / _ ......... ! — �! `,V �✓ J! �' v� �l/ �% �':/ / ! _- 1 _ ! ! j v i ! W I 1! �! �L �/ v; L ,� �% ! �!.! •� J. u �, ! ! 1 — .'..j../_.—.— — ..... --- ....... _ .. J! �V v �L ! �l� �-' J/! v/ �l/ w• , \,. ..+�' _ TURF L r TURF I ._...._..... ! i ! �4' J/ ! \'—__.........._ .._.._.-. �— ....._ - �! ! iii �!! t `J/ �✓ �. J/ �V J/ �V ! 1 J �. I _ L U �; �V �!! �V �L \ /� / \ I !� �! L v y A/ , .............. / \ \ I L V r \ �_ i L L V /'� ' 1 I- J/ I I ` , �-- ; i 1 v! ,L Vit, .L .V ,�: � u J,' J! �/ �!! v v TI \..._. .y ! �L I <! .I; J/ v �;/: L �' � L �' `✓ ✓ Lis I �!!� -./ �L �!/ i �/ � �L �✓ 11 , .V u .L I 1 ........... /' `; � � �! v .� Ji w ! `V IV T 1 I ! !. / \ / I / I. ! �' w v' v 1 0 5 10 20 40 Feet rLLIV ■\, ^ _ L L ✓ L ✓ V t/ ✓ L I ( I �L J f i 1 ---r- L \ Ir 1 ^ L. V u — r --- I --- L L ✓ 7.9 166 _ a Mir ® NEW sssm inn �'�� sari' s, MEN � `ir ter'/ssssi � rirr � a rnis � s� � SEEN � � � � e � � �/ inam � � i� � s, � s � mom 1000 � 10001,�• isM � s� � sssM �Yi 110010 !sem moi- � I � � r � �' s� � sYn s� � 0010111001 s�Y � s' � 2 MATCHLINE SEE SHEET L3.06 File Name: Drawn: BAKERSFIELD SPORTS VILLAGE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Jab No.: 3167 Engineer: LANDSCAPE PLANTING, PLAN L3,05 Date: 07/09/09 Checked By. MML PHASE I i PLANTING LEGEND: Groundcover SYMBOL NAME SIZE QTY DETAIL , y Turf -Per Parks Dept from AG Sod Farms Per Specs �'� SF - ----- � Decomposed Granite Per Specs `� SF _ PLANTING LEGEND: Trees NL ILI All t0 rees are standard branch) unless s otherwise NAME SIZE QTY DETAIL SYMBOL NAME SIZE QTY DETAIL Liquidambar styracrflua 'Rotundiloba' 24' Box 17 A/L3.12 Agave ferdinand-regis x scabra 5 Gal 36 A/L3.12 • Lagerstroemia x faurfei'Natchez' Natchez Crepe Myrtle 24" Box 19 A/L3.12 Agave tequiiana'Sunrise' Tequila Agave 5 Gal 9 AlL3.12 Sunrise Pinus sabiniana Foothill Pine 24" Box 42 A1L3.12 Baccharis pilularis `Twin Peaks' 1 Gal @ 4' O.C. 1770 A/L3,12 Twin Peaks Dwarf Coyote Brush Platanus racemose nia Sycamore CaliforILI 24" Box 88 A/L3.12 Calamagrostis'Karl Foerster' 5 Gal @ 30" O.C. 644 A/L3,12 Karl Foerster Feather Reed Grass � Cercis occidentalis Populus nigra 'Italica! Lombardy Poplar 24' Box 58 A/L3.12 • ysolepis Canyon Live Oak Quercus chrILI 24" Box 24 A/L3.12 Junipatus chinensis'PBtzerlana Compacta 5 Gal @ 30° O.C. 281 A/L3.12 Nicks Compact Pfitzer Juniper Quercus lobate valley Oak 24' Box 1 A/L3.12 Lantana camara'Monine' 1 Gal @ 24" O.C. 755 A/L3.12 ' Quercus suber cork oak 24' Box 50 A/L3.12 Mahonia repens 1 Gal @ 18" O.C. 735 A/L3.12 PLANTING LEGEND: Shrubs and Groundcovers SYMBOL NAME SIZE QTY DETAIL Acacia redolens'Desert Carpet' Desert Carpet Acacia 1 Gal @ 5' O,C. 2422 A/L3.12 # Agave ferdinand-regis x scabra 5 Gal 36 A/L3.12 Sharkskin Agave Agave tequiiana'Sunrise' Tequila Agave 5 Gal 9 AlL3.12 Sunrise 0 Baccharis pilularis `Twin Peaks' 1 Gal @ 4' O.C. 1770 A/L3,12 Twin Peaks Dwarf Coyote Brush � Calamagrostis'Karl Foerster' 5 Gal @ 30" O.C. 644 A/L3,12 Karl Foerster Feather Reed Grass � Cercis occidentalis 15 Gal 24 A/L3.12 Western Redbud O Junipatus chinensis'PBtzerlana Compacta 5 Gal @ 30° O.C. 281 A/L3.12 Nicks Compact Pfitzer Juniper � Lantana camara'Monine' 1 Gal @ 24" O.C. 755 A/L3.12 Spreading Sunshine Lantana Mahonia repens 1 Gal @ 18" O.C. 735 A/L3.12 Creeping Mahonia Mimulus aurantiacus 5 Gal 30 A/L3.12 Sticky Monkey Flower O Muhlenbergia ripens 1 Gal @ 30" O.C. 7620 AA Deer Grass -3.12 Rosmarinus officinalis'Prostratus' 1 Gal @ 24" C.C. 182 glL3.12 Rosemary Phormiurn tenax'Dark Delight' Flax S Gal 27 A/L3.12 Red New Zealand REVISIONS 2 No. DA TE ema TM, am. Mass, am WWI 1000 sms One 0010 =0 MR 100M M000 EMEN wms� sons Issn, som, nams sano INTI TM 00010 Mass 0 10! � 0100 10000 0100 00010 MINNO 1100M I... J v. J V v ' ..03/27/,,09 v. ^ 7- `i% \V J/ \'✓ \V J/\V Jr \i: Ji i � .�.• \V J/ iUi V W \V V V J V \V ^ r: —...... _.... .............. --- - --- J � v J \V \V \V 6' v \V 07 09 09 I 5 '��v1�V �- l J/ � S vE� Wim. A� A 1 vV \'v J,\V J/ \V \V � .!.; J/ _ �..- ^ J/ \V .. J/ J/ \; � \V W \L' \V �'✓ \V , • I i I. Jr \V v,' \✓ � J/ � \V J; \V \V J/ \'/ - • • • N • • • • � J/ � J J; \V J.' `-V v J� `L w \V \V J; W' \1/ Ji J f J \V _ _ �— `V �' Jr \V J; ✓ J/ J; Jr u \L, ..V Jr Jr .V —_.. _..._.__ _.._1 .--- \V J V V J/ , ©ESCRtP TION EPTDESIGN SF \✓ v; Jr Jr \V J/ J/ \li \V J; Jr Jr J% J/ t' \V I I ' • I - . ^ u Jr J Jv J/ J. Jr J;' J/ \V ti% J/ J, \V L' ✓ J' V J V V V V L' v V- I V J J J V \✓ -\VT J/ J/ \V \V u \L \V U J, �` W ( , i' j�../�...\ \ (, /�.I, \% /'�w,,,.:,,,./\. / \.\ '' i /� J J J v J J landscape architecture urban design planningg h v J/ \V J.I \:✓ ,V J; \V' _ V V u ✓ J J w V ✓ v —. '--/' East Cr88ISfr89fo Ste. 201 {x � Wm Pasadena, � _........ ... T 2.79 .2008 F 626.795.2547 � ._ ... ...._. ...... cR� % C L �F www.epf�19fl _ .COn! J W J u U J v V U J I ^ ''!■■!I;;i' _Juwu`v\\vu\uJu,•\\dVVVi!VVVi;;,:�' .... ..I �JJJJ\.'JJJ\vJv�,`1'VVV%VVVlI////;:,-''' _\_—..;..JJU\JJ'uUW\J\�u-\v .VV VVV./////.\.._......_wvJu\J\\wu\\`�\�v�VVVVViV!,%;;.%,', .......JJJv\\J\J\JJ\J\\J`JLVVVVVVVIVV i r;r -;' ...\Jv\\JJJJ\J\JJJWu\W..VvVVVVV ; /r/.;.' ..._\JJJ�\JJv\u\JuJuJvJVVVVVV ii///,//' JJ\`J\JJJJ\`v\JJJJJ\J.JVVVV�VVvVir /, ; //r;' vwJu\JWsJJ\uJvu`JW\✓VV✓'VV// / JJ\JJ\\\.J\\J\\JJVVVVV>VVlVVVVr/ / ///' i! v\\JJJJ�JJJ�JJ\J\JVVVVVV/ //;//'' JJJJu\uJ\W\JJ\yJJ\�VVVVVVi•i/ ; ir/ i `j vJ\\\��\J\�`\J.J`\LI1VVLVVVVV////;'' JJ�J\JJ.J\JJJ`v\JJJv-LVVVVVVV i/./%/,�''' JJJu\J\J\W\�VV✓VvVrr/i/ JJJ\JJ\\JJ\JJJ\\JJVVVVVVVV r ;i/i // JuJJ\JJuuJ\�\\Jy\uVVVLlVV./ ,//'' vuJJ.J\uJJJJ\JvvVVVVVVVvii l // ! h! JvvJ\JJJ`\J\\UIVVVVVV V r/r.;;''' v\\\J`\\JJy'�,VVVVVVVS'✓V/r-,r`' \w\\\JJ�W..V✓!!;I.(r,/;�'\,,'`2:. .',� `'J\JJ\J. VV V ,' JJ\J\\UvVVIi ;/ -_- .._.............._— e -_....._......._ � I /,>\, .r/ .:,��/ •_/�. ..�... ...-....'. .i. __ "'/.._.-.•:. .. •` ..-....,.` :. .. `• . ..• 1. _: ._. —./...... — I ,:�•�_,..•.__ .,�--\—,—_`L.-_ -- / `3 ,— _- _ .-.i— `_--..'.•._.•. \..`_../..�._. _ j._, . .• I —, - •• ... .._.. ... . ; .^ � \ /' i J•JJJ\,JJJJJJJJJJ`VL>l1 .�' y.wJ`J.✓V// y .,!VV . �, u\v JUJvV�; , .✓. Wuf JJJJJ\LV/i .LLVV! JJJ\\JVEirr/.' ; . ., . �\u`�✓ ' % .JJ L4 . w\`Jv\✓,V/ vu VVVViri ...� \J\\JJ_VVVVV/ - V4 .;,. ✓- r ..� ........ ...... OakPer Specs900,000J; \V AG Sod Farms SF400 Area of Paring Lot in Square Feet 124,510 ............. ........... J Total Percentage of Area Shaded: 56% OL \1/ i V It/ V J V ^ Percentageof Evergreen Trees in Paring Lot: 22% \V LEAD TIME ON SOD AND PLANTS ... __ ... 0 5 10 20 40 Feet THE CONTRACTOR SHALL ALLOW A MINIMUM OF 90 DAY LEAD TIME FOR CONTRACT GROWING OF SOD FOR THIS PROJECT LEAD TIME MAY INCREASE AT THE DIRECTION OF CITY STAFF PRIOR TO START OF WORK J; J/7 THE CONTRACTOR SHALL ALLOW FOR CONTRACT GROWING OF SHRUBS AND TREES DUE TO THE QUANTITIES NEEDED, SUBSTITUTIONS SHALL NOT BE ALLOWED 7.9'166 iii s® ns — m ss.\�bm sri sus sir some isms —\V� misli — rift — —J bans MM* i— ONES WON 01000, EMS'' EME ME MME MwL— Now aim agar — mass ones save mass mass — — — ooss ss�—sown J File Name: Drawn: BAKERSFIELD SPORTS VILLAGECITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: LANDSCAPE PLANTING PLAN Date: 07/09/09 Checked By: MML PHASE I ■ �1 L 00" 6 PLANTING LEGEND: Groundcover SYMBOL NAME QTY DETAIL Turf -Per Parks Dept from Decomposed Granite Per Specs SF END: Trees �' \V J/ A/ \V ,V V I�NG ........ �—vs P�LA�OO®Ne^_... ,' \V \V \! J \; ......... \J V .../ 41 J " ILI TURF TURF D \V J/ / \V M \. ........ - - -------- ------- 4_ . . ....... . ........ - J m m w \V J/ J; bLraEncGhhwi Alltrees are standard Irxi speolw oese SYMBOL NAME IZE SIZE QTY DETAIL Liguidambar siyraciflua 'Rotundiloba' 24" Box 17 A/33.12 Agave ferdinand-regis x scabra2, Lagerstroemia x fauriei'Natchez' Natchez Crepe Myrtle 24" Box 19 A/3.12 AgaveContractor END: Trees �' \V J/ A/ \V ,V V I�NG ........ �—vs P�LA�OO®Ne^_... ,' \V \V \! J \; ......... \J V .../ 41 J " ILI TURF TURF D \V J/ / \V M \. ........ - - -------- ------- 4_ . . ....... . ........ - J m m w \V J/ J; bLraEncGhhwi Alltrees are standard Irxi speolw oese SYMBOL NAME IZE SIZE QTY DETAIL Liguidambar siyraciflua 'Rotundiloba' 24" Box 17 A/33.12 Agave ferdinand-regis x scabra2, Lagerstroemia x fauriei'Natchez' Natchez Crepe Myrtle 24" Box 19 A/3.12 AgaveContractor Agave tequilana'Sunrise' Sunrise Tequila Agave Pinus sabiniana Foothill Pine 24"Box 42 A/L3.12 Baccharis pilularis Twin Peaks' Piatanus racemosa California Sycamore 24" Box 88 A/3.12 Peaks Dwarf Coyote Brush Calamagrostis'Kari Foerster S Gal @ 30O.C. 644 A1L3.12Kar �T Populus nigra'Italica' Lombardy Poplar 24" Box 58 A/L3.12 Cercis occidentalis Quercus chrysolepis Canyon Live Oak Box 24 A3.1224" Western Redbud Quercus lobata0) Valley Oak`.V 24"13ox 1 A/L312 Lantana camara'Monine'' 1 Gal @ 24' O.C. 755 A/L3.12Spreading Mahonia repens 1 Gal @ 18" O.C. 735 A/L3.12Creeping bs and GroundcoversPLANTING LEGEND: Shru \V ....... ..... ...._... All shrubs and groundcovers shall not be planted closer than 24" from any hardscape element. specifications. In all shrub and groundcover areas apply 2" layer of redwood mulch per shall submit sample to landscape architect for approval. - ..... _ 3. All clearance data per City of Bakersfield tree planting standards and guidelines. 4. All trees planted within 5' of any hardscape element shall recieve a linear root barrier per -----....... specifications. Number of panels per manufacturers recommendations. SeedetailE,Sheet J. L3.12 for information. ........ 5.The quantities shown are or reference and bid comparison purposes only: Contractor is 'j/' responsible for conducting his own area take -offs and unit counts. \V J 6. If utilities with or shrub the plants are to be planted at the direction of the lities interfere planting, architect. \V \V SHADE CALCULATIONS: Parking Lot Total Number of Large Full Canopy Trees In Paring Lot: 24 I; In Lot. Total Number of Large Half Canopy Trees Parking 44 Total Number of Narrow Full Canopy Trees In Paring Lot: 36 Total Number of Narrow Half C an py Trees I Party g Lot: 10 . . . . Large Tree Canopy Diameter In Feet (15 Years) 40f(1257sqft) V co Narrow Tree Canopy Diameter In Feet (15 Years) 20ft(315sqft) ........ Area Shaded 70,737 SYMBOL NAME SIZE QTY DETAIL Acacia redolens'Desert Carpet Desert Carpet Acacia 1 Gal @ 5' O.C. 2422A/1-3.121. Agave ferdinand-regis x scabra2, 5 Gal 36 A/1-3.12Sharksan AgaveContractor Agave tequilana'Sunrise' Sunrise Tequila Agave S Gal 9 A/L3.12 Baccharis pilularis Twin Peaks' 1 Gal @ 4' O.C. 1770 A/L3.12Twin Peaks Dwarf Coyote Brush Calamagrostis'Kari Foerster S Gal @ 30O.C. 644 A1L3.12Kar Foerster Feather Reed Grass Cercis occidentalis 15 Ga( 24 A/1-3.1241 Western Redbud zCanpacta5 Nicks CompactPfilzer Juniper tlandscape Gal @ 30" O.C. 281 Al3,12 0 Lantana camara'Monine'' 1 Gal @ 24' O.C. 755 A/L3.12Spreading Sunshine Lantana Mahonia repens 1 Gal @ 18" O.C. 735 A/L3.12Creeping Mafonia Mimulus aurantiacus 5 Gal 30 AL.12 Sticky Monkey Flower ODeer Muhlenbergia rigens Grass 1 Gal @ 30" O.C. 7620 AU.12 Rosmarinus oficinalis'Prostratus' Rosemary 1 Gal @ 24' O.C.182 A1L3.12 r Phormium tenax'Dark Delight GalTotal 27 A/L3S .12Red New Zealand Flax