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HomeMy WebLinkAbout1.5-6853 Ph 2 - 5WALL LANDSCAPE TREATMENT TRACT 6853 PHASES 2 - 5 CITY OF BAKERSFIELD BAKERSFIELD, GENERAL NOTES CALIFORNIA 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, COVER SHEET L -2 THE CITY OF BAKERSFIELD PARKS DEPARTMENT AND LAYOUT L -3 CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. LAYOUT sDa L -4 PARKS DEPARTMENT: 326 -3354. LAYOUT 0 af 0) L -5 CONSTRUCTION INSPECTION DEPARTMENT: 326 -3049. NOTES NO STREET > PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, ALL UTILITIES, POWER L -6 AND WATER, SHALL BE INSTALLED AND FULLY OPERATIONAL. LAYOUT L -7 2. THE IRRIGATION LINE BETWEEN THE MAIN AND THE BACKFLOW DEVICE LAYOUT L -8 AND THE ELECTRICAL LINE BETWEEN THE PG &E SERVICE AND THE METER LAYOUT MUST BE INSPECTED AND APROVED BY THE CITY BUILDING DEPARTMENT: 326 VICINITY MAP -3727 3. WHEN LANDSCAPE AND WALL PLANS ARE SUBMITTED FOR FUTURE CONSTRUCTION SITE LINE EASEMENT AND RELOCATION OF IMPROVEMENT (WALL AND TREES) WILL BE REQUIRED. (MUNI CODE 17.08) 4. INSPECTION IS ALSO GIVEN 24 HOURS NOTICE PRIOR TO THE START OF CONSTRUCTION. HWY 58 5. THE TOTAL SQUARE FOOTAGE OF THIS PROJECT AS MEASURED FROM BACK OF SIDEWALK TO BACK OF WALL IS 7,924 w THE TOTAL SQUARE FOOTAGE OF THIS PROJECT AS MEASURED FROM BACK m w I-- MAX w OF CURB TO BACK OF WALL IS 15,848 GREEN ACRES DR. = w o > m GREEN F THE TOTAL SQUARE FOOTAGE OF THIS MEDIAN ISLAND FOR THIS TRACT o = OLEO Is 0 Q 6. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD HOLLAND ST. 0 U PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION ENGER ST, AGREEMENT, SECURITY BASED UPON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE ° SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. GLENN ST. U.J TELSTAR AVE BENCHMARK USED: TOP OF CONCRETE MONUMENT AT NORTHEAST CORNER OF TRACT 5869 UNIT 3, MAP BK. 45, PG. 108 (INTERSECTION OF EAST LINE OF TRACT BOUNDARY AND BRIMHALL ROAD). ELEVATION = 373.47 (CITY OF BAKERSFIELD DATUM) 0 U- PROJECT SITE o QROFESS /pN�l W. PpRrF'P * RCE 33448 yF Jj9T� C/V1L������ OF CAl DESIGNER'S CERTIFICATE I hereby certify that plans and specifications comply with City of Bakersfield ordinances, standards, and design criteria, and that they include all improvement requirements of the Advisory Agency or other review board. I am responsible for all calculations and drawings on these plans and any errors, omissions, or violations of those ordinances, standards, and design criteria shall be corrected during construction. 2-3-/ DESIGNER'S SIGNATURE: FRED W. PORTER R.C.E. 33448 DAI E REVIEWED BY: CITY OF BAKERSFIELD - PARKS & RECREATION DEPARTMENT DATE REVIEWED BY: CITY OF BAKERSFIELD TRAFFIC ENGINEER IC t APPROVED BY: NICOLAS G. FIDLER, PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIE R.C.E. #61069, EXP. 12 -31 -16 APPROVED BY CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENANCE N.S. SHEET SCHEDULE L -1 COVER SHEET L -2 LANDSCAPE LAYOUT L -3 LANDSCAPE LAYOUT sDa L -4 LANDSCAPE LAYOUT 0 af 0) L -5 SCHEDULS, NOTES NO STREET > & SECTION L -6 IRRIGATION LAYOUT L -7 IRRIGATION LAYOUT L -8 IRRIGATION LAYOUT L -9 BLOCK WALL INFORMATION NORTH L -10 DETAILS L -11 SPECIFICATION �y r [a u Z W co L'",Q U) �W U Q H I W Q U U� ? � Q I Z � Q O O'JIUI Z LL J W LL elf ZI� W � m REVISIONS DATE: 01/30/2015 JOB NO.: 201309.031 DRAWN BY: RA SHEET NO. L� 1 1 OF 11 V coW O ' V^ Co N- CO co I N Co d' O Nt LO Cfl N- CO co M V- co z O LL Q U 0 J W LL U) W Q m N� LL D O U m J Q Q O 00 O O N F- U W F- U CY_ Q W CL Q 0 U) 0 z Q J Q J C/) Q W Q 0 J L.L MATCH LINE 'A' o 0 i • L0O _w Q> O O w MATCH LINE lal MATCH LINE m LANDSCAPE LAYOUT 1 " =20' 2 1111 5 N + co I I° 0 ,+ ico I I I I I I I I° 0 + I I i I I I I + IN r I I I I i i I I o 0 r .w U-)O w") co w Q> =O a_ 0� O F- w ESSlp` .PQ.�e Z W co U') co U) ry w 0 :2 U- 0 CD' ~ W U Q H I U �D ZzQ Z QJ� LLJw J LL of Z W 3 co REVISIONS DATE: 01/30/2015 JOB NO.: 201309.031 DRAWN BY: RA 1. - 6 K3 SHEET NO.: L�2 2 OF 11 0 00 C) UJ (D r (o (D l%ft-/ x LL N C� d- C) Lo r CO co C� r (y) Q z o LL Q U D J w LL U) w Q 0o D O U m J Q O O 00 0 0 1 U w 2 U Q w n Q U r) z J Q J uj Q w Q Q n J Q MATCH LINE 'C' MATCH LINE 'B' r N i N I 1 i I i O O r i N I 0 O O } r i t r ti N co r I A LAYOUT Q O w O w O z O W PROJECT LIMIT N MATCH LINE 'C' �20' 0 Q O M 0 W U) W Q � 20 O W 19 Wrn No. C 33448 J f clv \, , OF Ci�,�`�� Z W M 00 0I ry U) ~ W U Q H I W Q U U� Z �% Q L. Z � Q O J O IUD Q J D L-Jw Q co Z' Q w =�Q o m REVISIONS DATE: 01/30/2015 JOB NO.: 201309.031 DRAWN BY: RA SHEET NO.: L�3 3 OF 11 offil Q O co C] LCD (D r Q Q PA L c C e L C Z W co Lo �W U U) Q H I W Q U U� Z 7 Q _I L z � Q O LL O J � IU Q � O � W LL i Q � ZI�> LL _ ` Q O, � REVISIONS ,0, a!i z Y J Q U J LL! LL Cn tY W Ise Q m H cy- O U m J Q O O CD C C C C E L F DATE: 01/30/2015 JOB NO.: 201309.031 DRAWN BY: RA SHEET NO.: L�4 4 OF 11 i t i 1, s - (o�-s3 Pk�rs O 00 O 1 IT-, co co C' N co O I d' co Ir- CU co Z W M �I ~ W U H I W Q Lo ry U U) U� ? 7 Q _I L z U) Q O OI J IUI z LL � D J w Z W O ) 3: Q m REVISIONS DATE: 01/30/2015 JOB NO.: 201309.031 DRAWN BY: RA SHEET NO.: L�5 5 OF 11 co co Ir- co O Q Z ry O LL J Q U O J W_ LL C) W Q m CL' O U m J Q 0 O 00 O O O N U W TZ U ry Q LLI n Q U D Z Q J Q rJ vJ Q LCLI G Q C) Q 2 n J �Q L.L i j A6�f3 P a -f Z W co LI) 00 U) H U H I W Q U U� ? 7 Q IL z w� � O 2 U- =J Q N� IUI J D J J W ZI� W � � m REVISIONS DATE: 01/30/2015 JOB NO.: 201309.031 DRAWN BY: RA O 00 O 1 r X LL N Cfl d' O 1 'd' Lo O r O C0 C`7 co C O Q z x O LL J Q U O J W_ LL C) W Y Q 00 I- O U m J Q 0 O 00 00 0 H U W 2 U Q W Q U U) 0 Z Q J Q J Q w Q Q SHEET NO.: L-6 J QN ct 6 OF 11 ell MATCH LINE 'C' I I SLEEVES - PROVIDE 1 EA. I I 2" & 4" SCH. 40 PVC FOR I WIRE AND WATER, TYP. i I � N N MATCH LINE 'B' O O i N -1 1/2" 5 � r Q ry o O j Q w o > -1 1/2" I O w O H J w 0 o 0 �4 I N 1 00 I T SLEEVES - PROVIDE 1 EA. 2" & 4" SCH. 40 PVC FOR WIRE AND WATER, TYP. I I PROJECT LIMIT MATCH LINE 'C' IRRIGATION LAYOUT 1 " =20' I I + I I N f, cy) Q w Uw Q> �O O J w _EEVES - PROVIDE 1 EA. & 4" SCH. 40 PVC FOR 'IRE AND WATER, TYP. C-2� W P R �N33441 l ' �F H Z W MH (.0 00 � ui fy [�m REVISIONS DATE: 01/30/2015 JOB NO.: 201309.031 DRAWN BY : RA SHEET NO.: L�7 7 OF 11 O 00 O I c� C� C0 X LL N O O I It Lo CD r M O Q z O LL J Q U 0 J w LL U) w Q m D O U m J Q 0 O O 00 O O N I— U w U I..L w Q U C) 0 z Q J Q J U) Q Cw G Q Q ^2 t1 J Q /, ss - 6 tS 3 PA- �- —S w i Q U U� Z % IL Q Z O O LL J IUI N� Z � J � D W LL Crf ZI� � W m REVISIONS DATE: 01/30/2015 JOB NO.: 201309.031 DRAWN BY : RA SHEET NO.: L�7 7 OF 11 O 00 O I c� C� C0 X LL N O O I It Lo CD r M O Q z O LL J Q U 0 J w LL U) w Q m D O U m J Q 0 O O 00 O O N I— U w U I..L w Q U C) 0 z Q J Q J U) Q Cw G Q Q ^2 t1 J Q /, ss - 6 tS 3 PA- �- —S � I IA NI IA NI 1/1 NI CJ i A -I A 2 BELMAC AVENUE ' - - - -- - - - - - - - - - - - - - -L- - - - - - -- - -- - - - - - - - - - - - - - - - IRRIGATION I AYnHT -SUMP 1 " =20' ROf ESS /p Pp9�'�l``y rn * No. C 33448 �j C rr 1f \ 9rE OF Z W co co 0I Ury cn Q F- I W Q U U� ? 7 Q IL z W Q O LL o J � J z LL� o J W LL ZI� W Q O m REVISIONS DATE: 01/30/2015 JOB NO.: 201309.031 DRAWN BY: RA SHEET NO.: L�8 8 OF 10 r co co X Q QD O co F'o, co r Q Z ry O LL J Q U O J W_ LL W Q m D O U m J Q C) O 00 0 0 0 N U W� H 2 U Q W a a U D Z Q J Q J Q W Q D a z a J Q /. - ( e93 oak a- -s- Z W M lf) co ~I U H ry U) I W D.. Q U U� ? 7 Q IL z wQ ry, O � � J �� ICI z ��o J w LL co I Z� W 0 m REVISIONS DATE: 01/30/2015 JOB NO.: 201309.031 DRAWN BY: RA SHEET NO.: L�9 9 OF 11 V4 r CD X Q LL N d' O Lo C0 N- Qo C`7 Ir- C'7 _Q Z O LL Q U Q J W_ LL (f) w Q co F— O U m J Q O O °O U LI U Q LLI n Q U M Z J Q J C!) Q w G Q C) Q ^Z L.L J Q (• L5- 1 6 V V 2 //X a- Gaffma w F OFIm CAWN LM: FENCE DR WOOD FE7GE 1 05' RAD. (IFF" I.0' (ZSIrm) I TYPICAL ALL SIDES (SEE NOTE A3) 9OY 40 Fb. (TURF) (0231T) (OZi1rJ GRADE 6D' (ISORm) TICK -' �� ARTHPLT® CONCRETE MOW STRIP MOW STRIP AT CHAIN LINK ��A���G� BLOCK WALL. OR FENCE APPROVED WATERPROOFI ON LOT SIDE I LOT 05' RAD. /15RH /� GRADE TYPICAL TOP 5DEi 2A' (50nm) 4A• (SEE NOTE ILj)� F (023R) COMPACTED R;= \ EARTH GRIADE 6.0' (I50nw - FOOTIN6 THICK CONCRETE MOH STRIP SECTION BLOCK WALL OR FENCE R =q O� PLASTER PLAN MOW 5TRIP AT WALL AND FENCE SHT " OF 14 05' 05' RAD. (FvwT INISFSD� (O.F.SIf) TYH1CAL ALL 5101:5 GRADE L__L_ Offin) (5EE NOTE 13) MOH STRIP NI CONCRETE MOW STRIP SEPARATE TURF FROM PLANTER 05' RAD. (&Wi TYPICAL TOP 54DM B MIN - 2% MAX FALL AWAY FROM PAY6ROLD SAD 5'- OYISII) - LAM LOT 40'(D.Y�4l + .0 -f f� (02+) V. (02nd - [_ COMPACTED EARTH O PLAYGROUND SIDEWALK NOTES: I. COOTMT A PUP SCORE J TNT (17 AT EVERY FENCE F05T AND EVERY 15'(4" ON ALL OTHER CONCRETE WALES. 2 ALL AFEA6 TO RECEIVE CONCRETE SHALL EE COMPACT® TO 110% RELATIVE DENSITY FOR A DEPTH OF 03' 050RRRU OR AS APPROVED BY THE RECREATION AND PARKS DIRECTOR 3. TOP OF MCA STRIP SHALL EE ICY (25"W ABOVE FINISHED GRADE HEN ADJACENT TO TLRF AND 20 (50raRt ABOVE FINISH® GRADE HEN ADJACENT TO MNfER 4. YNBE THE 6RADE ON TIE LOT SIDE OF THE HALL. 15 HIGHER THAN THE 6RADE ON THE STREET SIDE OF THE HALL, HATER PROOFING 15 FWMED. SEE CITY STANDARD SHEET LA DETAIL 61 FOR WATER PROOFING R152ME•EN15. 5. A qA' (023Rd WIDE CONCRETE MOW STRIP 15 REOIfMID FOR ALL LAN AREAS ADJACENT TO AN EXISTING OR PROPOSED FB1G&WALL F CITY STANDARD SHEET L -11, DETAIL W 4 N' 6. ANY AND ALL CHAN515 FROM THIS STANDARD DETAIL SHEET SHALL EE APPROVED BY THE BATON AND PARKS DIRECTOR PRIOR TO GONG RUCT10N. 1. ALL CONCRETE SHALL EE CLASS 'B° IN A"ORPAWZ NTH CITY 5TNDARD5, THE LATEST EDITION OF SECTION 13 OF THE STANDARD SPECIFICATION, AND AS APPROVED BY THE RFDREATIOH NO PATENS DIRECTOR 6. MOW STRIP ALONG HALL SNA L INCT-UDE PLASTER q. MON STRIP SNARL BE I6TALLED AT ALL PROPERTY LIES. CITY OF BAKERSFIELD REVISIONS DETAIL FOR CONCRETE MOW STRIPS & PLAYGROUND SIDEWALK APMROVFD RCF.XXXXX DATE PLAN NO. ;11 POR LAfv5 N& CSC DETAIL OF MAN r Z � THESE LMITS SHALL SE ENTIRPLY °JDPIPACED MAJOR ARTERIAL WITH APPWOJ®E HARD SLRFAOE TREATMENT. USE 0R GOUECTOR OF TREES OR OTHER FEATURES MAY EE LIMITED (SEE NOTE $3 ON rEXPA _" LOOP OR ELL (5T) LINE {O7 171 r � jD Nro D LANDSCAPING, LIMI115 WITHIN MEDIANS .45 SHEET FOR ALL 5. (FINISHED GRADE r i s Emit o -i EXTRA 7 CONTROL - I � ROBE A e I 70tE e O ZOMaS G _ I -,`„ HARD 5URFACE TREATMENT: DENOTE5 HIRE REZILIANT 15% MAX. PLANTER AREA 5URFAGE TREATMENT I A5 APPROVED BY I I j WIRE .s (LINE Rm T COMMON DETf 4 QF MVIAN PARKS DIRECTOR I. A 15' KK BOF47M OF HARD SNRFAGE TREATMENT 5 R EC IR.ED ADJACENT TO TM BACK OF CORRB TROIGHOUT ZONE 8. V HIRE (C ------- 4. NO "NUS HILL BE ALLOH P IN PLANTER AREA WITHOUT PRIOR APPROVAL OF RECREATION AND PAI;" DIRECTOR FEMALE ADAPTER PVC - 4D PVC - 4D' (O. 6. SPRAY HEAD' TYPE IRRI6ATION 1W)IRFS THE 15 HARD 51MACE TREATNEM ALONG THE PHZIHETER OF THE PLANTER TO BE ELOPED WARD TOH ARP THE PLANTER AT 2%. PAST NIPPLE (Tr) 6. COLOR OF GONGiE E OR OTER HARD SRFACE TREATMENT SHALL BE DET92FBMED M CONSULTATION NTH THE RECREATION AND PAWS DIRECTOR o O OR cRCLLAR CAlFN6URATIO6 A5 LOG AS GONFAIAENT OVERHEAD IRRIGATION S ACHIEVED. b. INSTALL HONER RAMP AT ALL M$DINN BTEAK51PMAMY AT LEFT TM POCKETS ADJACENT TO LAM AW --A5) ADD THREADED LION 12. MON RAMP RECURED ON ALL ELY OF MEDUN5. (2 MON RAt4P5 PER 15L-AHD) 1/4' PER FT 1 /4"PER PT V4_Pe_R I/4' PEt FT 5CS9N,E 60 SEE DETAL'W (RAN VIEW 5 FOR VALVE I- I!2•.sOD SECTION A -A SEC, ITIOO I_B- BI�� -B SECTION G-G THIS SHEET INSTALLATION - DETAIL A NIPPLE (I'M - INSTALL TREES CITY OF BAKERSFIELD MAIN MAIN PLAN VIEW HALL 5HALL NOT EXCEED I A' (03R). LINE LINE BRICK ALL TRIES RAM IN LAW AREAS. 5. ALL IRRIGATION CONTROL HIRES (CONTROL AND COMMON) SHALL O REMOTE CONTROL VALVE BE 14 64AEE UL. 5WA.E STRAW COPPER IRE, TAPED AND STANDARD REVISIONS pIDLED AT 0' (SOAR) INTERVALS AND FLAILED TEAR TIE PLAN NO. SHT . � c7 _ OF _L FOSATION MAXINE AT THE 3 O'CLOCK POSITION NOTE5: L-12 %MOVFD RC 'F XXXXX DATE SEE CITY STNDARVS SLEET L -2. PARAUB ALONG THE EDGE OF HARD SUFALE L USE TEFLON ON ALL THREADED JOINTS. 6. ALL ARE CONNECTIONS SHALL BE WATERPROOF AND APPROVED BY THE RECREATION AD PARKS DIRECTOR SPLICES WILL NOT CITY OF BAKERSFIELD SHT I OF _.._4. CITY OF BAKERSFIELD LANDSCAPE AND IRRIGATION LEGEND REVISIONS 5HALL EE SLFWL.E 40 PVC. PARKS DIRECTOR THE APPROVED SPLICES HILL REGM THE TYPICAL LANDSCAPE WALL USE OF A SPLICE BOX STANDARD PLAN NO. L -1 1PPR111FD RCP. XXXXX +.. 3. ALL W16ATION CONTROL VALVES SHALL EE PLACED IN A PLASTIC, Gaffma w F OFIm CAWN LM: FENCE DR WOOD FE7GE 1 05' RAD. (IFF" I.0' (ZSIrm) I TYPICAL ALL SIDES (SEE NOTE A3) 9OY 40 Fb. (TURF) (0231T) (OZi1rJ GRADE 6D' (ISORm) TICK -' �� ARTHPLT® CONCRETE MOW STRIP MOW STRIP AT CHAIN LINK ��A���G� BLOCK WALL. OR FENCE APPROVED WATERPROOFI ON LOT SIDE I LOT 05' RAD. /15RH /� GRADE TYPICAL TOP 5DEi 2A' (50nm) 4A• (SEE NOTE ILj)� F (023R) COMPACTED R;= \ EARTH GRIADE 6.0' (I50nw - FOOTIN6 THICK CONCRETE MOH STRIP SECTION BLOCK WALL OR FENCE R =q O� PLASTER PLAN MOW 5TRIP AT WALL AND FENCE SHT " OF 14 05' 05' RAD. (FvwT INISFSD� (O.F.SIf) TYH1CAL ALL 5101:5 GRADE L__L_ Offin) (5EE NOTE 13) MOH STRIP NI CONCRETE MOW STRIP SEPARATE TURF FROM PLANTER 05' RAD. (&Wi TYPICAL TOP 54DM B MIN - 2% MAX FALL AWAY FROM PAY6ROLD SAD 5'- OYISII) - LAM LOT 40'(D.Y�4l + .0 -f f� (02+) V. (02nd - [_ COMPACTED EARTH O PLAYGROUND SIDEWALK NOTES: I. COOTMT A PUP SCORE J TNT (17 AT EVERY FENCE F05T AND EVERY 15'(4" ON ALL OTHER CONCRETE WALES. 2 ALL AFEA6 TO RECEIVE CONCRETE SHALL EE COMPACT® TO 110% RELATIVE DENSITY FOR A DEPTH OF 03' 050RRRU OR AS APPROVED BY THE RECREATION AND PARKS DIRECTOR 3. TOP OF MCA STRIP SHALL EE ICY (25"W ABOVE FINISHED GRADE HEN ADJACENT TO TLRF AND 20 (50raRt ABOVE FINISH® GRADE HEN ADJACENT TO MNfER 4. YNBE THE 6RADE ON TIE LOT SIDE OF THE HALL. 15 HIGHER THAN THE 6RADE ON THE STREET SIDE OF THE HALL, HATER PROOFING 15 FWMED. SEE CITY STANDARD SHEET LA DETAIL 61 FOR WATER PROOFING R152ME•EN15. 5. A qA' (023Rd WIDE CONCRETE MOW STRIP 15 REOIfMID FOR ALL LAN AREAS ADJACENT TO AN EXISTING OR PROPOSED FB1G&WALL F CITY STANDARD SHEET L -11, DETAIL W 4 N' 6. ANY AND ALL CHAN515 FROM THIS STANDARD DETAIL SHEET SHALL EE APPROVED BY THE BATON AND PARKS DIRECTOR PRIOR TO GONG RUCT10N. 1. ALL CONCRETE SHALL EE CLASS 'B° IN A"ORPAWZ NTH CITY 5TNDARD5, THE LATEST EDITION OF SECTION 13 OF THE STANDARD SPECIFICATION, AND AS APPROVED BY THE RFDREATIOH NO PATENS DIRECTOR 6. MOW STRIP ALONG HALL SNA L INCT-UDE PLASTER q. MON STRIP SNARL BE I6TALLED AT ALL PROPERTY LIES. CITY OF BAKERSFIELD REVISIONS DETAIL FOR CONCRETE MOW STRIPS & PLAYGROUND SIDEWALK APMROVFD RCF.XXXXX DATE PLAN NO. ;11 POR LAfv5 N& CSC DETAIL OF MAN TOP OF VALVE BOX 25 (0.16W TEE (55T) MAIN THESE LMITS SHALL SE ENTIRPLY °JDPIPACED MAJOR ARTERIAL WITH APPWOJ®E HARD SLRFAOE TREATMENT. USE 0R GOUECTOR OF TREES OR OTHER FEATURES MAY EE LIMITED (SEE NOTE $3 ON rEXPA _" LOOP OR ELL (5T) LINE NOTES: LANDSCAPING, LIMI115 WITHIN MEDIANS .45 SHEET FOR ALL 5. (FINISHED GRADE ' EXTRA 7 CONTROL - I � ROBE A e I 70tE e O ZOMaS G _ I -,`„ HARD 5URFACE TREATMENT: DENOTE5 HIRE REZILIANT 15% MAX. PLANTER AREA 5URFAGE TREATMENT I A5 APPROVED BY I I j WIRE .s (LINE Rm T COMMON DETf 4 QF MVIAN PARKS DIRECTOR I. A 15' KK BOF47M OF HARD SNRFAGE TREATMENT 5 R EC IR.ED ADJACENT TO TM BACK OF CORRB TROIGHOUT ZONE 8. V HIRE (C 3. HARD SURFACE TREATMENT ONLY MST EE INSTALLED NO THE MNMM MOTH DOES NOT OCCUR FOR 50 COS15 IVE FEET. 4. NO "NUS HILL BE ALLOH P IN PLANTER AREA WITHOUT PRIOR APPROVAL OF RECREATION AND PAI;" DIRECTOR FEMALE ADAPTER PVC - 4D PVC - 4D' (O. 6. SPRAY HEAD' TYPE IRRI6ATION 1W)IRFS THE 15 HARD 51MACE TREATNEM ALONG THE PHZIHETER OF THE PLANTER TO BE ELOPED WARD TOH ARP THE PLANTER AT 2%. PAST NIPPLE (Tr) 6. COLOR OF GONGiE E OR OTER HARD SRFACE TREATMENT SHALL BE DET92FBMED M CONSULTATION NTH THE RECREATION AND PAWS DIRECTOR o O OR cRCLLAR CAlFN6URATIO6 A5 LOG AS GONFAIAENT OVERHEAD IRRIGATION S ACHIEVED. b. INSTALL HONER RAMP AT ALL M$DINN BTEAK51PMAMY AT LEFT TM POCKETS ADJACENT TO LAM AW --A5) ADD THREADED LION 12. MON RAMP RECURED ON ALL ELY OF MEDUN5. (2 MON RAt4P5 PER 15L-AHD) 1/4' PER FT 1 /4"PER PT V4_Pe_R I/4' PEt FT 5CS9N,E 60 SEE DETAL'W (RAN VIEW 5 FOR VALVE I- I!2•.sOD SECTION A -A SEC, ITIOO I_B- BI�� -B SECTION G-G THIS SHEET INSTALLATION - DETAIL A NIPPLE (I'M - INSTALL TREES CITY OF BAKERSFIELD MAIN MAIN PLAN VIEW HALL 5HALL NOT EXCEED I A' (03R). LINE LINE BRICK ALL TRIES RAM IN LAW AREAS. 5. ALL IRRIGATION CONTROL HIRES (CONTROL AND COMMON) SHALL O REMOTE CONTROL VALVE BE 14 64AEE UL. 5WA.E STRAW COPPER IRE, TAPED AND STANDARD REVISIONS pIDLED AT 0' (SOAR) INTERVALS AND FLAILED TEAR TIE PLAN NO. SHT . � c7 _ OF _L FOSATION MAXINE AT THE 3 O'CLOCK POSITION NOTE5: L-12 %MOVFD RC 'F XXXXX DATE SEE CITY STNDARVS SLEET L -2. PARAUB ALONG THE EDGE OF HARD SUFALE L USE TEFLON ON ALL THREADED JOINTS. 6. ALL ARE CONNECTIONS SHALL BE WATERPROOF AND APPROVED BY THE RECREATION AD PARKS DIRECTOR SPLICES WILL NOT CITY OF BAKERSFIELD REVISIONS 2. ALL NIPPLE!, SHALL BE SC+6ALE W PAC. ALL FITTINGS BE ALLOYED UNLESS APPROVED BY THE RECREATION AND PLAN NO. 5HALL EE SLFWL.E 40 PVC. PARKS DIRECTOR THE APPROVED SPLICES HILL REGM THE TYPICAL LANDSCAPE WALL USE OF A SPLICE BOX rr 11'rRUVIT III F XXXXX Dolt 3. ALL W16ATION CONTROL VALVES SHALL EE PLACED IN A PLASTIC, OR FENCE SCREEN HIRZATIM CONTROL VALVE BOX WITH VALVE D TAG, . THE TOP OF 7, MAINTAIN 20 (ObW 5EIRMATION WrOM RB47M 1. TAMET' PER 5 GAL (164 U 6 -TNU15 PER OF Oh-M SLOPE, OR STEPPED TO MEET MEW WWREPEM5 THE VALVE BOX SN II EE 2A• (T.DDRR) 6EOH FITS O GRADE IN TIRF CONTROL VALVES (MPER.IE TO CBNTERLI S) HEN MORE THAN STANDARD AND 2D' (Sam) ABOVE FINISHED GRADE M RANTER AREA THE ONE VALVE 15 INSTALLED N THE SINE LOCATION. PLASTIC F-OLIOHN6 VALVE BOXES AND LIPS OR APPROVED FSIIAL MST BE ABLE TO REPLACE VALVE HTHWf CUTTING AS DIRECTED EY CITY EGRffiR T. ARY ND ALL DEVIAT70N8 FROM THIS STANDARD SFWl BE ARE DEEMED ACCEPTABLE. ANY DEVIATION FOR THE ACCEPTED 5OXE5 MWATHON LIE$ OR MOVING BOX L-13 AND L05 138,0101 MIST EE APPROVED BY THE RECREATION AND PARKS D. HERE POSSIBLE, LOCATE VALVES IN THE PLANTER ARE06. DIRECTOR . +. RCE: XXXXX w x 6O' X 6' (O.!5 n x 02n x O.AW MOCKS SINGLE VALVE5: NDS PRO SERIFS WXIq" q. ALL IRRIGATION INSTALLATIONS 5HALL EE IN ACCORDANCE ATF1 MAN.FAOTUZat5 MG, TAB.11: 60FORUGATE D VALVE BOX WITH BOLT Da'C'NN COVER, CITY STANDARDS, THE LAT15T APPRTV® EDITION OF THE INFORM O UICK COUPLER: NVkS PRO SERIES IO' ROUND FU BIN5 CODE, MANLPALTURV;* REGOMENDATIONS, SECTION 6 NOTE 6i q. HATER PROOF SLRFACIN6 NTH 025' (6OW THICK CORFU ATEV VALVE BOX WITH BOLT DOYNR COVER, 20 OF THE 5TADARD SPECIFICATIONS, AND AS DIRECTED BY THE REti(EATION AND PARKS DIRECTOR CITY OF BAKERSFIELD REVISIONS WIRE PULL BOX: NIPS PRO SERIES 15 "X20" .TAW HI TREE W ITHOTA RELTMSULAR VALVE BOX WITH BOLT DOWN DOVER I0. ALL MATERIALS USED 5HALL BE NEW AND FREE FROM DEFECTS, DETAILS FOR TOP MOUNT, STAINLESS STEEL REVISIONS 4. INSTALLATION OF EXTRA IRRIGATION CONTROL HIRE FROM II. ANY AHD ALL CHANGES SHALL BE APPROVED 5Y THE RECREATION 10. SEE APPROVED LA PSCAPEAARI6ATICN R-Am FOR IRRIGATION CONTROL COOK TO R0107E CONTROL VALVE 15 AND PARKS DIRECTOR PRIOR TO IMPLEMENTATION. LANDSCAPE DETAILS FOR MEDIAN REWRED FOR EARN MANFOLD WVLE OF VALVES). EXTRA SPECFV MOM NMEER5. 5M KANI FACTMR, AND HIRE L BE A DIFFERENT COLOR THAN THE ONE USED TO 12.5M APPROVED LAW%APEMIOATION PLA6 AND LEGENDS STANDARD 10 FOOTINGS SHALL NOT EXCEED THE MOTH SHORN ON THE OPERATE VALVES. (ONE COLOR FOR ALL VALVE HIRE5 t ONE COLOR FOR SPECIFIC FIOM W45 M, SIZE, aWMTY, KWACMIRIS tS PLANTER WALL, AND RETAINING WALLS PLAN NO. FOR ALL EXTRA HRE5J AND PENPGRMAWE IM. 1111 'TI _ RECREATION AID PARKS 12. ALL MATERIAL USED SHALL BE HEN NIP FREE FROM IMPERFECTIONS. R ' DIR5=1k CITY OF BAKERSFIELD REVISIONS 13. SEE APPROVED LANDSCAPE AND IRRIGATION PLANS AND LE6ED5 LAVAL CITY OF BAKERSFIELD SHT 3 OF _La FOR SPECIFIC MODEL W 3M SIZE, GUANITY, MANUFACTURER, MALE IRW6ATTO1 CONRa yj DETAILS FOR REMOTE CONTROL VALVES H� REAR THE KAM AND PERFORMANCE REWR@ET5. PLACE MAW4MYQFS b - BUDLW AND TAPED AT DETAILS FOR POTABLE L -J Q M. NO OTHER CONDUIT OR PIPING MAY EE ALLOW REAR THE MAM LIE Ia ODW NTENAL5. 1PPR04FD RCE x"xx r,,7 TR1E STANDARD TOP OF GRADE AT BAST W' (0.4M) OR THE DEPTH OF THE FOOTING, HICNEVER 6 LESS. POSITION 3 On= P05ND011 PLAN NO. 4 O h &JLTIPLE LINE5 SHT 6 OF 14 L -6 CITY OF BAKERSFIELD 1PMOVFD RCE XXXXX DATE Gaffma w F OFIm CAWN LM: FENCE DR WOOD FE7GE 1 05' RAD. (IFF" I.0' (ZSIrm) I TYPICAL ALL SIDES (SEE NOTE A3) 9OY 40 Fb. (TURF) (0231T) (OZi1rJ GRADE 6D' (ISORm) TICK -' �� ARTHPLT® CONCRETE MOW STRIP MOW STRIP AT CHAIN LINK ��A���G� BLOCK WALL. OR FENCE APPROVED WATERPROOFI ON LOT SIDE I LOT 05' RAD. /15RH /� GRADE TYPICAL TOP 5DEi 2A' (50nm) 4A• (SEE NOTE ILj)� F (023R) COMPACTED R;= \ EARTH GRIADE 6.0' (I50nw - FOOTIN6 THICK CONCRETE MOH STRIP SECTION BLOCK WALL OR FENCE R =q O� PLASTER PLAN MOW 5TRIP AT WALL AND FENCE SHT " OF 14 05' 05' RAD. (FvwT INISFSD� (O.F.SIf) TYH1CAL ALL 5101:5 GRADE L__L_ Offin) (5EE NOTE 13) MOH STRIP NI CONCRETE MOW STRIP SEPARATE TURF FROM PLANTER 05' RAD. (&Wi TYPICAL TOP 54DM B MIN - 2% MAX FALL AWAY FROM PAY6ROLD SAD 5'- OYISII) - LAM LOT 40'(D.Y�4l + .0 -f f� (02+) V. (02nd - [_ COMPACTED EARTH O PLAYGROUND SIDEWALK NOTES: I. COOTMT A PUP SCORE J TNT (17 AT EVERY FENCE F05T AND EVERY 15'(4" ON ALL OTHER CONCRETE WALES. 2 ALL AFEA6 TO RECEIVE CONCRETE SHALL EE COMPACT® TO 110% RELATIVE DENSITY FOR A DEPTH OF 03' 050RRRU OR AS APPROVED BY THE RECREATION AND PARKS DIRECTOR 3. TOP OF MCA STRIP SHALL EE ICY (25"W ABOVE FINISHED GRADE HEN ADJACENT TO TLRF AND 20 (50raRt ABOVE FINISH® GRADE HEN ADJACENT TO MNfER 4. YNBE THE 6RADE ON TIE LOT SIDE OF THE HALL. 15 HIGHER THAN THE 6RADE ON THE STREET SIDE OF THE HALL, HATER PROOFING 15 FWMED. SEE CITY STANDARD SHEET LA DETAIL 61 FOR WATER PROOFING R152ME•EN15. 5. A qA' (023Rd WIDE CONCRETE MOW STRIP 15 REOIfMID FOR ALL LAN AREAS ADJACENT TO AN EXISTING OR PROPOSED FB1G&WALL F CITY STANDARD SHEET L -11, DETAIL W 4 N' 6. ANY AND ALL CHAN515 FROM THIS STANDARD DETAIL SHEET SHALL EE APPROVED BY THE BATON AND PARKS DIRECTOR PRIOR TO GONG RUCT10N. 1. ALL CONCRETE SHALL EE CLASS 'B° IN A"ORPAWZ NTH CITY 5TNDARD5, THE LATEST EDITION OF SECTION 13 OF THE STANDARD SPECIFICATION, AND AS APPROVED BY THE RFDREATIOH NO PATENS DIRECTOR 6. MOW STRIP ALONG HALL SNA L INCT-UDE PLASTER q. MON STRIP SNARL BE I6TALLED AT ALL PROPERTY LIES. CITY OF BAKERSFIELD REVISIONS DETAIL FOR CONCRETE MOW STRIPS & PLAYGROUND SIDEWALK APMROVFD RCF.XXXXX DATE PLAN NO. ;11 PeOTES AREA WRNIN MEDIAN AC<43'T 1BLE POR LAfv5 N& CSC DETAIL OF MAN INSHFD&RADE- I9031H THESE LMITS SHALL SE ENTIRPLY °JDPIPACED MAJOR ARTERIAL WITH APPWOJ®E HARD SLRFAOE TREATMENT. USE 0R GOUECTOR OF TREES OR OTHER FEATURES MAY EE LIMITED r -- -� NOTES: LANDSCAPING, LIMI115 WITHIN MEDIANS NOTES: ' I. NO CROSSING, EIDER ROADWAYS OR ANY OTHER HARD SUFACE, - I � ROBE A e I 70tE e O ZOMaS G _ I -,`„ HARD 5URFACE TREATMENT: DENOTE5 ALL ELECTRICAL WIRING MD HATER LIES SHALL BE INSTALLED 25' 15% MAX. PLANTER AREA 5URFAGE TREATMENT I A5 APPROVED BY I I (01W DEEP, IN A 5CHE PILE 40 P/C SLffVE. 5L MVE SHALT. BE 2 DETf 4 QF MVIAN PARKS DIRECTOR I. A 15' KK BOF47M OF HARD SNRFAGE TREATMENT 5 R EC IR.ED ADJACENT TO TM BACK OF CORRB TROIGHOUT ZONE 8. TINES DIAMETER OF COW" / PPIG. ALL ELECTRICAL- CODUT 3 3. HARD SURFACE TREATMENT ONLY MST EE INSTALLED NO THE MNMM MOTH DOES NOT OCCUR FOR 50 COS15 IVE FEET. 4. NO "NUS HILL BE ALLOH P IN PLANTER AREA WITHOUT PRIOR APPROVAL OF RECREATION AND PAI;" DIRECTOR SMALL HAVE I' MTK IDEA FOR 110 VOLTS AND 2' MIN. DIAL FOR LOH - 6. SPRAY HEAD' TYPE IRRI6ATION 1W)IRFS THE 15 HARD 51MACE TREATNEM ALONG THE PHZIHETER OF THE PLANTER TO BE ELOPED WARD TOH ARP THE PLANTER AT 2%. VOLTAGE. SEE CITY STANDARDS SHEET L-3, DETAIL H - 6. COLOR OF GONGiE E OR OTER HARD SRFACE TREATMENT SHALL BE DET92FBMED M CONSULTATION NTH THE RECREATION AND PAWS DIRECTOR 2. HERE THE RAINBIRD 1M)IGOM IRRIGATION SYSTEM 5 REAR TIE try LX P_-Z IRRIGATION CONTROL OR cRCLLAR CAlFN6URATIO6 A5 LOG AS GONFAIAENT OVERHEAD IRRIGATION S ACHIEVED. b. INSTALL HONER RAMP AT ALL M$DINN BTEAK51PMAMY AT LEFT TM POCKETS ADJACENT TO LAM AW --A5) SPECIFIED , THE MAX CCM CABLE REST NOT COKE INTO CONTACT AT TIE 4 Ott= HIRES REAR THE RAIN 12. MON RAMP RECURED ON ALL ELY OF MEDUN5. (2 MON RAt4P5 PER 15L-AHD) 1/4' PER FT 1 /4"PER PT V4_Pe_R I/4' PEt FT NTH THE PONER SIPP-Y OR VALVE HIRM6. LOCATE THE MAXI- T'ON BrDLBD AND TAM AT I- I!2•.sOD SECTION A -A SEC, ITIOO I_B- BI�� -B SECTION G-G CON CABLE TEAR THE MAIN LIE AT A I OUOCK POSITION, 1O' 00%) NMWAL5" LOCATE HIRES AT TIC INSTALL TREES CITY OF BAKERSFIELD 3. IF MORE THAN ONE LIE 5 INSTALLED PER TRENCH, PROVIDE 3 a4t= POS TON HALL 5HALL NOT EXCEED I A' (03R). 05' (OJW HORIZONTAL AND VERTICAL SEPARATION. ALL TRIES RAM IN LAW AREAS. 4. ALL POC SOLVENT (61,10 SHALL. EE RTII (RIMER 5 O MAIN LINE FWARED ON MAIN LIE ONLY). STANDARD REVISIONS 5. LANDSCAPE AND IRRIGATION IMPROVEMENTS MTHIN THE PLAN NO. SHT . � c7 _ OF _L DEDICATED STREET RIGHT -OF -WAY MAY REQUIRE AN OPEN L-12 %MOVFD RC 'F XXXXX DATE STREET PERMIT. CHECK MTH CITY E'N6NEERIN6 DEPARTMENT -D r0,_ - - =m15 6RZDe PARAUB ALONG THE EDGE OF HARD SUFALE FOR REQIRfrEM5. T 6. KNEE OPEN STREET CUTS ARE REGIIIROD TO INSTALL VARUCVS 1 CITY OF BAKERSFIELD REVISIONS IRRIGATON LINES AND/OR HRE5, ALL STREET PATOM6 NTHN 1 PLAN NO. THE CITY R161 OF -HLAY SHALL EE M ACCORDANCE HATH CITY TYPICAL LANDSCAPE WALL STADDAR7 ST-12 OR AS DIRECTED BY THE CITY EN6NEIR • FOR LAME E rr 11'rRUVIT III F XXXXX Dolt 1. ALL IRRIGATION LATERAL LILT SHAII BE CLASS 200 PVC. TIFF HE," OR FENCE SCREEN IF A LATERAL LINE 15 LOCATED LDER A HWRD SIAFACE, 1. TAMET' PER 5 GAL (164 U 6 -TNU15 PER OF Oh-M SLOPE, OR STEPPED TO MEET MEW WWREPEM5 SCHEDULE 40 PVC 6 REfaARM •• FOR SMALL STANDARD 8. NO THERE 5 A CHANGE IN FITTED DI BCTICIK ALL IRRIGATION TLTF HE" I SUBELER5 MAIN LINES LARGER THAN ROSS EORRU IN DIAMETER (F7 AS DIRECTED EY CITY EGRffiR T. ARY ND ALL DEVIAT70N8 FROM THIS STANDARD SFWl BE LIES) SHALL IE SECIM WITH CONCRETE TMST BLOCKS N - BACC "i L-13 ACCORDAW.E WITH MARMT1.11RE5 RECOMMENDATION AND . +. RCE: XXXXX w x 6O' X 6' (O.!5 n x 02n x O.AW MOCKS M DIRECTED BY THE RECREATION MD PARKS DEFECTOR MAN.FAOTUZat5 MG, TAB.11: SEE CITY STANDARD SHEET L-5 FOR THRUST BLOCK DETAIL. q. ALL IRRIGATION MAILIS 20 (Sam) IN DIAMETER AND O LATERAL LINE 6 NOTE 6i q. HATER PROOF SLRFACIN6 NTH 025' (6OW THICK LESS SHALL BE SC+MU 40 PAC. IRRIGATION MAMLIE5 CATER THAN 2,0' (WOW IN DIAMETER SHALL BE TITE PVC SC.FIEDLILE 40 OR CITY OF BAKERSFIELD REVISIONS APPROVED BaM1 BY THE RECREATION NO PARKS DIRECTOR HI TREE W ITHOTA Flash FACADE DSeJ 10. ANY AND ALL OW195 SHALL EE APPROVED BY THE RECREATION DETAILS FOR TOP MOUNT, STAINLESS STEEL REVISIONS AND PARK5 DIRECTOR PRIOR TO OILS ENTATION. 10. SEE APPROVED LA PSCAPEAARI6ATICN R-Am FOR II. ALL OWAT04 06TAUATIAL SI ALL BE IN ACCORDANCE NTH LANDSCAPE DETAILS FOR MEDIAN Ott 5TMDARDS, THE LATEST APPROVED EDITION OF THE UNIFORM TlJRF MAPS ° ° AC60FVM TO CDY STANDARD SPECFV MOM NMEER5. 5M KANI FACTMR, AND PU#4%W CODE, MANi1FAC71REt5 RECOMMENDATIONS, S, SECTION _ `-' 5T-e. SEE C..ALTRANS SPECS. STANDARD 10 FOOTINGS SHALL NOT EXCEED THE MOTH SHORN ON THE • 20 OF THE STANDARD 5PEGIFICATIONS, AND AS DIRRECTED BY THE .. FOR SMALL FOR SAFAEE TREATNEHR OR PLANTER WALL, AND RETAINING WALLS PLAN NO. RECREATION AND PARKS DIRECTOR RAF HEAJf 051#_% AS BY TIE 1111 'TI _ RECREATION AID PARKS 12. ALL MATERIAL USED SHALL BE HEN NIP FREE FROM IMPERFECTIONS. R ' DIR5=1k L-7 13. SEE APPROVED LANDSCAPE AND IRRIGATION PLANS AND LE6ED5 LAVAL CITY OF BAKERSFIELD SHT 3 OF _La FOR SPECIFIC MODEL W 3M SIZE, GUANITY, MANUFACTURER, MALE IRW6ATTO1 CONRa yj H� REAR THE KAM AND PERFORMANCE REWR@ET5. PLACE MAW4MYQFS b - BUDLW AND TAPED AT DETAILS FOR POTABLE L -J Q M. NO OTHER CONDUIT OR PIPING MAY EE ALLOW REAR THE MAM LIE Ia ODW NTENAL5. 1PPR04FD RCE x"xx r,,7 TR1E HTHIN IRRIGATION PIPING OR CONTROL LINE TRENCH. AT TIE q OYLOCK LOCATE NIRFS AT THE TOP OF GRADE AT BAST W' (0.4M) OR THE DEPTH OF THE FOOTING, HICNEVER 6 LESS. POSITION 3 On= P05ND011 TRW 4 O h &JLTIPLE LINE5 STANDARD TREE STAKES + CITY OF BAKERSFIELD REVISIONS WONDER TREE TE W2464 OR APPROVED DETAILS FOR PIPING, .1PPROVFD RCE XXXXX .. .. SHT _A_ OF 14 TRENCHING, AND BACKFILL 14 0 32' (0,W OD. COMrORM5 TO A5TM CIO. (SEE NOTE 02 AD PETAL J) SINE SEND INTO FOOTING STANDARD 2. REINFORCED STEEL = GRADE 40, PLAN NO. FOR MW OLY RATER L 3. MAAKH SOIL BEARING PRESSURE = IOOOP'5F (6.gMPA) XXXXX RCE DATE: WATER WEN BA6N SOYBERH -2 F.S. PeOTES AREA WRNIN MEDIAN AC<43'T 1BLE POR LAfv5 N& CSC DETAIL OF MAN TOP MOUNT THESE LMITS SHALL SE ENTIRPLY °JDPIPACED MAJOR ARTERIAL WITH APPWOJ®E HARD SLRFAOE TREATMENT. USE 0R GOUECTOR OF TREES OR OTHER FEATURES MAY EE LIMITED 5TAINLE% STEEL NOTES: LANDSCAPING, LIMI115 WITHIN MEDIANS 0ONiROLIZZ AUTOMATIC ENCLOSURE CONTRA ' AUTOMATIC Y CONTROLLER. TOP MOUNT - I � ROBE A e I 70tE e O ZOMaS G _ I -,`„ HARD 5URFACE TREATMENT: DENOTE5 5TAfNLE55 5TEEL 15% MAX. PLANTER AREA 5URFAGE TREATMENT I A5 APPROVED BY I I y DETf 4 QF MVIAN PARKS DIRECTOR I. A 15' KK BOF47M OF HARD SNRFAGE TREATMENT 5 R EC IR.ED ADJACENT TO TM BACK OF CORRB TROIGHOUT ZONE 8. ® C5 iNG JV)E 4 EICAD 1RE 3. HARD SURFACE TREATMENT ONLY MST EE INSTALLED NO THE MNMM MOTH DOES NOT OCCUR FOR 50 COS15 IVE FEET. 4. NO "NUS HILL BE ALLOH P IN PLANTER AREA WITHOUT PRIOR APPROVAL OF RECREATION AND PAI;" DIRECTOR P5GFI PLACARDS. HTH 6. SPRAY HEAD' TYPE IRRI6ATION 1W)IRFS THE 15 HARD 51MACE TREATNEM ALONG THE PHZIHETER OF THE PLANTER TO BE ELOPED WARD TOH ARP THE PLANTER AT 2%. I! 6A' (0.15m) II 6. COLOR OF GONGiE E OR OTER HARD SRFACE TREATMENT SHALL BE DET92FBMED M CONSULTATION NTH THE RECREATION AND PAWS DIRECTOR MIN. OR cRCLLAR CAlFN6URATIO6 A5 LOG AS GONFAIAENT OVERHEAD IRRIGATION S ACHIEVED. b. INSTALL HONER RAMP AT ALL M$DINN BTEAK51PMAMY AT LEFT TM POCKETS ADJACENT TO LAM AW --A5) FINISH F7RAOE�, y i � �- 12. MON RAMP RECURED ON ALL ELY OF MEDUN5. (2 MON RAt4P5 PER 15L-AHD) 1/4' PER FT 1 /4"PER PT V4_Pe_R I/4' PEt FT - DDIREC I- I!2•.sOD SECTION A -A SEC, ITIOO I_B- BI�� -B SECTION G-G OI. NNE INSTALL TREES CITY OF BAKERSFIELD TO CONTROL 51iJE VIEW HALL 5HALL NOT EXCEED I A' (03R). VALVES. ALL TRIES RAM IN LAW AREAS. 120 -VOLT 5ERVIGE IN CONDUIT. PVC LONG, 5W®' ELL - STANDARD REVISIONS F)2OlT VIEW 51ZE AS REQUIRED. PLAN NO. SHT . � c7 _ OF _L MODEL L-12 %MOVFD RC 'F XXXXX DATE (5TRO13OX BY N6 PRODIIC.TV PARAUB ALONG THE EDGE OF HARD SUFALE OR APPROVED EQUAL O IRRIGATION CONTROLLER ENCL05URE CITY OF BAKERSFIELD REVISIONS NOTE5: PLAN NO. 1. ME SCHIMU W PVC OONDLT WITH AN ENCLOSED 5. ALL IRRIGATION INSTALLATION SHALL EE IN ACCORDANCE WITH TYPICAL LANDSCAPE WALL 2.0061 WT 05' 1150r n TACK CLASS 5' CONCRETE SLAB AS CITY STANDARDS, THE LATEST EDITION OF THE CALIFORNIA MIMING rr 11'rRUVIT III F XXXXX Dolt RISE ED TO RECEIVE THE PED5TAL MOUNTED IRRIGATION CONTROL GODS, AND MANFAmIRER'5 RECOmEDATION, SECTION 20 OF OR FENCE SCREEN CLOCK. COMPACT 05' U50ma7 BALE TO W% RELATIVE THE STANDARD SFWFICAT06, AND AS DfREDTED BY THE 1. TAMET' PER 5 GAL (164 U 6 -TNU15 PER OF Oh-M SLOPE, OR STEPPED TO MEET MEW WWREPEM5 DENSITY PRIOR TO PLACE14W OF CONCRETE SLAB. RECREATION ND PARKS DIRECTOR STANDARD 3. ALL !F9ISATION CONTROLLER ENCLO5IRE5 SHALL EE TOP MOUNT, 6. ALL MATERIALS SHALL BE MEN AND FREE FROM DEFECTS. OF A VANDAL AND HEATHER RESISTANT HATIM MANFAMIRE17 1. SEE APPROVED LAWS/,APE / IRIWATEON M-46 AS DIRECTED EY CITY EGRffiR T. ARY ND ALL DEVIAT70N8 FROM THIS STANDARD SFWl BE ENTIRELY OF 304 GRADE STAINIESS STEEL AND LEMM FOR SPECIFIC MODE. RM3E.i5, SIZE, L-13 aWTEi, MAN,FAOIURE RS AV PERFORMANCE . +. RCE: XXXXX w x 6O' X 6' (O.!5 n x 02n x O.AW MOCKS 4. PO IRED CONCRETE BASE - b' MR THNCKJS6. EX1EE4) CONDELTE 61 5 MAN.FAOTUZat5 MG, TAB.11: BEYOND OUTSIDE ]DIMENSIONS NS OF DCL09M NTH 1/2% SLOE 6. ANY AND ALL CHANGES FROM THIS STANDARD SHALL EE FOR DRANAGE. APPROVED BY THE RECREATION AND PARKS DIRECTOR PRIOR 6 NOTE 6i q. HATER PROOF SLRFACIN6 NTH 025' (6OW THICK TO ANY TYPE OF CONSTRUCTION DEVICE AND AS DIRECTED BY THE RECREATION AHD PARKS CITY OF BAKERSFIELD REVISIONS DIRECTOR SEE CITY STANDAR0,4 SHEET L-4 I9I T &. HI TREE W ITHOTA PHt (LPG. 1. ALL IRZFtEOATON INSTALLATION SHALL BE IN ACCORDANCE HITH DETAILS FOR TOP MOUNT, STAINLESS STEEL REVISIONS CITY STADAW5, THE LATEST ACCEI -W EDITION OF THE 10. SEE APPROVED LA PSCAPEAARI6ATICN R-Am FOR CONTROLLER ENCLOSURE LANDSCAPE DETAILS FOR MEDIAN ALVANIZED SECTION 20 OF THE STANDARD SFECIFICATIO 5, AND AS SPECFV MOM NMEER5. 5M KANI FACTMR, AND DIRECTED BY THE RECREATION AND PARK5 DIRECTOR STANDARD 10 FOOTINGS SHALL NOT EXCEED THE MOTH SHORN ON THE TWA ER� 5ACKFLOW ASSEMBLY ro'dA vEs PLANTER WALL, AND RETAINING WALLS PLAN NO. K (2.0" (50m -A) and lees) 6. ANY AND ALL CHANGES 5HALL BE APPROVED BY THE 1111 'TI _ Rf0#ATION AND PARK5 DIRECTOR BEFORE IMPLEMENTATION. L-7 -:,�:. - RCT XXXXX DATE CITY OF BAKERSFIELD PeOTES AREA WRNIN MEDIAN AC<43'T 1BLE POR LAfv5 N& CSC DETAIL OF MAN POR E TBRT OF PLANTER Ate. ARAB GVF M THESE LMITS SHALL SE ENTIRPLY °JDPIPACED MAJOR ARTERIAL WITH APPWOJ®E HARD SLRFAOE TREATMENT. USE 0R GOUECTOR OF TREES OR OTHER FEATURES MAY EE LIMITED Dlfi TO SIGHT LINE RE5TRICTOM, J50' MItIMR4 l 123' MN NOTES: LANDSCAPING, LIMI115 WITHIN MEDIANS NON RAW, START WTMN NAROSC.APE ZONE B c + ' -�I MIN so, Mm • 3) - I � ROBE A e I 70tE e O ZOMaS G _ I -,`„ HARD 5URFACE TREATMENT: DENOTE5 50% MIN. PLANTER AREA ACCEPTABLE HARD F_- 15% MAX. PLANTER AREA 5URFAGE TREATMENT I A5 APPROVED BY I I RECREATION AND DETf 4 QF MVIAN PARKS DIRECTOR I. A 15' KK BOF47M OF HARD SNRFAGE TREATMENT 5 R EC IR.ED ADJACENT TO TM BACK OF CORRB TROIGHOUT ZONE 8. 2 HERE WOTH S ISMS It" 12Y MEASURED FROM L TO FL (6' PLANTER WIDTH) HARD SWAGE TREATMENT ONLY FEpIRED. 3. HARD SURFACE TREATMENT ONLY MST EE INSTALLED NO THE MNMM MOTH DOES NOT OCCUR FOR 50 COS15 IVE FEET. 4. NO "NUS HILL BE ALLOH P IN PLANTER AREA WITHOUT PRIOR APPROVAL OF RECREATION AND PAI;" DIRECTOR 5. STMRGED CONCRETE INSTALLATION SHAT BE TO 'BOWNTE ` SPECIFICATIONS OR APPROVED EQUAL. 6. SPRAY HEAD' TYPE IRRI6ATION 1W)IRFS THE 15 HARD 51MACE TREATNEM ALONG THE PHZIHETER OF THE PLANTER TO BE ELOPED WARD TOH ARP THE PLANTER AT 2%. 1. F TTPE IF9R16ATION 15 BN.OLRAISED. HOWEVER, AM STREET FL 6RADF5 EXCEED 2% FALL, 'P..PRAY HEAD' TYPE 6. COLOR OF GONGiE E OR OTER HARD SRFACE TREATMENT SHALL BE DET92FBMED M CONSULTATION NTH THE RECREATION AND PAWS DIRECTOR q. AJ.OWABLE SHAPE OF LNf150APED PLATTER AREAS GAN FREE FORM MD 15 NOT LILTED TO REGTN LAR OR cRCLLAR CAlFN6URATIO6 A5 LOG AS GONFAIAENT OVERHEAD IRRIGATION S ACHIEVED. b. INSTALL HONER RAMP AT ALL M$DINN BTEAK51PMAMY AT LEFT TM POCKETS ADJACENT TO LAM AW --A5) II. COMPACT 05' (FOm) BASE TO"RELATIVE DENSITY BELOH ALL HA D5GAPE. 12. MON RAMP RECURED ON ALL ELY OF MEDUN5. (2 MON RAt4P5 PER 15L-AHD) 1/4' PER FT 1 /4"PER PT V4_Pe_R I/4' PEt FT 2WA,14 N, � I nL, ff I- I!2•.sOD SECTION A -A SEC, ITIOO I_B- BI�� -B SECTION G-G MOW RAMP NO PLANTER PLANTER 4 TURF AREA INSTALL TREES CITY OF BAKERSFIELD REVISIONS HALL 5HALL NOT EXCEED I A' (03R). DETAIL FOR ALL TRIES RAM IN LAW AREAS. LANDSCAPE LIMITS WITHIN MEDIANS V RH DIAL FOR 110 VOLTS AND 2' MIN. DIA FOR LOW VOLTAGE. BACIMLL STANDARD REVISIONS 2. SLEEVE SHALL EXTEND 1.0'(04W BEYOND NADRSCAPE ON ALL ENDS PLAN NO. SHT . � c7 _ OF _L 3. IMPROVEMENTS WITHIN THE DEDICATED STREET RIONT- OF-44AY SLEEVE L-12 %MOVFD RC 'F XXXXX DATE ' SEE%= % 40 (O.M) t� IA�'• MNI5,W GRADE ! I I I - II II NOTES: � I, L- ROADHAY / K&JW50APE ' 5TZET ° SLEEVE � N - i�md •o RIGHT- OF-NAY ONLY t J4 _4 15'(0.458) BEHIND f045I7J of ry RIGHl-0F -WAY LINE CONDUT / PIPING GRADE- -' io ;' - BACKFILL -k 4.0 LATERAL. iRE FINISHED SPADE © 15VWLER/5HPL5 SPRAY OELECTRiGAL CONDUIT ROADWAY, HARD5(,APE _ 3. FINISHED GRADE DIFFEi@IGE ON EACH SIDE OF THE NOTES: --- - BOTTOM OF SLOPE TREES 15'-20' OD. I. NO CRO951% LDEt ROADWAYS OR ANY OTHER HARD %IRFACE, a INSTALL TREES OR DRILL SITE J SATE ---\ ALL ELECTRICAL WIRING AHD HATER LINES SHALL BE INSTALLED 25' o HALL 5HALL NOT EXCEED I A' (03R). (01W DEEP, IN A SO®U.E 40 PVC SLEEVE. SLEEVE SHALL EE 2 TIME5 ALL TRIES RAM IN LAW AREAS. DWETOR OF COWW / PIPING. ALL ELECTRICAL CONDUIT SHALL HAVE V RH DIAL FOR 110 VOLTS AND 2' MIN. DIA FOR LOW VOLTAGE. BACIMLL CITY OF BAKERSFIELD REVISIONS 2. SLEEVE SHALL EXTEND 1.0'(04W BEYOND NADRSCAPE ON ALL ENDS •4 0 32' (0911E1 OD. HORIZONTAL 3. IMPROVEMENTS WITHIN THE DEDICATED STREET RIONT- OF-44AY SLEEVE DETAILS FOR THRUST BLOCKS 5. GROUT ALL CELLS CONTAINING REBAR W- LUDIN6 BOND BEAMS, TO TOP OF WALL. b. A MINIMUM OF 25% OF STREET SIDE MASONRY TO MAY REONFE AN OPEN STREET PERMIT. CHECK HTH CITY CONDUIT \ PIPING PARAUB ALONG THE EDGE OF HARD SUFALE E &NEEIRIN5 DEPARRENT FOR REWF!#NT5. L@_�r 4. WERE OPEN STRUT WT5 ARE RE6)IRED TO INSTALL VARIOIS CITY OF BAKERSFIELD REVISIONS IRRIGATION LINES AD /OR HRES, ALL STREET PATWW HdTHIN PLAN NO. TIE CITY RIGHT- OF-HAY SHALL BE IN ACCORDANCE WITH CITY TYPICAL LANDSCAPE WALL STANDARD 5T -12 OR AS DIR1 =CTW BY THE CITY PIONEI R O rr 11'rRUVIT III F XXXXX Dolt SLEEVE�5 5. ANY NO ALL CNA ISE5 SHALL EE APPROVED BY THE CATION OR FENCE SCREEN AND PARKS DIRECTOR PRIOR TO IMPLBfiNTATIOI 1. TAMET' PER 5 GAL (164 U 6 -TNU15 PER OF Oh-M SLOPE, OR STEPPED TO MEET MEW WWREPEM5 b. ALL 9iiTRIGAL INSTALLATION SHALL BE IN ACCORDANCE WITH STANDARD CITY STANDARDS, MAN.FACTURHRS REGOMMENDATIOE, SECTION 20 OF THE STNDAm SPECIFICATIONS, AND AS DIRECTED BY THE AS DIRECTED EY CITY EGRffiR T. ARY ND ALL DEVIAT70N8 FROM THIS STANDARD SFWl BE RECREATION ND PARKS DIRECTOR L-13 1. ALL MATERIAL WED SHALL BE MEN AND FREE FROM IMPEEfECT06. . +. RCE: XXXXX w x 6O' X 6' (O.!5 n x 02n x O.AW MOCKS b. ALL ELECTRICAL INSTALLATIONS MTNN PARKS OR MAN.FAOTUZat5 MG, TAB.11: PARKWAYS SHALL EE INSPECTED BY RELIC H ORKS METRICAL UIPEM` 1. NO OTHER CONOIJIT OR PIPING MAY BE ALLOT NTHIN ELECTRICAL 6 NOTE 6i q. HATER PROOF SLRFACIN6 NTH 025' (6OW THICK OR CONTROL LIE TRENCH. DEVICE AND AS DIRECTED BY THE RECREATION AHD PARKS CITY OF BAKERSFIELD REVISIONS DIRECTOR SEE CITY STANDAR0,4 SHEET L-4 I9I T &. HI TREE W ITHOTA PHt (LPG. 1. ALL IRZFtEOATON INSTALLATION SHALL BE IN ACCORDANCE HITH DETAILS FOR ELECTRICAL CONDUIT REVISIONS CITY STADAW5, THE LATEST ACCEI -W EDITION OF THE 10. SEE APPROVED LA PSCAPEAARI6ATICN R-Am FOR TRENCHING, SLEEVING, AND BACKFILL LANDSCAPE DETAILS FOR MEDIAN ALVANIZED SECTION 20 OF THE STANDARD SFECIFICATIO 5, AND AS SPECFV MOM NMEER5. 5M KANI FACTMR, AND DIRECTED BY THE RECREATION AND PARK5 DIRECTOR STANDARD 10 FOOTINGS SHALL NOT EXCEED THE MOTH SHORN ON THE TWA ER� 5ACKFLOW ASSEMBLY ro'dA vEs PLANTER WALL, AND RETAINING WALLS PLAN NO, K (2.0" (50m -A) and lees) 6. ANY AND ALL CHANGES 5HALL BE APPROVED BY THE 6tt9EW106TE FALN.ITY OR APPROVED MIL. Rf0#ATION AND PARK5 DIRECTOR BEFORE IMPLEMENTATION. L -J ^^{ .:'r'I<tn'TD RcY XXXX\ DATE. CITY OF BAKERSFIELD SHT 3 OF _La PLAN NO, ' SEE%= % !D' 603,,1 FOR SPRAY HEAD5 t� IA�'• AFi NOTES: � 6S ' PREVIEWED AND APPROVED BY CITY PARKS DIVISION. N - i�md A SEPARATE AUTOMATIC IRRIGATION SYSTEM 15 REQUIRED. J4 I f045I7J of 00%GIJ GRADE- -' io ;' - -RbD, Ex NIPPLE (m) -k _ £J. (SV OR LATERAL. iRE i Ta (55T) © 15VWLER/5HPL5 SPRAY MEAD MTALL TOP OF HEAD OE' (631w ABODE Fb FOR PART C;FZU AID 4OY � r-FW (,X, FOR PILL C.INOLE \ \ SCHL Ba PV NIP O PLETY,, Lei TRIPLE SHN5.ORIT i O LARGE RADIUS HEAD (Bottom Mounted) 11140IM2 6RAOE 1X - Ti 5011146-1 !g -'a. PIE ELL TEEMST)- aARaED -. 5WI!N6 PIPE NOTES: I. USE TERDN PIPE ON ALL TREADED JOINTS 2. ALL RISERS AND WFPL.ES SHALL EE SOH. 60 PVC. ALL FITTING 9HALL BE 5CH. 40 PVC. 3. ALL LATERALS SHALL EE CLASS 200 FV6 OR i6 IZEi APED ON PANS. 4. WEN IRRIGATION HEADS ATE I6TALJJD HITHN EM64,14*11INTS. A DRAIN VALVE OR CHECK VALVE 5 REQII;TD TO PREVENT EROSION. CHECK VALVES AND DRAIN VALVES SHALL EE INSTALLED AT LOCATIONS AS PRE5C,REED BY THE SFEOFIED CO OT06 AND SHALL EE APPROVED BY THE RECREATION AND PARKS DRECTOR PRIOR TO VENT AND USE 5. ALL POP W HEADS SHALL BE 2O' 605,,1 FROM CONCRETE AND ASPHALT AREAS. ALL LARGE RACING IRRIGATION HEADS (PART CIRCIF) 94AL BE 4,0'(100M') FROM CONCRETE ND ASPHALT AREAS. MIGHT OF POP W HEADS SHALL 13E AS FOLLOW, bA' (0.IW FOR LAWN AREAS ICY (03RR) FOR SHRUBS IA' (0311) FOR 6ROUD COJER5 b. HERE PART rMC.IF IRRIGATION MAD5 ARE ADJACENTTO A ELUDING, HALL, LOCATE HEADS MIN 4- (10018) FROM FACE OF BUILDING HALL TO BACK OF FReATON HEAD. 1. TRIPPLE SING JOINT SHALL EE RAIBIRD 5A SERIFS OR APPROVED EMAL 6. ANY AHD ALL CHANGES FROM THEE STANDARD DETAIL SHEET 5HALL BY APPROVED BY THE RECREATION AND PARKS DIREOTOK q. SEE APPROVED LAW9,AP51RIR15AITON PLANS AND LEGENDS FOR SPECIFIC HOPE RMSER5, 512E, GUANT1TY, MAbPA(MRS;S, AND PHFORMANCE Ri9IREMENP5. FINISHED GRADE IN TURF AREAS PLASTIC RWV VALVE BOX NTH BOLT COON LW BR, USE STAINLESS BMT NIT AND WASHER FEAT BRAD 'ZIP ONTO LID. aICK COWL ER KEY HTH MALE S05E BIB (.OM♦FCTION AS SHORN, KEY 141ST CLEAR VALVE BOX FINISHED GRADE M SHIM AREAS 4' H N. aXK COWLER VALVE ----- STAINLESS 5TEM CLAMP BRICK SLPPORT5 TRIPLE SHNG JOINT MAINLINE 14 2 x;36 STAKES, HRED i LAW5CAPE FANG 3/4' ROCK, I CUBIC, FT. ®I POP UP SPRAY HEAD Q OWGK COUPLER (Bottom Mounted) T CITY OF BAKERSFIELD REVISIONS LANDSCAPE AND IRRIGATION DETAILS FOR VARIOUS IRRIGATION HEADS SHT 8 OF _J4- I 111rr,­I,+ PLAN NO. L -8 r2'! S Z W M LO 00 ~I W U Q f1/ � L1_ W Q U U� ? � Q � Z W a O 2 J LL �� ICI Z LL Jo J w LL co ZI� W 0 m REVISIONS DATE: 01/30/2015 JOB NO.: 201309.031 DRAWN BY: RA SHEET NO.: 10 10 OF 11 It 0 0 1 Q0 r co co tR IN Q0 O U-) 1 / Q0 Irn W co r co co V Q Z 0 LL Q U O J w rLL V ) w 00 0 U me 0 0 U w U Q w n fUn V 0 Z Q J �J v / Q w I J THE OB.ECTIVE 15 TO SOFTEN THE VISUAL IMPACT OF A PENCE OR WALLED FRONTAGE. PLANT MATERIAL SHALL BE SELECTED TO PROVIDE A PLFA51146 LANDSCAPE WITH LOW NOTES: MAINTENANCE REQUIREMENTS. LAMDSGAPE PLANT MATERIAL COMBINATIONS SHALL 13E PREVIEWED AND APPROVED BY CITY PARKS DIVISION. 1. A PLAMNIN5 DEPAART ENT APPROVED CONCEPT PLAN 15 A SEPARATE AUTOMATIC IRRIGATION SYSTEM 15 REQUIRED. MiESSIM TREATED) LODGE POLE PIE REMOVE NURSERY I 6RnoE,I REQUIRED ON ALL A5SDWE5 TREE STAR PALM ALL PLANT MATERIAL VWVMR2 D TO RE ELEVNATION P / v GAP PER APPROVED CONCEPT PLAN 6' KASONRY HALL 2. FOOTING TO EE CLASS V CONCRETE PC = 250QP51 (112MPA). 5ECTION 3. CO jMrT MOLD AS RF[UREP TO SBURE PLANTS STABILITY WIDTH VARIES FITS _ 3. FINISHED GRADE DIFFEi@IGE ON EACH SIDE OF THE I n --- - BOTTOM OF SLOPE TREES 15'-20' OD. CONCRETE RINUST IVS INSTALL TREES OR DRILL SITE J SATE ---\ BLOCK PER HALL 5HALL NOT EXCEED I A' (03R). FENCE OR ALL TRIES RAM IN LAW AREAS. WIDE LAM7=-aCAPE PLANTING (SHRUBS ONLY) CONCRETE CJ LANID5CAE PLANFIN6 AREA ( ) G 5'+ WIDE CITY OF BAKERSFIELD REVISIONS SDEWALK AREA ELEVATION •4 0 32' (0911E1 OD. HORIZONTAL NT5 DETAILS FOR THRUST BLOCKS 5. GROUT ALL CELLS CONTAINING REBAR W- LUDIN6 BOND BEAMS, TO TOP OF WALL. b. A MINIMUM OF 25% OF STREET SIDE MASONRY TO TEEN I. AREA BETYEEN BOOK OF SIDEKALK AND HALL 5. ALL 0AWO CAVE R SHALL SE WOBI'm ARD T. NO CUBING, VINES SHALL DE LEW TO 50REEF OR PENCE AT PROPERTY LINE SHALL BE APPROVED BY CITY PARKS DIVISION HALL OR FENCE PARAUB ALONG THE EDGE OF HARD SUFALE LANDSCAPED IF P IW$ fA6E 5 LESS THAN 100 4. ALL PTAMS (S16D.06, TREES) SWAL.L NAVE AN 6, NO LADSCAE UfROVEMISM SMALL BE LINEAR FEET. Hie AREA SE7REEN FEWEMALL AND RpRVOUAL SIMELER ALLOVaD AD COME SIIDBgALK SHALL BE BK.K OF 0,R6 SHALL RECEIVE CONCRETE. 5. 1MRSATION SY5154 °%TALL HAVE A SEPARATE PXTBDED TO THE FACE OF WALL YtERE' OR 2. 6ROI,PD COVER MAY 19E IS® ONLY NBI POINT Ir f,�CTON DRILL SITE PRONTABE 5 LESS TWIN 100 LINEAL D15TAY.E BETTER BACK OF SDBVNX AO PILE 6. 9444 AND TREED SHA L BE SPICED NO FEET AS MEASURED PARALLEL TO THIS AV_At Rf EXOE375 0. a4S6i TH M.Ij THEIR PILL DIAMETER AT MA RJTY. STREET. RECREATION AND PARKS DIRECTOR CITY OF BAKERSFIELD REVISIONS 2' 01 L.tTfi BRA{ FI7nv,5 ! NIPPLES 2. USE TEFLON PIPE TAPE ON ALL THREADED JOINTS OR EE NOT PLAN NO. NOT APPROVE) ELVAL BY THE RECREATION AND PARKS DIRECTOR FlAN6E5, ' TYPICAL LANDSCAPE WALL HILL USE BALL 3, ALL MAT9IA5 SHALL BE. AND FREE FROM !t9�SiL110 5 rr 11'rRUVIT III F XXXXX Dolt Vl OR FENCE SCREEN flTTI165 ID' (03m' 4. SEE APPROVED L A D'5CAPEMMICATIOL PLANS AND 1. TAMET' PER 5 GAL (164 U 6 -TNU15 PER OF Oh-M SLOPE, OR STEPPED TO MEET MEW WWREPEM5 ! NIPPLES ABOVE HIG EST ED LEGENDS FOR MODEL SIZE, GDANTITY, STANDARD 5°RIN:LER HEAD GRADE -- MAN,FAC'TLRLiiS, AID PHFOPMANCE FE{a11RB -8N15. GRACE S, AND AJrE RE, PLAN NO. AS DIRECTED EY CITY EGRffiR T. ARY ND ALL DEVIAT70N8 FROM THIS STANDARD SFWl BE SILT J._ OF 14 L-13 (O.'ISIM11 SLpB ''C. EE 00145PWTED WITH SCMIDALE 40 FEMALE ADAPTER OR . +. RCE: XXXXX w x 6O' X 6' (O.!5 n x 02n x O.AW MOCKS r2'! S Z W M LO 00 ~I W U Q f1/ � L1_ W Q U U� ? � Q � Z W a O 2 J LL �� ICI Z LL Jo J w LL co ZI� W 0 m REVISIONS DATE: 01/30/2015 JOB NO.: 201309.031 DRAWN BY: RA SHEET NO.: 10 10 OF 11 It 0 0 1 Q0 r co co tR IN Q0 O U-) 1 / Q0 Irn W co r co co V Q Z 0 LL Q U O J w rLL V ) w 00 0 U me 0 0 U w U Q w n fUn V 0 Z Q J �J v / Q w I J MATER PRDTEGTION UNIT Is' RIMS NOTES: i5' M (0.45,,1 0.� 1. A PLAMNIN5 DEPAART ENT APPROVED CONCEPT PLAN 15 IS' MIN.;, MiESSIM TREATED) LODGE POLE PIE REMOVE NURSERY (0.45m) (0.49r) 6RnoE,I REQUIRED ON ALL A5SDWE5 TREE STAR PALM ALL PLANT MATERIAL VWVMR2 D TO RE IS' MM ID' ABODE 15' Mtk O CONCRETE sLAa GAP PER APPROVED CONCEPT PLAN o. (o.a5m SLAB PLAN 2. FOOTING TO EE CLASS V CONCRETE PC = 250QP51 (112MPA). SHEET W I, DETAIL - -- -^� 3. CO jMrT MOLD AS RF[UREP TO SBURE PLANTS STABILITY • SLOPE NTHIN A LAWWAPE AREA SWALL M FROM HAIL 'CHARD'S STREET PITH 2% MINIMUM AD 4:1 M AWN. -- ROOT GUAFD _ 3. FINISHED GRADE DIFFEi@IGE ON EACH SIDE OF THE I n vjw Caemy.TION 96TALLATION CONCRETE RINUST IVS INSTALL TREES AL�Oo�w BLOCK PER HALL 5HALL NOT EXCEED I A' (03R). iROM WATER (� TO�ALVES ALL TRIES RAM IN LAW AREAS. M+E1CR I TIN . .�� ___ GALVANIZED PRIG H PIT (TYPICAL DIOpUGH0U17 ':.. OREDUCED PRE55URE BAGKFLOW CITY OF BAKERSFIELD REVISIONS A55EMBLY (Greater than 2.0" (50mm) 01a) •4 0 32' (0911E1 OD. HORIZONTAL NOTES: DETAILS FOR THRUST BLOCKS 5. GROUT ALL CELLS CONTAINING REBAR W- LUDIN6 BOND BEAMS, TO TOP OF WALL. b. A MINIMUM OF 25% OF STREET SIDE MASONRY TO I. EXCEPT A5 NOTED, ALL PIPINGS AND FITTINGS SHALL BE PARAUB ALONG THE EDGE OF HARD SUFALE GALVANIZED LRJ 55 APPROVED BY THE RECREATION AND PARKS DIRECTOR EE TEXTI)RED. 2' 01 L.tTfi BRA{ FI7nv,5 ! NIPPLES 2. USE TEFLON PIPE TAPE ON ALL THREADED JOINTS OR EE NOT PLAN NO. NOT APPROVE) ELVAL BY THE RECREATION AND PARKS DIRECTOR FlAN6E5, ' 'IT -_ OF _j_4 HILL USE BALL 3, ALL MAT9IA5 SHALL BE. AND FREE FROM !t9�SiL110 5 rr 11'rRUVIT III F XXXXX Dolt Vl flTTI165 ID' (03m' 4. SEE APPROVED L A D'5CAPEMMICATIOL PLANS AND 1. TAMET' PER 5 GAL (164 U 6 -TNU15 PER OF Oh-M SLOPE, OR STEPPED TO MEET MEW WWREPEM5 ! NIPPLES ABOVE HIG EST ED LEGENDS FOR MODEL SIZE, GDANTITY, 3 o 5°RIN:LER HEAD GRADE -- MAN,FAC'TLRLiiS, AID PHFOPMANCE FE{a11RB -8N15. GRACE S, AND AJrE RE, (PVB ONLY' AS DIRECTED EY CITY EGRffiR T. ARY ND ALL DEVIAT70N8 FROM THIS STANDARD SFWl BE ZED PIPE TO PVC PIPE SKA 15' MNN 5' MH 5. ALL TRANSITIONS FROM 6ALVAN L PAt®5 PER CJAdtQtr (O.'ISIM11 SLpB ''C. EE 00145PWTED WITH SCMIDALE 40 FEMALE ADAPTER OR APPROVED BY THE RECREATION AD PARKS DIFLTOR w x 6O' X 6' (O.!5 n x 02n x O.AW MOCKS F APPROVED EMIAL BY TFE RECREATION AND PARKS DIRECTOR MAN.FAOTUZat5 MG, TAB.11: DIALECTS 6. A bA' (0.15n) THICK REINFORCED CONCRETE SLAB K -E uNIONS FEMALE REWIRED FOR ALL MTf3R PROTECTION DEVICE. MINIM WI 6 NOTE 6i q. HATER PROOF SLRFACIN6 NTH 025' (6OW THICK APTAD U56010rmi J CLEARANCE SHAT . BE V1045.) ON ALL 51M OF RE DEVICE AND AS DIRECTED BY THE RECREATION AHD PARKS 20 OF TIE STANDARD VTLFKAT06 . ASPHALTIC HATER PROOF COATING OF APPROVED EQUAL AS PER CITY STANDARD SHEET L-4 DIFAIL 61. COAT ONLY THAT PORTION DIRECTOR SEE CITY STANDAR0,4 SHEET L-4 I9I T &. HI TREE W ITHOTA PHt (LPG. 1. ALL IRZFtEOATON INSTALLATION SHALL BE IN ACCORDANCE HITH CITY OF BAKERSFIELD REVISIONS CITY STADAW5, THE LATEST ACCEI -W EDITION OF THE 10. SEE APPROVED LA PSCAPEAARI6ATICN R-Am FOR LHFORM PUMN6 CODE, MAN,FAMIRER5 RECOH4EDATION, LANDSCAPE DETAILS FOR MEDIAN ALVANIZED SECTION 20 OF THE STANDARD SFECIFICATIO 5, AND AS SPECFV MOM NMEER5. 5M KANI FACTMR, AND DIRECTED BY THE RECREATION AND PARK5 DIRECTOR 10 FOOTINGS SHALL NOT EXCEED THE MOTH SHORN ON THE TWA ER� 5ACKFLOW ASSEMBLY ro'dA vEs PLANTER WALL, AND RETAINING WALLS K (2.0" (50m -A) and lees) 6. ANY AND ALL CHANGES 5HALL BE APPROVED BY THE 6tt9EW106TE FALN.ITY OR APPROVED MIL. Rf0#ATION AND PARK5 DIRECTOR BEFORE IMPLEMENTATION. PN6 BY MbRE IF" 2OY (5044). ANY FORRYORK NECESSARY CITY OF BAKERSFIELD REVISIONS PLAN NO, SHT 9 OF _-0- - DETAILS FOR POTABLE L -J Q 1PPR04FD RCE x"xx r,,7 TR1E WATER PROTECTION TOP OF GRADE AT BAST W' (0.4M) OR THE DEPTH OF THE FOOTING, HICNEVER 6 LESS. CS TRW 4 .4o STANDARD TREE STAKES + DESIGN CRITERIA: PLAN NO. WONDER TREE TE W2464 OR APPROVED L-4 .1PPROVFD RCE XXXXX .. .. SHT _A_ OF 14 STAKI 14 0 32' (0,W OD. r2'! S Z W M LO 00 ~I W U Q f1/ � L1_ W Q U U� ? � Q � Z W a O 2 J LL �� ICI Z LL Jo J w LL co ZI� W 0 m REVISIONS DATE: 01/30/2015 JOB NO.: 201309.031 DRAWN BY: RA SHEET NO.: 10 10 OF 11 It 0 0 1 Q0 r co co tR IN Q0 O U-) 1 / Q0 Irn W co r co co V Q Z 0 LL Q U O J w rLL V ) w 00 0 U me 0 0 U w U Q w n fUn V 0 Z Q J �J v / Q w I J TYPE M MEDIAN CURB (TYPE W, M-2 NOT NOTES: CONGRtTE ALLOYED IN IAWSGAPED BLOCK HULL 15' STAMPED 1. A PLAMNIN5 DEPAART ENT APPROVED CONCEPT PLAN 15 30 T FOR BARK RALH1 CONCRETE (450mmi MiESSIM TREATED) LODGE POLE PIE REMOVE NURSERY r ^2%MIN. SLOPE (D i-Ih' 0 (SEE CITY STANDARD SHEET L -0 _ _1 COB. STD. 5T-6 (OhW5T -6 (OhW I `j FIN!5 W GRADE TREE STAR PALM ALL PLANT MATERIAL VWVMR2 D TO RE `LLB aN) ie'VVE ALL FOFE16N ' SIDj3'1AI.K. .. MATERIAL TO A DEPTH , Lic,Ff.CiFIEJ IN 5PECFIGA710}9 f GAP PER APPROVED CONCEPT PLAN LAtDSCAPE AREA MOW STRIP (EEe CITY STANDARD y ) �`"�-+--- 2. FOOTING TO EE CLASS V CONCRETE PC = 250QP51 (112MPA). SHEET W I, DETAIL - -- -^� 3. CO jMrT MOLD AS RF[UREP TO SBURE PLANTS STABILITY • SLOPE NTHIN A LAWWAPE AREA SWALL M FROM HAIL 'CHARD'S STREET PITH 2% MINIMUM AD 4:1 M AWN. -- ROOT GUAFD _ 3. FINISHED GRADE DIFFEi@IGE ON EACH SIDE OF THE I n vjw Caemy.TION 96TALLATION 5TREET5CAPE 5ECTION MAkFACn TYPE TO D I � INSTALL TREES AL�Oo�w BY RECREATION AND PARKS DIRECTOR HALL 5HALL NOT EXCEED I A' (03R). FI MEDIAN SECTION ALL TRIES RAM IN LAW AREAS. 24' � CONCRETE CONORE RNA- (011w MHI BLOCK ! `\ 2% MIN SLOPE CITY OF BAKERSFIELD REVISIONS i�VARICCSA+�► -STD. 5TA- 1-V •4 0 32' (0911E1 OD. HORIZONTAL I >; DETAILS FOR THRUST BLOCKS 5. GROUT ALL CELLS CONTAINING REBAR W- LUDIN6 BOND BEAMS, TO TOP OF WALL. b. A MINIMUM OF 25% OF STREET SIDE MASONRY TO SIOEiALK .sit DENAI.K� SEEP PLANS FOR =J_ PARAUB ALONG THE EDGE OF HARD SUFALE .- BACKFILL ­31 \ /MON STRIP (� CITY STA;t LANDSCAPE AREA SFST L -11, DETAIL 4' EE TEXTI)RED. SLOPE I- WAT9WRAOFIN5 ' WITHIN A LANDSCAPE AREA SHALL ff FROM HALL MANFAGTURER AND TYPE TO EE APPROVED PLAN NO. -aVJ 1D5 51 AND A ?OWARDS 5'IREET WITH 2% RNMtM AND 4.1 FWQMI4. BY RECREATION AND PARK5 DIRECTOR 'IT -_ OF _j_4 NOTE: EI STREETSGAPE SECTION ONLY AL ZWO HIM CORNER MONA -ENT LOGATTM rmb) rr 11'rRUVIT III F XXXXX Dolt (STANDARD TYPE 51DEWALK) GI (^CATER PROOFIN5 1. TAMET' PER 5 GAL (164 U 6 -TNU15 PER OF Oh-M SLOPE, OR STEPPED TO MEET MEW WWREPEM5 NOTES: (RAISED PLANTERS AND 3 o RETAINING WALL5) 1. PROVIDE POSITIVE NI VE DRAINAGE (2% IM.M TO 44 MAX) AS DIRECTED EY CITY EGRffiR T. ARY ND ALL DEVIAT70N8 FROM THIS STANDARD SFWl BE M ALL FILL AREAS. PAt®5 PER CJAdtQtr 2. qO' (2SOAW ADS CONCRETE MOW STRIP 15 IRBI FOR ALL APPROVED BY THE RECREATION AD PARKS DIFLTOR w x 6O' X 6' (O.!5 n x 02n x O.AW MOCKS LAYN AREAS ADJACENT TO PROP05M OR EXISTING HALL PER MAN.FAOTUZat5 MG, TAB.11: CITY STADARD SHEET L -II, DETAIL NI. 5. ALL MATERIALS tGED SHALL EE HEN AND FREE FROM 3. HALL MTV PROOFING 6 REGI)IRED PER C TY STAIVARD IMPERFECTIONS. 6 NOTE 6i q. HATER PROOF SLRFACIN6 NTH 025' (6OW THICK SHEET L -II, DETAIL MI 6. IF CRBM6 AND OR CURB /6U!TE R FOR LANDSCAPE CENTER NE1W6 4. ANY AND ALL CN4NSES SHALL EE APPROVED BY THE ARE NOT EXISTING, SEE APPROVED CVIL ENGINEERING ORAWI14555. 20 OF TIE STANDARD VTLFKAT06 . ASPHALTIC HATER PROOF COATING OF APPROVED EQUAL AS PER CITY STANDARD SHEET L-4 DIFAIL 61. COAT ONLY THAT PORTION RECREATION AND PARKS DIRECTOR PRIOR TO IMPLEMENTATION. 1.4A' (1=W MIN PLANTING, AREA MOTH, HI TREE W ITHOTA q. AL MATERIAL M sw1 EE HEN AW FOES FROM MMMTM CITY OF BAKERSFIELD REVISIONS 10. SEE APPROVED LA PSCAPEAARI6ATICN R-Am FOR BEAN LOT PAD GRADE DOWN TO FOOTING. LANDSCAPE DETAILS FOR MEDIAN SPECFV MOM NMEER5. 5M KANI FACTMR, AND ISLAND PARKWAY, WATERPROOFING 10 FOOTINGS SHALL NOT EXCEED THE MOTH SHORN ON THE PE FOMAMICE REDMEMIN4S. II. ADD Y OF IXAHF CUT H -NOD CHIP MATEIA. FROM CDY5 PLANTER WALL, AND RETAINING WALLS 6tt9EW106TE FALN.ITY OR APPROVED MIL. PN6 BY MbRE IF" 2OY (5044). ANY FORRYORK NECESSARY PI$YAa.RNs i PLAN NO, SHT 9 OF _-0- - L -J Q 1PPR04FD RCE x"xx r,,7 TR1E r2'! S Z W M LO 00 ~I W U Q f1/ � L1_ W Q U U� ? � Q � Z W a O 2 J LL �� ICI Z LL Jo J w LL co ZI� W 0 m REVISIONS DATE: 01/30/2015 JOB NO.: 201309.031 DRAWN BY: RA SHEET NO.: 10 10 OF 11 It 0 0 1 Q0 r co co tR IN Q0 O U-) 1 / Q0 Irn W co r co co V Q Z 0 LL Q U O J w rLL V ) w 00 0 U me 0 0 U w U Q w n fUn V 0 Z Q J �J v / Q w I J TEE N 90° ELL OVALVE ANCHOR CONCRETE TRI15T BLOCK OYPICAU �- NOTES: L O 22 1/2° ELL OP GRO55 O PLUG 1. A PLAMNIN5 DEPAART ENT APPROVED CONCEPT PLAN 15 MiESSIM TREATED) LODGE POLE PIE REMOVE NURSERY NOTES: REWRE3D PRJOR TO SUBMITTAL OF HALL IMPROVEMENT ENT PLANKS. TREE STAR PALM ALL PLANT MATERIAL VWVMR2 D TO RE OF THE INSTALLATION SPECIFICATIONS O ELEVATION GAP PER APPROVED CONCEPT PLAN 2. ALL TIRENCHIN5 STNDARD SHEET L -2, DETAILS p, E, AND F. � SHEET DEPTHS -2, DE SHALL EE PER P. 2. FOOTING TO EE CLASS V CONCRETE PC = 250QP51 (112MPA). l� 3. PORTLAND D CEMENT CONCRETE USED FOR THRUST BLOCKS SHAII BE 0.A55 T' AS PHR APPLICABLE PROVISIONS OF SECTION qO OF THE STANDARD 3. CO jMrT MOLD AS RF[UREP TO SBURE PLANTS STABILITY SPECIFICATIONS OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION, APPROVED C1RRENT EDITON (\ 66 / _ 3. FINISHED GRADE DIFFEi@IGE ON EACH SIDE OF THE 4. TRR)5T BLOCKS SHALL EE MED AT CHANGE$ OF DRECHON (BENDS, TEES). aWGE5 OF VELOCITY vjw Caemy.TION 96TALLATION OWXZZ5, VALVES), AND PIPE DEAD ENDS. REDUCER O 45 ° ELL OU INSTALL TREES AL�Oo�w 1 HALL 5HALL NOT EXCEED I A' (03R). MAXIMA THRUST FORCE EXPECTED AND THE LOAD- BEARING CAPACITY OF THE SOIL. 6. ALL CONCRETE TFR I6T BLOCKS SHALL EE IN ALL TRIES RAM IN LAW AREAS. ACCORDANCE CE WITH THE LATEST APPROVED EDITION OF THE UNIFORM PLUMBING CODE 4. GROUT ALL aU5 TO 2A' (Oh fd ABOVE 46H M GRADE CITY OF BAKERSFIELD REVISIONS •4 0 32' (0911E1 OD. HORIZONTAL 5,7 03W OR L65 FROM ANY HARD SURFACE RACE SABRE R DETAILS FOR THRUST BLOCKS 5. GROUT ALL CELLS CONTAINING REBAR W- LUDIN6 BOND BEAMS, TO TOP OF WALL. b. A MINIMUM OF 25% OF STREET SIDE MASONRY TO PARAUB ALONG THE EDGE OF HARD SUFALE STANDARD EE TEXTI)RED. PLAN NO. FF49M GRACE REAR ROOT FOIDATICN AS FOILOK 'IT -_ OF _j_4 1. TOP OF WALL GRADIENT TO MATCH R TO A MAXINtM rr 11'rRUVIT III F XXXXX Dolt 1. TAMET' PER 5 GAL (164 U 6 -TNU15 PER OF Oh-M SLOPE, OR STEPPED TO MEET MEW WWREPEM5 3 o 20 lot wx q . TABLETS PER 20 (O6M1 BOX ItSTALL RADT BAat!� AS DIRECTED EY CITY EGRffiR T. ARY ND ALL DEVIAT70N8 FROM THIS STANDARD SFWl BE PAt®5 PER CJAdtQtr Lm �� APPROVED BY THE RECREATION AD PARKS DIFLTOR w x 6O' X 6' (O.!5 n x 02n x O.AW MOCKS b. SEARING SOIL %HALL BE COMPACTED TO q0% OF MADUMIM MY DENSITY AS DETERMINED BY A51M D-101 TO A DEPTH OF to WI RD BELOW BOTTOM OF FOOTING,. MAN.FAOTUZat5 MG, TAB.11: 6. ALL LNDSCAPE NSTALLATION .MALL BE M A660RDANE N1N 9TLFMCATION5 6 NOTE 6i q. HATER PROOF SLRFACIN6 NTH 025' (6OW THICK 20 OF TIE STANDARD VTLFKAT06 . ASPHALTIC HATER PROOF COATING OF APPROVED EQUAL AS PER CITY STANDARD SHEET L-4 DIFAIL 61. COAT ONLY THAT PORTION HI TREE W ITHOTA q. AL MATERIAL M sw1 EE HEN AW FOES FROM MMMTM 10. SEE APPROVED LA PSCAPEAARI6ATICN R-Am FOR BEAN LOT PAD GRADE DOWN TO FOOTING. SPECFV MOM NMEER5. 5M KANI FACTMR, AND 10 FOOTINGS SHALL NOT EXCEED THE MOTH SHORN ON THE PE FOMAMICE REDMEMIN4S. II. ADD Y OF IXAHF CUT H -NOD CHIP MATEIA. FROM CDY5 6tt9EW106TE FALN.ITY OR APPROVED MIL. PN6 BY MbRE IF" 2OY (5044). ANY FORRYORK NECESSARY PI$YAa.RNs i TO MAINTAIN THIS FOOTING HIM SHALL BE B 1 OH THE FINISHED TR1E TOP OF GRADE AT BAST W' (0.4M) OR THE DEPTH OF THE FOOTING, HICNEVER 6 LESS. CS TRW 4 .4o TREE STAKES + DESIGN CRITERIA: WONDER TREE TE W2464 OR APPROVED I. CONCRETE MA60 RY LIT GRADE 'N'. MEPW K16W HALAL 2 TIM E'ER STAKE.13 TIES AS N®ED) JI STAKE LOCATION STAKI 14 0 32' (0,W OD. COMrORM5 TO A5TM CIO. (SEE NOTE 02 AD PETAL J) SINE SEND INTO FOOTING 2. REINFORCED STEEL = GRADE 40, FOR MW OLY RATER 3. MAAKH SOIL BEARING PRESSURE = IOOOP'5F (6.gMPA) WATER WEN BA6N SOYBERH F.S. I 4. NO DESIGN 5 WHIM 013", EXPOS IRE W A OR" OF TREE TO BE 05' Own) ABOVE Fb. q .. AND WSHIC ZOIE'c'. (TRROIOHOUT) R.ANTIN5 TAMET3 ° SIDE 5. %WIVISION HALL so 5: 5A APPROVED MATERIALS: AJ.MMIM STANLE55 STEt3, BRASS 6RAN!TE, IN -40 TILE AND PTDHDEt COATEd 5TEi3. WITH RNMM IHICiO2£i OF 3/6' SOLID TROI&IC)T SIGN. 5B. STAIN-ES5 STEEL HAL ANCHORS (f/4' X 2 -1/27 RNHM. MY7IITED TOP AND 0T NODS ER YEEN LW TOE LL MTN EPDXY AND SHALL ISE ROTE 16) § (SEE NOTE AS) ,xIL - FINISHED GRAVE E _,j " I ROOIBALL I 4 CONCRETE MOYGTRIP AS REWIRED PER DETAIL L -11 KI TYPICAL SHRUB II STAKING DETAIL PLANTING DETAIL 2 -#4 CITY OF BAKERSFIELD REVISIONS s • - 'LON6ITIVKAL SHRUB PLANTING CONT!NN)JS A4 0 6' STANDARD a 'S" 24' (ObW OC. 30' (0J3n) L CITY OF BAKERSFIELD REVISIONS - . SHT 60 OF !a -10 DETAIL FOR MASONRY WALL NON - RETAINING STANDARD PLAN NO. SHT _L4_ OF _L< L-14 APMN IT.O RCE. XXXXX + r2'! S Z W M LO 00 ~I W U Q f1/ � L1_ W Q U U� ? � Q � Z W a O 2 J LL �� ICI Z LL Jo J w LL co ZI� W 0 m REVISIONS DATE: 01/30/2015 JOB NO.: 201309.031 DRAWN BY: RA SHEET NO.: 10 10 OF 11 It 0 0 1 Q0 r co co tR IN Q0 O U-) 1 / Q0 Irn W co r co co V Q Z 0 LL Q U O J w rLL V ) w 00 0 U me 0 0 U w U Q w n fUn V 0 Z Q J �J v / Q w I J TEE N 90° ELL OVALVE ANCHOR CONCRETE TRI15T BLOCK OYPICAU �- NOTE-5: 1. AMY 5OL A OIE NT AS PER SOIL TEST. L O 22 1/2° ELL OP GRO55 O PLUG MiESSIM TREATED) LODGE POLE PIE REMOVE NURSERY NOTES: I. ALL HAIRLINE. INSTALLED SHALL BE TESTED AS PER O 45 ° TEE MANIACTIRES SPECIFICATIgB AND SHALL BE A PART 45° TEE TREE STAR PALM ALL PLANT MATERIAL VWVMR2 D TO RE OF THE INSTALLATION SPECIFICATIONS O ELEVATION 2. ALL TIRENCHIN5 STNDARD SHEET L -2, DETAILS p, E, AND F. � SHEET DEPTHS -2, DE SHALL EE PER P. l� 3. PORTLAND D CEMENT CONCRETE USED FOR THRUST BLOCKS SHAII BE 0.A55 T' AS PHR APPLICABLE PROVISIONS OF SECTION qO OF THE STANDARD 3. CO jMrT MOLD AS RF[UREP TO SBURE PLANTS STABILITY SPECIFICATIONS OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION, APPROVED C1RRENT EDITON (\ 66 / 4. TRR)5T BLOCKS SHALL EE MED AT CHANGE$ OF DRECHON (BENDS, TEES). aWGE5 OF VELOCITY vjw Caemy.TION 96TALLATION OWXZZ5, VALVES), AND PIPE DEAD ENDS. REDUCER O 45 ° ELL OU INSTALL TREES AL�Oo�w 5. HEN TFI05T BLOCKS ARE 151D, THE 50 AND TYPE OF THE BLOCKING, M)5T BE BASED ON TIE MAXIMA THRUST FORCE EXPECTED AND THE LOAD- BEARING CAPACITY OF THE SOIL. 6. ALL CONCRETE TFR I6T BLOCKS SHALL EE IN ALL TRIES RAM IN LAW AREAS. ACCORDANCE CE WITH THE LATEST APPROVED EDITION OF THE UNIFORM PLUMBING CODE E60.1 Rearm CITY OF BAKERSFIELD REVISIONS DBTPNCE VPRES 5,7 03W OR L65 FROM ANY HARD SURFACE RACE SABRE R DETAILS FOR THRUST BLOCKS PARAUB ALONG THE EDGE OF HARD SUFALE STANDARD 6. KAWW TABLET SHA . BE PLACED 20' 1'.+aRR) EEOW PLAN NO. FF49M GRACE REAR ROOT FOIDATICN AS FOILOK 'IT -_ OF _j_4 L -J rr 11'rRUVIT III F XXXXX Dolt r2'! S Z W M LO 00 ~I W U Q f1/ � L1_ W Q U U� ? � Q � Z W a O 2 J LL �� ICI Z LL Jo J w LL co ZI� W 0 m REVISIONS DATE: 01/30/2015 JOB NO.: 201309.031 DRAWN BY: RA SHEET NO.: 10 10 OF 11 It 0 0 1 Q0 r co co tR IN Q0 O U-) 1 / Q0 Irn W co r co co V Q Z 0 LL Q U O J w rLL V ) w 00 0 U me 0 0 U w U Q w n fUn V 0 Z Q J �J v / Q w I J u NOTE-5: 1. AMY 5OL A OIE NT AS PER SOIL TEST. 2 ALL TREES %'U BE STAINED NTH N IM 20' NalK DIAL MiESSIM TREATED) LODGE POLE PIE REMOVE NURSERY oY TREE STAR PALM ALL PLANT MATERIAL VWVMR2 D TO RE P,ROJWT 5DE AND 1161N1 HER TREE STM S. 3. CO jMrT MOLD AS RF[UREP TO SBURE PLANTS STABILITY vjw Caemy.TION 96TALLATION INSTALL TREES AL�Oo�w 4. ARBOR TREE ERAD OR APPROVED M AL 15 REWIRED ARWV CL OF PLANTER ALL TRIES RAM IN LAW AREAS. E60.1 Rearm 5. ROOT &JAFD B+ARRAR 5 FW aRREP NO THE TREE TREK 5 DBTPNCE VPRES 5,7 03W OR L65 FROM ANY HARD SURFACE RACE SABRE R PARAUB ALONG THE EDGE OF HARD SUFALE PIS. 6. KAWW TABLET SHA . BE PLACED 20' 1'.+aRR) EEOW FF49M GRACE REAR ROOT FOIDATICN AS FOILOK 51D60MLK rr I- TAEIET PER I SAL ON U 1. TAMET' PER 5 GAL (164 U 6 -TNU15 PER 3 o 20 lot wx q . TABLETS PER 20 (O6M1 BOX ItSTALL RADT BAat!� Poo B w / �� T. ARY ND ALL DEVIAT70N8 FROM THIS STANDARD SFWl BE PAt®5 PER CJAdtQtr Lm �� APPROVED BY THE RECREATION AD PARKS DIFLTOR MAN.FAOTUZat5 MG, TAB.11: 6. ALL LNDSCAPE NSTALLATION .MALL BE M A660RDANE N1N 9TLFMCATION5 6 NOTE 6i CITY STADARDS. MANFACTIRER5 14HCl49DATION AND SECTION 20 OF TIE STANDARD VTLFKAT06 . HI TREE W ITHOTA q. AL MATERIAL M sw1 EE HEN AW FOES FROM MMMTM 10. SEE APPROVED LA PSCAPEAARI6ATICN R-Am FOR SPECFV MOM NMEER5. 5M KANI FACTMR, AND PE FOMAMICE REDMEMIN4S. II. ADD Y OF IXAHF CUT H -NOD CHIP MATEIA. FROM CDY5 6tt9EW106TE FALN.ITY OR APPROVED MIL. PI$YAa.RNs -- HIM DIk£OTbN TR1E CS TRW TREE STAKES + WONDER TREE TE W2464 OR APPROVED HALAL 2 TIM E'ER STAKE.13 TIES AS N®ED) JI STAKE LOCATION STAKI (SEE NOTE 02 AD PETAL J) SINE TREK alARD FOR MW OLY RATER WATER WEN BA6N SOYBERH F.S. 4D' BERM OLhm) F.B. (LCD 1w A OR" OF TREE TO BE 05' Own) ABOVE Fb. q .. (TRROIOHOUT) R.ANTIN5 TAMET3 O ISE ROTE 16) § (SEE NOTE AS) ,xIL 11RLR37 SOIL I ROOIBALL OF ROOTBALL KI TYPICAL SHRUB II STAKING DETAIL PLANTING DETAIL CITY OF BAKERSFIELD REVISIONS DETAIL FOR TREE AND SHRUB PLANTING STANDARD PLAN NO. L 111. TD RCEXxxxx - . SHT 60 OF !a -10 r2'! S Z W M LO 00 ~I W U Q f1/ � L1_ W Q U U� ? � Q � Z W a O 2 J LL �� ICI Z LL Jo J w LL co ZI� W 0 m REVISIONS DATE: 01/30/2015 JOB NO.: 201309.031 DRAWN BY: RA SHEET NO.: 10 10 OF 11 It 0 0 1 Q0 r co co tR IN Q0 O U-) 1 / Q0 Irn W co r co co V Q Z 0 LL Q U O J w rLL V ) w 00 0 U me 0 0 U w U Q w n fUn V 0 Z Q J �J v / Q w I J Landscape Specifications General Notes: 1. Scope of work: Complete all landscaping work as shown on the drawings and as specified herein. 2. General requirements: A. All plants furnished by contractor shall be true to name. Conform to standardized plant names by American joint committee on horticulture nomenclature. All work shall conform to applicable requirements of American Association of Nurserymen, Inc. standards. B. All nursery stock and other plant materials shall be subject to inspection by City Of Bakersfield Parks Division prior to being removed from containers and placed in ground. All plants shall be free of disease and insects of any kind, and all necessary inspection certificates shall accompany each shipment as required by law. C. Provide plants of normal growth and uniform height, according to species, with straight primary trunks and well - developed leaders, roots and tops. Heeled -!n stock or stock from cold storage shall not be accepted. D. Provide plants of sizes specified or listed on drawings, size stated in each case being interpreted to mean dimensions of plants as it stands in its natural position in nursery without straightening of any branches or leaders. E. Provide legible labels attached to all plants, specimens bundles, boxes, bales, or other containers indicated botanical genus, species and size of each. 3. Preparation of subsoil: When subgrade has been established by others and approved, smooth over to remove ridges and depressions so surface is parallel to finish grade. 4. Grades: Finish grades for all project prior to planting or hydroseeding, unless otherwise approved by the City Parks Division, shall be no less the 'W' below hard surface, and not more than 1" below hard surface, i.e. cement slab, sidewalk, concrete header. 5. Digging and shipping of plant material: A. Exercise extreme care in digging, transporting, handling and packing of all plants. B. Handle plants so roots are protected at all times, and delivery is in open vehicles, cover entire load, but not be so tight as to cause heating. C. No plant will be accepted when ball of earth surrounding roots has been cracked or broken preparatory to or during the process of planting or when burlap, staves, ropes or platforms have been removed. Protect root balls from sun and wind by covering with soil or other suitable material if not planted immediately on delivery. 6. Planting areas: Planting areas mean pits for individual trees, sh r ubs and vines or lawn areas shown on drawings or specifications. Locate all such areas shown on drawings and stake out for approval by City of Bakersfield prior to planting. 7. Preparation of lawn and groundcover areas: A. All topsoil brought to the job shall be a fertile, friable natural sandy loam, without admixture of subsoil material, and obtained not more than two or three feet from the top of the deposit and from a well- drained arable site. It shall be live soil and contain a normal amount of decomposed organic matter and shall be free from heavy alkaline soil, coarse sand, stones, lumps, tools, sticks or other foreign matter. B. Soil amendments: All areas to be planted and irrigated shall receive soil amendments. The following soil amendments shall be incorporated per 1,000 square feet of soil surface area. 1. Four (4) cubic yards organic amendments. Materials shall be organic wood based product consisting of redwood or fir only. Material shall contain no manure of any kind, weed seeds, or any foreign substance. Maximum particle size shall be 1/4 ". Product shall contain a minimum 1 % available nitrogen. 2. 200 pounds agricultural gypsum. 3. 10 pounds soil sulfur. 4. 150 pounds Gro -power Plus or an approved equal. C. Any soil brought to site must be from an area approved by the City Parks Division. D. Over prepared subgrade, topsoil shall be spread to such a depth that seeding or plants, and after area has been compacted and planted, surface shall conform to lines and grades designated. E. After spreading topsoil, condition with commercial fertilizer at the rate of fifteen (15) pounds per 1,000 square feet, which shall then be thoroughly rototiled into the topsoil. F.After topsoil has been spread, the area shall be lightly raked to remove all additional stones, roots, lumps or any other foreign material. The finished surface shall be loose, smooth and pulverized. 8. Lawns: A. Seeding: The preparation of the subsoil and lawn areas shall be done just prior to the actual seeding which shall be done at a time favorable to the growth of the grass and only at the time approved by the City of Bakersfield. B. Hydroseeding: 1. Prepare seedbed as previously described. 2. Hydroseed mix for turf areas shall be as follows: 1/3 Unhulled Common Bermuda 1/3 Creeping Red fescue 1/3 Kentucky Bluegrass 3. Mix shall be mechanically applied at the rate of 450 pounds per acre. 4. Mix shall include the following Wood Cellulose Mulch: 1800 pounds Ecology Controls "M Binder ": 500 pounds per acre 20 -10 -5 fertilizer: 500 pounds per acre. 5. Hydraulic equipment to be used for the application of the slurry mix shall have a built in agitation system to agitate mix and entire unit shall be mounted on mobile unit. 6. The operator shall spray with a uniform visible coat using the green color of the wood pulp as a guide. The slurry shall be applied in a sweeping motions, in an arched stream so as to fall like rain, allowing the wood fibers to build on each other until a good coat is achieved and the material is spread at the required rate per acre. 7. Prior to hydroseeding, the area shall be irrigated in order to provide a moist seed bed for the hydroseed application. 8. Hydroseed areas shall receive several consecutive waterings the day of the hydroseeding to thoroughly saturate the soil. 9. After initial irrigation, water shall be applied as often, and in sufficient amounts as conditions may require, to keep the soil wet and until germination is complete. C. Sod: 1. Prepare seedbed as previously described, but work for a surface' /4' lower than surrounding paving. 2. Spread a layer of complete fertilizer (same amount as label calls for new lawn). 3. Unroll delivered sod on prepared seedbed. 4. Lay strips parallel with strips end staggered as in a bricklayers running bond pattern. 5. Press end of each strip closely against the end of the last strip. 6. Roll with half water filled roller, weight not to exceed 250 pounds. 7. Water until rots have been penetrated deeply into the prepared seedbed. 9. Planting: A. All trees shall be set slightly higher than the finished grade. No filling around the trunks will be permitted. B. All shrubs shall be set slightly higher than the finished grade. No filling around the stems will be permitted. Topsoil shall be carefully tamped under and around plants to fill all voids. C. Bottom of all plant area shall be loosened and a layer of topsoil at least two inches in thickness added to each pit so ball or roots will rest thereon when plant is set to required grade. D. All trees shall be planted in pits at least one and one -half (1- 1/2) feet greater in diameter than their ball of earth or spread of roots. When the tree has been properly set and inspected, the pit shall be backfilled with topsoil to which has been added the bonemeal and gypsum at the rate of fifty (50) pounds per cubic yard of topsoil. Soil shall be thoroughly tamped and watered; after backfilling, a mound of earth shall be formed around the edge of each tree pit in order to form a shallow saucer. E. All trees 24" box and smaller shall be surrounded by stakes, se details. F. All trees within turf areas, shall receive Arbor -gard or approved equal, trunk protectors. 10. Mulching: After the work of planting has been completed and approved, all shrub beds shall receive a top dressing of Forest Humus (1 ") one inch deep. 11. Planted area boarders: All planting boarders shall be 6 "x6" concrete strips. See City standard L -11, detail #O -O. Where turf is adjacent to a wall or fence, a 9 "x9" mow strip is required. See City standards L -11, detail N -N. A 6 "x6" mow curb is required anywhere City maintenance responsibilities end. For phased projects, mow curbs will be required, even if not called out on plans, at phase lines to be removed upon beginning of construction of next adjacent phase. 12. No shrub shall be placed any closer than '/2 is diameter at maturity to any hard surface. Final placement of plant materials shall be approved by the City of Bakersfield, and the City reserves the right to require the deletion or addition of plant material to achieve desired plant density. 13. Spacing on trees and shrubs shall be not less than their diameter at maturity. 14. Groundcover plants shall be planted a minimum of 12" from any walkways and all irrigation equipment. 15. Pruning: Prune all plant materials. Only skilled workmen shall do this work under the direction of the landscape contractor. Irrigation s ecifications General Notes: 1. Scope of work: Includes furnishing all labor, materials and equipment for the proper installation of the irrigation system. The work includes, but is not necessarily limited to the following: A. Trenching and backfill. B. Automatically controlled irrigation system. C. Test all systems and make operative. D. "As- built" drawings. 2. Guarantee: All work shall be guaranteed for one year from date of acceptance against all defects in material, equipment and workmanship. Guarantee shall also cover repair of damage to any part of the premises resulting from leaks or other defects in material, equipment and workmanship to the satisfaction of the owner. All repairs, if required, shall be done promptly at no cost to the City of Bakersfield. 3. General: A. Permits and fees: Obtain all permits and pay the required fees to any governmental agency having jurisdiction over the work. Inspections being required by local ordinances during the course of construction shall be arranged as required. On the completion of work, satisfactory evidence shall be furnished to the City of Bakersfield to insure that all work has been installed in accordance with the ordinances and local code requirements. B. Approval: Wherever the terms "approval" or "approved" are used in the specifications, they shall mean the approval of the City of Bakersfield in writing. C. Before any work begins, a conference shall be held between the contractor and the City of Bakersfield concerning the work under this contract. D. Coordination: Coordinate and cooperate with all other contractors to enable the work to proceed as rapidly and efficiently as possible. E. Inspection of site: Contractor shall acquaint himself with all site conditions. He shall call U.S.A. prior to construction to locate all underground utilities. Should site utilities not shown on the plans be found during excavations, contractor shall promptly notify the City of Bakersfield for instructions as to further action. Failure to do so will make the contractor liable for any and all damage thereto arising from his operations subsequent to discovery of such utilities not shown in plans. F. Protection of existing plants and site conditions: The contractor shall take necessary precautions to protect site conditions as they exist. Should any damage be incurred, the contractor shall repair the damage to its original condition. t conform to the contract h right t reject n material or work which does no co G. The City of Bakersfield reserves the o effect a y documents. Rejected work shall be removed or corrected at the earliest possible time. H. The contractor shall make necessary adjustments in the layout as may be required to connect to existing stubouts. t work, the contractor shall I shown an a may be required to complete he w an such stubs not located exact as s o d s , Should s be Y Y Y q P take responsibilities to locate all stubs and make the connections. I. All work is subject to inspection by a City representative. Any work covered without the approval of the City Park Division is subject to being uncovered for inspection at the discretion of the City Parks Division. J. Final acceptance: Final acceptance of the work may be obtained from the City of Bakersfield upon the satisfactory completion of all work, thereby prompting commencement of the maintenance period. K. All points o f connection for electrical service for irrigation systems shall be independent from m traffic signal power source /street lighting power source. A single line schematic for the electrical power supply for irrigation systems shall be reviewed and approved by the City Engineer prior to the start of any landscape /irrigation installations. 4. Materials: A. General: All materials throughout the system shall be new and in perfect condition. No deviations from the specification shall be allowed without the approval of the City of Bakersfield. B. Plastic fittings: All fittings to be schedule 40 Polyvinyl Chloride (PVC) standard weight as manufactured by Sloane, Lasco or an approved equal. C. Solvent cement: Compatible with PVC pipe and of proper consistency. See City of Bakersfield detail sheet for acceptable installation procedures of all aspects of irrigation. 5. Point of Connection A. In the event the point of connection to the city water supply is to be somewhere other than where specified on the plans, the contractor shall receive written approval from the City Parks Division prior to installation of the point of connection. B. The water meter for the landscape irrigation shall be located in the landscape area shown on plans. C.When possible backflow presenters shall be located in planter areas. 6. Installation A. Excavating and trenching: 1. Perform all excavations as required for the installation of work included under this section. Including shoring of earth banks to prevent cave -ins. Restore all surfaces, existing underground installations, etc., damage or cut as a result of the excavations to their original condition and in a manner approved by the City of Bakersfield. B. Pipe line assembly: 1. Install remote control valves where shown and group together where practical. Place them no closer than 12 inches to the walk edges, building and walls. 2.Plastic pipe and fittings shall be solvent welded using solvents and methods as recommended by manufacturer of the pipe, except where screwed connections are required. Pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before applying solvent with non - synthetic bristle brush. 3. Pipe may be assembled and welded on the surface. Snake pipe from side to side of trench bottom to allow for expansion and contraction. 4. Make all connections between plastic pipe and valves or steel pipe with threaded fitting using plastic female adapters with schedule 80 nipples. See details L -7 and L -5. C. Sprinkler Heads 1. Install all sprinklers as detailed In City of Bakersfield L -7. Sprinkler heads adjacent to curbs and other paved areas shall be to grade. Sprinkler heads which are to be installed in lawn areas where turf has not yet been established shall be four inches above the proposed finished grade during establishment period, and lowered to grade upon completion of project. 2. All sprinklers having adjusting pin nozzles shall have the pins adjusted into the stream for proper and adequate distribution at the water over the coverage pattern at the sprinkler, 3. All sprinklers having an adjusting screw, adjusting stem or adjusting friction collars shat be adjusted on a lateral line or circuit as required for the proper arc of coverage, radius. Diameter and /or gallonage discharge. D. Closing of pipe and flushing lines 1. Cap or plug openings as soon as all lines have been installed to prevent the entrance of materials that would obstruct the pipe. Leave them in place until removal is necessary' for the completion of the installation. 2. Thoroughly flush out all water lines before installing heads, valves and other hydrants. 3. Test all work in accordance with City of Bakersfield requirements. 4. Upon completion of the testing the contractor shall complete assembly and adjust all sprinkler heads for proper distribution. 7. Workmanship A. Lay out work as accurately as possible to the working drawings. The drawings, though carefully drawn, are generally diagrammatic to the extent that swing joints, offsets and all fittings are not shown, B. The contractor shall be responsible for full and complete coverage of all irrigated areas and shall make any necessary minor adjustments. The City of Bakersfield reserves the right to require the addition or deletion of irrigation heads to achieve proper coverage. C. Any major revisions to the irrigation system must be submitted and answered in written form. 8. Backfill and Compacting A. After the system is operating and at required tests and inspections have been made, backfill all excavations and trenches with clean soil, free of all rubbish. B. Compact all trenches in areas to be planted by thoroughly flooding the backfill. Jetting process may be used in those areas. C. Dress off all areas to finish grades. 9. Cleanup: Remove from the site all debris resulting from work of this section. 10. Hydrostatic Tests A. Request the presence of the City of Bakersfield in writing at least 48 hours in advance of testing. B. Testing to be accomplished at the expense of the contractor and in the presence of the City of Bakersfield. C, Center load piping with a small amount of backfill to prevent arching or slipping under pressure. All joints shall remain open. All valves or valve locations shall remain open. D. Apply a continuous and static water pressure of 60 PSI when welded plastic joints have cured at at least 24 hours and with the risers capped as follows: Main lines and sub mains shall be tested for at least 1 hour. E. Repair any leaks resulting from the tests. F. Demonstrate the entire system to the City of Bakersfield, proving that all remote control valves are properly balanced, that all heads are properly adjusted for radius and arc of coverage and that the installed system is workable, clean and efficient. 11. Electric Meter A. The electric meter shall be placed as indicated on the plans and shall conform to all applicable City and agency standards for installation. B. The irrigation controller and the electric meter shall be placed immediately adjacent to one another, 12. Quick couplers A. All quick coupler valves shall be located in planter areas whenever possible. B. At completion of the project, the contractor shall provide the City with two (2) quick coupler keys. 13. Coverage A. The contractor shall flush out and adjust all sprinkler heads and valves for optimum coverage with minimum over spray This shall include regulating the pressure at each valve to obtain the optimum operating pressure for each circuit. B. Prior to commencement of the maintenance period, the contractor shall demonstrate the irrigation system coverage. The contractor shall notify the City Parks Division twenty-four (24) hours prior to such test. C. The City Parks Division shall have final approval of coverage. Maintenance Period 1. The contractor shall provide all labor, materials and equipment to perform work during the post - installment maintenance period, as specified herein including but not limited to: adequate watering of plant material and controlling weeds, rodents and other pests for a minimum period of three hundred and sixty-five (365) days. 2. The contractor shall maintain the project on a continuous basis from the first day after planting is completed, until final written acceptance by the City of Bakersfield Recreation & Parks Department. 3. Cost incurred due to damage or replacement during the post - installation maintenance period shall be the responsibility of the contractor. 4. All areas including, but not limited to turf, groundcover areas, concrete walks and slabs shall be kept clean and free of weeds, litter, and debris. 5. Before weeds exceed two (2) inches in height, they shall be removed and disposed of offsite. Serious weeds pests (i.e. blackberry, nut sedge or bind weeds) shall be spot sprayed with a non - selective post- emergent herbicide as specified by a weed abatement company, and left in place for (7) seven days. Areas sprayed shall remain unwatered for a minimum of forty -eight (48) hours. Dead weeds shall be removed seven (7) days after application and disposed of off -site. 6. Constant diligence shall be maintained for the advent of diseases, insects, and /or rodent infestations and proper preventative or control measures taken. Should the City, during the maintenance period, discover that the terms for the maintenance period as stated herein have not been strictly adhered to, then the days accruing toward completion of said maintenance period will be terminated. The maintenance period will be extended one (1) day for each day the area is out of its maintenance period. After the area has been brought up to City standard, The City will require a re- inspection by a City of Bakersfield Recreation and Parks representative. When the inspection is completed, and the area is in satisfactory condition, then, and only then, will the City re- accept the area in writing. 7. The contractor shall properly and completely maintain all parts of the irrigation system. 8. The contractor shall provide for delivery of water in sufficient quantities and adjust water application to compensate for seasonal conditions. 9. (3) Three wee k s prior to the conclusion of the maintenance period, the contracto r shall co n tac t the City's representative to perform a final inspection of work. Any removed plants not in satisfactory and healthy condition o from the site shall be If the Replacement plants do replaced with material of like kind and size and in a manner specified for original planting. e p p not represent a similar foliage re resentation of the original planted material the contractor shall replace plants with next available up -sized container. All ground cover shall have a twelve (12 ") inch clearing from all structures including but not limited to: sidewalk areas, walls, fences, mow curbs, valve boxes, tree bases, shrubs, etc. 1 0. Before the start rt o f the maintenance eriod. The cont r acto r shall prepare and submit on a ( new ) se t of blue line prints an "As Built" drawing. The drawings shall include all deviations from the original bid documents made during construction that affect the main lines, controller locations, remote control valves, quick - coupling valves, all sprinkler heads and all plant material. The drawings shall also indicate and show approved substitutions of size material and manufacturer's name and catalog numbers. Also, a set of 11 X 17 laminated "As Built" with highlighted color coded irrigation reference chart and schedule, keys to the controller, and two quick coupler valve keys with gate valve hose bib attachment, shall be submitted to the City. i I i it invoices of said Rain Bird h tractor shall submit al ned ed 1 h start of the maintenance period, the Con 1. Before the s a p equipment to the City of Bakersfield Recreation & Parks representative for their Maxicom dollar fund. o � Hof ass, ©� w No. C 33448 j� FrCAO�� _/ Z W M 00 L11 CDI H U U) Q H/ � LJ� I W Q U U� Z Q -�z z co Qo LL OI� IUI Z 0 � � D J w LL Z O Q m REVISIONS DATE: 01/30/2015 JOB NO.: 201309.031 DRAWN BY: RA SHEET NO.: 11 OF 11 O• • r C� MIA N 0 1 LO Lr_100 co T_ Z 0 LL J U 0 J W_ ALL W C. W M� W I..L D 0 U J O 00 0 CD O yIN.S�� U W �0 LL W a. Q 0 U) 0 Z J ��J W Q W Q 0 I n J Q