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HomeMy WebLinkAbout6.1-1767LIST OF DRAWINGS (F/LE: Londscope_T4K213.dwg) SHEET l T/TL£ SHEET �^� O �j�� Q ^ ��j—�� D TITO SHEET 2 PROJECT LOCA TION PLAN SHEET 3 CONCRETE CONSTRUCT/ON PLAN � C' SHEET 4 /RR/GAT/ON & LANDSCAPING PLANS SHEET 5 /RR/GAT/ON & LANDSCAPING PLANS SHEET 6 CONCRETECONSTRUCTION & IRRIGATION PLANS SHEET 7 IRRIGATION & LANDSCAPING PANS MEDIAN IMPROVEMENTS TO SHEET 8 CONCRETE CONSTRUCTION & IRRIGATION PLANS SHEET 9 /RR/GAT/ON &LANDSCAPING PLANS SHEET 10 /RR/GAT/ON & LANDSCAPING PLANS MT. VERNON AVENUE SHEET 11 /RR/GAT/ON & LANDSCAP/NG PLANS SHEET 12 CONCRETE CONSTRUCTION &IRRIGATION PLANS SHEET 13 IRRIGATION & LANDSCAPING PANS COLUMBUS STREET TO UNIVERSITYAVENUE SHEET 14 CONCRETE CONSTRUCTION & IRRIGATION PLANS SHEET 15 PLANTING SCHEDULE FEDERAL PROJECT NO. RPSTPLE-5109(205) SHEET 16 STANDARD DETAILS SHEET 17 STANDARD DETAILS BENCHMARK BASIS OF BEARING SEE SHEET 2 SEE SHEET 2 CITY STANDARDS L-2, L-3, L-5, L-6, L-7, L-8, L-9, L-10, L-12, ST -2, ST -12, ST -21, & T-2 NOTE: ALL REFERENCE TO CLASS ""A" & "B" CONCRETE SHALL BE REPLACED W/ TH CLASS 2 & 3 CONCRETE RESPEC TI VEL Y AS DEFINED IN THE CAL TRANS STANDARD SPECIFI CA TIONS, MAY 2010 EDITION. STATE STANDARDS NOT APPLICABLE CONVENTIONAL SYMBOLS — — — — — — — :- —EASEMENT _ — — — = = = EXIST. CURB & GUTTER S.L. RIGHT-OF-WAY ----------------------------- EXIST. A.C. FL0KINE - - CENTERLINE ---./.--------- /// --EXIST. EDGE OF PAVEMENT RAILROAD TRACKS n n GUARD RAIL x CHAIN LINK FENCE IMPRO VEMEN TS UTILITY SYMBOLS W EXIST WA TER LINE S EXIST SEWER LINE G EXIST GAS LINE SD EXIST STORM DRAIN 0 H EXIS T AERIAL E EXIST UNDERGROUND LINES POWER LINE TV EXIST UNDERGROUND T EXIST UNDERGROUND TV CABLES PHONE LINE o EXIST OIL LINE FO EXIST FIBER OPTIC LINE •M.H. MANHOLE F.H oo, FIRE HYDRANT P.P.POWER W.M.. _w POLE WA TER METER :- EXISTING MONUMENT N FU TURE MONUMEN T S.L. 3 S TREE T LIGHT G.V. S TREE T LIGHT W/MAST ARM C.O. CLEAN OUT W. V. N WATER VALVE ®M GAS METER G.V. Da GAS VAL VE BENCHMARK EM- AU TO SCOPE © PRE-EMPTION DEVICE LOCATION MAP NO T TO SCALE FINAL PAY QUANTITIES REMOVE ASPHALT CONCRETE 306 C EARTHWORK, MEDIAN EXCA VA TION 168 C IMPORT SELECT MATERIAL 215 C Job No.: T4K213 File Path: S: \PROJECTS\2013-2014\T4K213 — Mt. Vernon Columbus Median Improvements\dwg File Name: T4K213_Landscape 915.dwg STATE OF CALIFORNIA NO TE: THE CON TRAC TOR MUST POSSESS THE FOLLOWING VALID LICENSE. CLASS '�4 " OR "C -27"t NO TE: THE CON TRAC TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH 0.5 MILES QRpFESS/ONS � o\Q s i NGH c') 9� 2 C 80507 * Exp. 3-31-15 CIV 1 L OF CAS APPROVED BY= tsX'� &y;1,.Mnw 011 1,111 - NICOLAS FIDLER, R.C.E. 61069, EXPIRES 12-31-14 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: 11mac° .ASSISTANT PUBLIC WORKS DIRECTOR DATE L ENGINEER IV — DESIGN ENGINEERING TRAFFIC ENGINEERING 17 �7 ARK CONSTRUCTION & FACILITY PLANNE CITY RECORD No. MEDIAN IMPROVEMENTS TO MT. VERNON AVENUE COLUMBUS STREET TO UNIVERSITY AVENUE DATE 41/17/14 DATE DATE NO 1 OF 17 SHEETS 0 1 2 3 w Z O Li U J w z a 0 m 0 w O n I I n N O N O N L6 i N E N 0- Q) N cn d C- C- 0 O Ln 07 N Q d O V) C- 0 O J N Y 3 C N N O L Q E C O N V) E O U C: O C N I N Y / O N I O N (17 H U w O ry n 1-1 m z4. w z 0 cn w U I W z Q 0 52 m 0 w 0 n m 0 N 0 N L6 L Q) E Q) a a� cn c O ori rn Q) 0- 0 U V) c a J N Y d- i V) c Q) O 0- cn cn O U c- 0 O c- 0 0 N U) U w 0 m G DEMOLITION NOTES CONTRACTOR SHALL REMOVE: I. ALL EXISTING ASPHALT INSIDE MEDIAN ISLANDS. 2• ALL EXISTING CONCRETE TREE WELLS. 3• ABANDONED GONG. CURBING SHOWN ON SHEET A. A. EXISTING IRRIGATION SYSTEM INCLUDING HEADS, LATERALS & EXISTING BACKFLOW DEVICE INSIDE NORTHERNMOST MEDIAN. IRRIGATION FACILITIES WHICH RE6UIRE REMOVING LARGE TREE ROOTS SHALL INSTEAD BE ABANDONED IN PLACE & THEIR LOCATION DENOTED ON THE "AS -HILT" PLAN. EXISTING TREES I. CONTRACTOR SHALL PROTECT -IN-PLACE ALL EXISTING TREES. 2. CONTRACTOR SHALL NOT CHANGE GRADE UNDER DRIP LINE OF EXI5TING TREES BY REMOVING SOIL OR ADDING ANY IMPORT MATERIAL. 5. CONTRACTOR SHALL WORK AROUND EXISTING TREE ROOT'S AND ONLY CUT ROOTS WHEN ABSOLUTELY NECESSARY. A. CONTRACTOR SHALL WATER EXISTING TREES DURING CONSTRUCTION A5 DIRECTED BY THE ENGINEER. 5. CONTRACTOR SHALL NOT PLACE BARK MULCH AGAINST TRUNK OF EXISTING TREES. (o. LOCATE SPRINKLERS 50 AS TO NOT SPRAY EXISTING TREE TRUNKS. 7. LOCATE TREE BUBBLERS FOR EXISTING TREES NEAR DRIPLINE OF TREE CANOPY. d LR 0 1 D EXISTING CURB (FLONLINE) EXISTING CROSSWALK EXISTING GUTTER (LIP) REMOVE EXISTING MEDIAN CURB 0 CONSTRUCT MEDIAN CURB TO MATCH EXISTING CURB, OUTSIDE EDGE OF CURB SHALL BE PLACED ADJACENT TO OUTSIDE EDGE OF CROSSWALK. PAINT MEDIAN NEW STAMPED CONCRETE 1 NOSE YELLOW WITH (2) GOATS OF ENNIS COLOR & PATTERN TO MATCH N TRAFFIC PAINT. APPLY POTTERS BEADS EX. MT. VERNON MEDIAN NORTH O AFTER EACH GOAT OF PAINT PER OF UNIVERSITY. + 3:: MANUFACTURER"5 SPECIFICATION. PATCH N O PAVEMENT PER GOB DETAIL ST -12. EXISTING MEDIAN CURB 1 Q � j M 1+.00 2+00 n z:=ffm ZW 2 �w N REMOVE (5) ABANDONED PULL BOXES. REMOVE ABANDONED SIGN FOOTINGS. 1 REMOVE ABANDONED PSL BOX. REMOVE ABANDONED FOOTING FOR FORMER PEDESTRIAN PUSH BUTTON & SURROUNDING CONCRETE. 1 EXISTING GUTTER (LIP) EXISTING CURB (FLONLINE) m.....�.�................. CONCRETE CONSTRUCT/ON PLAN 1 � 1 REMOVE ABANDONED PULL BOX. 1 1 EXISTING GUTTER (LIP) 0 EXISTING CURB (FLOWLINE) a — 0 ®...,--�4n in � �_€�_ CITY OF BAKERSFIELD, CALIFORNIA CONCRETE CONSTRUCT/ON PLAN File Name* T4K213_Lcndsccpe 915 Drawn: DC PUBLIC WORKS DEPARTMENT Job No.: T4K213 Designer: DC Dote: 5/22/14 Checked By: Aj QRpFESSIpN S I NGH <k � "r REGISTERED CI VI L ENGINEER C 80507 * Exp. 3-31-15 CITY OF BAKERSFIELD 1_11. 1501 TRUXTUN AVENUE 9TF clV�\_ BAKERSFIELD, CA 93301 OF cp'\_ REVISIONS No. DA TE DESCR/P TION �1 471 / / IRRIGA TION LEGEND ® RAINBIRD 1812 -SAM -PRS BODY, SQ FUL NOZZLE, 30 psi, 360° 0.40 GPM O RAINBIRD 1812 -SAM -PRS BODY, SQ HLF NOZZLE, 30 psi, 180° 0.20 GPM RAINBIRD RWS-B-1401 BUBBLER, 30 psi, 0.25 GPM 2 BUBBLERS PER TREE ®RAINBIRD 100 PEB-PRS-D SERIES IRRIGATION VALVE- TYPICAL INSTALL PRS -DIAL PER RAINBIRD'S RECOMMENDATIONS RAINBIRD 44 -LRC: I" (6" HEIGHT) 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW SCHEDULE 40 IRRIGATION MAIN LINE EXISTING IRRIGATION MAIN LINE NEW SCHEDULE 40 PVC LATERAL PIPE SLEEVE (MIN. TWO TIMES DIA OF IRRIGATION LINE SIZE) - I IOV - NEW 110 VOLT ELECTRICAL SERVICE WIRE IN 1"ELECTRICAL CONDUIT. —CW— NEW IRRIGATION CONTROL WIRE. INSTALL IN2" CONDUIT WHEN NOT ADJACENT TO MAIN LINE. (SHOWN ONL Y WHERE INSTALLED AWAYFROM MAIN LINE OR IN CONDUIT/ SLEEVE.) SCI K EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK PB NEW PULLBOX e POINT OF CONNECTION (PDC) WITH NEW 1.5" WATER 11 ' METER INSTALLED BY CALIFORNIA WATER SERVICE. LlNEW BACKFLOW PREVENTER GENERAL NOTES 1. ALL WORK SHALL COMPL Y WITH THE 2010 STA TE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS" AND "STANDARD PLANS", AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES. 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICATION AND ACCURACY IS THE CONTRACTOR'S. 3. CONTRACTOR SHALL FIELD VERIFY WATER & ELECTRICAL POINTS OF CONNECTION (POC) PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL ADJUST TREE PLANTING & RWS 1401 TREE BUBBLER LOCATIONS WHEN IN CONFLICT WITH UTILITIES. VERIFY MINIMUM UTILITY CLEARANCE WITH APPROPRIATE UTILITY COMPANY. 5. CONTRACTOR SHALL REMOVE APPROXIMATELY 280 LF OF BROKEN AND/OR DAMAGED MEDIAN CURB IN VARIOUS L OCA TIONS THROUGHOUT THE JOB SI TE AS DIRECTED BY Cl TY ENGINEER. CONTRACTOR SHALL REPLACE WI TH NEW CURB TO MA TCH EXISTING. m Z Z 10 O m c........„,..,..... .._„,„„„„,., .......... w.e..m„ n MT. VERNON AVE, > D M �— THIS SHEET < m - m- Z N I W 1 2 a W V) NEW STAMPED CONCRETE Z Z W COLOR & PATTERN TO MATCH CD J W EXISTING Mr. VERNON MEDIAN W U) NORTH OF UNIVERSITY. m = U 3+00 -� _. EXISTING MEDIAN CURB M.H. • 1 � 1 REMOVE ABANDONED PULL BOX. 1 1 EXISTING GUTTER (LIP) 0 EXISTING CURB (FLOWLINE) a — 0 ®...,--�4n in � �_€�_ CITY OF BAKERSFIELD, CALIFORNIA CONCRETE CONSTRUCT/ON PLAN File Name* T4K213_Lcndsccpe 915 Drawn: DC PUBLIC WORKS DEPARTMENT Job No.: T4K213 Designer: DC Dote: 5/22/14 Checked By: Aj QRpFESSIpN S I NGH <k � "r REGISTERED CI VI L ENGINEER C 80507 * Exp. 3-31-15 CITY OF BAKERSFIELD 1_11. 1501 TRUXTUN AVENUE 9TF clV�\_ BAKERSFIELD, CA 93301 OF cp'\_ REVISIONS No. DA TE DESCR/P TION �1 471 / / IRRIGA TION LEGEND ® RAINBIRD 1812 -SAM -PRS BODY, SQ FUL NOZZLE, 30 psi, 360° 0.40 GPM O RAINBIRD 1812 -SAM -PRS BODY, SQ HLF NOZZLE, 30 psi, 180° 0.20 GPM RAINBIRD RWS-B-1401 BUBBLER, 30 psi, 0.25 GPM 2 BUBBLERS PER TREE ®RAINBIRD 100 PEB-PRS-D SERIES IRRIGATION VALVE- TYPICAL INSTALL PRS -DIAL PER RAINBIRD'S RECOMMENDATIONS RAINBIRD 44 -LRC: I" (6" HEIGHT) 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW SCHEDULE 40 IRRIGATION MAIN LINE EXISTING IRRIGATION MAIN LINE NEW SCHEDULE 40 PVC LATERAL PIPE SLEEVE (MIN. TWO TIMES DIA OF IRRIGATION LINE SIZE) - I IOV - NEW 110 VOLT ELECTRICAL SERVICE WIRE IN 1"ELECTRICAL CONDUIT. —CW— NEW IRRIGATION CONTROL WIRE. INSTALL IN2" CONDUIT WHEN NOT ADJACENT TO MAIN LINE. (SHOWN ONL Y WHERE INSTALLED AWAYFROM MAIN LINE OR IN CONDUIT/ SLEEVE.) SCI K EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK PB NEW PULLBOX e POINT OF CONNECTION (PDC) WITH NEW 1.5" WATER 11 ' METER INSTALLED BY CALIFORNIA WATER SERVICE. LlNEW BACKFLOW PREVENTER GENERAL NOTES 1. ALL WORK SHALL COMPL Y WITH THE 2010 STA TE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS" AND "STANDARD PLANS", AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES. 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICATION AND ACCURACY IS THE CONTRACTOR'S. 3. CONTRACTOR SHALL FIELD VERIFY WATER & ELECTRICAL POINTS OF CONNECTION (POC) PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL ADJUST TREE PLANTING & RWS 1401 TREE BUBBLER LOCATIONS WHEN IN CONFLICT WITH UTILITIES. VERIFY MINIMUM UTILITY CLEARANCE WITH APPROPRIATE UTILITY COMPANY. 5. CONTRACTOR SHALL REMOVE APPROXIMATELY 280 LF OF BROKEN AND/OR DAMAGED MEDIAN CURB IN VARIOUS L OCA TIONS THROUGHOUT THE JOB SI TE AS DIRECTED BY Cl TY ENGINEER. CONTRACTOR SHALL REPLACE WI TH NEW CURB TO MA TCH EXISTING. m Z Z 10 O m c........„,..,..... .._„,„„„„,., .......... w.e..m„ n MT. VERNON AVE, > D D �— THIS SHEET < m - m- KEY MAP CONCRETE CONSTRUCTION PLAN MEDIAN IMPROVEMENTS TO MT. VERNON AVENUE SCALE: 1 SHEET NO. 3 OF 17 0 1 2 3 w z O w U J Li z Q 0 m 0 w O J n A 1 EXISTING MEDIAN CUR15 GAS GAN MOf LLJ z U) F— Q W J I LJ %W W0= ��. ...... W z 'z — LLJ 0 —1 Lj m2UO __•112 f U DEMOLITION NOTES Q 1 GONTRAGTOR SHALL REMOVE: I. ALL EXISTING ASPHALT INSIDE MEDIAN ISLANDS. Z• ALL EXISTING CONCRETE TREE WELLS. 3. ABANDONED GONG. GUR6ING SHONN ON SHEET 4. 4. EXISTING IRRIGATION SYSTEM INCLIAING HEADS, LATERALS & EXISTING 15AC4<FL0IN DEVICE IN51DE 1 NORTHERNM05T MEDIAN. IRRIGATION FACILITIES v - EXISTING CURB (PLOWLINE) EXISTING GUTTER (LIP) _ __ ... ...—B '„ rl A 9" 95.6 6.5 GPM GPM NEW 1.5" MAINLINE SHRUB HEAD TREE BUBBLER 1 VAL VE 1/2" 3/4" 3/4" VALVE ,_ 1/4" 3/4" " °' 3/4 + ul 4113314 _ Q 15+.00 ui W v W V) _-- — LLI W ADJJ5T • V) SURVEY � J i/2 �� MONUMENT REMOVE A15ANPONEP CONCRETE NEW STAMPED CONCRETE Q GURNNO INSIDE MEDIAN. COLOR & PATTERN TO MATH REMOVE A15ANPONEP PSL 150. EX. MT. VERNON MEDIAN NORTH 1 OF UNIVERSITY, 1 G TTr _.�.__-� .......____ _ - _ T r CONCRETE CONSTRUCTION & /RR/GAT/ON PLAN, 24 -O".f 30'-0"f 30'-0"f 30'-0"f 30' 0"-f In NFXT TRFF C7Z z m c Z Aa mC 25'-0"f 24' 0"t m jr a0 ca1 � W C G Q D I6 Q MT. VERNON AVE, m Lo V 1> 1 — �---- THIS SHEET < m it > --- + MOT 'Alx�=xm MEN all liffipp 7ij It ,, ��.���ir.ma :00 t. ►� . y Z0�- k, fir,_ �►�. W ti iA 4+ - �� ,...v_ . .. _.... � fit., � � /J� "�.� Wc r. . �,:...��!!i� � .. r W . r ti q� --._--�y-'i'`' T � � . � �� I � � I ) .w<..iw'�► �_ •� ,�r,.»..� Z���iiil► ...,. .w.. '�.: _ +n dig. . +[%,r.'� ZW t - - � �y� • � JW 0Lij j- .�-- =., _.. __ - _-_ _►y.7� ,8 - ;,- �_,.. �- � _ /Iii �_ �--^ �-� I -� �--- - _ - _ _ ice___ 7 _p._ ��� -_ ..�-- - • ,�_ I — IIIA_ Al�w�.— �, � �— — �-�i■ ��� _— -- •Q�— ��— ��— �i __ ��� �_—�_ �-- •� .�- - - _ \u-- �� — ■ �— �_ �_ �—_ . _ . Q 1 REMOVE ALL EXISTING CONCRETE TREE WELLS. 1 G -_._...-_. - ,,_�• M.H. 3' nL v - EXISTING CURB (PLOWLINE) EXISTING GUTTER (LIP) _ __ ... ...—B '„ rl A 9" 95.6 6.5 GPM GPM NEW 1.5" MAINLINE SHRUB HEAD TREE BUBBLER 1 VAL VE 1/2" 3/4" 3/4" VALVE ,_ 1/4" 3/4" " °' 3/4 + ul 4113314 _ Q 15+.00 ui W v W V) _-- — LLI W ADJJ5T • V) SURVEY � J i/2 �� MONUMENT REMOVE A15ANPONEP CONCRETE NEW STAMPED CONCRETE Q GURNNO INSIDE MEDIAN. COLOR & PATTERN TO MATH REMOVE A15ANPONEP PSL 150. EX. MT. VERNON MEDIAN NORTH 1 OF UNIVERSITY, 1 G TTr _.�.__-� .......____ _ - _ T r CONCRETE CONSTRUCTION & /RR/GAT/ON PLAN, 24 -O".f 30'-0"f 30'-0"f 30'-0"f 30' 0"-f In NFXT TRFF File Nome: T4K213_La CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K213 Date: 5/22/14 / QRpFESS/ONq 51 NGH REGISTERED CI VI L EN GI NEERCif C 80507 * Exp. 3-31-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF C/VAL BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCR/P TION ll( 471 / / IRRIGA TION LEGEND ® RAINBIRD 9812 -SAM -PRS BODY, SQ FUL NOZZLE, 30 psi, 360° 0.40 GPM O RAINBIRD 1812 -SAM -PRS BODY, SQ HLF NOZZLE, 30 psi, 180° 0.20 GPM RAINBIRD RWS-B-1401 BUBBLER, 30 psi, 0.25 GPM 2 BUBBLERS PER TREE ®RAINBIRD 100 PEB-PRS-D SERIES IRRIGATION VALVE- TYPICAL INSTALL PRS -DIAL PER RAINBIRD'S RECOMMENDATIONS RAINBIRD 44 -LRC: 9" (6" HEIGHT) 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW SCHEDULE 40 IRRIGATION MAIN LINE EXISTING IRRIGATION MAIN LINE NEW SCHEDULE 40 PVC LATERAL PIPE SLEEVE (MIN. TWO TIMES DIA OF IRRIGATION LINE SIZE) 11 OV - NEW 110 VOLT ELECTRICAL SERVICE WIRE IN 1"ELECTRICAL CONDUIT. —CW— NEW IRRIGATION CONTROL WIRE. INSTALL /N2" CONDUIT WHEN NOT ADJACENT TO MAIN LINE. (SHOWN ONLY WHERE INSTALLED AWAYFROM MAINLINE OR IN CONDUIT/SLEEVE.) C[d EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK PB NEW PULLBOX 8 POINT OF CONNECTION (POC) WITH NEW 1.5" WATER R • METER INSTALLED BY CALIFORNIA WATER SERVICE. BFPLl NEW BACKFLOW PREVENTER GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE 2010 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS" AND "STANDARD PLANS; AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS /S PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICATION AND ACCURACY /S THE CONTRACTOR'S 3. CONTRACTOR SHALL FIELD VERIFY WA TER & ELECTRICAL POINTS OF CONNECTION (POC) PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL ADJUST TREE PLANTING & RWS 1401 TREE BUBBLER LOCATIONS WHEN /N CONFLICT WITH UTILITIES. VERIFY MINIMUM UTILITY CLEARANCE NTH APPROPRIATE UTILITY COMPANY. 5. CONTRACTOR SHALL REMOVE APPROXIMATELY 280 LF OF BROKEN AND/OR DAMAGED MEDIAN CURB IN U VARIOUS LOCA TIONS THROUGHOUT THE JOB SITE AS DIRECTED BY Cl TY ENG/NEER. CONTRACTOR SHALL .REPLACE WITH NEW CURB TO MATCH EXISTING. `> C7Z z m c Z Aa mC m jr ca1 W C _ D I6 y MT. VERNON AVE, m 1> — �---- THIS SHEET < m it > --- MOT 'Alx�=xm MEN all liffipp 7ij It ,, ��.���ir.ma :00 t. ►� . y -P k, fir,_ �►�. �. I► �- �� ,...v_ . .. _.... � fit., � � "�.� r. . �,:...��!!i� � .. r W . r ti q� --._--�y-'i'`' T � � . � �� I � � I ) .w<..iw'�► �_ •� ,�r,.»..� Z���iiil► ...,. .w.. '�.: _ +n dig. . +[%,r.'� �■��°�`++�� s'�'�:�' W►'I r ��,��!���R���„�`/t� - t � �y� • � ♦ • ♦ �'" i 'jam. �- . j- .�-- =., _.. __ - _-_ _►y.7� ,8 - ;,- �_,.. �- � _ /Iii �_ �--^ �-� I -� �--- - _ - _ _ ice___ 7 _p._ ��� -_ ..�-- - • ,�_ I — IIIA_ Al�w�.— �, � �— — �-�i■ ��� _— -- •Q�— ��— ��— �i __ ��� �_—�_ �-- •� .�- - - _ \u-- �� — ■ �— �_ �_ �—_ . _ . - File Nome: T4K213_La CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K213 Date: 5/22/14 / QRpFESS/ONq 51 NGH REGISTERED CI VI L EN GI NEERCif C 80507 * Exp. 3-31-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF C/VAL BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCR/P TION ll( 471 / / IRRIGA TION LEGEND ® RAINBIRD 9812 -SAM -PRS BODY, SQ FUL NOZZLE, 30 psi, 360° 0.40 GPM O RAINBIRD 1812 -SAM -PRS BODY, SQ HLF NOZZLE, 30 psi, 180° 0.20 GPM RAINBIRD RWS-B-1401 BUBBLER, 30 psi, 0.25 GPM 2 BUBBLERS PER TREE ®RAINBIRD 100 PEB-PRS-D SERIES IRRIGATION VALVE- TYPICAL INSTALL PRS -DIAL PER RAINBIRD'S RECOMMENDATIONS RAINBIRD 44 -LRC: 9" (6" HEIGHT) 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW SCHEDULE 40 IRRIGATION MAIN LINE EXISTING IRRIGATION MAIN LINE NEW SCHEDULE 40 PVC LATERAL PIPE SLEEVE (MIN. TWO TIMES DIA OF IRRIGATION LINE SIZE) 11 OV - NEW 110 VOLT ELECTRICAL SERVICE WIRE IN 1"ELECTRICAL CONDUIT. —CW— NEW IRRIGATION CONTROL WIRE. INSTALL /N2" CONDUIT WHEN NOT ADJACENT TO MAIN LINE. (SHOWN ONLY WHERE INSTALLED AWAYFROM MAINLINE OR IN CONDUIT/SLEEVE.) C[d EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK PB NEW PULLBOX 8 POINT OF CONNECTION (POC) WITH NEW 1.5" WATER R • METER INSTALLED BY CALIFORNIA WATER SERVICE. BFPLl NEW BACKFLOW PREVENTER GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE 2010 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS" AND "STANDARD PLANS; AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS /S PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICATION AND ACCURACY /S THE CONTRACTOR'S 3. CONTRACTOR SHALL FIELD VERIFY WA TER & ELECTRICAL POINTS OF CONNECTION (POC) PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL ADJUST TREE PLANTING & RWS 1401 TREE BUBBLER LOCATIONS WHEN /N CONFLICT WITH UTILITIES. VERIFY MINIMUM UTILITY CLEARANCE NTH APPROPRIATE UTILITY COMPANY. 5. CONTRACTOR SHALL REMOVE APPROXIMATELY 280 LF OF BROKEN AND/OR DAMAGED MEDIAN CURB IN U VARIOUS LOCA TIONS THROUGHOUT THE JOB SITE AS DIRECTED BY Cl TY ENG/NEER. CONTRACTOR SHALL .REPLACE WITH NEW CURB TO MATCH EXISTING. `> C7Z z m c Z Aa mC m jr ca1 W C _ D I6 y MT. VERNON AVE, m 1> — �---- THIS SHEET < m > --- KEY MAP LANDSCAPE AND IRRIGATION PLAN 915 Drain: Dc Designer: DC MEDIAN IMPROVEMENTS TO Checked By.- MT. VERNON AVENUE SCALE. 1 "_ 10' SHEE T NO. 4OF77 1 2 3 4. w z 0 w U J w z Q 0 m 0 w 0 J m ---------------------------- CONCRETE CONSTRUCTION& IRRIGATION PLAN sC _ A C 0 m m 30 -0 f 30 -0 f co Zn 24'_ Of 24- 0 f 22 -6"i 10 -0 f TO NEXT TREE �^ AI n MT. VERNON AVE. m z > y D m0 r� THIS SHEE D-,------. EXISTING C JRf5 (FLOWLINE) 6EGIN/ END BORING FROM MEDIAN TO MEDIAN WHERE MEDIAN IS WIDE ENOUGH FOR 60RING PIT. 'JLEEVES/ EXISTING GUTTER (LIP)STARTS, CONDUIT MUST EXTEND I' PAST EDGE OF HARDSCAPE. DOBE ALONG CENTERLINE OF ROAD. ONCE PLANTER AREA PLACE IRRIGATION MAINLINE & CONTROL WIRE NEAR EDGE OF NEW STAMPED CONCRETE. v' `n � G __ 1 t NEW STAMPED CONCRETE to NEW j.5' MAINLINE IN NEW 3" BORED PVC SLEEVE. COLOR & PATTERN TO MATCH 1 1 NEW 1.5" MAINLINE EX. MT. VERNON MEDIAN NORTH NEW IRRIGATION CONTROL WIRE IN NEW 2" BORED CONDUIT. OF UNIVERSITY. 1 1 0 1/2" L0 co .�._........ ........:ix.. ..�..,.... .�.,..,,.. ..,�...�. wcoi...... `^.. GW GW GW GW GW GW ®� W f % 6+00�F-- 17+00 W -400 uj W 8+00 W = � � � 2 w LLJ V) -- W 1z ui H. _LL1 J LLJ 1z Cr— • V) J EXISTING MEDIAN � DEMOLITION NOTES WR13 U GU IQ CONTRA(,TOR SHALL REMOVE: _ C U1PE ~ CONCRETE TREE WELLS. I. ALL EXISTING ASPHALT IN-5MEDIAN ISLANDS. < 1 1 STYPt1N0L0j5IUM JAPONICUM 'REGENT' KOELREUrER A 15IPINNATA 3. ALL EXISTING CONCRETE TREE WELLS. CHINESE F 1 ABANDONED CON(,. CUR151NG SHOWN ON SHEET A. 1 < .4. EXISTING IRRIGATION SYSTEM INCLUDING HEADS, LATERALS & EXISTING 15ACKFLOVV DEVICE INSIDE NORTHERNM05T MEDIAN. IRRIGATION FAGILITIEs WHICH REQUIRE REMOVING LARGE TREE ROOTS 1 SHALL INSTEAD PSE A15ANPONEP IN PLACE & THEIR LOCATION DENOTED ON THE "A5 -BUILT" PLAN. 1 ---------------------------- CONCRETE CONSTRUCTION& IRRIGATION PLAN L E TREE 1-24" 15OX TREE 3-24" 15OX T EES EXISTING GUTTER (LIP) T T T _ T EXISTING CURB (FLOWLINE) T CITY OF BAKERSFIELD, CALIFORNIA PLANT/NG PLAN File Nome.• NK213_Landscope 915 Drawn: DC .PUBLIC WORKS DEPARTMENT Job No.: T4K213 Designer: DC Date: 5/22/14 Checked By.• N QRpFESS/pNq I NG/-/ -� z REGIS TERED Cl VIL E (NEER C 80507 * Exp.3-31-15 CITY OF BAKERSFIELD 9501 TRUXTUN AVENUEO�� BAKERSFIELD, CA 93301 OF CA0� REVISIONS No. DA TE DESCRIP TION IS11,17 471 / / lRRIGA TION LEGEND ® RAINBIRD 1812 -SAM -PRS BODY, SQ FUL NOZZLE, 30 psi, 360; 0.40 GPM O RAINBIRD 1812 -SAM -PRS BODY, SQ HLF NOZZLE, 30 psi, 180° 0.20 GPM RAINBIRD RWS-B-1401 BUBBLER, 30 psi, 0.25 GPM 2 BUBBLERS PER TREE ®RAINBIRD 100 PEB-PRS-D SERIES lRRIGA TION VAL VE - TYPICAL INSTALL PRS -DIAL PER RAINBIRD'S RECOMMENDATIONS RAINBIRD 44 -LRC: 1- (6" HEIGHT) 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW SCHEDULE 40 IRRIGATION MAINLINE EXISTING IRRIGATION MAIN LINE NEW SCHEDULE 40 PVC LATERAL PIPE SLEEVE (MIN. TWO TIMES DIA OF IRRIGATION LINE SIZE) —11OV — NEW 110 VOLT ELECTRICAL SERVICE WIRE IN I" ELECTRICAL CONDUIT. —Cw— NEW IRRIGATION CONTROL WIRE. INSTALL IN 2" CONDUIT WHEN NOT ADJACENT TO MAIN LINE. (SHOWN ONLY WHERE INSTALLED AWAY FROM MAINLINE OR IN CONDUIT/ SLEEVE.) SCI I EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK PB NEW PULLBOX e POINT OF CONNECTION (POC) WITH NEW 1.5" WATER O • METER INSTALLED BY CALIFORNIA WATER SERVICE. 0 NEW BACKFLOW PREVENTER GENERAL NOTES 1. ALL WORK SHALL COMPL Y NTH THE 2010 STA TE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS" AND "STANDARD PLANS" AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS /S PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICATION AND ACCURACY IS THE CONTRACTOR'S 3. CONTRACTOR SHALL FIELD VERIFY WATER & ELECTRICAL POINTS OF CONNECTION (POC) PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL ADJUST TREE PLANTING & RWS 1401 TREE BUBBLER LOCATIONS WHEN IN CONFLICT WITH UTILITIES. VERIFY MINIMUM UTILITY CLEARANCE WITH APPROPRIATE UTILITY COMPANY. 5. CONTRACTOR SHALL REMOVE APPROXIMA TEL Y 280 LF OF BROKEN AND/OR DAMAGED MEDIAN CURB IN VARIOUS LOCATIONS THROUGHOUT THE JOB SITE AS DIRECTED BY CITY ENGINEER. CONTRACTOR SHALL REPLACE WITH NEW CURB TO MA TCN EXISTING. sC _ A C 0 m m 30 -0 f 30 -0 f co Zn 24'_ Of 24- 0 f 22 -6"i 10 -0 f TO NEXT TREE �^ AI n MT. VERNON AVE. m z > y D m0 r� THIS SHEE D-,------. Q `O LO v' `n � CP W 1 to 1 1 LO co -400 uj W � � 2 -- W 1z H. _LL1 J LLJ • V) U 1 IQ REMOVE ALL EXISTING CONCRETE TREE WELLS. 1 STYPt1N0L0j5IUM JAPONICUM 'REGENT' KOELREUrER A 15IPINNATA JAPANESE PAGODA TREE CHINESE F 1 L E TREE 1-24" 15OX TREE 3-24" 15OX T EES EXISTING GUTTER (LIP) T T T _ T EXISTING CURB (FLOWLINE) T CITY OF BAKERSFIELD, CALIFORNIA PLANT/NG PLAN File Nome.• NK213_Landscope 915 Drawn: DC .PUBLIC WORKS DEPARTMENT Job No.: T4K213 Designer: DC Date: 5/22/14 Checked By.• N QRpFESS/pNq I NG/-/ -� z REGIS TERED Cl VIL E (NEER C 80507 * Exp.3-31-15 CITY OF BAKERSFIELD 9501 TRUXTUN AVENUEO�� BAKERSFIELD, CA 93301 OF CA0� REVISIONS No. DA TE DESCRIP TION IS11,17 471 / / lRRIGA TION LEGEND ® RAINBIRD 1812 -SAM -PRS BODY, SQ FUL NOZZLE, 30 psi, 360; 0.40 GPM O RAINBIRD 1812 -SAM -PRS BODY, SQ HLF NOZZLE, 30 psi, 180° 0.20 GPM RAINBIRD RWS-B-1401 BUBBLER, 30 psi, 0.25 GPM 2 BUBBLERS PER TREE ®RAINBIRD 100 PEB-PRS-D SERIES lRRIGA TION VAL VE - TYPICAL INSTALL PRS -DIAL PER RAINBIRD'S RECOMMENDATIONS RAINBIRD 44 -LRC: 1- (6" HEIGHT) 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW SCHEDULE 40 IRRIGATION MAINLINE EXISTING IRRIGATION MAIN LINE NEW SCHEDULE 40 PVC LATERAL PIPE SLEEVE (MIN. TWO TIMES DIA OF IRRIGATION LINE SIZE) —11OV — NEW 110 VOLT ELECTRICAL SERVICE WIRE IN I" ELECTRICAL CONDUIT. —Cw— NEW IRRIGATION CONTROL WIRE. INSTALL IN 2" CONDUIT WHEN NOT ADJACENT TO MAIN LINE. (SHOWN ONLY WHERE INSTALLED AWAY FROM MAINLINE OR IN CONDUIT/ SLEEVE.) SCI I EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK PB NEW PULLBOX e POINT OF CONNECTION (POC) WITH NEW 1.5" WATER O • METER INSTALLED BY CALIFORNIA WATER SERVICE. 0 NEW BACKFLOW PREVENTER GENERAL NOTES 1. ALL WORK SHALL COMPL Y NTH THE 2010 STA TE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS" AND "STANDARD PLANS" AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS /S PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICATION AND ACCURACY IS THE CONTRACTOR'S 3. CONTRACTOR SHALL FIELD VERIFY WATER & ELECTRICAL POINTS OF CONNECTION (POC) PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL ADJUST TREE PLANTING & RWS 1401 TREE BUBBLER LOCATIONS WHEN IN CONFLICT WITH UTILITIES. VERIFY MINIMUM UTILITY CLEARANCE WITH APPROPRIATE UTILITY COMPANY. 5. CONTRACTOR SHALL REMOVE APPROXIMA TEL Y 280 LF OF BROKEN AND/OR DAMAGED MEDIAN CURB IN VARIOUS LOCATIONS THROUGHOUT THE JOB SITE AS DIRECTED BY CITY ENGINEER. CONTRACTOR SHALL REPLACE WITH NEW CURB TO MA TCN EXISTING. KEY MAP LANDSCAPE AND IR R / (33"r, 4 TION PLAN MED/AN IMPROVEMENTS TO M7: VERNON AVENUE SCALE: 1 SHEE T NO. 5OF77 0 1 2 3 sC _ A C 0 m m Z co Zn * �. ...."._ �^ AI n MT. VERNON AVE. m z > y D m0 r� THIS SHEE D-,------. KEY MAP LANDSCAPE AND IR R / (33"r, 4 TION PLAN MED/AN IMPROVEMENTS TO M7: VERNON AVENUE SCALE: 1 SHEE T NO. 5OF77 0 1 2 3 w z O W U J w z Q 0 m 0 w O J a - r II a_ N O d - N d - FD N L L Q) E a� 0- Q) Cn C: 0 ori Q) 0- 0 0 U) C_ 0 J I N Y / a� E 0 0 L a c 0 -a a� V) E 0 U 0 C: a� I N Y 0 N I O N 11-11 (n U W O Of IZ / m EXISTING 64JRt3 (FLOWLINE) 1 EXISTING GUTTER (LIP) 1 G NEW STAMPED CONCRETE DOLOR & PATTERN TO MATCH EX. MT. VERNON MEDIAN NORTH OF UNIVERSITY. --� - r-----l--tel---- WIT -Nil SPIN. G /--EXISTING MEDIAN CURf5 9+.00 NEW j.5" MAINLINE IN NEW 3" 15ORED PVG SLEEVE. NEW IRRIGATION CONTROL WIRE IN NEW 2" f5ORED CONDUIT. 1 0 1p GW O '0 uim �- ._�- -G� �- � �!�- �-�lG-tel- �! �! !�- �!- � � � � �� � � --■ CONCRETE CONSTRUCTION& IRRIGATION PLAN 1 G G 1 NEW STAMPED CONCRETE DOLOR & PATTERN TO MATCH 1 EX. MT. VERNON MEDIAN NORTH OF UNIVERSITY. 1 0 EXISTING MEDIAN C-URf5__\ to+ 0 W W GW GW GW �- O - / Z = ..�:._.. - r W -J V7 M.H. V) LLJ = w 1 N U7 NEW j.5'" MAINLINE W W Q 1 IN NEW 3" BORED PVC SLEEVE. Z_ W � J N NEW IRRIGATION CONTROL WIRE IN NEW 2" BORED CONDUIT. _ 1 0 F_ Q 1 � EXISTING GUTTER (LIP) EXISTING CURB (FLOWLINE) 1 BEGIN/ END BORING FROM MEDIAN TO MEDIAN WHERE MEDIAN IS WIDE ENOUGH FOR BORING PIT. SLEEVES/ CONDUIT MUST EXTEND I' PAST EDGE OF HARDSGAPE. 15ORE ALONG CENTERLINE OF ROAD. ONCE PLANTER AREA STARTS, PLACE IRRIGATION MAINLINE & CONTROL WIRE NEAR EDGE OF NEW STAMPED CONCRETE. DEMOLITION NOTES I. ALL EXI51 INO A51'HALT INSIDE MEDIAN ISLANDS. 2• ALL EXISTING CONCRETE TREE WELLS. 3• A15ANPONEP DON6. CURNWi SHOWN ON SHEET 4. A. EXISTING IRRIGATION SYSTEM IN(LUPING HEADS, LATERALS & EXISTING BACKFLOW DEVICE INSIDE NORTHERNMOST MEDIAN. IRRIGATION FACILITIES WHICH REQUIRE REMOVING LARGE TREE ROOT'S SHALL INSTEAD bE ABANDONED IN PLACE & THEIR LOCATION DENOTED ON THE "AS—I5UILT" PLAN. CONCRETE CONSTRUCTION& /RR/GAT/ON PLAN File Nome.' TV21.3 Landscape 915 Drawn: DC CITY OF BAKERSFIELD, to"', LIFORNIAPUBLIC WORKS DEPARTMENT Job No.: T4K213 Designer: DC Date: 5/22/14 Checked By: p j QROFESS/ON h�'��•O O\Q S I NGF/ C� rn REGISTERED CIVIL ENGINEER C80507 * Exp. 3-31-15 CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE 9TF Cl��� BAKERSFIELD, CA 93,301 REVISIONS No. DA TE I DESCRIP TION lRRIGA TION LEGEND ® RAINBIRD 9892 -SAM -PRS BODY, SQ FUL NOZZLE, 30 psi, 360° 0.40 GPM O RAINBIRD 1892 -SAM -PRS BODY, SQ HLF NOZZLE, 30 psi, 1800, 0.20 GPM RAINBIRD RWS-B-1401 BUBBLER, 30 psi, 0.25 GPM 2 BUBBLERS PER TREE ®RAINBIRD 100 PEB-PRS-D SERIES IRRIGATION VALVE - TYPICAL INSTALL PRS -DIAL PER RAINBIRD'S RECOMMENDATIONS RAINBIRD 44 -LRC: 1 " (6" HEIGHT) 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW SCHEDULE 40 IRRIGATION MAIN LINE EXISTING IRRIGATION MAIN LINE NEW SCHEDULE 40 PVC LATERAL PIPE SLEEVE (MIN. TWO TIMES DIA OF IRRIGATION LINE SIZE) — t I OV — NEW 110 VOLT ELECTRICAL SERVICE WIRE IN 1"ELECTRICAL CONDUIT. —CW— NEW IRRIGATION CONTROL WIRE. INSTALL IN 2" CONDUIT WHEN NOT ADJACENT TO MAIN LINE. (SHOWN ONLY WHERE INSTALLED AWAY FROM MAINLINE OR IN CONDUIT/SLEEVE.) CI EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK PB NEW PULL.BOX e POINT OF CONNECTION (POC) WITH NEW 1.5" WATER El ' METER INSTALLED BY CALIFORNIA WATER SERVICE. LlNEW BACKFLOW PREVENTER GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE 2010 STATE OF CALIFORNIA DEPARTMENT OF IRA NSPORTA TION "STANDARD SPECIFICA TIONS" ANO "STANDARD PLANS; ANO ALL LAWS, & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES. 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICATION AND ACCURACY /S THE CONTRACTOR'S. 3. CONTRACTOR SHALL FIELD VERIFY WATER & ELECTRICAL POINTS OF CONNECTION (POC) PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL ADJUST TREE PLANTING & RWS 1401 TREE BUBBLER LOCATIONS WHEN /N CONFLICT WITH UTILITIES. VERIFY MINIMUM UTILITY CLEARANCE W/ TH APPROPRIATE UTILITY COMPANY. 5. CONTRACTOR SHALL REMOVE APPROXIMA TEL Y 280 LF OF BROKEN AND/OR DAMAGED MED/AN CURB IN VARIOUS LOCATIONS THROUGHOUT THE JOB SITE AS DIRECTED BY Cl TY ENGINEER. CONTRACTOR SHALL REPLACE WITH NEW CURB TO MATCH EXISTING. C n m o Z W W O y N MT. VERNON AVE. z m D 'A z o THIS SHEE D _--� KEY MAP LANDSCAPE AND 1RR1%13jr,A_lT10N PLAN MEDIAN IMPROVEMENTS TO MT. VERNON AVENUE SHEET NO. 6OF17 O 1 2 3 w z O cn w U J W z a 0 m 0 W O rn 0 Q a U U) C N Y d- 0 U) Q) E Q) 0 a E c- .0 00 Q) E 0 U c- 0 0 cm OJ S N Y O N 0 N cn F— U w O fy / w J 2 H 2 U H Q CITY OF BAKERSFIELD, CALIFORNIA PLANTING PLAN File Nome.' T4K213_Lon PUBLIC WORKS DEPARTMENT Job No.: T4K213 Date: 5/22/14 915 Drown: DC Designer: DC Checked By M Q00 N H Nuiw IU) w w Z_ w J V) U cQ G 00 Q F- H (n W W IV) w ZW Jw N U Q QRpFESSIo/v SINGH � � < y REGISTERED CIV ENGINEER C 80507rTi * Exp. 3-31-15 CITY OF BAKERSFIELD `PAF CIVIL 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 F OF CAL�F�� REVISIONS No. DA TE DESCRIP TION ll( IRRIGA TION LEGEND ® RAINBIRD 1812 -SAM -PRS BODY, SQ FUL NOZZLE, 30 psi, 360° 0.40 GPM O RAINBIRD 1812 -SAM -PRS BODY, SQ HLF NOZZLE, 30 psi, 180° 0.20 GPM RAINBIRD RWS-B-1401 BUBBLER, 30 psi, 0.25 GPM 2 BUBBLERS PER TREE ®RAINBIRD 100 PEB-PRS-D SERIES IRRIGATION VALVE- TYPICAL INSTALL PRS -DIAL PER RAINBIRD'S RECOMMENDATIONS RAINBIRD 44 -LRC: 1 " (6" HEIGHT) 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW SCHEDULE 40 IRRIGATION MAIN LINE EXISTING IRRIGATION MAIN LINE NEW SCHEDULE 40 PVC LATERAL PIPE SLEEVE (MIN. TWO TIMES DIA OF IRRIGATION LINE SIZE) -11OV - NEW 110 VOLT ELECTRICAL SERVICE WIRE IN 1"ELECTRICAL CONDUIT. —Cw— NEW IRRIGATION CONTROL WIRE. INSTALL /N 2" CONDUIT WHEN NOT ADJACENT TO MAIN LINE. (SHOWN ONLY WHERE INSTALLED AWAY FROM MAIN LINE OR IN CONDUIT/ SLEEVE.) 'CIaK EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK PB NEW PULLBOX e POINT OF CONNECTION (POC) WITH NEW 1.5" WATER • METER INSTALLED BY CALIFORNIA WATER SERVICE. L] NEW BACKFLOW PREVENTER GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE 2010 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS AND "STANDARD PLANS; AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES. 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDI TIONS IS PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILI TY OF VERIFICA TION AND ACCURACY IS THE CONTRACTOR S J. CONTRACTOR SHALL FIELD VERIFY WATER & ELECTRICAL POINTS OF CONNECTION (POC) PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL ADJUST TREE PLANTING & RWS 1401 TREE BUBBLER LOCATIONS WHEN IN CONFLICT WITH UTILITIES. VERIFY MINIMUM UTILITY CLEARANCE WITH APPROPRIATE UTILITY COMPANY. 5. CONTRACTOR SHALL REMOVE APPROXIMA TEL Y 280 LF OF BROKEN AND/OR DAMAGED MEDIAN CURB IN VARIOUS LOCATIONS THROUGHOUT THE JOB SITE AS DIRECTED BY Cl TY ENGINEER. CONTRACTOR SHALL REPLACE WITH NEW CURB TO MATCH EXISTING. nZ Z A z O mLA A m •~�� �..,,�...e.._ EXISTING CURB (FLOWLINE) C � U)CA ... .... .... EXISTING GUTTER (LIP) fn MT. VERNON AVE. �^ > NEW 1.5„ MAINLINE C I" D I" IN NEW 3" BORED PVC, SLEEVE.6.8 NEW 1.5,. MAINLINE LO GPM GPM IN NEW 3" BORED PVC, SLEEVE. F— NEW IRRIGATION CONTROL WIRE TREE BUBBLER w IN NEW 2" 15ORED CONDUIT. SHRUB HEAD NEW IRRIGATION CONTROL WIRE VAVE " ,/2„ VALVE IN NEW 2 BORED CONDUIT. TT LLJW 1/2 II ..�„ �.,'.`""�..,._ �/2 �� _ _ 11-22�� GW G GW GW 12 0 11+00 . 314 7/2" 7/2„ % NEW STAMPED 6 -ON( RETE DEMOLITION NOTES EXISTING MEDIAN 6,UR13 C,OLOR & PATTERN TO MAT6H CONTRACTOR SHALL REMOVE: EX. MT. VERNON MEDIAN NORTH I. ALL EXISTING ASPHALT INSIDE MEDIAN ISLANDS. OF UNIVERSITY. 2. ALL EXISTING CONCRETE TREE WELLS. 3. ABANDONED CONC. 64iRI3NNG 5H01NN ON SHEET h. BEGIN/ END BORING FROM MEDIAN TO MEDIAN WHERE MEDIAN 4. EXISTING IRRIGATION SYSTEM INCLtAING HEADS, 15 WIDE ENOUGH FOR BORING PIT. SLEEVES/ CONDUIT MUST LATERALS & EXISTING BACKFLOW DEVICE IN51DE EXTEND I' PAST EDGE OF HARDSCAPE. BORE ALONG NORTHERNM05T MEDIAN. IRRIGATION FACILITIES CENTERLINE OF ROAD. ONCE PLANTER AREA STARTS, PLACE WHICH REQJIRE REMOVING LARGE TREE ROOTS SHALL INSTEAD BE ABANDONED IN PLACE & THEIR IRRIGATION MAINLINE & CONTROL WIRE NEAR EDGE OF NEW LOCATION DENOTED ON THE "AS -BUILT" PLAN. STAMPED (.ONGRETE. r_ ___ T r T r r r CONCRETE CONSTRUCTION & IRRIGATION PLAN 2 U H Q CITY OF BAKERSFIELD, CALIFORNIA PLANTING PLAN File Nome.' T4K213_Lon PUBLIC WORKS DEPARTMENT Job No.: T4K213 Date: 5/22/14 915 Drown: DC Designer: DC Checked By M Q00 N H Nuiw IU) w w Z_ w J V) U cQ G 00 Q F- H (n W W IV) w ZW Jw N U Q QRpFESSIo/v SINGH � � < y REGISTERED CIV ENGINEER C 80507rTi * Exp. 3-31-15 CITY OF BAKERSFIELD `PAF CIVIL 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 F OF CAL�F�� REVISIONS No. DA TE DESCRIP TION ll( IRRIGA TION LEGEND ® RAINBIRD 1812 -SAM -PRS BODY, SQ FUL NOZZLE, 30 psi, 360° 0.40 GPM O RAINBIRD 1812 -SAM -PRS BODY, SQ HLF NOZZLE, 30 psi, 180° 0.20 GPM RAINBIRD RWS-B-1401 BUBBLER, 30 psi, 0.25 GPM 2 BUBBLERS PER TREE ®RAINBIRD 100 PEB-PRS-D SERIES IRRIGATION VALVE- TYPICAL INSTALL PRS -DIAL PER RAINBIRD'S RECOMMENDATIONS RAINBIRD 44 -LRC: 1 " (6" HEIGHT) 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW SCHEDULE 40 IRRIGATION MAIN LINE EXISTING IRRIGATION MAIN LINE NEW SCHEDULE 40 PVC LATERAL PIPE SLEEVE (MIN. TWO TIMES DIA OF IRRIGATION LINE SIZE) -11OV - NEW 110 VOLT ELECTRICAL SERVICE WIRE IN 1"ELECTRICAL CONDUIT. —Cw— NEW IRRIGATION CONTROL WIRE. INSTALL /N 2" CONDUIT WHEN NOT ADJACENT TO MAIN LINE. (SHOWN ONLY WHERE INSTALLED AWAY FROM MAIN LINE OR IN CONDUIT/ SLEEVE.) 'CIaK EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK PB NEW PULLBOX e POINT OF CONNECTION (POC) WITH NEW 1.5" WATER • METER INSTALLED BY CALIFORNIA WATER SERVICE. L] NEW BACKFLOW PREVENTER GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE 2010 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS AND "STANDARD PLANS; AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES. 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDI TIONS IS PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILI TY OF VERIFICA TION AND ACCURACY IS THE CONTRACTOR S J. CONTRACTOR SHALL FIELD VERIFY WATER & ELECTRICAL POINTS OF CONNECTION (POC) PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL ADJUST TREE PLANTING & RWS 1401 TREE BUBBLER LOCATIONS WHEN IN CONFLICT WITH UTILITIES. VERIFY MINIMUM UTILITY CLEARANCE WITH APPROPRIATE UTILITY COMPANY. 5. CONTRACTOR SHALL REMOVE APPROXIMA TEL Y 280 LF OF BROKEN AND/OR DAMAGED MEDIAN CURB IN VARIOUS LOCATIONS THROUGHOUT THE JOB SITE AS DIRECTED BY Cl TY ENGINEER. CONTRACTOR SHALL REPLACE WITH NEW CURB TO MATCH EXISTING. KEY MAP LANDSCAPE AND IRRIGATION PLAN MEDIAN IMPROVEMENTS TO MT. VERNON AVENUE SCALE: 1 SHEE T NO. 7 OF 17 0 1 2 3 nZ Z A z O mLA A m •~�� �..,,�...e.._ C � U)CA ... .... .... fn MT. VERNON AVE. �^ > THIS SHEET I KEY MAP LANDSCAPE AND IRRIGATION PLAN MEDIAN IMPROVEMENTS TO MT. VERNON AVENUE SCALE: 1 SHEE T NO. 7 OF 17 0 1 2 3 w z O Li U w z Q 0 m 0 Li F- I -- O J (Z 9 DEMOLITION NOTES CONTRACTOR SHALL REMOVE: I. ALL EXISTING ASPHALT INSIDE MEDIAN ISLANDS. 2• ALL EXISTING CONCRETE TREE WELLS, 3• ABANDONED GONG. CURBING SHOWN ON SHEET 4. 4. EXISTING IRRIGATION SYSTEM INCLIAING HEADS, LATERALS & EXISTING BACKFLOW DEVICE INSIDE NORTHERNMOST MEDIAN. IRRIGATION FACILITIES WHICH REQUIRE REMOVING LARGE TREE ROOTS SHALL INSTEAD BE ABANDONED IN PLACE & THEIR LOCATION DENOTED ON THE "AS -BUILT" PLAN. QRpFESS /ON S I NGF/ ��� �. � D R GIST RED Cl VIL ENGINEER � C 80507 yt Exp. 3-31-15 CITY OF BAKERSFIELD J� �P 1501 TRUXTUN A VENUE qCIV A` TF �F CA��F BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCR/P TION ll( IS271 / / IRRIGA TION LEGEND ® RAINBIRD 1812 -SAM -PRS BODY, SQ FUL NOZZLE, 30 psi, 360° 0.40 GPM O RAINBIRD 1812 -SAM -PRS BODY, SQ HLF NOZZLE, 30 psi, 1800, 0.20 GPM RAINBIRD RWS-B-1401 BUBBLER, 30 psi, 0.25 GPM 2 BUBBLERS PER TREE ®RAINBIRD 100 PEB-PRS-D SERIES IRRIGATION VALVE- TYPICAL INSTALL PRS -DIAL PER RAINBIRD'S RECOMMENDATIONS RAINBIRD 44 -LRC. 1- (6" HEIGHT) 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW SCHEDULE 40 IRRIGATION MAIN LINE EXISTING IRRIGATION MAIN LINE NEW SCHEDULE 40 PVC LATERAL PIPE SLEEVE (MIN. TWO TIMES DIA OF IRRIGATION LINE SIZE) 11 OV — NEW 110 VOLT ELECTRICAL SERVICE WIRE IN 1"ELECTRICAL CONDUIT. —C W— NEW IRRIGATION CONTROL WIRE. INSTALL IN 2" CONDUIT WHEN NOT ADJACENT TO MAIN LINE. (SHOWN ONLY WHERE INSTALLED AWAY FROM MAINLINE OR IN CONDUIT/ SLEEVE.) CL EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK PB NEW PULLBOX e POINT OF CONNECTION (POC) WITH NEW 1.5" WATER 0 ' METER INSTALLED BY CALIFORNIA WATER SERVICE. BFP NEW BACKFLOW PRE VENTER GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE 2010 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS" AND "STANDARD PLANS; AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES. 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS /S PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICATION AND ACCURACY /S THE CONTRACTOR'S. J CONTRACTOR SHALL FIELD VERIFY WATER & ELECTRICAL POINTS OF CONNECTION (POC) PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL ADJUST TREE PLANTING & RWS 1401 TREE BUBBLER LOCATIONS WHEN /N CONFLICT WITH UTILITIES. VERIFY MINIMUM UTILITY CLEARANCE WITH APPROPRIATE UTILITY COMPANY. 5. CONTRACTOR SHALL REMOVE APPROXIMATELY 280 LF OF BROKEN AND/OR DAMAGED MEDIAN CURB IN VARIOUS LOCATIONS THROUGHOUT THE JOB SITE AS DIRECTED BY CITY ENGINEER. CONTRACTOR SHALL REPLACE WI TH NEW CURB TO MA TCH EXISTING. KEY MAP SCALE: 1 "=10' LANDSCAPE AND A TION PLAN IRRII"-1 File Nome.' T4K213_Landscape 915 Drawn: DC MEDIAN IMPROVEMENTS TO SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K213 Designer: DC Date: 5/22/14 Checked By. Afq MT. VERNON AVENUE 8 OF 17 0 1 2 3 EXISTING CURB (FLOWLINE) EXI5TING GUTTER (LIP) G NEW 15' MAINLINE IN NEW 3" BORED PVC SLEEVE. NEW STAMPED CONCRETE NEW IRRIGATION CONTROL WIRE COLOR & PATTERN TO MATCH' IN NEW 2" BORED CONDUIT. EX. MT. VERNON MEDIAN NORTH OF UNIVERSITY. 00 + G GW GW GW G15.GW GW GW G G GW GW GW GW GW iM w - Z J LLJLj BEGIN/ END BORING FROM MEDIAN TO MEDIAN WHERE MEDIAN IS WIDE ENOUGH FOR (n M.H. BORING PIT. SLEEVES/ CONDUIT MUST EXTEND I' PAST EDGE OF HARDSCAPE, BORE 00 _ EXISTING MEDIAN CURB ALONG CENTERLINE OF ROAD. ONCE PLANTER AREA STARTS, PLACE IRRIGATION MAINLINE V_ + C & CONTROL. WIRE NEAR EDGE OF NEW STAMPED CONCRETE. Q ' r H' Q 0) Z Z(n ~ W J ' ui M . d- 1 LL1 (n EXISTING GUZB (FLOWLINE) Z Z W T EXISTING GUTTER (LIP) M H L J V) _ T _. 2 _ T i io -HO _H0 ------HO n 4 CONCRETE CONS TRUC T/ON & /RR/GAT/ON PLAN DEMOLITION NOTES CONTRACTOR SHALL REMOVE: I. ALL EXISTING ASPHALT INSIDE MEDIAN ISLANDS. 2• ALL EXISTING CONCRETE TREE WELLS, 3• ABANDONED GONG. CURBING SHOWN ON SHEET 4. 4. EXISTING IRRIGATION SYSTEM INCLIAING HEADS, LATERALS & EXISTING BACKFLOW DEVICE INSIDE NORTHERNMOST MEDIAN. IRRIGATION FACILITIES WHICH REQUIRE REMOVING LARGE TREE ROOTS SHALL INSTEAD BE ABANDONED IN PLACE & THEIR LOCATION DENOTED ON THE "AS -BUILT" PLAN. QRpFESS /ON S I NGF/ ��� �. � D R GIST RED Cl VIL ENGINEER � C 80507 yt Exp. 3-31-15 CITY OF BAKERSFIELD J� �P 1501 TRUXTUN A VENUE qCIV A` TF �F CA��F BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCR/P TION ll( IS271 / / IRRIGA TION LEGEND ® RAINBIRD 1812 -SAM -PRS BODY, SQ FUL NOZZLE, 30 psi, 360° 0.40 GPM O RAINBIRD 1812 -SAM -PRS BODY, SQ HLF NOZZLE, 30 psi, 1800, 0.20 GPM RAINBIRD RWS-B-1401 BUBBLER, 30 psi, 0.25 GPM 2 BUBBLERS PER TREE ®RAINBIRD 100 PEB-PRS-D SERIES IRRIGATION VALVE- TYPICAL INSTALL PRS -DIAL PER RAINBIRD'S RECOMMENDATIONS RAINBIRD 44 -LRC. 1- (6" HEIGHT) 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW SCHEDULE 40 IRRIGATION MAIN LINE EXISTING IRRIGATION MAIN LINE NEW SCHEDULE 40 PVC LATERAL PIPE SLEEVE (MIN. TWO TIMES DIA OF IRRIGATION LINE SIZE) 11 OV — NEW 110 VOLT ELECTRICAL SERVICE WIRE IN 1"ELECTRICAL CONDUIT. —C W— NEW IRRIGATION CONTROL WIRE. INSTALL IN 2" CONDUIT WHEN NOT ADJACENT TO MAIN LINE. (SHOWN ONLY WHERE INSTALLED AWAY FROM MAINLINE OR IN CONDUIT/ SLEEVE.) CL EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK PB NEW PULLBOX e POINT OF CONNECTION (POC) WITH NEW 1.5" WATER 0 ' METER INSTALLED BY CALIFORNIA WATER SERVICE. BFP NEW BACKFLOW PRE VENTER GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE 2010 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS" AND "STANDARD PLANS; AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES. 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS /S PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICATION AND ACCURACY /S THE CONTRACTOR'S. J CONTRACTOR SHALL FIELD VERIFY WATER & ELECTRICAL POINTS OF CONNECTION (POC) PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL ADJUST TREE PLANTING & RWS 1401 TREE BUBBLER LOCATIONS WHEN /N CONFLICT WITH UTILITIES. VERIFY MINIMUM UTILITY CLEARANCE WITH APPROPRIATE UTILITY COMPANY. 5. CONTRACTOR SHALL REMOVE APPROXIMATELY 280 LF OF BROKEN AND/OR DAMAGED MEDIAN CURB IN VARIOUS LOCATIONS THROUGHOUT THE JOB SITE AS DIRECTED BY CITY ENGINEER. CONTRACTOR SHALL REPLACE WI TH NEW CURB TO MA TCH EXISTING. KEY MAP SCALE: 1 "=10' LANDSCAPE AND A TION PLAN IRRII"-1 File Nome.' T4K213_Landscape 915 Drawn: DC MEDIAN IMPROVEMENTS TO SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K213 Designer: DC Date: 5/22/14 Checked By. Afq MT. VERNON AVENUE 8 OF 17 0 1 2 3 3 Ln rn a� Q a U In s` a J N Y i c a� O L a E c a N In 0 U C: O c 0 I N Y FD N I 0 N cn U w O A EXISTING 64JR13 (FLOWLINE) EXISTING GUTTER (LIP) 1 __ _..__.... IE n rr NEW 1.5" MAINLINE I /FT IN NEW 3" BORED PVC, SLEEVE. 14.4 \GPM GPM NEW 15' MAINLINE SHRUB HEAD „ TREE BUBBLER 1 1 NEW IRRIGATION CONTROL WIRE 00 IN NEW 2' BORED C,ONDUIr. VALVE 1" �/4 VALVELO tD 7/2ff_ ® 1/2 3/4 ____314 Z^ F— — ° < V , t N �— Q W - 3 16. 0_Q J W- ,f 17 0 I Ld W aI to 2 Z W = WV) 0 - -7 _ _ - -_ _ _ -_ .� Z w m 7/2" mow. _.._.._.� - n 4 d... —� LLI W U n rr 7/2 1:(n DEMOLITION NOTES 7/2 � NEW STAMPED C,ONC,RETE U Q RAG OR SHALL REMOVE: DOLOR & PATTERN TO MATCH ~" < 1 I. ALL EXISTING ASPHALT INSIDE MEDIAN ISLANDS, EX. MT. VERNON MEDIAN NORTH 1 Q 2• ALL EXISTING GONGRETE TREE WELLS. OF UNIVERSITY. 3. ABANDONED GONG. CURBING SHOWN ON SHEET .4. j EXISTING MEDIAN CURB A. EXISTING IRRIGATION SYSTEM INCLLPING HEADS, LATERALS & EXISTING 15ACKFLOVV DEVICE INSIDE NORTHERNMOST' MEDIAN. IRRIGATION FACILITIES 1 WHICH REQUIRE REMOVING LARGE TREE ROOTS 1 SHAT I II0 FF A?3APID/)KIF0 IPI R A/.F z THF 112 E EXISTING CURB (FLONLINE) '� LOCATION DENOTED ON THE "AS -BUILT" PLAN. I' EXISTING GUTTER (LIP) T T T r CONCRETE CONSTRUCTION & IRRIGA TION PLAN E s CHINESE FLAME TREE EXISTING GUTTER (LIP) JAPANESE PAGODA TREE 2-24 15OX TREES 4-24" i5OX TREES EXISTING CURB (FLOWLINE) 30'-0"f TO NEXT TREE QRoFESSION S I NGH (2 � EGISTERED CIVIL ENGINEERcy- C 80507 * Exp.3-31-15 Cl TY OF BAKERSFIELD 1501 TRUX TUN A VENUE qTF cIV1\_ O- BAKERSFIELD, CA 93307 OF CA\_\F REVISIONS No. DA TE DESCRIP TION ll( IRR/GA TION LEGEND ® RAINBIRD 1892 -SAM -PRS BODY, SQ FUL NOZZLE, 30 psi, 360° 0.40 GPM O RAINBIRD 1812 -SAM -PRS BODY, SQ HLF NOZZLE, 30 psi, 180° 0.20 GPM RAINBIRD RWS-B-1401 BUBBLER, 30 psi, 0.25 GPM 2 BUBBLERS PER TREE ®RAINBIRD 100 PEB-PRS-D SERIES IRRIGATION VALVE- TYPICAL INSTALL PRS -DIAL PER RAINBIRD'S RECOMMENDATIONS RAINBIRD 44 -LRC: 1- (6" HEIGHT) 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW SCHEDULE 40 IRRIGATION MAIN LINE EXISTING IRRIGATION MAIN LINE NEW SCHEDULE 40 PVC LATERAL PIPE SLEEVE (MIN. TWO TIMES DIA OF IRRIGATION LINE SIZE) —11OV — NEW 110 VOLT ELECTRICAL SERVICE WIRE IN 1"ELECTRICAL CONDUIT. —CW— NEW IRRIGATION CONTROL WIRE. INSTALL IN 2" CONDUIT WHEN NOT ADJACENT TO MAINLINE (SHOWN ONLY WHERE INSTALLED AWAY FROM MAINLINE OR IN CONDUIT/ SLEEVE.) CK EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK PB NEW PULLBOX e POINT OF CONNECTION (POC) WITH NEW 1.5" WATER 0 ' METER INSTALLED BY CALIFORNIA WATER SERVICE. 0 NEW BACKFLOW PRE VENTER GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE 2010 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS" AND "STANDARD PLANS" AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING COND1 TIONS /S PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICATION AND ACCURACY IS THE CONTRACTOR'S. 3. CONTRACTOR SHALL FIELD VERIFY WATER & ELECTRICAL POINTS OF CONNECTION (POC) PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL ADJUST TREE PLANTING & RWS 1401 TREE BUBBLER LOCATIONS WHEN /N CONFLICT WITH UTILITIES. VERIFY MINIMUM UTILITY CLEARANCE WITH APPROPRIATE UTILITY COMPANY. 5. CONTRACTOR SHALL REMOVE APPROXIMATELY 280 LF OF BROKEN AND/OR DAMAGED MEDIAN CURB IN VARIOUS LOCATIONS THROUGHOUT THE JOB SITE AS DIRECTED BY CITY ENGINEER. CONTRACTOR SHALL REPLACE WI TH NEW CURB TO MA TCH EXISTING. KEY MAP SCALE: 1 PLANT/NG PLAN LANDSCAPE AND IRRI"o-A TION PLAN File Nome: 774K213_Londscope 915 Drawn: DC MED/AN IMPROVEMENTS TO sHEEr No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K213 Designer: DC Date: 5/22/14 Checked By.- MT. VERNON AVENUE 9 of 17 0 1 2 3 25'-0"f 26'-0"f 30'-0"t 30'-0"f 30'-0"f 30'-0"f 30 =0"f 4i h h Ll LO k J to 1 1 00 L FW- �00Z -® V, to JW--- W = _j 1 �, > 17 0 flilifliAlijill 116 E I I � - W E Z LLJ (A H REMOVE ALL EXISTING Q 1 GONORETE TREE WELLS. � 1 REMOVE ALL EXISTING C,ONC,RETE TREE WELLS. 1 KOELREUTERIA �IPINNATA STYPHNOL05IUM JAPONIG to 'REGENT' E s CHINESE FLAME TREE EXISTING GUTTER (LIP) JAPANESE PAGODA TREE 2-24 15OX TREES 4-24" i5OX TREES EXISTING CURB (FLOWLINE) 30'-0"f TO NEXT TREE QRoFESSION S I NGH (2 � EGISTERED CIVIL ENGINEERcy- C 80507 * Exp.3-31-15 Cl TY OF BAKERSFIELD 1501 TRUX TUN A VENUE qTF cIV1\_ O- BAKERSFIELD, CA 93307 OF CA\_\F REVISIONS No. DA TE DESCRIP TION ll( IRR/GA TION LEGEND ® RAINBIRD 1892 -SAM -PRS BODY, SQ FUL NOZZLE, 30 psi, 360° 0.40 GPM O RAINBIRD 1812 -SAM -PRS BODY, SQ HLF NOZZLE, 30 psi, 180° 0.20 GPM RAINBIRD RWS-B-1401 BUBBLER, 30 psi, 0.25 GPM 2 BUBBLERS PER TREE ®RAINBIRD 100 PEB-PRS-D SERIES IRRIGATION VALVE- TYPICAL INSTALL PRS -DIAL PER RAINBIRD'S RECOMMENDATIONS RAINBIRD 44 -LRC: 1- (6" HEIGHT) 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW SCHEDULE 40 IRRIGATION MAIN LINE EXISTING IRRIGATION MAIN LINE NEW SCHEDULE 40 PVC LATERAL PIPE SLEEVE (MIN. TWO TIMES DIA OF IRRIGATION LINE SIZE) —11OV — NEW 110 VOLT ELECTRICAL SERVICE WIRE IN 1"ELECTRICAL CONDUIT. —CW— NEW IRRIGATION CONTROL WIRE. INSTALL IN 2" CONDUIT WHEN NOT ADJACENT TO MAINLINE (SHOWN ONLY WHERE INSTALLED AWAY FROM MAINLINE OR IN CONDUIT/ SLEEVE.) CK EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK PB NEW PULLBOX e POINT OF CONNECTION (POC) WITH NEW 1.5" WATER 0 ' METER INSTALLED BY CALIFORNIA WATER SERVICE. 0 NEW BACKFLOW PRE VENTER GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE 2010 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS" AND "STANDARD PLANS" AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING COND1 TIONS /S PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICATION AND ACCURACY IS THE CONTRACTOR'S. 3. CONTRACTOR SHALL FIELD VERIFY WATER & ELECTRICAL POINTS OF CONNECTION (POC) PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL ADJUST TREE PLANTING & RWS 1401 TREE BUBBLER LOCATIONS WHEN /N CONFLICT WITH UTILITIES. VERIFY MINIMUM UTILITY CLEARANCE WITH APPROPRIATE UTILITY COMPANY. 5. CONTRACTOR SHALL REMOVE APPROXIMATELY 280 LF OF BROKEN AND/OR DAMAGED MEDIAN CURB IN VARIOUS LOCATIONS THROUGHOUT THE JOB SITE AS DIRECTED BY CITY ENGINEER. CONTRACTOR SHALL REPLACE WI TH NEW CURB TO MA TCH EXISTING. KEY MAP SCALE: 1 PLANT/NG PLAN LANDSCAPE AND IRRI"o-A TION PLAN File Nome: 774K213_Londscope 915 Drawn: DC MED/AN IMPROVEMENTS TO sHEEr No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K213 Designer: DC Date: 5/22/14 Checked By.- MT. VERNON AVENUE 9 of 17 0 1 2 3 w z O V) w U J w z a 0 m 0 Ld 0 J I I a. N O N 0 N Li L E a� Q V) c O Ln rn a� Q_ U C U J N c Q) E O n. E c 0 a� O U c O I N Y F-- / 0 N I 0 N C/^ ^ U w O ry / m EXISTING CURE (FLOWLINE) APJJ5T NOZZLE TO 2.5 RADIUS. DONT ALLOW OVERSPRAY ON EXISTING GUTTER (LIP) BACKFLOW DEVICE/ GAGE. G G 1 NEW STAMPED GON(,RETE COLOR & PATTERN TO MATCH EX. MT. VERNON MEDIAN NORTH OF UNIVERSITY. 1// ---NEW 1.5.. MAINLINE Pe) 1/2" 3/4" 1/2" _ G G GW Ld 18 00 "BFI? W.M. Ld LLI to Z W J W V) U -712 rr EXISTING MEDIAN 64UR15 NEW WATER METER 15Y CALIFORNIA WATER SERVICE. SEE SHEET 17 L-23 FOR MASTER VALVE & FLOW SENSOR DETAIL. SEE SHEET 16 L -5A & L-56. EXISTING CURB (FLOWLINE) FOR BACKFLOW DETAIL. EXISTING GUTTER (LIP) NEW 2" WATER LINE 15Y CALIFORNIA WATER SERVICE. BEGIN/ END bORlWv FROM MEDIAN TO MEDIAN WHERE MEDIAN 15 WIDE ENOUGH FOR 15MIWI PIT, SLEEVES/ CONDUIT MU5T EXTEND I' PAST EDGE OF HARDSCAPE. PORE ALONG CENTERLINE OF ROAD. ONCE PLANTER AREA STARTS, PLA(,E IRRIGATION MAINLINE & CONTROL WIRE NEAR EDGE OF NEW STAMPED CONCRETE. G_._... c .-_ _ G NEW V' BORED SCHEPLLE SFO NEW 1.5" MAINLINE PVC, SLEEVE W/ IRRIGATION IN NEW 3" BORED PVC, SLEEVE. CONTRGL WIRES AND NEW 114" CONDUIT W/ MASTER VALVE WIRE & FLOW SENSOR CABLE 1 INSIDE. O T GW G GW GW G GW GW V) r 1 r 19 00 Li Lt.l I = Ld V) Zw J Li 2 U i Q EXISTING MEDIAN CLLR NEW STAMPED CONCRETE DOLOR & PATTERN TO MATCH EX. MT. VERNON MEDIAN NORTH 40 OF UNIVERSITY, 1 T T T -- T_ T —n nl CONCRETE CONSTRUCTION& /RR/GAT/ON PLAN _IA I AV REMOVE ALL EXISTING CONCRETE TREE WELLS. NEW 2" WATER LINE 15Y CALIFORNIA WATER SERVICE. -—A EXISTING CURB (FLOWLINE) EXISTING GUTTER (LIP) G 1 LO 0) r 1 Q� F— V) Ld — V)w 19 00 I W Ld c=n Jw N U la 1 KOELREUTERIA f5IPINNATA EXISTING CURB (FLOWLINE) 1 CHINESE FLAME TREE EXISTING GUTTER (LIP) 2-24" i5 X TREES M H. T T T T '000r,1 1 QRpFESSION SINGHq� REGISTERED CIVIL ENGINEER Li C 80507 * Exp.3-31-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE Ile Cl vl \- BAKERSFIELD, CA 93301 QF CP,\ - REVISIONS No. DA TE I DESCRIP TION IRRIGA TION LEGEND ® RAINBIRD 1812 -SAM -PRS BODY, SQ FUL NOZZLE, 30 psi, 360° 0.40 GPM O RAINBIRD 1812 -SAM -PRS BODY, SQ HLF NOZZLE, 30 psi, 1800, 0.20 GPM RAINBIRD RIS -B-1401 BUBBLER, 30 psi, 0.25 GPM 2 BUBBLERS PER TREE ®RAINBIRD 100 PEB-PRS-D SERIES IRRIGATION VALVE- TYPICAL INSTALL PRS -DIAL PER RAINBIRD'S RECOMMENDATIONS RAINBIRD 44 -LRC: 1- (6" HEIGHT) 2 PIECE BODY YELLOW CAP QUICK COUPLER VA VE (QCV) NEW SCHEDULE 40 IRRIGATION MAIN LINE EXISTING IRRIGATION MAIN LINE NEW SCHEDULE 40 PVC LATERAL PIPE SLEEVE (MIN. TWO TIMES DIA OF IRRIGATION LINE SIZE) 11 OV — NEW 110 VOLT ELECTRICAL SERVICE WIRE IN 1" ELECTRICAL CONDUIT. —CW— NEW IRRIGATION CONTROL WIRE. INSTALL IN 2" CONDUIT WHEN NOT ADJACENT TO MAIN LINE. (SHOWN ONLY WHERE INSTALLED AWAY FROM MAIN LINE OR IN CONDUIT/SLEEVE.) EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK PB I NEW PULLBOX e POINT OF CONNECTION (POC) WITH NEW 1.5" WATER 0 • METER INSTALLED BY CALIFORNIA WATER SERVICE. QFP NEW BACKFLOW PREVEN TER GENERAL NOTES 1. ALL WORK SHALL COMPL Y WI TH THE 2010 STA TE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS" AND "STANDARD PLANS", AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES. 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICATION AND ACCURACY IS THE CONTRACTORS J. CONTRACTOR SHALL FIELD VERIFY WATER & ELECTRICAL POINTS OF CONNECTION (POC) PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL ADJUST TREE PLANTING & RWS 1401 TREE BUBBLER LOCATIONS WHEN IN CONFLICT WITH UTILITIES. VERIFY MINIMUM UTILITY CLEARANCE WITH APPROPRIATE UTILITY COMPANY. 5. CONTRACTOR SHALL REMOVE APPROXIMATELY 280 LF OF BROKEN AND/OR DAMAGED MEDIAN CURB IN VARIOUS LOCATIONS THROUGHOUT THE JOB SITE AS DIRECTED BY CITY ENGINEER. CONTRACTOR SHALL REPLACE WI TH NEW CURB TO MA TCH EXISTING. - o c z o z 0 V) MT. VERNON AVE. m In THIS SHEET o "'O"— KEY MAP SCALE: 1 PLANTINGPLAN LANDSCAPE AND IRRIGA TION PLAN ./-/767 File Name. T4K21J_Lcndscope 915 Drawn: DC MEDIAN IMPROVEMENTS TO SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K213 Designer: DC Date: 5/22/14 Checked By. AtS& MT. VERNON AVENUE 10 OF 17 0 1 2 3 26'- 0"f 25' 0"I 18' 3"f 19'- 0 "f TO NEXT TREE W) G 0 A _IA I AV REMOVE ALL EXISTING CONCRETE TREE WELLS. NEW 2" WATER LINE 15Y CALIFORNIA WATER SERVICE. -—A EXISTING CURB (FLOWLINE) EXISTING GUTTER (LIP) G 1 LO 0) r 1 Q� F— V) Ld — V)w 19 00 I W Ld c=n Jw N U la 1 KOELREUTERIA f5IPINNATA EXISTING CURB (FLOWLINE) 1 CHINESE FLAME TREE EXISTING GUTTER (LIP) 2-24" i5 X TREES M H. T T T T '000r,1 1 QRpFESSION SINGHq� REGISTERED CIVIL ENGINEER Li C 80507 * Exp.3-31-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE Ile Cl vl \- BAKERSFIELD, CA 93301 QF CP,\ - REVISIONS No. DA TE I DESCRIP TION IRRIGA TION LEGEND ® RAINBIRD 1812 -SAM -PRS BODY, SQ FUL NOZZLE, 30 psi, 360° 0.40 GPM O RAINBIRD 1812 -SAM -PRS BODY, SQ HLF NOZZLE, 30 psi, 1800, 0.20 GPM RAINBIRD RIS -B-1401 BUBBLER, 30 psi, 0.25 GPM 2 BUBBLERS PER TREE ®RAINBIRD 100 PEB-PRS-D SERIES IRRIGATION VALVE- TYPICAL INSTALL PRS -DIAL PER RAINBIRD'S RECOMMENDATIONS RAINBIRD 44 -LRC: 1- (6" HEIGHT) 2 PIECE BODY YELLOW CAP QUICK COUPLER VA VE (QCV) NEW SCHEDULE 40 IRRIGATION MAIN LINE EXISTING IRRIGATION MAIN LINE NEW SCHEDULE 40 PVC LATERAL PIPE SLEEVE (MIN. TWO TIMES DIA OF IRRIGATION LINE SIZE) 11 OV — NEW 110 VOLT ELECTRICAL SERVICE WIRE IN 1" ELECTRICAL CONDUIT. —CW— NEW IRRIGATION CONTROL WIRE. INSTALL IN 2" CONDUIT WHEN NOT ADJACENT TO MAIN LINE. (SHOWN ONLY WHERE INSTALLED AWAY FROM MAIN LINE OR IN CONDUIT/SLEEVE.) EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK PB I NEW PULLBOX e POINT OF CONNECTION (POC) WITH NEW 1.5" WATER 0 • METER INSTALLED BY CALIFORNIA WATER SERVICE. QFP NEW BACKFLOW PREVEN TER GENERAL NOTES 1. ALL WORK SHALL COMPL Y WI TH THE 2010 STA TE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS" AND "STANDARD PLANS", AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES. 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICATION AND ACCURACY IS THE CONTRACTORS J. CONTRACTOR SHALL FIELD VERIFY WATER & ELECTRICAL POINTS OF CONNECTION (POC) PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL ADJUST TREE PLANTING & RWS 1401 TREE BUBBLER LOCATIONS WHEN IN CONFLICT WITH UTILITIES. VERIFY MINIMUM UTILITY CLEARANCE WITH APPROPRIATE UTILITY COMPANY. 5. CONTRACTOR SHALL REMOVE APPROXIMATELY 280 LF OF BROKEN AND/OR DAMAGED MEDIAN CURB IN VARIOUS LOCATIONS THROUGHOUT THE JOB SITE AS DIRECTED BY CITY ENGINEER. CONTRACTOR SHALL REPLACE WI TH NEW CURB TO MA TCH EXISTING. - o c z o z 0 V) MT. VERNON AVE. m In THIS SHEET o "'O"— KEY MAP SCALE: 1 PLANTINGPLAN LANDSCAPE AND IRRIGA TION PLAN ./-/767 File Name. T4K21J_Lcndscope 915 Drawn: DC MEDIAN IMPROVEMENTS TO SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K213 Designer: DC Date: 5/22/14 Checked By. AtS& MT. VERNON AVENUE 10 OF 17 0 1 2 3 W z O cn W U J W_ Z a 0 m 0 W O J a- LO a� Q 0 U U) J N V d - H c Q) E a� 0 L 0- E E C 0 U) 0 U C 0 C I N V O N I 0 N V) U W O / m 1 1 EXISTING CURB (PLOWLINE) NEW 1.5" MAINLINE EXISTING C -AFTER (LIP) IN NEW 3' BORED PVG SLEEVE. 1 NEW 3" BORED 66HEPU-E 40 G I" H I" 1 PVC, SLEEVE W/ IRRIGATION 20 CONTROL WIRES AND NEW '/;' Gp/� GPM CONDUIT W/ MASTER VALVE WIRE & PLOW SENSOR OAI�LE SHRUB HEAD TREE BUBBLER 1 INSIDE. VAL VE VAL VELO 1 Ln 12 1 G C'GGW Z/ r /L ®® /®®Lo) M` N O Q N H 2000 W W;' , ? UJ W _------- Wim- ®� W(n Z W-------------- - F- ii h_ _ w J W w - µ 7/2 1/21 r/ 7/2" 7/25 - V) NEW STAMPED GONGRETE DEMOLITION NOTES 77 Q 1 DOLOR &PATTERN TO MATCH OONTR,aOTOR s"�-^ 1 Q I. ALL. EXISTINcv ASPHALT INSIDE MEDIAN ISLANPS. EX. MT. VERNON MEDIAN NORTH 2. ALL EXISTING CONCRETE TREE WELLS. OP UNIVERSITY. 3. A15ANPONEO CONC. CURNW1 elOINN ON SHEET 4. BEGIN/ END 130RING PROM MEDIAN TO MEDIAN WHERE MEDIAN I5 WIDE 4. EXISTING IRRIGATION SYSTEM INCLUPIWI MEADS, ENOUGH FOR PORING PIT. SLEEVES/ CONDUIT MUST EXTEND I' PAST EDGE EXISTING MEDIAN GUR13 LATERALS & EXISTING DAGKPLOVV DEVICE INSIDE OP 11ARD66APE. PORE ALONG CENTERLINE OP ROAD. ONCE PLANTER AREA NORTHERNM05T MEDIAN. IRRIGATION PA6ILITIES STARTS, PLACE IRRIGATION MAINLINE & CONTROL WIRE NEAR EDGE OF NEW 1 SHALLLL I STEAAP DERE Q b�OI` piN TREE ��& HEIR STAMPED CONCRETE. 1 LOCATION DENOTED ON THE AS -BUILT" PLAN. T T T T T_ T T P'� 0 0 0 ---Ho 0 -4�O 0 Q O W I w wV) ZW J W 2V) L CONCRETE CONSTRUCTION & IRRIGATION PLAN o 1 1 _... �.�—.. ... .. ..-.., ice. ..... .. .�� .—i ..». .,�� ..». ..—i ..». L0 1 N cr N W Q `— I-- F— ZVW LLJ a I = wV) oZw Z J W W=V) G QRpFESSION �, ��� \Q S NGH/0001 cpgl F C 7 fZT REGISTERED CIVIL ENGINEER LJ C 80507 m * Exp. 3-31-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL p�� OF CA��F BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION l 1 371 / / 471 / / IRRIGA TION LEGEND ® RAINBIRD 1812 -SAM -PRS BODY, SQ FUL NOZZLE, 30 psi, 3600, 0.40 GPM O RAINBIRD 1812 -SAM -PRS BODY, SQ HLF NOZZLE, 30 psi, 180; 0.20 GPM RAINBIRD RWS-B-1401 BUBBLER, 30 psi, 0.25 GPM 2 BUBBLERS PER TREE ®RAINBIRD 100 PEB-PRS-D SERIES IRRIGATION VALVE - TYPICAL INSTALL PRS -DIAL PER RAINBIRD'S RECOMMENDATIONS RAINBIRD 44 -LRC.- 1 " (6" HEIGHT) 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW SCHEDULE 40 IRRIGATION MAINLINE EXISTING IRRIGATION MAIN LINE NEW SCHEDULE 40 PVC LATERAL PIPE SLEEVE (MIN. TWO TIMES DIA OF IRRIGATION LINE SIZE) —11 OV — NEW 110 VOLT ELECTRICAL SERVICE WIRE IN 1 "ELECTRICAL CONDUIT. —CW— NEW IRRIGATION CONTROL WIRE. INSTALL IN2" CONDUIT WHEN NOT ADJACENT TO MAIN LINE. (SHOWN ONLY WHERE INSTALLED AWAY FROM MAINLINE OR IN CONDUIT/SLEEVE.) �'H- EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK PB NEW PULLBOX e POINT OF CONNECTION (POC) WITH NEW 1.5" WATER 0 • METER INSTALLED BY CALIFORNIA WATER SERVICE. 0 NEW BACKFLOW PREVENTER GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE 2010 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS" AND "STANDARD PLANS", AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES. 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS /S PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICATION AND ACCURACY /S THE CONTRACTOR'S. J CONTRACTOR SHALL FIELD VERIFY WATER & ELECTRICAL POINTS OF CONNECTION (POC) PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL ADJUST TREE PLANTING & RWS 1401 TREE BUBBLER LOCATIONS WHEN /N CONFLICT WITH UTILITIES. VERIFY MINIMUM UTILITY CLEARANCE WITH APPROPR/ATE UTILITY COMPANY. 5. CONTRACTOR SHALL REMOVE APPROXIMA TEL Y 280 LF OF BROKEN AND/OR DAMAGED MEDIAN CURB IN VARIOUS L OCA TIONS THROUGHOUT THE JOB SI TE AS DIRECTED BY Cl TY ENGINEER. CONTRACTOR SHALL REPLACE WI TH NEW CURB TO MA TCH EXISTING. KEY MAP T T T T T -- T__ T T SCALE: 1 PLANT/NG PLAN LANDSCAPE AND l IRRX—od TION PLAN File Name. T4K213_Londscope 915 Drawn: DC MEDIAN- IMPROVEMENTS TO SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC- WORKS DEPARTMENT Job No.: T4K213 Designer: DC Dote: 5/22/14 Checked By.• A( MT. VERNON AVENUE 11 OF 17 0 1 2 3 o Z 0 z W Cm.,�.d..... _...�...a Fl..,,,,,,w.... .............. y4 r� MT. VERNON AVE. m m y —�— > ` -T7 THIS SHEET F T KEY MAP T T T T T -- T__ T T SCALE: 1 PLANT/NG PLAN LANDSCAPE AND l IRRX—od TION PLAN File Name. T4K213_Londscope 915 Drawn: DC MEDIAN- IMPROVEMENTS TO SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC- WORKS DEPARTMENT Job No.: T4K213 Designer: DC Dote: 5/22/14 Checked By.• A( MT. VERNON AVENUE 11 OF 17 0 1 2 3 Li z O U) w U J W z Q 0 m 0 w O m II m 0 N d- 0 N LO Q) E Q Q) cn c 0 rn a� Q 0 U 0 J N Q) E a� 0 Q E c- .0 00 Q) U) E D 0 U c 0 0 ( N V / 0 N I 0 N (n I— U w O n, / m NEW STAMPED CONCRETE COLOR & PATTERN TO MATCH EX. MT. VERNON MEDIAN NORTH OF UNIVERSITY. 15EGIN/ END BORING FROM MEDIAN TO MEDIAN WHERE MEDIAN BORING PIT. SLEEVES/ CONDUIT MUST EXTEND I' PAST EDGE ALONG CENTERLINE OF ROAD. ONCE PLANTER AREA STARTS, & CONTROL WIRE NEAR EDGE OF NEW STAMPED CONCRETE. 15 OF PLACE WIDE ENOUC-I-1 FOR HARPSCAPE. 15O IRRIGATION MAINLINE 1 T T T EXISTING CURB (FLOWLINE) EXISTING GUTTER (LIP) G c NEW 1.5" MAINLINE I IN NEW 3" BORED PVC SLEEVE. 1 + G CN G GW GW GW G G GW G G GWS Ld ta— Z V)0 — Z < Ld 23 00 - CL W NEW V' BORED SCHERLE 40 m—w PVC SLEEVE W/ IRRIGATION Z LL.I J CONTROL WIRES AND NEW W � CONDUIT W/ MASTER VALVE = WIRE & FLOW SENSOR CABLE U INSIDE. Q 1 NEW STAMPED CONCRETE COLOR & PATTERN TO MATCH EX. MT. VERNON MEDIAN NORTH OF UNIVERSITY. CONCRETE CONSTRUCTION & IRRIGATION PLAN DEMOLITION NOTES CONTRACTOR SHALL REMOVE: I. ALL EXISTING ASPHALT INSIDE MEDIAN ISLANDS. ?. ALL EXISTING CONCRETE TREE WELLS. 3. A15ANPONEP GONG, CURNWG SHOWN ON SHEET 4. 4. EXISTING IRRIGATION SYSTEM INCLUDING HEADS, LATERALS & EXISTING 15A6KFLON DEVICE INSIDE NORTHERNMOST MEDIAN. IRRIGATION FACILITIES WHICH REQUIRE REMOVING LARGE TREE ROOTS SHALL INSTEAD 15E ABANDONED IN PLACE & THEIR LOCATION DENOTED ON THE "AS -BUILT" PLAN. OR LE No ON 1 T T T CONCRETE CONSTRUCTION & IRRIGATION PLAN DEMOLITION NOTES CONTRACTOR SHALL REMOVE: I. ALL EXISTING ASPHALT INSIDE MEDIAN ISLANDS. ?. ALL EXISTING CONCRETE TREE WELLS. 3. A15ANPONEP GONG, CURNWG SHOWN ON SHEET 4. 4. EXISTING IRRIGATION SYSTEM INCLUDING HEADS, LATERALS & EXISTING 15A6KFLON DEVICE INSIDE NORTHERNMOST MEDIAN. IRRIGATION FACILITIES WHICH REQUIRE REMOVING LARGE TREE ROOTS SHALL INSTEAD 15E ABANDONED IN PLACE & THEIR LOCATION DENOTED ON THE "AS -BUILT" PLAN. OR LE No ON ibn 1 T r QRpFESS/ON q 5 I NGy � Z REGISTERED CIVIL ENGINEER C 80507 * Exp. 3-31-15 CITY OF BAKERSFIELD �P C 1501 TRUX TUN AVENUE qTF /V�� BAKERSFIELD, CA 93301 OF CALIF REVISIONS No. DA TE I DESCRIP TION IRRIGA TION LEGEND ® RAINBIRD 1812 -SAM -PRS BODY, SQ FUL NOZZLE, 30 psi, 360° 0.40 GPM O RAINBIRD 1812 -SAM -PRS BODY, SQ HLF NOZZLE, 30 psi, 180° 0.20 GPM RAINBIRD RIS -B-1401 BUBBLER, 30 psi, 0.25 GPM 2 BUBBLERS PER TREE ®RAINBIRD 100 PEB-PRS-D SERIES IRRIGATION VALVE- TYPICAL INSTALL PRS -DIAL PER RAINBIRD'S RECOMMENDATIONS RAINBIRD 44 -LRC: 1" (6" HEIGHT) 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW SCHEDULE 40 IRRIGATION MAIN LINE EXISTING IRRIGATION MAIN LINE NEW SCHEDULE 40 PVC LATERAL PIPE SLEEVE (MIN. TWO TIMES DIA OF IRRIGATION LINE SIZE) 11 OV — NEW 110 VOLT ELECTRICAL SERVICE WIRE IN 1"ELECTRICAL CONDUIT. —CW— NEW IRRIGATION CONTROL WIRE. INSTALL IN 2" CONDUIT WHEN NOTADJACENT TO MAIN LINE. (SHOWN ONLY WHERE INSTALLED AWAY FROM MAINLINE OR IN CONDUIT/ SLEEVE.) �C EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK PB NEW PULLBOX W.m8 POINT OF CONNECTION (POC) WITH NEW 1.5" WATER , METER INSTALLED BY CALIFORNIA WATER SERVICE. BFP NEW BACKFLOW PRE VENTER GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE 2010 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS" AND "STANDARD PLANS; AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS /S PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILI TY OF VERIFICA TION AND ACCURACY IS THE CONTRACTOR S 3. CONTRACTOR SHALL FIELD VERIFY WATER & ELECTRICAL POINTS OF CONNECTION (POC) PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL ADJUST TREE PLANTING & RWS 1401 TREE BUBBLER LOCATIONS WHEN IN CONFLICT WITH UTILITIES. VERIFY MINIMUM UTILITY CLEARANCE WITH APPROPRIATE UTILITY COMPANY. 5. CONTRACTOR SHALL REMOVE APPROXIMATELY 280 LF OF BROKEN AND/OR DAMAGED MEDIAN CURB IN VARIOUS LOCATIONS THROUGHOUT THE JOB SITE AS DIRECTED BY CITY ENGINEER. CONTRACTOR SHALL REPLACE WITH NEW CURB TO MATCH EXISTING. Z n Z A C ir R....<,..o.—dyb,.�..o� - - N 4, S C ::e�y�y�.c�ct!. sfmas�ayud"l"y;ma,..v.:ww A —1 D tA N _ . MT. VERNON AVE. rn ..Z74 .. - — o TTHIS D— m HEET KEY MAP LANDSCAPE AND IRRIGATION PLAN SCALE: 1 File Name.- W213—Landscape 915 Drawn: DC MEDIAN IMPROVEMENTS TO SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K213 Designer: DC Date: 5/22/14 Checked By /IJS & MT. VERNON AVENUE 12 OF 77 0 1 2 3 7 w z O cn w U J w z Q 0 m 0 w F— O J n I I m N O N _- 0 N �i a� E a� Q a c 0 Ln FD a� a 0 U N -0 0 J N 3 c a� E a� 0 a E c 0 a� co 0 U C 0 c Q) i N i 0 N I O N U W O tr m 00F S/04/ S 1 NDN t� APPROXIMATE ' APPROXIMATE _ _ _ _ - - - - - - - - - - - - - - - - - - - -PROPERTY LINE - - EXISTING ALLEY - II - - PROPERTY LINE I EXISTING TUZF : v� - Z EXISTING CURB (FLOWLINE) - I� - - - - - i - - - W - - 1 ExISTING FIRE W R GISTERED CIVIL ENGIN c 8050 II W * Exp. 3-31-15 EXISTING GUTTER (LIP) STATION DRIVEWAY — I 'PB --- CITY OF BAKER lEL D ----------------- -" 1501 TRUXTUN AVENUE 9T CIV1\- 0 � � � � , 1/ I EX. DRIVE�O�N EXISTING SIDEWALK BAKERSFIELD, CA 93301 F OF CAL �F � REVISIONS BEGIN DIRECT 15URIAL OF IRRIGATION NEW 15'1 1 66HEDULE 40 No. DA TE DESCR/P TION CONTROL WIRE. INSTALL MASTER VALVE WIRE AND FLOW SENSOR GABLE IN MAINLINE PIPE IN NEW V' NEW 15" MAINLINE 3/4" PVC CONDUIT. BORED SCHEDU-E 40 PVC 7/25/14 IN NEW 3" BORED PVC SLEEVE. SLEEVE 0 G NEW V' i5ORED SCHEDULE JT' 40 PVC, SLEEVE W/ IRRIGATION CONTROL WIRES AND NEW '5% ' CONDUIT W/ GPM GPM G� 3 / / W 3" PORED SCHEDULE 40 PVC SLEEVE 1 MASTER VALVE WIRE & �' � W/ IRRIGATION CONTROL WIRES AND NEW FLOW SENSOR GABLE SHRUB HEAD TREE BUBBLER '3/;' CONDUIT W/ MASTER VALVE WIRE & OINSIDE. VAL VE �� VAL VE FLOW SENSORGApLE INSIDE. + �// //�" CV IRR/CA TION LEGEND s -------- r Q ® RAINBIRD 1812 -SAM -PRS BODY, SQ FUL NOZZLE, 30 psi, 3600 0.40 GPM H w 24 f E a 25 00 _ __ 26 00 N W O RAINBIRD 1812 -SAM -PRS BODY, SQ HLF NOZZLE, 30 psi, 180° 0.20 GPM 2 _ _ _ °LLJ ' '' - I �'''� RAINBIRD RWS-B-1401 BUBBLER 30 psi, 0.25 GPM w (n - -l 11 -- - w N 2 BUBBLERS PER TREE ,� .•_ Z w ,, ri �� ��� _ _.. _ Z w RAINBIRD 100 PEB-PRS-D SERIES IRRIGATION VALVE - TYPICAL (n %�2 112 112�� -� w ® INSTALL PRS -DIAL PER RAINBIRD'S RECOMMENDATIONS _ �� EXISTING MEDIAN CURB N 1 ADJUST PILL 1/2 %12 �� DEMOLITION— NOTES 1 RAINBIRD 44 -LRC: 1- (6- HEIGHT) 2 PIECE BODY YELLOW CAP Q 60X TO GRADE CONTRACTOR SHALL REMOVE: QUICK COUPLER VALVE (QCV) NEW STAMPED CONCRETE I. ALL EXISTING ASPHALT 1NSIDE MEDIAN ISLANvs. < NEW SCHEDULE 40 IRRIGATION MAINLINE COLOR & PATTERN TO MATCH 2. ALL EXISTING CONCRETE TREE WELLS, EX, MT. VERNON MEDIAN NORTH 3• ACIANDONED CON . CUR6ING SHOWN ON SHEET A. OF UNIVERSITY. 4. EXISTING IRRIGATION SYSTEM INCLLPING HEADS, EXISTING IRRIGATION MAIN LINE LATERALS & EXISTING bACKFLON DEVICE INSIDE 1 NORTHERNM05T MEDIAN. IRRIGATION FACILITIES NEW SCHEDULE 4O PVC LATERAL WHICH REgJIRE REMOVING LARGE TREE ROOTS PIPE SLEEVE SHALL INSTEAD DE A15ANPONEP IN PLACE & THEIR (MIN. TWO TIMES DIA OF IRRIGATION LINE SIZE) LOCATION DENOTED ON THE "AS-eulLr PLAN. - t t OV - NEW 110 VOL T ELECTRICAL SERVICE WIRE /N 1 " ELECTRICAL CONDUIT. - - - T w� T- 1 —Cw— NEW IRRIGATION CONTROL WIRE. INSTALL /N 2" CONDUIT WHEN NOT ADJACENT TO MAIN LINE. (SHOWN ONLY WHERE INSTALLED AWAY FROM MAINLINE OR IN CONDUIT/ SLEEVE.) ®CIm EXISTING IRRIGATION CONTROL CLOCK a CLK NEW IRRIGATION CONTROL CLOCK CONCRETE CONSTRUCT/ON & /RR/GAT/ON PLAN PB NEW PULLBOX POINT OF CONNECTION (POC) WITH NEW 1.5" WATER WA METER INSTALLED BY CALIFORNIA WATER SERVICE. El BFP NEW BACKFLOW PREVENTER 24 -Q"f '- "f 24' 0"f 13'-6"f 1 ^ EXISTING CURB (FLOWLINE) 1 o EXISTING GUTTER (LIP) _-- _ .� GENERAL NOTES N G rl G 1. ALL WORK SHALL COMPL Y WI TH THE 2010 STA TE OF CALIFORN/A DEPARTMENT OF c � � Q TRANSPORTATION "STANDARD SPECIFICATIONS" AND "STANDARD PLANS; AND ALL LAWS, & 1 REMOVE ALL 1 ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES. EXISTING CONCRETE TREE WELLS. 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICATION AND ACCURACY IS THE CONTRACTOR'S. O O 3. CONTRACTOR SHALL FIELD VERIFY WATER & ELECTRICAL POINTS OF CONNECTION (POC) PRIOR TO COMMENCEMENT OF WORK. -I- 1 1 It to 4. CONTRACTOR SHALL ADJUST TREE PLANTING & RWS 1401 TREE BUBBLER LOCATIONS WHEN IN N ®� µ''�-- "` _ -µ _ N CONFLICT WITH UTILITIES. VERIFY MINIMUM UTILITY CLEARANCE WITH APPROPRIATE UTILITY � Q -- _ - __ _ _ m COMPANY. Z ~ ' , , f--' 5. CONTRACTOR SHALL REMOVE APPROXIMA TEL Y 280 LF OF BROKEN AND/OR DAMAGED MEDIAN Q (n w =24 ' `11 ' '; 5 00 _ 26 00 i j - CURB IN VARIOUS LOCA TIONS THROUGHOUT THE JOB SITE AS DIRECTED BY Cl TY ENGINEER. 11 I W i 4 w CONTRACTOR SHALL REPLACE WITH NEW CURB TO MA TCH EXISTING. Zw� s - wN W w, -___w ®®® __ _ _ ®y --- Z LLJ w m Z (10 o Z A MT. VERNON 11VE��m P` Q - 0 m Q REMOVE ALL m 1 EXISTING CONCRETE THISSHEET TREE WELLS. KOELREUTERIA f5IPINNATA 1 CHI NESE FLAME TREE KEY MAP 2-24" 15OX TREES T T �..�.. .� _._...................�._ �..�... ®®......_.�....�....,�... � �.._..,....... _._....____.. ®. .......... ®.,. � ... ....._._ ..,� ......_.._..... � ®..... .... SCALE: 1 � 0' Ja– PLANT/NG PLAN LANDSCAPE AND IRRIGATION PLAN F;Ie N°me• T4K213 `°ndsc°Pe 915 Drown: °c MED/AN IMPROVEMENTS TO SHEET N0. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K213 Designer. DC Date: 5/22/14 Checked By. MT. VERNON AVENUE 13 OF 17 0 1 2 3 4 w z O F- V) w U J w z Q 0 52 m 0 w F- F- 0 - F - O J n I. n 0 N 0 N Ln L Q) Q Q) C) c 0 Ln rn Q) Q a U U) c a J N Y / 3 V) c Q) E Q) 0 a E c a� U) a 0 U c 0 c- 0 0 I ro N Y F— O N 0 N / (f) 1— U w O Of / m I � I I - I I I L------------,r—�-� EXISTING FIRE STATION EXISTING PLANTER A EXISTING WALL & GATE I I I / O NEW V' SCHER LE 40 PV( SLEEVE W/ IRRIGATION CONTROL WIRES AND NEW '/�' :. CL•K �'•• •• .. � ,• . CONDUIT W/ MASTER / VALVE WIRE & FLOW :. I ;' SENSOR GABLE INSIDE. I I : • -�� / IRRIGATION CONTROLLER & CONTROL VALVE NOTES 1. REMOVE EXISTING SPRINKLER TIMER & RETURN TO FIDEL GONZALEZ, RECREATION & PARKS DEPT, 661-326-3354. 2. INSTALL NEW TIMER 'IN NEW PEDESTAL PER DETAIL L-7 A, SHEET 16. 3 EXTEND 110 V POWER FROM EXISTING TIMER (INSTALL PULL BOX A T ELECTRICAL CONNECTION) & EXTEND EXISTING IRRIGATION CONTROL WIRE TO NEW TIMER LOCA TION. 4. REWIRE REMOTE CONTROL VALVE WHICH SERVES MEDIAN ISLAND NORTH OF UNIVERSITY TO NEW TIMER. THE TWO (2) OTHER EXISTING VAL VES SHALL BE REMOVED. CONFIRM WI TH FIDEL GONZALEZ A T 661-326-3354 PRIOR TO VALVE REMOVAL. 5. REMOVE EXISTING REMOTE CONTROL VALVE WHICH SERVES MEDIAN ISLAND NORTH OF UNIVERSITY. INSTALL NEW VAL VE & CONNECT TO NEW IRRIGATION MAINLINE. RETURN OLD VAL VE TO & CONFIRM LOCA TION OF NEW VALVE WITH FIDEL GONZALEZ. I CLF 3e ........«_..w. EX. SIDEWALK O EXISTING SIDEWALK EXISTING CURB (FLOVVL-INE) 1 PROTECT -IN-PLACE EXISTING WATER METER. EXISTING GUTTER (LIP) G --": WATER SERVICE LINE AT 1 THIS METER HAS CONSTRUCT MEDIAN GURU TO MATGII INSUFFICIENT PRESSURE FOR EXISTING CURB. OUTSIDE ' EDGE OF CURB PROPOSED SYSTEM OO SHALL BE PLACED ADJACENT TO OUTSIDE EXPANSION. SEE SHEET 10 EDGE OF CROSBWALK. PAINT MEDIAN -F FOR NEW WATER P.O.G. N05E YELLOW WITH (2) COATS OF ENNIS N 1 0 TRAFFIC PAINT. APPLY POTTERS BEADS ADJUST EXISTING PULL AFTER EACH GOAT OF PAINT PER BOXEs TO GRADE. Q �- MANLFACTURER'S SPECIFICATION. PATCH F- PAVEMENT PER COB DETAIL 6T-12. to W _ ._...._... ..... W n W to 26 00 Z W J WREMOVE �\ ABANDONED FOOTING FOR N EXISTING MEDIAN CURB � FORMER PEDESTRIAN PUSH BUTTON = . Q &SURROUNDING CONCRETE. U 1 Q NEW STAMPED CONCRETE < COLOR & PATTERN r0 MATCI1 EX. MT. VERNON MEDIAN NORTH OF UNIVERSITY. REMOVE EXISTING MEDIAN CURB 1 > Z £ EXISTING CROSSWALK INTERSECTION: UNIVERSITY AVENUE & MT. VERNON AVENUE DEMOLITION NOTES CONTRACTOR SHALL REMOVE: I. ALL EXISTIWG ASPHALT INSIDE MEDIAN ISLANDS. Z• ALL EXISTING CONCRETE TREE WELLS. 3. A15ANPONEP GONG. CURBING SHOWN ON SHEET 4. 4. EXISTING IRRIGATION SYSTEM INCLUPIWG HEADS, LATERALS & EXISTING 13A64q`L0N DEVICE INSIDE N0RTHERNM05r MEDIAN. IRRIGATION FACILITIES WHICH REQUIRE REMOVING LARGE TREE ROOTS SHALL INSTEAD M A15AWOWP IN PLACE & THEIR LOCATION DENOTED ON THE "AS-DUILr PLAN. IRRIGATION SPARE WIRE NOTE EACH VALVE SHALL BE CONNECTED TO COMMON WIRE (WHITE) & (1) CONTROL WIRE (BLACK). (1) SPARE WIRE (RED) SHALL BE RUN FROM CONTROL BOX TO EACH VALVE BOX /N THE SYSTEM. THE NUMBER OF SPARE (RED) WIRES RUN SHALL EQUAL THE NUMBER OF VALVES PLUS (2) UNLESS OTHERWISE NOTED IN THE PLANS (1) SPARE COMMON WIRE (WHITE) SHALL EXTEND FROM CONTROL BOX TO FURTHEST VALVE W/ A 24" SERVICE LOOP /N EACH VAL VE BOX. CONCRETE CONSTRUCTION& IRRIGATION PLAN 00 ESS /o4, 51NG/j < cl C9� REGISTERED Cl V/L ENG/NEER � C 80507 * Exp. 3-31-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF BAKERSFIELD, CA 93301 CA\ -\F REVISIONS No. OA TE I DESCRIPTION 1 2 / / 4 IRRIGA TION LEGEND ® RAINBIRD 1812 -SAM -PRS BODY, SQ FUL NOZZLE, 30 psi, 360° 0.40 GPM O RAINBIRD 1812 -SAM -PRS BODY, SQ HLF NOZZLE, 30 psi, 1800, 0.20 GPM RAINBIRD RWS-B-1401 BUBBLER, 30 psi, 0.25 GPM �.� 2 BUBBLERS PER TREE ®RAINBIRD 100 PEB-PRS-D SERIES IRRIGATION VALVE- TYPICAL INSTALL PRS -DIAL PER RAINBIRD'S RECOMMENDATIONS RAINBIRD 44 -LRC: 1- (6" HEIGHT) 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW SCHEDULE 40 IRRIGATION MAIN LINE EXISTING IRRIGATION MAIN LINE NEW SCHEDULE 40 PVC LATERAL PIPE SLEEVE (MIN. TWO TIMES DIA OF IRRIGATION LINE SIZE) -11 OV - NEW 110 VOLT ELECTRICAL SERVICE WIRE IN 1 "ELECTRICAL CONDUIT. —CW— NEW IRRIGATION CONTROL WIRE. INSTALL IN 2" CONDUIT WHEN NOT ADJACENT TO MAINLINE (SHOWN ONLY WHERE INSTALLED AWAY FROM MAINLINE OR IN CONDUIT/SLEEVE.) CLI EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK PB NEW PULLBOX e POINT OF CONNECTION (POC) WITH NEW 1.5" WATER O • METER INSTALLED BY CALIFORNIA WATER SERVICE. BFP 0 NEW BACKFLOW PREVENTER GENERAL NOTES 1. ALL WORK SHALL COMPL Y WI TH THE 2010 STA TE OF CALIFORNIA DEPARTMENT OF TRA NSPORTA TION "STANDARD SPECIFICA TIONS" AND "STANDARD PLANS; AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES. 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICATION AND ACCURACY IS THE CONTRACTOR'S 3. CONTRACTOR SHALL FIELD VERIFY WATER & ELECTRICAL POINTS OF CONNECTION (POC) PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL ADJUST TREE PLANTING & RWS 1401 TREE BUBBLER LOCATIONS WHEN IN CONFLICT WITH UTILITIES. VERIFY MINIMUM UTILITY CLEARANCE WITH APPROPRIATE UTILITY COMPANY. 5. CONTRACTOR SHALL REMOVE APPROXIMA TEL Y 280 LF OF BROKEN AND/OR DAMAGED MEDIAN CURB IN VARIOUS L OCA TIONS THROUGHOUT THE JOB SITE AS DIRECTED BY CITY ENGINEER. CONTRACTOR SHALL REPLACE WF TH NEW CURB TO MA TCH EXISTING. v Z O Z A co EA m C • .. ... p > V) !'S MT. VERNON AVE. m O > -- m THIS SHEET 1 KEY MAP SCALE: 1 "=1 0' LANDSCAPE AND l/767 IRRIGA TION PLAN File Name: NK213_Londscope 915 Drawn: DC MEDIAN IMPROVEMENTS TO SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K213 Designer: DC Dote: 5/22/14 Checked By. AIS& MT. VERNON AVENUE 14 OF 17 0 1 2 3 L� 07 Q U V) C O J N Y / 7) C N E Q) O a E C O V V) E 0 U C_ O C_ Q) I N V F— �f- O N I O N / U) U W O ry / M GROUND COVER/SHRUBS PLANTING SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY LOCATION REMARKS KOELREUTERIA BIPINNATA _ 0 AGAPANTHUS AFRICANUS LILY OF THE, NILE"5 GAL. 109 PER PLAN SPACING PER PLAN 4" berm CALLISTEMON 'LITTLE JOHN' DWARF BOTTLEBRUSH 5 GAL. 51 PER PLAN SPACING PER PLAN 24" BOX 4 DIETES IRIDIOIDES FORTNIGHT LILY 5 GAL. 57 PER PLAN SPACING PER PLAN 8 PER PLAN HEMEROCALLIS EVERGREEN EVERGREEN DAYLILY 5 GAL. 48 PER PLAN SPACING PER PLAN LANTANA , MONTEVIDENSIS "PURPLE" "PURPLE" LANTANA- 5 GAL. 48 PER PLAN SPACING PER PLAN MAHONIA AQUIFOLIUM "COMPACTA" COMPACT OREGON "GRAPE HOLLY 5 'GAL. 116 PER PLAN SPACING PER PLAN C• RHAPHIOLEPIS INDICA 'PINK DANCER' DWARF INDIA HAWTHORN 5 GAL. 55 PER PLAN SPACING PER PLAN ® STIPA (NASSELLA) TENUISSIMA MEXICAN FEATHER GRASS 5 GAL. 58 PER PLAN SPACING PER PLAN TULBAGHIA VIOLACEA SOCIETY GARLIC 5 GAL. 160 PER PLAN SPACING PER PLAN TREE PLANTING SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY LOCATION REMARKS opproved by Rec. & Parks KOELREUTERIA BIPINNATA _ CHINESE -FLAME TREE 24" BOX 14 PER PLAN SPACING PER PLAN LANDSCAPE AND y , 4" berm �arR required VARIOUS PLANTINGS City Standards Distance Varies PISTACHIA CHINENSIS CHINESE PISTACHE' 24" BOX 4 PER PLAN SPACING PER PLAN STYPHNOLOBIUM JAPONICUM 'REGENT' aka SOPHORA JAPONICA JAPANESE PAGODA TREE 24" BOX 8 PER PLAN SPACING PER PLAN 14V PLANTING NOTES: 1. ALL QUANTITIES ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ACTUAL QUANTITIES. 2. INSTALL 2" LAYER OF WALK-ON BARK MULCH THROUGHOUT PLANTER AREA. TO PREVENT INTRODUCTION OF WEED SEEDS: BARK MULCH SHALL BE VIRGIN FOREST PRODUCT CONTAINING A MIXTURE OF SHREDDED DOUGLAS FIR BARK AND BARK NUGGETS. SHREDDED BARK`- SHALL BE "" TO J" WIDE BY 3" `TO- 4" LONG, BARK NUGGETS SHALL BE, TO 1 WIDE BY J" TO 1 "" LONG. "SUPERIOR WALK ON BARK" FROM. SUPERIOR .SOIL SUPPLEMENTS IN HANFORD, CA PH. 559-584-7695 MEETS THIS REQUIREMENT. APPROVED EQUAL MAY BE USED. CONTRACTOR SHALL FURNISH A SAMPLE OF, THE PROPOSED WALK ON BARK TO THE ENGINEER FOR APPROVAL. 3. MATERIAL SHALL CONTAIN NO WEED SEED. 4. BARK MULCH SHALL NOT COVER OVER PORTIONS OF NEW PLANT MATERIAL. BARK MULCH SHALL BE PLACED 6" AWAY FROM ESTABLISHED TREE TRUNKS. 0,of ESSIav `Z-1 �Q SINGG F EGISTERED Cl VIL ENGINEER C 80507ri Exp.3-31-15 CITY OF BAKERSFIELD q C/vl\-\P 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CA��F�� REVISIONS No. I DA TE I DESCRIPTION 6 ' For planter areas 5'-10', Tree Support V.t.T. or equal Stake(s) WN.Nc: L-WKV in width or as opproved by Rec. & Parks o Director 6 2 A *Install trees along LANDSCAPE AND CL of planter 4" berm �arR required VARIOUS PLANTINGS City Standards Distance Varies ..++ate• S-1 & S- I me F.G. r r+- • . ,.... .Jz_ s Roof -Boll Install root barrier panels as close to % /j lantin Tablets \ Plets \ F.G. as possible (Typ.) //\ (See Note 6) O WE PLANTING WITH ROOTGUARD 116 NO TES: 1. Apply sod amendment as per soil test. 2. Alt trees shall be staked with new 2.0' Did. (pressure treated) Lodge Pole Pine. Remove original tree stokes from all plant material delivered to the prosect site and install new tree stakes. 3. Construct mound as required to secure plants stability during construction installation. 4. Arbor tree guard or opproved equal is required around off trees planted in lawn areas 5. Root Guard barrier is required an all hard surfaces when the tree trunk is 5.0' or less from any hard surface. Place bonier parallel along the edge of hard surface, 5' to each side of tree. 6. Planting tablet shall be placed 2.0" below finished grade near root foundation as follows I - Tablet per / Gallon. 3 - Tablets per 5 Gollon. 6 - Tablets per 15 Gollon. 9 - Tablets per 2.0' Box 7. Any and all deviations from this standard shall be approved by the Recreation and Parks Director prior to construction. 8. All landscape installation shall be in accordance with City Standords� Maaufoctwer's Recommendation, and Section 20 of the Standard Specifications 9. All moteriol used shall be new and free from imperfections 10. See opproved londscope and arigation plans for specific model numbers, size, manufacturer, and performance requirements Natural �� 2X Width __ Ground Of RootBoll ® SWING DETAIL Prevailing Wind Direction Tree Trunk Tree Stokes Support © STAKE LOCA T/ON , Berm Tablets e 0) OTYPICAL SHRUB O PLANTING DETAIL Tree Support V.t.T. or equal Stake(s) WN.Nc: L-WKV (See note 12) STANDARD h Trunk Guard LANDSCAPE AND for turf only F.G. �arR Woter Basin VARIOUS PLANTINGS 10.1 ..++ate• 4.0" Berm me CITY OF BAKERSFIELD L-10 \ Crown of Tree to be PUBLIC WORKS DEPARTMENT 0 GLI0.5" (15mm) above F.G. 0 0 (Throughout) Planting Tablets /jam/jam/jam/\ (See note 16) NO TES: 1. Apply sod amendment as per soil test. 2. Alt trees shall be staked with new 2.0' Did. (pressure treated) Lodge Pole Pine. Remove original tree stokes from all plant material delivered to the prosect site and install new tree stakes. 3. Construct mound as required to secure plants stability during construction installation. 4. Arbor tree guard or opproved equal is required around off trees planted in lawn areas 5. Root Guard barrier is required an all hard surfaces when the tree trunk is 5.0' or less from any hard surface. Place bonier parallel along the edge of hard surface, 5' to each side of tree. 6. Planting tablet shall be placed 2.0" below finished grade near root foundation as follows I - Tablet per / Gallon. 3 - Tablets per 5 Gollon. 6 - Tablets per 15 Gollon. 9 - Tablets per 2.0' Box 7. Any and all deviations from this standard shall be approved by the Recreation and Parks Director prior to construction. 8. All landscape installation shall be in accordance with City Standords� Maaufoctwer's Recommendation, and Section 20 of the Standard Specifications 9. All moteriol used shall be new and free from imperfections 10. See opproved londscope and arigation plans for specific model numbers, size, manufacturer, and performance requirements Natural �� 2X Width __ Ground Of RootBoll ® SWING DETAIL Prevailing Wind Direction Tree Trunk Tree Stokes Support © STAKE LOCA T/ON , Berm Tablets e 0) OTYPICAL SHRUB O PLANTING DETAIL WN.Nc: L-WKV STANDARD a.-;, LANDSCAPE AND oc IRRIGATION FOR �arR VARIOUS PLANTINGS 10.1 ..++ate• me CITY OF BAKERSFIELD L-10 CALIFORNIA Oft PUBLIC WORKS DEPARTMENT PLANTING .1767 SCHEDULE File Nome.' T4K213_Landscope 915 Drawn: DC MED/AN IMPROVEMENTS TO ,4 PUBLIC WORKS DEPARTMENT Job No.: T4K213 Designer: DC SHEE% N0. CITY OF BAKERSFIELD, C,4LIFORNI • Date: 5/22/14 Checked By: MT. VERNON AVENUE 15 OF 17 0 1 2 3 i WHEN LANDSCAPING ® DENOTES AREA WITHIN MEDIAN ACCEPTABLE �y �/y p I R� FOR LANDSCAPING (SEE TAI F M /AN CENTERWOF ENTRANCES FOR EXTENT OF PLANTER AREA . AREAS OUTSIDE MUST BE SEPARATED BY THESE LIMITS SHALL BE ENTIRELY SURFACED MAJOR ARTERIAL 30 MINIMUM WITH ACCEPTABLE HARD SURFACE TREATMENT. USE OR COLLECTOR OF TREES OR OTHER FEATURES MAY BE LIMITED DUE TO SIGHT LINE RESTRICTIONS. J fly• M/N fl5• M/N Min. 10' above concrete slob _ - ILL.) £L£CTR/CAL CONDU/T Finish^•"'.•••'- • ^ Finished Grade 15' Min. I� I_ 4.0" _ I r--- Finished Grade 17, Finished An MAIN LINE Backfill and compact according to standard ST -16. See Caltrans Specs for surface treatment or as directed by the Recreation and Parks Director z fly M/N - - - - //��//.�//.�//.�//.�// BockAll j\ B LATERAL L/NE Femole WW/New Concrete j \//\ /��/\\// Adaptor / \\\ �\ \\ji \\j l.0' Finished Grade LANDSCAPING LIMITS TH/N MEDIANS / : // Concrete thrust % : •- \/ //� \\ �/ 3" Schedule 40 PITC Sleeve 3/4" Conduit w/Master VoIR J 4 2 B A A 9 -(Curb) 1.5' MIN i ' , �� �/� j� /\ \\j wire & Flow Sensor cable \/j 6 • j ; �/ \�/ W C �2' q B • /j• Block per U.P.C. / / %\ \\j �/ Ira otion Control Vires inside. 18" Minimum Depth. Q %N\ \ \ ' '�'•. \ \�i\�i� \ %% /\ \/ 3/4' Conduit w/Moster Valve - - From Water Gl/f/ow Sensor cable inside. y/ \/ For large Meter vanized Piping &Fittings To Valves \�\i�\i�\i�\i�\\/ �\ \ \/�`/ `�\\ �\ furl heads j\ \\% 9.5" s.s' I4' (Typicol throughout) Street Ri ht-ol-Wo only \�\\j/\\//\\//\\/ J 9 y Y s MOWER L5' behind Right-ol--Way. PROFILE NEW M MIN RAMP A REDUCED PRESSURE ZONE � � Place irrigation control wires neor the main For small //SL EE \j bundled and toped at 10' intervals. furl heads ` \� o BACKFLOW PREVENTER NOTES- O $ &bubblers Locate wires at the 3 O'clock position. ~ B C B A A NO TES: %\ Backfill O Hord Surface Treotment Hard Surface Treatment I Except as noted, all piping and fittings shall be 1. When crossing under roadways or any other hard surface, all electrical wiring ss J galvanized unless roved b the '+ °':• •" * ';' ' and water lines shall be installed 2.5' 3.0' deep, in a schedule 40 PVC Adust mainline deeper as needed to maintain 6" clearance from conduit. 509 Min. Planter Area 509 Min. Planter Area 9 approved y `<, ;.tr. , : s a '►+ '' P \\ \\ :y•.. t.:. t:•.• sleeve. Sleeve shall be two times the diameter o/ the conduit/pipe, all Recreation and Parks Director. C' . �•: • � " :1., • •'•`: -� 759 Max. Planter Area 759 Max. Planter Area ,;.:..• •:;;,�,,I,+ .. � .;'�•. •�: ..•, t r•� electrical conduit sholl have 1' min. dia. for 110 volts on 2" min. did. for low DE TAIL MEDIAN 2. Use Teflon pipe lope on oil threaded ints " K • /i,•/i,/i./i, ` '� :: `: voltage. - approved equal by the Recreation and Parks Director. 1. A 15' min, border o/ hard surface treatment is required adjacent to the bock o/ curb throughout sections A & B. 3 All moterio/s sholl be new and free from imperfections 2 Roadwoy/Hordscope 2 Sleeve shall extend 10' beyond hordscape on o// sides and the location shall UL 2. WhNOTES: Mere width is less than 8.5' meosured from fiowline to towline (6' p/anter width) hard sur/ace treatment only required. Sleeve be marked on the curb lace and or horoscope by chiseling the letters lR". I I 3. Hard sur/ace treatment only must be installed when the minimum width does not occur /or 30 consecutive feet 4. See approved landscape and irrigation plans and Conduit/Pipe 1. All electrical a wiring and water Ikons shall be installed 9. All irrigation mainlines 2.0" in diameter and .. 4. No turf w/7l be allowed in planter area without prior approval o/ Parks Division. - � legends /or specific mode/ numbers size, quantity, LAN NEW 5. Stomped concrete installation shall be to '$omonile" specifications or approved equal. manufacturers, and performance requirements P 3. Improvements within the dedicated street right-ol-way moy require a Street 2.5' deep in o Schedule 40 PVC conduit when -• less shall be Schedule 40 PVC Irrigation mainlines greater crossingroodwo or under an hard sur/aces than 2.0' in diameter shall be class 200 ria Permit Check with the City Public Works Deportment Subdivision Section 1s n y 9 6. Spray Heod" type irrigation requires /he LS' hard sur/ace treatment along the perimeter o/ the planter to be requirements. lite PVC Schedule 40 or approved egad by the Recreation sloped inward toward the planter at 2X 5 All transitions from galvanized pipe to PVC pipe shall 40' 2. Where the Rainbird maxicom krigotion system is and Parks Directs Irrigation opo mainlines 4 or greater atoll be constructed with Schedule 40 female adopter or Finished Grade specified, the maxicom cable must not come into contact include ductile iron fillings 7. Bubbler Head' ttpe irrigation is encouraged however where street fiowline grades exceed 2X Jol% Spray Head' type a roved 4. Where open cuts ore required to install various irrigation lines ands wires, 0- irrigation is required. pp equal by the Recreation and Parks Director. r P 9 with the power supply or valve wiring. Locate the maxi- s treet patching within the City right-of-way shall be in accordance with / 10. An and ol/ changes shall b r 6. A 6.0' thick reinforced concrete slab is %• ; com cab a neor the main line of o 9 o'clock position. y g e app oved by the Recreation with the City Engineer and Parks & Recreation Director. :•'.t.. •.: ; ,... <. ;,,,..• •• current City standards or as directed by the City Engineer. and Parks Director prior to implementation. N 9. Allowable shape of landscaped planter areas can be free form and is not limited to rectangular required /or all water protection devices Minimum or circular configurations, as long as containment o1 overhead irrigation is achieved. clearance shall be 15' on oll sides o/ the i\ \\\\i\\i�\3. If more than one line is installed per trench, provide 10. Instal/ mower romp of all median breaks.(Perferably at left turn pockets od)acent to /own areas) device and as directed b the Recreation and Parks /\�! 5. Any an all changes shall be approves by the Recreation and Parks Director 0.5' horizonto/ and vwlico/ separation. 11. Al/ irrigation installation shall be in accordance with y j\ \/ � prior to implementation. city standards the latest approved edition of the Uniform 11. Compact 0.5' base to 90X relative density below all horoscope. Director. (See Detail CJ �/ \ Plumbing Code, Monulocturer's Recommendations, Section �j 12. Mow romp required on all ends of medions (2 mow romps per island) %\ \\� 4. All PVC solvent (glue) shall be /711 (primer is 20 0/ the Standard lactu err Re and n directed by the 7. A stainless steel enclosure and a thermal freeze o \� 6. All electrical installation shall be in accordance with City standards, required on main line only). Recreation and Parks Director blanket shall be installed as directed by the Recreation �/ \\ Backfill monufoctures's recommendation, section 20 of the standard specification, and i/�" PER F7 I/4' PER FI and Parks Department. // \/ P 5. Landscape O -y I.5' as directed by the Recreation and Parks Director pe and kriyotion improvements within the 12 All materia/ used shall be new and tee from imperfections. cl I 2"MAX 8. A# irrigation into/%tion shall be in accordance with \\! dedicated street right-of-way may require on open P city standards, the latest accepted edition of the �i 7. All materia/ used shall be new and free from imperfections street permit. Check with city engineering department 13 See approved landsco g p g Ln �" i\ \\' /s r uirements PP pe and irri otion plans and legends Uniform Plumbing Code, manufacturer's recommendation, // for specific model number, size, quantity, manufacture, Section 20 of the standard specifications, and as j\ \\� 8. All electrical installations within parks or parkways shall be inspected by and performance requirements. SECTION D -D directed by the Recreation and Parks Director. / Sleeve Public Works Electrical supervisor 6. Where open street cuts ore required to info/1 variousX-SECTION WHERE NO �/ Conduit/Pipe irrigation lines and/or wired all street patching within Woter protection unit 9. An and all changes shall be opproved b the %\ \\/ the cit ri t-of-wo shall be in occordonce with Cit 14. No other conduct or piping may be of%wed within the � PLANTER EX/STS P y 9 PP y �/\ /\\! 9. No other conduit or piping may be a//owed within electrical or contra line y � y y krigatior/ piping or contra line french. . :e ° ° Recreation and Parks Director before implementation. '�� /i trenching. approved standard or as directed by the City Engineer. t�d/A1K: L -ICY .'1,5'.MA, • . • :a FILENAME: L-5REV \\i\\�\\//\\//\\//\\\// FILENAME: L-3REV FILENAME: L-2REv, Q I/4• PER FT I/1• PER FT 0AX EEtr 15' 1^4 DATE REV 7. When thele is o change n filled d/rectkx, all %nigolian 1/14 main lines larger than 2.0' n diameter (pressure DATE REV 1/14 cn -' � -- � STANDARD o.e.� STANDARD '/14 PROFILE N£W DATE REV D-Aw /5: Mtn DRAIN STANDARD Ls' Ls' _ ' • 15' Mill.Q d . DAH/BW DR" DAH/BW lines) shot/ be secured with concrete thrust blocks in STANDARD ORAr»+ a 2' ' LANDSCAPING UNITS fe4Es C0"'°" POTABLES WATER CHECKED O SL£EVEC F GOO:OIei DAH/BW • ° A4 Ii DETAILS FOR CHECKED accordance with manufacture's recommendation and DETAILS FOR CHECKED as directed by the Recreation and Parks Director. F. Gonzole: Re Required on all Assemblies SCALE PIPING, TRENCHING, SCALE PIPING, TRENCHING, � WITHIN MEDIANS "•t•S q N.T.S.C A�wolto saw I& PROTECTION AND BACKFILL N.T.S.SCALE N.T.S. O CONCRETE APPROVED SHEET No. AND BACKFILL O X -SECTION ADJACENT CITY OF BAKERSFIELD APPROVED SHEET No. 8 All irrigation lateral lines Shall be Schedule 40 PVC APPROVED SHEET NO. CITY OF BAKERSFIELD if a lateral line is located under o hard surface CITY 4F BAKERSFIELD TO PLANTER AREAS L-12 C CITYCALIFORNIA FIELD L-3 Schedule 40 PVC is required CALIFORNIA SLAB PLAN L-5 CALIFORNIA L-2 PUBLIC WORKS CALIFORNIA Oz* [TIOC DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT p ' See Note 17 1.0' for NOTES: Top of valve box Main Line Spray Heads See note 4 on 1.5' ex Lf) 1.0'' 3 Spray 1 Use Teflon pipe on off treaded pints Top Mount MODEL SB-21SS ( / ponslon loop Concrete this sheet finished Grade Schedule 8C PVC Concrete /s Bubb/era Stainless Steel STRONG BOX BY NT PRODUCTS ) /or all wires Block Wall Controller Enclosure OR APPROVED EQUAL ResitientBall Valve & Block Wo// 2. All risers and nipples shall be SCH. 80 PVC. All liftings A \\///\ \\//\//\//\% shall be SCH. 40 PVCam Union Assembly � 2X Min Slope � ' : • � �I:� alp :- �\, n\>�\ \\\�\n\n\, Automatic / +24. '/ . Rain Bird ESPIILXMEf Controller with: Exbo Control (linesize schedule 80) p 1X Slope 1X Min Slope 1 Max Slope\//\\/\\/\\\/� \j \j� 3. All laterals shall be Class 200 Ply or as required on plans Flow Smart Module Controller Control / Wire V 4.1 Max Slope rVries---rStd. ST -9 -►T, Vies- finished Ca \\ \� 6.0Wire� Std. ST8 2.0 I ;/ l0 NCC -CP GPRS Cellular Cartridge ® i Controller Sub -Assembly ' � Varies i Grade \ \/ Flex Nipple (T/TJ Controller package e 1 t y j Common Remote Control Valve \ \ 4. When irrigation heads ore installed within embonkmenls, g P ag CSA includes GFl & terminal C •/ // t (CSA) \\ Wire Valve /D Tog : Sibewolk \/\/\/ `�\� \ \\\ \/\,• �.• �, o drain valve or check vo/ve is required to prevent erosion, t stns with /ocords Female j J •••Sdewol / / / / / // // /\�//////� i. �. �. / //\�j\�i\\j/\ /////\/\ \ Ell (ST) or Check valves and drain valves shall be installed of locations P P Adapter i i i i /\\�i��\��\��\�\�\\ /\ �/ \ \ Tee (SST) Schedule 80 PVC /\\Compact soil \ ` Lateral Line / as prescribed by the specified conditions and shall be rr) Com act Soil Under.` Mow Strip (See• /\/\//< Mow Strip (See \\: i\ /\j p Under Sidewa/k approved by the Recreation and Parks Director prior to fn�M'� / PLAN V/EW Sidewalk to 90% Stondord L -I), Standard L -ll, /�\/�\/�\/�\/�\/�\/�\/�\/, > to 90X placement and use.. Grade T Mount / \ See detail Y Detail 0) Detail O) P °p / /� (Plan view is /or t)picol AO BUBBLER/SfIRUB SPRAY HEAD ® 6.0' Min. Stainless Steel \/ \, U' on valve assembly - 5 Al/ pop up heads sholl be 10' from concrete _ _ Controller Enclosure Schedule 80 this sheet conA rotions mo ver F- A PARKWAY SECTION PARKWAY SECTION and asphalt areas All large radius irrigation heads (pori I _ Nipple T �/ \ y y) / -III _ _ _(IT) \ Lateral Cine �, (COMB/NA TION TYPE S/DEWALK� (STANDARD TYPE S/DEWALK� Install Top of Head 0.25" circle) shall be 4.0' from concrete and asphalt I=III=III III -I I I-III=I S/DE NEW \ \� Main 3 above F.G. for areas Height of pop up heads shall be as /ollowx -I 11=1 11=1 1=1 11=1 I I I I=1 I I Line Finished Main _0 port circle and 4.0' 40' for lawn oreas Direct burro/ control wires to Grade Line Brick / for full circle. 10' far shrubs 120-va/l senvir� contra valve &master valve. Top o/ valve box 2.5' expansion loo 10' lar round covers FRONT VIEW Install flow sensor wire in 1' conduit. Se +' 1.5• \\ \\ \\ \\ \\ \\ \ \\ \\, 9 lo conduit. ( e note 4 on P P Finished � /s all wires. CType M Medion Curb stomped concrete/�/�/�/�/�//�/' 6. Where part circle irrigation heads are adjacent to o building PVC Ion awe ELL this sheet) Grade (T)pe M-1, M-2 not i\\ wall, locale heads 10' from face o/ building wall to g4 (See Landscape 9 size as required, of%wed in landscaped 20. Nip 80 PVC \\ back o/ irrigation head. Q) median islondsJ Stondord L -12J Concrete Nipple (T/TJ /\\ // O REMOTE CONTROL VALVE j Extra \� Block Woll 7. All frees shall include a deep root watering system (Rainbird AO LRR/CATION CONTROLLER ENCLOSURE BOTTOM INLET j control \ Control Q //�/ /� `// // RWS series s approved equal), Two (2) per free \ wire \Wire 10" Finished Grade Varies \\ Triple Swing Joint \ \/ Schedule BO //, \ `/ /// 8. All triple swing jaint assembly shall be Rainbird TSJ /or quick NOTES.Nipple (T/7) �\ 3.0' /`Toe o/ j/\\j couplers and Rainbird SA /or popups or a roved Common pp equal. and Ennio% F.G. :Slope /\\/\\/\\/\/ \\/ '/\\, L AlI krigotron contra valves shall include o Schedule �\ Wire C ' •` 80 union downstream side o/ wive of each location and Adopter p y 9. Any and all changes from this standard dela# sheet shall o union wn Ball Vose on the upstream side location each valve / .6 / / // // // // // // /\,Lot Latero) Line / \/ j \ \\ / / y approved y Caterol // /// Remove all foreign / : /\, �j \Side\\j\\j\j\/\j\\/\\/\\/\\�\\� b roved b the Recreation and Parks Director. /� y\\\ moteriol to o depth \\\\i\\� ee approved plans /or\/ //�//.///.�//.�/ 2. All nipples shall be Schedule 80 PVA All fitlklgs Main / Line // Sidewo/k .' •/ >// •; /� 10. See opprowd landscape and irrigation plans and legends NO IES shall be Schedu/e 40 PVt Use Teflon on oN threaded 'rots Line specified in Standards \ \\< /Yiockfdl requirements \ /� p V) 16/ /� // /j /\//\//\/ /\� >/ \\ ©LARGE RADIUS HEAD (Bottom Mounted for specific model numbers, size, quantity, manufacturer; + \\ \ \\ : /\\ /\ \ /\ and performance requirements 1. Use Schedu/e 80 PVC conduit with on enclosed pedestal. Slope conduit to drain 1/8' per 1.0: 3 Al/ krigotion control valves atoll be placed in o plastic Brick / /\.Waterproof coating or\i.. /\. `//./��//:�//��//�//�//�//://://�\//�\ \/, opproved equal by City inigalion contra box with o valve identification fog and Root Od&d Finished Grade 2. Construct 0.5' thick, doss 9' concrete slab as required to receive the pedestal mounted irrigation control lockable lid marked 7RR/GA770N" by the manufacturer. Barrier \ \ \ \ cock Compact 0.5' base to 9OX relative density prior to placement o/ concrete slab. the fop o/ the valve box shall be set of finished grade \\j /\\j\\j\\j/\�j; \\ \\ \\ \\ \\ \\ \\ \ \' in turf areas and 2" above Anish grade h planter areastype or approved equal O REMOTE CONTROL VALVE al/ plastic valve boxes and lids shall be NDS Pro Series C SIDE INLET © MEDIAN SECTION @WATER PROOFING ;\i \\j/\ y \\\ 3. All krigotion cantrdler enclosures shall be !op mount, o/ o rondo/ and weather resistant nature, moms/oclured C entirely o/ 304 grade stainless steel. l. O (PLANTERS AND RETAINING WALLS �\ / S h 0 P �// 3A. Valves located in hordscape sholl be placed in a reinforced g AN C bundled at 10 intervals and placed near the 13. See approved /ondscopelrngation plans and legends irrigation mainline at the 3 adock position. for specific model numbers, size, quantity, manufacturers ' - - and performance requirements FILENAME: L-6REV 6. All wire connections sholl be waterproof and opproved by the Recreation and Parks Directs. Splices wall not DATE REV 1/14 be al/owed unless opproved by the Recreation and STANDARD DRAM Parks Directs The approved splices will requke the DAH/BW CHECKED use o/ a splice box. F Gonzalez DETAILS FOR REMOTE VALVES SCALE N.T.S. 7. Maintain 2.0' separation between remote SHEET NO. control volms (centerline to centerline) when more than APPROVED one vase is instal/ed inthe some location. CITY OF BAKERSFIELD L_6 CALIFORNIA 8 Where possible, locate Halves in the p/onter oreas CITY ENGINEER PUBLIC WORKS nrPARTUCUT Recreation and Parks Director prig to implementation. 5 All irrigation installation shall be in accordance with City Standards, the latest edition o/ the California Plumbing Code, manu/octurer's recommendations, Section 20 of the Standard Specifications, and as directed by the Recreation and Parks Directs 6. All materials used sholl be new and free from imperfections j FILENAME: STANDARD VARIOUS PARKWAY AND MEDIAN SECTION MISCELLANEOUS DETAILS NO TES: Swing Pipe Ell (SIJ or Tee (SS T) Lateral Cine :/\® DRAVIN DAH/BW 1. Provide positive drainage (1X minimum to 4.•1 max.) 7. See opproved landscape and irrigation plans and legends SCALE S APPROVED in oil landfill areas. /or specific mode/ numbers, size, quantity, manufacturers, I CITY ENGINEER and performance requirements 2. 9.0" concrete mow strip is required for all lawn areas adjacent to proposed or existing wall per 8 /f curbing and or curb/gutter /or landscape center medians City Standard L-11, Detoi/ C. ore not existing, see opproved ciwl engineering drawings N Y J. Mere lot grodes are higher than street grodes, side �t of wall water proofing is required per City Standard ~ / L-9, Detail 1. 4. Any and oll changes shall be approved by the O (V I`r) p N / U) U Li O bundled at 10 intervals and placed near the 13. See approved /ondscopelrngation plans and legends irrigation mainline at the 3 adock position. for specific model numbers, size, quantity, manufacturers ' - - and performance requirements FILENAME: L-6REV 6. All wire connections sholl be waterproof and opproved by the Recreation and Parks Directs. Splices wall not DATE REV 1/14 be al/owed unless opproved by the Recreation and STANDARD DRAM Parks Directs The approved splices will requke the DAH/BW CHECKED use o/ a splice box. F Gonzalez DETAILS FOR REMOTE VALVES SCALE N.T.S. 7. Maintain 2.0' separation between remote SHEET NO. control volms (centerline to centerline) when more than APPROVED one vase is instal/ed inthe some location. CITY OF BAKERSFIELD L_6 CALIFORNIA 8 Where possible, locate Halves in the p/onter oreas CITY ENGINEER PUBLIC WORKS nrPARTUCUT Recreation and Parks Director prig to implementation. 5 All irrigation installation shall be in accordance with City Standards, the latest edition o/ the California Plumbing Code, manu/octurer's recommendations, Section 20 of the Standard Specifications, and as directed by the Recreation and Parks Directs 6. All materials used sholl be new and free from imperfections STANDARD DETAILS FOR TOP MOUNT STAINLESS STEEL CONTROLLER ENCLOSURE FILENAME: STANDARD VARIOUS PARKWAY AND MEDIAN SECTION MISCELLANEOUS DETAILS L-9REV DATE REV 1/14 Swing Pipe Ell (SIJ or Tee (SS T) Lateral Cine :/\® DRAVIN DAH/BW C"ECKED F Gonzales SCALE S APPROVED SHEET NaT L-9 CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT CITY ENGINEER tY / vu o \\ \ Nipple (TIT) Triple Swing Joint - 1\ Lateral Line FILENAME: L-8REV DATE REV STANDARD DR. 1/14 DAH/BN QE DETAILS FOR VARIOUS ' F 2Dnzole' IRRIGATION HEADS SCALE N.T.S. Barbed E//APPROVED SHEET NO. CITY OF BAKERSFIELD O SWING PIPE CALIFORNIA L-$ CITY ENGINEER PUBLIC WORKS DEPARTMENT xnga /on natal%Guns shall be n accordance with 4. Poured concrete base - 6 -min. thickness Extend concrete 6" beyond outside dimensions of enclosure with concrete box and lid �propriate for the sur/ace conditions city standards, the latest approved edition o/ the Uniform 1/2X slope for drainage. All concrete box lids shall be labeled 'IRR/GA DON' by the Plumbing Code, manufacturers recommendations, Section manufacturer. Concrete boxes shall be Christy Box type or 20 o/ the Standard Specifications, and as directed by the 5. All krigation installation shall be in accordance with City standards, the latest edition o/ the California Plumbing Code, and manufacturer's opproved equal Recreation and Parks Director. latest recommendation, Section 20 o/ the Standards Specifications, and as directed by the Recreation and Parks Director. 4. Installation o/ extra irrigation control wife from 10. Ail new and/or upgraded irrigation systems sholl include 6. All materials shall be new and free from defects irrigation contra clock to remote control valve is a moster valve and flow sensor as approved by the Recreation requked for each valve. Extra wire shall be a different and Parks Director. 7. See roved landsco a lrr' ation Ions and legends /or q color than the one used to operate valves (One block opproved p n q p eg specific mode/ number, size, quantities, manu/acturer's /or all valve wires & one red /or all extra wires.)11. All materials used shall be new and free from detects. and performance requirements 11. Any and all changes sholl be approved by the Recreation 8. Any and o// changes tram /his standard shall be approved by the Recreation and Parks Director prior to any 5. A// irrigation contra wires (contra and common✓ sha/ and Parks Director prior to implementation. type o/ construction. be 14 gauge U.L. single strand copper wire; taped and CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT FILENAME: L-7REV bundled at 10 intervals and placed near the 13. See approved /ondscopelrngation plans and legends irrigation mainline at the 3 adock position. for specific model numbers, size, quantity, manufacturers ' - - and performance requirements FILENAME: L-6REV 6. All wire connections sholl be waterproof and opproved by the Recreation and Parks Directs. Splices wall not DATE REV 1/14 be al/owed unless opproved by the Recreation and STANDARD DRAM Parks Directs The approved splices will requke the DAH/BW CHECKED use o/ a splice box. F Gonzalez DETAILS FOR REMOTE VALVES SCALE N.T.S. 7. Maintain 2.0' separation between remote SHEET NO. control volms (centerline to centerline) when more than APPROVED one vase is instal/ed inthe some location. CITY OF BAKERSFIELD L_6 CALIFORNIA 8 Where possible, locate Halves in the p/onter oreas CITY ENGINEER PUBLIC WORKS nrPARTUCUT STANDARD DETAILS FOR TOP MOUNT STAINLESS STEEL CONTROLLER ENCLOSURE DATE REV 1/14 DRAM BW CHEMED SCALEGonzales LE "•T•5CONTROL APPROVED SHEET NO. L_7 _ _ CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT CITY ENGINEER File Name.' T4K213 Lan Job No.: T4K213 Date: 5/22/14 915 Drawn: DC Designer: OC Checked By.• QROFESS/ON 51 NCH �. GD � REGISTERED CIVIL ENGINEER C80507 * Exp.3-31-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE CITE CIVIL BAKERSFIELD, CA 93301 OF CA��F REV/S/ONS No. DA TE DESCRIPTION t1T 2 / / 3 / / 4 VALVE I.D. NUMBER VALVE SIZE A I" 12.00 GPM FLOW RATE - IRRIGATION REMOTE CONTROL VALVE /RR/GAT/ON CONTROL VALVE L IDENTIFICATION SYMBOL 21 % NOT TO SCALE --QUICK COUPLER VALVES SHALL BE RA1NBi D LVC LOCKING ViNYL C6VER} �I KEY PR EACH VALVE OR APPROVED EgUAL BY CITY ENGINEER. ASPHALT CONC, SURF FiNISIi GRUX LAWN AREA JI [ISH G, RUB A �u SCN•80 P.VC.____ 24" NIPPLE(T.T.) / EDIT) 90 G P.VK.(TT} ". SCKSO PVC. PRESSURE LINE 0 QUICK • COUPLER VALVE :L� QUICK COUPLER VALVE 22 NOT TO SCALE STANDARD DETAILS MED/AN IMPROVEMENTS TO MT. VERNON AVENUE .1 /767 SHEE T NO. 16 OF 17 0 1 2 3 0i N 0 N W, L_ N E Q Q) V) c O +s 3 Ln N Q O U V) C: O J N Y I- M Asphaltic P Sawcut Binder � Binder �Existing Asphalt Concrete Pavement Asphalt Concrete 0 0 00 0 12" (aim) 0 0 0 0 0 T)pkal each sde 0 0 0 NO TES. Class 1l Aggregate Bose C 1. All workmanship and materials shall conform 0 0 0 0 0 to the requirements set forth in the Standard Specifications State o/ Coli/ornio, Deportment I I I=1 I I=1 I I=1 I I=1 I I=1 11= of Transportation', approved current edition. 11-1 I Ed I_I=1 I 1=1 I 1=1 11EE I 1 2. Sowcuts shall be mode parallel or at right I_I1=111=1I I -111=111=1I I- angles to the centerline o/ the street.•• Back& 3. Depth o/ select material, if required, shall be PATCH IN ASPHALT CONCRETE SURFACE determined k7 the field by the engineer, 4. Patches less than 2.0' (0.6m) from existing patche. 0.4' (O. )m) Asphalt edges o/ pa ent, or gutter shall be extended Concrete Surfacing Asphaltic Point Binder to include the intermediate isolated strip of existing pavement. Existing rood mixed surfacing 5. Minimum patch width shall be 20'(0.6m) at its smallest dimension, unless otherwise allowed by O 0 O 0 the city engineer. Select Material 6. Reference standards ST -13 and ST -14 for (it required) 0 0 0 0 0 compaction requirements III=1 I=III 11=1 11=1 I I 1 7 For patch in asphalt concrete unless otherwise I.I I I-1 I-1 I I=1 I I-1 I I-1 I I allowed by the city engineer. - A. local streets minimum 0.4' (0.1m) asphalt - Bockm - - concrete over 0.5' (0.15m) Class I/ aggregate bse B. Arterial and collector streets minimum 0.7 rum) PATCH IN ROAD MIXED SURFACE asphalt concrete over 1.0' (0.3m) Gass I/ aggregate base. Asf FILENAME: ST-12REV STANDARD DATE AWN DATE 6/2/99 Class A' Portlond STANDARD CHECKED M. SHAV PAVEMENT PATCHESSCALE Cement Concrete. Color JCU N.T.& MEDIAN CURBS and finish to match CITY OF BAKERSFIELD Sowcul CALIFORNIA adjacent pavement. PUBLIC WORKS DEPARTMENT N.T.S. APPROVED L Existing a CITY OF BAKERSFIELD ST -2 s Portland Cement , a" PUBLIC WORKS DEPARTMENT e Concrete TEN (10) OHMS OR LESS 4, e JO• ° © GROUND ROD CLAMP OR WELDS MOUNTING REQUIREMENTS O7 COPPER GROUNDING PLATE 10, (75r»m) 0 0 0 0 0 VANDAL PROOF NUT ASSEMBL Y OR APPROVED EQUAL. SIGNS MOUNTED ® 0 0 0 0 0 Select Material (if required) Asphaltic P Sawcut Binder � Binder �Existing Asphalt Concrete Pavement Asphalt Concrete 0 0 00 0 12" (aim) 0 0 0 0 0 T)pkal each sde 0 0 0 NO TES. Class 1l Aggregate Bose C 1. All workmanship and materials shall conform 0 0 0 0 0 to the requirements set forth in the Standard Specifications State o/ Coli/ornio, Deportment I I I=1 I I=1 I I=1 I I=1 I I=1 11= of Transportation', approved current edition. 11-1 I Ed I_I=1 I 1=1 I 1=1 11EE I 1 2. Sowcuts shall be mode parallel or at right I_I1=111=1I I -111=111=1I I- angles to the centerline o/ the street.•• Back& 3. Depth o/ select material, if required, shall be PATCH IN ASPHALT CONCRETE SURFACE determined k7 the field by the engineer, 4. Patches less than 2.0' (0.6m) from existing patche. 0.4' (O. )m) Asphalt edges o/ pa ent, or gutter shall be extended Concrete Surfacing Asphaltic Point Binder to include the intermediate isolated strip of existing pavement. Existing rood mixed surfacing 5. Minimum patch width shall be 20'(0.6m) at its smallest dimension, unless otherwise allowed by O 0 O 0 the city engineer. Select Material 6. Reference standards ST -13 and ST -14 for (it required) 0 0 0 0 0 compaction requirements III=1 I=III 11=1 11=1 I I 1 7 For patch in asphalt concrete unless otherwise I.I I I-1 I-1 I I=1 I I-1 I I-1 I I allowed by the city engineer. - A. local streets minimum 0.4' (0.1m) asphalt - Bockm - - concrete over 0.5' (0.15m) Class I/ aggregate bse B. Arterial and collector streets minimum 0.7 rum) PATCH IN ROAD MIXED SURFACE asphalt concrete over 1.0' (0.3m) Gass I/ aggregate base. Asf FILENAME: ST-12REV STANDARD DATE AWN DATE 6/2/99 icu STANDARD CHECKED M. SHAV PAVEMENT PATCHESSCALE (Optional) � JCU N.T.& MEDIAN CURBS SHEET NO. CITY OF BAKERSFIELD ST -12 CALIFORNIA OR BOL T CAST INTO PUBLIC WORKS DEPARTMENT N.T.S. APPROVED L O EXTERIOR WALL (SEE NOTE) © MODEL MINI-CLIK WITH SENSOR GUARD © RUN LEAD WIRES TO CONTROLLER NOTE: MOUNT ON ANY SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN PATH OF SPRINKLER SPRAY. MATCH EXISTING CURB FILENAME: ST-2REV ALTERNATE LOCA AON TO BE USED WHEN THE SIDEWALK EXTENDS FROM THE CURB TO THE PROPERTY LINE, PAR77CULARL Y IN COMMERCIAL AREAS A MINIMUM OF 4'(1.2m) CLEARANCE IS REQUIRED FROM BACK OF SIDEWALK TO EDGE OF SIGN POST. 1'0" IAMETER PIPE O RAIN BIRD PEB SERIES MASTER VALVE O2 36 -INCH LENGTH OF COILED WIRE TO SATELLITE CONTROLLER MASTER VALVE CIRCUIT O3 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL O4 BRICK (1 OF 4) O5 VALVE BOX WITH COVER - 12 -INCH SIZE © FINISH GRADE O7 RAIN BIRD FS075P FLOW SENSOR ® 36 -INCH LENGTH OF COILED PE -CABLE TO FLOW SMART MODULE (FSM-LXME) OF ESP-LXMEF CONTROLLER 9O SEE FLOW SENSOR WIRING DETAIL FOR WIRING DIAGRAM - INSTALL MANUFACTURER'S RECOMMENDED COMPONENTS INCLUDING SURGE KIT, 10 CONCENTRIC REDUCER WHEN PLACED /N EXIS77MG SIDEWALK, Omm) DATE 6/2/99 STANDARD DRAWN X1111111 (Optional) � JCU 0.5' x 0.375' Diamond Mot, MEDIAN CURBS CHECKED > , . TYPE "M" SCALE M. SHAY OR BOL T CAST INTO "M-1" & "M-2" N.T.S. APPROVED L SHEET NO. 0.5" (12mm) CITY OF BAKERSFIELD ST -2 BACK OF SIDEWALK CALIFORNIA STOP SIGNS & ALL OTHER ROADSIDE SIGNS -- HIGH INTENSITY GRADE CITY ENGINEER PUBLIC WORKS DEPARTMENT TEN (10) OHMS OR LESS ALTERNATE LOCA AON TO BE USED WHEN THE SIDEWALK EXTENDS FROM THE CURB TO THE PROPERTY LINE, PAR77CULARL Y IN COMMERCIAL AREAS A MINIMUM OF 4'(1.2m) CLEARANCE IS REQUIRED FROM BACK OF SIDEWALK TO EDGE OF SIGN POST. 1'0" IAMETER PIPE O RAIN BIRD PEB SERIES MASTER VALVE O2 36 -INCH LENGTH OF COILED WIRE TO SATELLITE CONTROLLER MASTER VALVE CIRCUIT O3 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL O4 BRICK (1 OF 4) O5 VALVE BOX WITH COVER - 12 -INCH SIZE © FINISH GRADE O7 RAIN BIRD FS075P FLOW SENSOR ® 36 -INCH LENGTH OF COILED PE -CABLE TO FLOW SMART MODULE (FSM-LXME) OF ESP-LXMEF CONTROLLER 9O SEE FLOW SENSOR WIRING DETAIL FOR WIRING DIAGRAM - INSTALL MANUFACTURER'S RECOMMENDED COMPONENTS INCLUDING SURGE KIT, 10 CONCENTRIC REDUCER WHEN PLACED /N EXIS77MG SIDEWALK, Omm) SIDEWALK SHALL BE CORE DRILLED. Edge Pick Hole X1111111 (Optional) � SIZE OF Sl6N PANELS SHALL BE ASSUMED AS STANDARD DENOTED /N THE 0.5' x 0.375' Diamond Mot, •. (12mm x 9mm) > , . 0.125' (3mm) DlHoale TYPE B.SS OR BOL T CAST INTO 2" (51cm) GAL VAN/ZED STEEL P/PE A AS PER AMERICAN FENCE L S B' P.C.C. 0.5" (12mm) �►- 8 (200mm) MIN BACK OF SIDEWALK 0.75" (20mm) Let ters -i STOP SIGNS & ALL OTHER ROADSIDE SIGNS -- HIGH INTENSITY GRADE CO. O n ROD OR BOL T 6" (15 X1111111 SIZE OF Sl6N PANELS SHALL BE ASSUMED AS STANDARD DENOTED /N THE iO •. fix %q ,0(15Omm x 6mm) ROD > , . SOLID BARE COPPER WIRE (#10 AWG) FROM GROUNDING ROD TO CONTROLLER. OR BOL T CAST INTO MAKE WIRE AS SHORT AND STRAIGHT AS POSSIBLE affl�(4�5nftm) CONCRETE O3 COVER GROUNDING ROD WITH 10 -INCH ROUND VALVE BOX AS SHOWN S B' P.C.C. -,.. I �►- 8 (200mm) MIN THRU BOLT DETAIL tiockF✓l PATCH IN CONCRETE SURFACE gin ONU DATE MASTER VALVE DRAWN OC (NORMALLY CLOSED) CHECKED TEE FLOW SENSOR SCAB N.T.S. APPROVED SHEET NO. CITY OF BAKERSFIELD L-23 CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT 1.0'(25mm) ROD OR BOL T THRU DRILLED h X1111111 SIZE OF Sl6N PANELS SHALL BE ASSUMED AS STANDARD DENOTED /N THE iO RAIN BIRD CONTROLLER CAL TRANS 1RAFF/C MANUALS UNLESS OTHER S/ZE IS SPEGF/ED ELSEWHERE. OZ SOLID BARE COPPER WIRE (#10 AWG) FROM GROUNDING ROD TO CONTROLLER. Existing Curb MAKE WIRE AS SHORT AND STRAIGHT AS POSSIBLE O3 COVER GROUNDING ROD WITH 10 -INCH ROUND VALVE BOX AS SHOWN SIGN PANEL REFLEC77WTY GRADES ® 5/8 -INCH X 10 FT COPPER CLAD GROUNDING ROD OR GROUNDING PLATE. Existing Rooc moo'° INSTALL RODS IN SOIL IN A TRIANGULAR PATTERN SPACED A MINIMUM OF 16 STOP SIGNS & ALL OTHER ROADSIDE SIGNS -- HIGH INTENSITY GRADE FT APART FROM EACH OTHER. GROUNDING GRID TO HAVE A RESISTANCE OF TEN (10) OHMS OR LESS O5 BARE COPPER WIRE (#6 AWG MIN.) BETWEEN GROUNDING ROD AND GROUNDING PLATE © GROUND ROD CLAMP OR WELDS MOUNTING REQUIREMENTS O7 COPPER GROUNDING PLATE S/GN PANELS SHALL BE MOUNTED WITH HA WINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBL Y OR APPROVED EQUAL. SIGNS MOUNTED ® GROUND ENHANCEMENT MATERIAL (IF REQUIRED) ON SIGNAL OR 07HER POLES SHALL BE ATTACHED WITH STAINLESS STEEL O9 FINISH GRADE STRAPS AND HAW INS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR APPROVED EQUAL. DRILLED HOLES SHALL NOT EXCEED DIAMETER OF BOLT THRU BOLT DETAIL tiockF✓l PATCH IN CONCRETE SURFACE gin ONU DATE MASTER VALVE DRAWN OC (NORMALLY CLOSED) CHECKED TEE FLOW SENSOR SCAB N.T.S. APPROVED SHEET NO. CITY OF BAKERSFIELD L-23 CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT 1.0'(25mm) 1 X1111111 X1.1.1.1, goo x1'1'1'1.111 11111HH H111111♦ ♦11111tH N 111111 ♦1111117/1, Area of Exco 111111111111tH 11.1.1.1.1.♦Monument •10 QRpFESSIfGIN 51 N&I �` F l REGISTERED CIVIL ENGINEER C 80507 * Exp.3-31-15 CITY OF BAKERSFIELD `req C l V � \- 1509 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CA��F�� REVISIONS No. DA TE DESCRIP TION 2 / / PIN 3 / / X47 Existing clayey sand material,- thickness varA Samples taken by Soils Engineeringg Inc. range from approximately 4 to 7' thick. Existing Curb; depth of curb unknown. Top o1 Roodwo) r asphalt paving ° approximately 12 thick. I ,< • Upper Lo}�r o1 Existing Asphalt,: thickness varies, samples taken by Soils Engqineerin Inc. range from opproximotely 1' to 3q thick X' \-Lower Layer of Existing Asphalt; thickness vories,J samples token by Soils Engineerin Inc. range from opproximote/y 6 to 10' thick NON VARIES TYPICAL MEDIAN ISLAND SECTION (ALL DIMENSIONS VARY) SCALE N.T.S. SHEET NO. EXISTING MEDIAN ISLAND LM -1 EXISTING CONDITIONS Remove clo)ey sand materia/ as necessary_ to place stomped concrete of grade per detail L-12. Remove all of Upper Loyer of Existing Asphalt all clayey sand moteriol 1 VR&nove Irom this area.. 7 / ��/.��/.\�/> _ =•. 0.125 (3mm) High - L PLAN Concrete Pod Begin Removing Lower Layer o/ 12.125" (0.3m) SECTION THRU MONUMENT Asphalt 18' inside o/ Back o/ Curb. 0.06" (2mm) 10.75" (0.27m) 0.625 (16mm) 18" 18' 0.375" (lOrnmJ 9.875' (0.25m) 0.75' (19mm) NOTES: 1. All work shall conform to the applicable sections of the specifications entitled "Standard Specifications, State of �E N.T S. .615' 40mm � California, Deportment o1 Transportation', approved current SHEET No. 0.25"(6mm) 9.5"(0.24m) edition, and the following general notes• EXISTING MEDIAN ISLAND LM -2 0 2. Castings shall conform to the provisions of the specifications REMOVE ASPHALT CONCRETE & EARTHWORK SECTION for grey -iron costings Serio/ designation ASTM, A48, class no. 306 0.375' (lOmmJ 10. l25" (0.26m) 3. All fromes and covers sholl be tough, grey cost iron, free from warps cracks swells and cold sheet, and shall have a 10.875" (0.26m) workmanlike Finish. 2' Lo)>?r o/ Wolk-On Bork Mulch SECTION A -A 4. The seals o/ frames and bearing /aces o/ the covers shall be Stomped Concrete Stomp Disk with R.C.E. machined for o smooth, non -rocking fit between the two castings. Per detail L-12 or L.S Number. Existing Curb 5. Costing shall be thoroughly cleaned and dipped Twice in a 9 Concave depression for preparation of asphalt or cool to Hind oil applied at 3000 F purposes. Existing Roodwo I:; Surveyingur oses. to form a firm and tenacious sed •' + ` } ' 6. Concrete shall canton no additives unless prior writ en a rovo/ p d PP �'j j''� is obtained from the City Engineer. t.1 i.! 7. Concrete shall be cured with a white pigmented curing compound complpng with section 90-7.018 of the Standard Specifications. 8 The sur/oce shall be Finished to grade, troweled smooth, and Imported Select Material per given a light broom Amish. Special Provisions 7-1.14 & Soil 2.0" (50mm) 9. All concrete used shall be Class A" 18' Preparation & Planting per pages 18sm - C-13 & C-14 0/ Specio/ Provisions. 0.125 (3mm) 10. The name of the manufacturing company shall be on the SCALE N.T.S. underside of the cover. SHEET N0. MORE THAN 1/16 (t.5mm). TOP OF POST /S TO Bf BELOW TOP OF MA PANEL Disk and Stem to be it. P• a costo sho/l be 10' 0.25m l.D. SleeY, A.B.S, or os EXISTING MEDIAN ISLAND Disk shall be Leitz � g ( ) LM -3 BY NO MORE THAN t.5" (3.8 an). No. 8134-13 or cast together o/ Bronze directed by the City Engineer. PLACEMENT OF STAMPED CONCRETE & IMPORTED SELECT MATERIAL T-oz.DwG approved equal N FILENAME: ST-21REV DATE DATE W DATE 6/2/99 DATE D7/97 0.438' x 2.0' Shank J DRAWN DC STANDARD DR AxN GEC (llmm x50mm) STANDARD DRAWNicu °R°""DC CONTROLLER CHECKED gHEaEDB�D M. SHAW CHECKED CHECKED MINI CLICK W/ GUARD GROUNDING GRID MISCELLANEOUS SIGN DETAIL SURVEY SCALE SCALE SCALE N.T.S. N.T.S. _ SCALE NTS MONUMENT N.T.S. APPROVED SHEET N0. APPROVED SHEET NO. APPROVED 9EE7 N0. �0..43B'� APPROVED SHEET N0. CITY ERSFIELD L_25 CITY OF BAKERSFIELD L-24 CITY OF BAKERSFIELD (llmm) CITY OF BAKERSFIELD ST -21 CALIFORNIA CALIFORNIA CALIFORNIA T-2 DOME HEAD DISK DETAIL CALIFORNIA MMM CITY ENGINEER PUBLIC WORKS DEPARTMENT C7Y ENgNEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT STANDARD .DETAILS 1 File Nome.' T4K213_Landscape 915 Drown: DC MEDIAN IMPROVEMENTS TO SHEET NO. CITY OF BAKERSFIELD. CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K213 Designer: DC Date: 5/22/14 Checked By. �SG MT. VERNON AVENUE 17 OF 17 0 1 2 3 Area of Exco ' .. •10 Existing Curb Existing Rooc moo'° Building paper or Plastic in pints • Upper Lo}�r o1 Existing Asphalt,: thickness varies, samples taken by Soils Engqineerin Inc. range from opproximotely 1' to 3q thick X' \-Lower Layer of Existing Asphalt; thickness vories,J samples token by Soils Engineerin Inc. range from opproximote/y 6 to 10' thick NON VARIES TYPICAL MEDIAN ISLAND SECTION (ALL DIMENSIONS VARY) SCALE N.T.S. SHEET NO. EXISTING MEDIAN ISLAND LM -1 EXISTING CONDITIONS Remove clo)ey sand materia/ as necessary_ to place stomped concrete of grade per detail L-12. Remove all of Upper Loyer of Existing Asphalt all clayey sand moteriol 1 VR&nove Irom this area.. 7 / ��/.��/.\�/> _ =•. 0.125 (3mm) High - L PLAN Concrete Pod Begin Removing Lower Layer o/ 12.125" (0.3m) SECTION THRU MONUMENT Asphalt 18' inside o/ Back o/ Curb. 0.06" (2mm) 10.75" (0.27m) 0.625 (16mm) 18" 18' 0.375" (lOrnmJ 9.875' (0.25m) 0.75' (19mm) NOTES: 1. All work shall conform to the applicable sections of the specifications entitled "Standard Specifications, State of �E N.T S. .615' 40mm � California, Deportment o1 Transportation', approved current SHEET No. 0.25"(6mm) 9.5"(0.24m) edition, and the following general notes• EXISTING MEDIAN ISLAND LM -2 0 2. Castings shall conform to the provisions of the specifications REMOVE ASPHALT CONCRETE & EARTHWORK SECTION for grey -iron costings Serio/ designation ASTM, A48, class no. 306 0.375' (lOmmJ 10. l25" (0.26m) 3. All fromes and covers sholl be tough, grey cost iron, free from warps cracks swells and cold sheet, and shall have a 10.875" (0.26m) workmanlike Finish. 2' Lo)>?r o/ Wolk-On Bork Mulch SECTION A -A 4. The seals o/ frames and bearing /aces o/ the covers shall be Stomped Concrete Stomp Disk with R.C.E. machined for o smooth, non -rocking fit between the two castings. Per detail L-12 or L.S Number. Existing Curb 5. Costing shall be thoroughly cleaned and dipped Twice in a 9 Concave depression for preparation of asphalt or cool to Hind oil applied at 3000 F purposes. Existing Roodwo I:; Surveyingur oses. to form a firm and tenacious sed •' + ` } ' 6. Concrete shall canton no additives unless prior writ en a rovo/ p d PP �'j j''� is obtained from the City Engineer. t.1 i.! 7. Concrete shall be cured with a white pigmented curing compound complpng with section 90-7.018 of the Standard Specifications. 8 The sur/oce shall be Finished to grade, troweled smooth, and Imported Select Material per given a light broom Amish. Special Provisions 7-1.14 & Soil 2.0" (50mm) 9. All concrete used shall be Class A" 18' Preparation & Planting per pages 18sm - C-13 & C-14 0/ Specio/ Provisions. 0.125 (3mm) 10. The name of the manufacturing company shall be on the SCALE N.T.S. underside of the cover. SHEET N0. MORE THAN 1/16 (t.5mm). TOP OF POST /S TO Bf BELOW TOP OF MA PANEL Disk and Stem to be it. P• a costo sho/l be 10' 0.25m l.D. SleeY, A.B.S, or os EXISTING MEDIAN ISLAND Disk shall be Leitz � g ( ) LM -3 BY NO MORE THAN t.5" (3.8 an). No. 8134-13 or cast together o/ Bronze directed by the City Engineer. PLACEMENT OF STAMPED CONCRETE & IMPORTED SELECT MATERIAL T-oz.DwG approved equal N FILENAME: ST-21REV DATE DATE W DATE 6/2/99 DATE D7/97 0.438' x 2.0' Shank J DRAWN DC STANDARD DR AxN GEC (llmm x50mm) STANDARD DRAWNicu °R°""DC CONTROLLER CHECKED gHEaEDB�D M. SHAW CHECKED CHECKED MINI CLICK W/ GUARD GROUNDING GRID MISCELLANEOUS SIGN DETAIL SURVEY SCALE SCALE SCALE N.T.S. N.T.S. _ SCALE NTS MONUMENT N.T.S. APPROVED SHEET N0. APPROVED SHEET NO. APPROVED 9EE7 N0. �0..43B'� APPROVED SHEET N0. CITY ERSFIELD L_25 CITY OF BAKERSFIELD L-24 CITY OF BAKERSFIELD (llmm) CITY OF BAKERSFIELD ST -21 CALIFORNIA CALIFORNIA CALIFORNIA T-2 DOME HEAD DISK DETAIL CALIFORNIA MMM CITY ENGINEER PUBLIC WORKS DEPARTMENT C7Y ENgNEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT STANDARD .DETAILS 1 File Nome.' T4K213_Landscape 915 Drown: DC MEDIAN IMPROVEMENTS TO SHEET NO. CITY OF BAKERSFIELD. CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K213 Designer: DC Date: 5/22/14 Checked By. �SG MT. VERNON AVENUE 17 OF 17 0 1 2 3