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HomeMy WebLinkAbout6.5-256LIST OF DRAWINGS (FILE. • BASE_ T9K117. dwg) SHEET C1 TITLE SHEET SHEET C2 PROJECT AERIAL LOCATION MAP SHEET C3 -C9 DEMOLITION PLANS SHEET C10 -C29 CURB, GUTTER, & SIDEWALK PLANS SHEET C30 -C37 MEDIAN ISLAND PLANS SHEET C38 -C40 INTERSECTION PLANS SHEET C41 -C48 CONSTRUCTION DETAILS SHEET H1 -H13 HARDSCAPE PLANS APE IMPROVEMENTS SHEET /R1 IRRIGATION LEGEND & SCHEDULES STREETSC BA ; ERSFIELD m IT" a"NA!rl"i -.04MAT-TiLy-rot 111 si SHEET /R2-IR9 IRRIGA TION PLAN FOR PARKWAY, � CORNER PLANTERS & MEDIANS SHEET IR10 LANDSCAPE & IRRIGATION DETAILS SHEET IR11 BEALE LIBRARY IRRIGATION PLAN SHEET W1 WAY FINDING INFORMA TION LOCATION MAP SHEET LA 1 LANDSCAPE TREE LEGEND SHEET LA2-LA9 TREE PLANTING PLANS SHEET LA 10 SHRUB/GROUND COVER LEGEND SHEET LA l l -LA 14 CORNER PLANTER LANDSCAPING PLANS SHEET LA 15-LA22 MEDIAN SHRUB/GROUND COVER PLANTING PLANS SHEET LA23 TREE PLANTING PLAN AT BEALE LIBRARY SHEET E1 -E14 ELECTRICAL DISTRIBUTION SYSTEM PLANS SHEET S01-SD6 STORM DRAIN IMPROVEMENTS SHEET SS1-SS6 SEWER IMPROVEMENTS SHEET T1- T11 TRAFFIC SIGNAL & STRIPING IMPROVEMENT PLANS SHEET MON1 ENTRY MONUMENT DETAILS 'Q' STRE TRUXTUN-AVENUE TO 24TH STREET BENCHMARK TOP OF CONCRETE MONUMENT IN LAMP HOLE INTERSECTION OF 24TH ST. AND "Q" STREET ELEV = 403.21, CITY DATUM BASIS OF BEARING MONUMENT TO MONUMENT TRUXTUN AVENUE TO 24TH STREET N 0' 49' 58" E CITY STANDARDS SW -2, SW -3, SW -5, SW -6, ST -1, ST -2, ST -3, ST -4, ST -8, ST -9, ST -13, ST -21, ST -23, ST -24, T-19, 0-14, D-17 STATE STANDARDS A20A, A20B, A20C, A20D, A24A, A24C, A240, A24E, A87A, RSP A88A CONVENTIONAL S YMB OLS — — — — — — — EASEMENT — — = = = = — = EXIST. CURB & GUTTER -- -- RIGHT—OF—WAY-------------------------- EXIST. A.C. FLOWLINE — — CENTERLINE -- -------'�'-------EXIST. EDGE OF PAVEMENT RAILROAD TRACKS nGUARD RAIL X CHAIN LINK FENCE IMPROVEMENTS UTILITY SYMBOLS W EXIST WA TER LINE S EXIST SEWER LINE G EXIST GAS LINE SD EXIST STORM DRAIN ❑ H EXIST AERIAL E EXIST UNDERGROUND LINES POWER LINE TV EXIST UNDERGROUND T EXIST UNDERGROUND TV CABLES PHONE LINE ❑ EXIST OIL LINE F❑ EXIST FIBER OPTIC LINE M.H. F.H MANHOLE �FIRE HYDRANT P.P. a W.M.WA TER METER -�- POWER POLE W.V. ® EXISTING MONUMENT Da WATER VALVE G.M. 0 FUTURE MONUMENT ® GAS METER S.L. G.V. STREET LIGHT Da GAS VALVE STREET LIGHT W/MAST ARM `BENCHMARK C.O. CLEAN OUT AUTO SCOPE © ' PRE -EMP TION DEVICE �� "'���� ���� �� ■sir■■ , � EARTHWORK, ROADWA Y EXCA VA TION 8680 C IMPORT SELECT MATERIAL 770 1279 CY LF TRAFFIC STRIPES, PAINT, DETAIL 9 1895 LF TRAFFIC STRIPES, PAINT, DETAIL 21 TRAFFIC STRIPES, PAINT DETAIL 31 113 LF ■ ■ .■��� Vii., STRIPES, PAINT, DETAIL 38 1500 LF TRAFFIC STRIPES, PAINT, DETAIL 39 I� ■ 1 ■.� - ■ LF [iii � STRIPES, PAINT, 4" SOLID 4191 LF TRAFFIC STRIPES, PAINT, CROSSWALK 2650 LF ■ � ■ , � � � 140 LF PAVEMENT MARKINGS 1453 SF uiiuiruf - � /�■" X11 STATE OF CALIFORNIA NO 7E. - THE CONTRACTOR "MUST POSSESS THE FOLLOWING VALID LICENSES: CLASS' .4 NOTE: THE CONTRACTOR SHALL CONTACT THE USA LOCA TOR cco v►r+c _ Rnn_ �Q �_ �,r1Q4 4R PnUR S PRIOR TO LOCATION MAP RAUL M, R❑JAS, R.C.E. 39800, EXPIRES 12-31-11 DATE PUBLIC WORKS DIRECTOR 2 NOT TO SCALE - APPROVAL RECOMMENDED BY. l� TE ASSISTANT PUBLIC WORKS DIRECT❑R A QROFESS/0N 4 Cr co CIVIL ENGI EER IV - DE IGN ENGINEERING DATE C 46803 Lu * Exp.6-30-11 r rL � CIVIC- 3� �l DATE U OF CA��F TRAFFIC ENGINEERING PAR CONST CTI❑N & FACILITY PLANNER DATE ECON❑MIC AND COITY DEVELOPMENT DATE - 'O' STREET NOC1 STREETSCAPE IMPROVEMENTS OF Jolo No,1 T9K117 File Path: Ki\LDD-ENGINEERING\T9K117-Q ST STRSCAPE PH I DESIGN TRUX TUN AVE TO 24TH STREET 134 File Name; BASE_T9K117,dwg SHEETS 2 7/11 2100% SUBMITTAL SET DATED / o 1 _ 2 3 FINAL PAY QUANTITIES EARTHWORK, ROADWA Y EXCA VA TION 8680 C IMPORT SELECT MATERIAL 770 1279 CY LF TRAFFIC STRIPES, PAINT, DETAIL 9 1895 LF TRAFFIC STRIPES, PAINT, DETAIL 21 TRAFFIC STRIPES, PAINT DETAIL 31 113 LF TRAFFIC STRIPES, PAINT, DETAIL 38 1500 LF TRAFFIC STRIPES, PAINT, DETAIL 39 4805 LF TRAFFIC STRIPES, PAINT, 4" SOLID 4191 LF TRAFFIC STRIPES, PAINT, CROSSWALK 2650 LF TRAFFIC STRIPES, THERMOPLASTIC, CROSSWALK 140 LF PAVEMENT MARKINGS 1453 SF ASSISTANT PUBLIC WORKS DIRECT❑R A QROFESS/0N 4 Cr co CIVIL ENGI EER IV - DE IGN ENGINEERING DATE C 46803 Lu * Exp.6-30-11 r rL � CIVIC- 3� �l DATE U OF CA��F TRAFFIC ENGINEERING PAR CONST CTI❑N & FACILITY PLANNER DATE ECON❑MIC AND COITY DEVELOPMENT DATE - 'O' STREET NOC1 STREETSCAPE IMPROVEMENTS OF Jolo No,1 T9K117 File Path: Ki\LDD-ENGINEERING\T9K117-Q ST STRSCAPE PH I DESIGN TRUX TUN AVE TO 24TH STREET 134 File Name; BASE_T9K117,dwg SHEETS 2 7/11 2100% SUBMITTAL SET DATED / o 1 _ 2 3 1W I m SCALE l' • 100' QgOFESS/pN 3 SEAN 61'- F� • � i ENGINEERC 46803 REGISTERED CLZI I m SCALE l' • 100' PROJECT AERIAL LOCATION MAP I �. s - File Name: T9KI17 Drawn: DB S CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9Kl9K117 Engineer: BM TREETSCAPEE IMPROVEMENTS - 'O' STREET SHEET NO. Date: 2/7/11 Checked By TRUXTUN AVE TO 24TH STREET C2 OF 48 I 0 1 2 3 QgOFESS/pN SEAN 61'- F� ENGINEERC 46803 REGISTERED CLZI * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIvI\- o'� OF BAKERSFIELD, CA 93301 CA1-\F REVISIONS No. DA TE DESCRIP TION .2 .3 PROJECT AERIAL LOCATION MAP I �. s - File Name: T9KI17 Drawn: DB S CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9Kl9K117 Engineer: BM TREETSCAPEE IMPROVEMENTS - 'O' STREET SHEET NO. Date: 2/7/11 Checked By TRUXTUN AVE TO 24TH STREET C2 OF 48 I 0 1 2 3 F— 1 � U F— IW Z(/) 1 J W = W U � F— Q � 1 d t, SCALE. 1`20' �L WATER STN. PARKING LOT I rA 1/r rV/!`T/A//'% /' / I A/A I/ /A IL/ uluj n � I ii I I II --Jt 0! wv- i i fl I � 7 E It 1 9 r---------� rj CJt X11 i� 1/1 W. _ ry t � � I VACANT I BUILDING I I 4 I I I -B a J 2 1 I •�, __ --- Q ------- STREET 7 I 2 ' �i't� +l I LO W I ' L_i �'� I 4H. t m I � I I RESIDENCE 5 I > L - 4------ t t t t t - - _ - _, -- ------- 4-4 ------------ - =+ — SD T T — — ----------------------------------- ______. I I r-` t- -------------------------------------- _----------------------- -----f --C --- ��°'�i�\ ��_--- _1'.,1,��-- % � _______-- _-------- ___= tl t 1 4 12 I I _ -' 4 t 1 ii F i I I ° 2 I iu t l HOTEL I �211i11 1 I I C.B. CITY OF BAKERSFIELD, CALIFORNIA DEMOLITION PLAN PUBLIC WORKS DEPARTMENT File Name: T9K117 Job No.: T9K117 Date: 2/7/11 PARKING LOT Drawn: DP Engineer: BM Checked By 15+00 ri i -----1 � �� + LO S 1 F -U SD(n H IW W � W = W U � 3 1 DIRT LOT QROF ESS / O/V SEAN R GI S TE ED Cl Vl ENGINEER Lu C 46803 * Exp.6-30-11 CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE 9T CIVIL BAKERSFIELD CA 93301 F OF CA��F� REVISIONS No. DA TE DESCRIPTION DEMOLITION NOTES 1 REMOVE EXISTING A. C. PA VEMENT 2 REMOVE EXISTING CURBS & GUTTERS OREMOVE EXISTING CROSS GUTTER. OREMOVE EXISTING SIDEWALK. 5 REMOVE EXISTING DRI VEWA Y. 6 REMOVE EXISTING MEDIAN. OREMOVE EXISTING TRAFFIC SIGNAL & STREETLIGHT AFTER NEW TRAFFIC SIGNALS & STREETLIGHTS ARE INSTALLED. ONOT USED 09 REMOVE ABANDONED/INACTIVE PULLBOXES. 10 REMOVE EXISTING TREE. 11 REMOVE EXISTING PLANTER. 12 REMOVE EXISTING WALKWAY. 13 REMOVE EXISTING CMU WALL. 14 REMOVE EXISTING ROOF DRAIN PIPE UNDER SIDEWALK. 15 NOT USED 16 NOT USED 17 REMO VE/REL OCA TE EX/S77NG CRA INLINK FENCE. 18 PROTECT IN PLACE EXISTING RAMP/STAIRS. 19 TRIM TREE & ROOTS AS REQUIRED. SEE SPECIAL PROVISIONS. OREMOVE SHRUBS & ROCKS. GENERAL NOTES: 1. ALL UNUSED, SALVAGED ELECTRICAL MA 7ERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE BAKERSFIELD AIRPORT, 2000 S UNION AVE. CONTACT THE C/TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) J26—J152- 2. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCA TING UTIL I TIES IN THE FIELD IS THE CONTRACTOR'S. 3. THE CONTRACTOR SHALL SEPARA7F ALL ASPHALT GRINDINGS FROM AGGREGA TE BASE & NA TI VE MA TER/ALS FROM THE ROADWA Y EXCA VA TION. THE ASPHALT GRINDINGS SHALL BE MILLED TO 3" IN SIZE OR LESS. ALL ASPHALT GRINDINGS NOT USED FOR RECLAIMED ASPHALT PAVEMENT SHALL BECOME THE PROPERTY OF THE CITY OF BAKERSFIELD. CONTRACTOR SHALL DELIVER THE GRINDINGS TO THE WATTS DRIVE STOCKPILE YARD. CONTACT MIKE CONNOR AT (661) 326-3111 PRIOR TO DELI VERY. ALL OTHER ROA DWA Y EXCA VA 77ON SHALL BECOME THE PROPERTY OF THE CON7RACTOR 4. SEE CIVIL PLANS FOR BEGINNING AND ENDING OF CURB, GUTTER AND SIDEWALK REPLACEMENT AND BEGINNING AND ENDING OF FULL DEPTH PAVEMENT RECONSTRUCTION. DEMOLITION PLAN STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 24TH STREET C-? SHEET N0. C4 OF 48 ■ SCALE 1"=20' I W l 1 OC I DAY CEN 2 III � I I I ER - - F-7 i 1 7 i 4 ' � cl 14 2 14 (- --- -- - ®, LO 1 1 + 9 In 4 �- FQ Q 2_==__ ==_==�- r-----------=-----��_2_2_7 � � _Z d" S i (� 1 L-I-r='� J S U W - W Q = :� 1 W W.V. Ljj (NA n - - WVIN l------------------._.__ --------------------_— E i DIRT LOT 17+00 I IIS � W W � pC 2 1 1 W II I I I Q II 1 PARKING LOT 1 MEDICAL 1 1 RETAIL STORE `Ir - - -# 9 1 CLINIC OFFICES LL l I I W. i 9 5 2 I 11 4 2 ( 5 4 14 2 4 ' _ !1, _ �Tl IN I FO �`_-__ --� -__- FD i F ri -- �`�=���_����__________�____���=__------------- ------------ ------------Y- 1 -_ _ _ __-_-------_.----------------------------------_______-----____=� ^ ,� 1 0 L J 2 In I Q STREET 3 7 iia + M.. 0 - IS S S S M.N. S Sal SD rp t. 1 Ia- U I 18+00 M.H19+00 20+00 ; I U ~ Ld 7 LLI W= z (n w G ------------------------------------------------ --------------- - ---------------- E _ _. ---__________— 2222 iii --- -_ - 2222___-_- _I_------ - __ - - _ DIRT LOT DEMOLITION PLAN Lli Lu1 71 it � _ (n 0 G- F-- M.M. , Q _ - - - �® -�_ �� ������------------ 2222___-- f _ - -2222 -�- - � 2222 - -- --_�. t i ------- -- -------------- - - - - - -- -__ _® — ----_-_-w--.- — — -- i � �� 4 2 4 � � •i �--.- 1 Q i 9 7 mp"I: DIRT LOT OpFESS/ON9 F� DEAN V0, &s 4 �•� / w Q c rn REGISTERS Cl IL ENGINEER C 46803 yF Exp. 6-30-11 yk CITY OF BAKERSFIELD q CIVIC- BAKERSFIELD,NCAVENUE 93301 TF OF CA\ -\F REVISIONS No. DA TE DESCRIP TION 1 � � 2 � � 3 � � DEMOLITION NOTES 1 REMOVE EXISTING A. C. PA VEMENT: 2 REMOVE EXISTING CURBS & GUTTERS. 03 REMOVE EXISTING CROSS GUTTER. OREMOVE EXISTING SIDEWALK. 5 REMOVE EXISTING DRI VEWA Y. 6 REMOVE EXIS77NG MEDIAN. OREMOVE EXISTING TRAFFIC SIGNAL & STREETLIGHT AFTER NEW TRAFFIC SIGNALS & STREETLIGHTS ARE INSTALLED. ONO T USED 09 REMOVE ABANDONEDIINAC77VE PULLBOXES. 14 REMOVE EXISTING TREE. 11 REMOVE EXISTING PLANTER. 12 REMOVE EXISTING WALKWAY. 13 REMOVE EXIS77NG CMU WALL. 14 REMOVE EXISTING ROOF DRAIN PIPE UNDER SIDEWALK. 15 NOT USED 16 NOT USED 17 REMOVE/RELOCATE EXISTING CHAINLINK FENCE. 18 PROTECT IN PLACE EXIS77NG RAMP/STAIRS. 19 TRIM TREE & ROOTS AS REQUIRED. SEE SPECIAL PROVISIONS 24 REMOVE SHRUBS & ROCKS GENERAL NOTES 1. ALL UNUSED, SALVAGED ELECTRICAL MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE BAKERSFIELD AIRPORT, 2000 S. UNION AVE. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA 77ON SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCA TING UTILI TIES IN 7HE FIELD IS THE CONTRACTOR'S 3. THE CONTRACTOR SHALL SEPARA 7F ALL ASPHAL T GRINDINGS FROM AGGREGA TE BASE & NA 77 VE MA 7FRIALS FROM THE ROADWAY EXCA VA 770N. THE ASPHALT GRINDINGS SHALL BE MILLED TO 3" IN SIZE OR LESS. ALL ASPHALT GRINDINGS NOT USED FOR RECLAIMED ASPHALT PAVEMENT SHALL BECOME THE PROPERTY OF THE CITY OF BAKERSFIELD. CONTRACTOR SHALL DELIVER THE GRINDINGS TO THE WATTS DRIVE STOCKPILE YARD. CONTACT MIKE CONNOR A T (66 1) 326-3111 PRIOR TO DELIVERY ALL OTHER ROADWAY EXCA VA 77ON SHALL BECOME THE PROPERTY OF THE CONTRACTOR 4. SEE CIVIL PLANS FOR BEGINNING AND ENDING OF CURB, GUT7FR AND SIDEWALK REPLACEMENT AND BEGINNING AND ENDING OF FULL DEPTH PA VEMENT RECONSTRUCTION. DEMOLITION PLAN C/T Y OF BAKERSFIELD CA L lFO PUBLIC WORKS DEPARTMENT File Name: T9K117 Drawn: OP STREETSCAPE IMPROVEMENTS - 'Q' STREET CALIFORNIA R MENT Job No.: T9K117 Engineer: BM SHEET NO. Date: 2/7/11 Checked By.- Rf-„f► TRUXTUN AVE TO 24TH STREET C5 OF 48 0 1 2 3 ON I H SCALE- 1�=20 I I4 20 c PARKING LOT I I REL OCA TE EX/STING FLOWER SHOP I CHAINLINK FENCE & GA IF OFFICE 2 I SEE SHEET C13 BUILDING I 2 4 I 5 2 < 19 5 17 2 I 44 r- — - I I <\< _ � I L3 x Lo — ----- — — -- -- ------ _r _ __ ,__�__ _ _�____ _ FB O 1 i--________________________________________________ _____________ _ -- ----------------------_-------- --------------------------_------------- -- LO + 10 Q STREET O S S S S U 1 I SD 3D SD M.H. 22+00H. 23+00 �'- 21+00 w —+— — -+— — — W = W W ° W U r', Qm.H. E EE 1 I usR�l --------------------.- -- ------------------------1�--„�--�® ��-11......_x,..._._.---------------------- -_------ —r----�— -- --- --- — -- , ---------------------------------- - - ` n_ -- -- =="—_—___��- __ — -- mill — -` -- 4 5 1 4 I 17 2 I i 4 142 4 i, i 2 i REL OCA 7F EXIS77NG®— i CHAINLINK FENCE. PARKING LOT SEE SHEET C13�, # RETAIL STORE I I �-- 5, RETAIL STORE f f ►-t f � s _J I w f + CITY OF BAKERSFIELD, CALIFORNIA DEMOLITION PLAN PUBLIC WORKS DEPARTMENT File Name: T9Kll7 Job No.: T9Kll7 Date: 2/7/11 Drawn: DP Engineer: BM Checked By 0 AUTO BODY SHOP I FACTORY i QRpFESS SEAN _Co r / � Q Gf n REG IST RED CLdL ENGINEER w C 46803 y� Exp. 6-30-11 Cl TY OF BAKERSFIELD CIUI� 1501 TRUXTUN A VENUE qT BAKERSFIELD, CA 93301 F OF cp'bF REVISIONS No. DA TE I DESCRIPTION f2 DEMOLITION NOTES 1 REMOVE EXISTING A. C. PA VEMENT. 2 REMOVE EXISTING CURBS & GUTTERS. 03 REMOVE EXISTING CROSS GUTTER. OREMOVE EXISTING SIDEWALK. 5 REMO VE EXISTING DRI VEWA Y. 6 REMOVE EXISTING MEDIAN. OREMOVE EXISTING TRAFFIC SIGNAL & STREETLIGHT AFTER NEW TRAFFIC SIGNALS & STREETLIGHTS ARE INSTALLED. ONO T USED OREMOVE ABANDONED/INACTIVE PULLBOXES 10 REMOVE EXISTING TREE. 11 REMOVE EXISTING PLANTER. 12 REMOVE EXISTING WALKWAY. 13 REMOVE EXISTING CMU WALL. 14 REMOVE EXISTING ROOF DRAIN PIPE UNDER SIDEWALK. 15 NOT USED 1 s NOT USED 17 REMOVE/RELOCA IF EXIS77NG CHAINLINK FENCE. 18 PROTECT IN PLACE EXIS77NG RAMP/STAIRS 19 TRIM 7REE & ROOTS AS REQUIRED. SEE SPECIAL PROVISIONS. 20 REMOVE SHRUBS & ROCKS GENERAL NOTES: 1. ALL UNUSED, SALVAGED ELECTRICAL MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE BAKERSFIELD AIRPORT, 2000 S. UNION AVE. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT 7HE BEST INFORMATION SUPPLIED BY 7HE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S 3. THE CONTRACTOR SHALL SEPARA TE ALL ASPHAL T GRINDINGS FROM AGGREGA TE BASE & NA 77 VE MA TER/ALS FROM THE ROADWA Y EXCA VA 770N. 7HE ASPHALT GRINDINGS SHALL BE MILLED TO 3" IN SIZE OR LESS. ALL ASPHALT GRINDINGS NOT USED FOR RECLAIMED ASPHAL T PA VEMENT SHALL BECOME THE PROPERTY OF THE CITY OF BAKERSFIELD. CONTRACTOR SHALL DELIVER 7HE GRINDINGS TO THE WATTS DRIVE STOCKPILE YARD. CONTACT MIKE CONNOR AT (661) 326-3111 PRIOR TO DELIVERY ALL OTHER ROADWAY EXCA VA 77ON SHALL BECOME THE PROPERTY OF 7HE CONTRACTOR 4. SEE CIVIL PLANS FOR BEGINNING AND ENDING OF CURB, GUTTER AND SIDEWALK REPLACEMENT AND BEGINNING AND ENDING OF FULL DEPTH PA VEMENT RECONSTRUCTION. DEMOLITION PLAN STREETSCAPE IMPROVEMENTS - 'D' STREET TRUXTUN AVE TO 24TH STREET SHEET NO. C6 OF 48 0 1 2 3 v I 0 0 0 0 LN v I �< 1 I I I AUTO w .4. _ _ ___ --- T N S HU � SD W25+00 W- W = Z V J LLJ Lv W G Q E MIL ------------------------------------ f PARKING LOT SEE SHEET C2614\ FOR LIMI TS OF �� SIDEWALK REMOVAL I I I I I I I I I DEMOLITION PLAN e AUTO BODY & PAINT 'AUTO REPAIR SHOP --------------------------------------------------------� O O T N S Q STREET Nco 28+00 29 W W = Z_ U) 7 ' JW W G 0 Q -------- ------ ----------------------------------------- 1 m OFFICE BUILDING Q�OF ESS /o/v SEAN Rye` • Cl)O 'iir REGISTERED Cl l L ENGINEER ¢ C 46803 c y� Exp. 6-30-11 CITY OF BAKERSFIELD �'� �P CIVIC 1501 TRUXTUN AVENUE 9T BAKERSFIELD, CA 93301 F OF CA1-\F� REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / DEMOLITION NOTES: 1 REMOVE EXISTING A. C. PAVEMENT: 2 REMOVE EXISTING CURBS & GUTTERS. 03 REMOVE EXISTING CROSS GUTTER. 04 REMOVE EXISTING SIDEWALK. 5 REMOVE EXISTING DRI VEW4 Y. 6 REMOVE EXISTING MEDIAN. OREMOVE EXISTING TRAFFIC SIGNAL & STREETLIGHT AFTER NEW TRAFFIC SIGNALS & STREETLIGHTS ARE INSTALLED. OREMOVE/RELOCA TF SEWER LINES PER SS PLANS 09 REMOVE ABANDONED/INACTIVE PULLBOXES. 10 REMOVE EXISTING TNEE. 11 REMOVE EXISTING PLANTER. 12 REMOVE EXISTING WALKWAY. 13 REMOVE EXISTING CMU WALL. SEE SHEET C15. 14 REMOVE EXISTING ROOF DRAIN PIPE UNDER SIDEWALK. 15 REMOVE EXISTING MANHOLE PER SO & SS PLANS 16 REMOVE EXISTING CATCH BASIN PER SO PLANS 17 REMOVE/RELOCATF EXISTING CHAINLINK FENCE. 18 PROTECT IN PLACE EXISTING RAMP/STAIRS. 19 TRIM TREE & ROOTS AS REQUIRED. 20 REMOVE SHRUBS & ROCKS GENERAL NOTES 1. ALL UNUSED, SALVAGED ELECTRICAL MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE BAKERSFIELD AIRPORT, 2000 S UNION AVE. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2. ALL UTILI TY LOCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST /NFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCA TING UTILI TIES /N THE FIELD IS THE CONTRACTOR'S. 3. THE CONTRACTOR SHALL SEPARATE ALL ASPHALT GRINDINGS FROM, AGGREGA TE BASE & NA 77 VE MA 7FRIALS FROM THE ROADWA Y EXCA VA TION. THE ASPHALT GRINDINGS SHALL BE MILLED TO 3" IN SIZE OR LESS. ALL ASPHALT GRINDINGS NOT USED FOR RECLAIMED ASPHALT PAVEMENT SHALL BECOME THE PROPERTY OF THE CITY OF BAKERSFIELD AND SHALL BE DELIVERED TO 7HE WATTS DRIVE STOCKPILE YARD. CONTACT MIKE CONNOR AT (661) 326—Jl l l PRIOR TO DELIVERY ALL OTHER ROA DWA Y EXCA VA 77ON SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 4. SEE CIVIL PLANS FOR BEGINNING AND ENDING OF CURB, GUTTER AND SIDEWALK REPLACEMENT AND BEGINNING AND ENDING OF FULL DEPTH RECONSTRUC77ON. DEMOLITION PLAN 5`G File Name: T9K117 Drawn: DP STREETSCAPE IMPROVEMENTS - 'O' STREET SHEET N0. CRY Y OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By'[�'g�33 TRUXTUN AVE TO 24TH STREET C7 OF 48 0 1 2 3 I H ®� SCALE- 1=20 or-------- N �U I— 00 � W — — w= Z_ U —1 W = W U 3 I I II I II I I I I I I I I I I I I I I I I I I I � I � OFFI CE I BUILDING ___-- OFFICE BUILDING DEMOLITION PLAN PARKING LOT JJ+00 _ -i OFFICE BUILDING --------------- _ -_ PARKING LOT Q�OF ESS / pN� %�`��O � DEAN m REGISTERED C VlL ENGI NEER C 46803 r yk Exp. 6-30-11 yF CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIC- BAKERSFIELD, CA 93301 OF CAO- REV/S/ONS No. DA TE DESCRIPTION 4( DEMOLITION NOTES 1 REMOVE EXISTING A. C. PA VEMENT 2 REMOVE EXIS77NG CURBS & GUTTERS. 3O REMOVE EXISTING CROSS GUTTER. OREMOVE EXISTING SIDEWALK. 5 REMOVE EXISTING DRI VEWA Y. 6 REMOVE EXISTING MEDIAN. OREMOVE EXISTING TRAFFIC SIGNAL & STREETLIGHT AFTER NEW 7RAFF/C SIGNALS & STREETLIGHTS ARE INSTALLED. ONO T USED 09 REMOVE ABANDONEDIINAC77VE PULLBOXESS, 10 REMOVE EXISTING 7REE. 11 REMOVE EXIS77NG PLANTER. OREMOVE EXISTING WALKWAY. 13 REMOVE EXIS77NG CMU WALL. 14 REMOVE EXISTING ROOF DRAIN PIPE UNDER SIDEWALK. 15 NOT USED 16 NOT USED 17 REMOVE/RELOCA IF EXIS77NG CHAINLINK FENCE. 18 PR07ECT /N PLACE EXISTING RAMP/STAIRS. 19 TRIM TREE & ROOTS AS REQUIRED. SEE SPECIAL PROVISIONS 20 REMOVE SHRUBS & ROCKS. GENERAL NOTES 1. ALL UNUSED, SALVAGED ELECTRICAL MA 7ERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE BAKERSFIELD AIRPORT, 2000 S UNION AVE. CONTACT THE CI TY's ELEC7RICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2. ALL U77LI TY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA 77ON SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTILITIES /N 7HE FIELD IS THE CONTRACTOR'S 3. THE CONTRACTOR SHALL SEPARA TE ALL ASPHAL T GRINDINGS FROM A GGREGA TE BASE & NA TI VE MA TER/ALS FROM THE ROADWA Y EXCA VA 770N. 7HE ASPHALT GRINDINGS SHALL BE MILLED TO 3" IN SIZE OR LESS. ALL ASPHALT GRINDINGS NOT USED FOR RECLAIMED ASPHALT PAVEMENT SHALL BECOME THE PROPERTY OF THE CITY OF BAKERSFIELD. CONTRACTOR SHALL DELIVER 7HE GRINDINGS TO THE WATTS DRIVE STOCKPILE YARD. CONTACT MIKE CONNOR AT (661) 326-3111 PRIOR TO DELIVERY ALL OTHER ROADWAY EXCA VA 77ON SHALL BECOME THE PROPERTY OF 7NE CONTRACTOR 4. SEE CIVIL PLANS FOR BEGINNING AND ENDING OF CURB, GUTTER AND SIDEWALK REPLACEMENT AND BEGINNING AND ENDING OF FULL DEPTH PA VEMENT RECONSTRUCTION. DEMOLITION PLAN . 5 a 5 - File File Name: T9K117 Drawn: DP STREETSCAPE IMPROVEMENTS - 'O' STREET SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K 117 En gin eer: BM Date: 2/7/11 Checked By Rf$ TRUXTUN AVE TO 24TH STREET C8 OF 48 0 1 2 3 14 I H � I II I II OFFI CEI BUILDIN I I ELL 1- - i _ 1 2 --e I f t�-------------------- - ------------- ----_--- ----------------- InF --------------I---- ---------------- 4 --------------4 M.H. S F—U 1 7 F-- 34+0 w - - - - it II , II it I II i I It lu I 5 II ii I I I i In I I I I I�-1 Iii I 4 I I I RESIDENCE I I DIRT LOT I I PARKING LOT OFFICE BUILDING I ( I I PROTECTIIN PLACE iii i I I I EX/ST/NG I TRAFFIC SIGNAL 'i 4 5 4 I 10 �-�--� — -- -� �; 5 & PULLBXES I 4 � i� I- ---;-;---- --- --------I L ,� _ — 2 I --- -----------__-------------------------------_____--_-----__---------------------------__-__--------_--------------------------------� T T T i S S S w w = ZV) 1 —I w U V) 4 3 I— E -------------- - _ _-_--_________ -----__-__�--- --------------- -- ---- II ii II u PARKING LOT 0 35+00 CITY OF BAKERSFIELD, CALIFORNIA Q STREET PARKING LOT 36+00 E ---------------------- OFFICE BUILDING I I I I I I I DEMOLITION PLAN PUBLIC WORKS DEPARTMENT AUTO DETAIL SHOP File Name: T9K117 Job No.: T9K117 Da te: 2/7/11 SEE SHEET C16 FnR l 1IL41 TS nF rl JPPq Drawn: OP Engineer: BM Checked By 9,0 I ! I AUTO I UPHOLSTERY i L_ I 63 QRpFESS/ONq -DEAN R �. REGISTERED 2LV/ENGINEER C 46803 y� Exp. 6-30-11 y� CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qT CIVIL BAKERSFIELD, CA 93301 F OF CN -\F REVISIONS No. DA TE I DESCRIPTION 1iI I, 3�31 n DEMOLITION NOTES 1 REMOVE EXISTING A. C. PA VEMENT. 2 REMOVE EXISTING CURBS & GUTTERS. 3O REMOVE EXISTING CROSS GUTTER. OREMOVE EXISTING SIDEWALK. 5 REMO VE EXISTING DRI VEWA Y. 6 REMOVE EXISTING MEDIAN. OREMOVE EXISTING TRAFFIC SIGNAL & STREETLIGHT AFTER NEW TRAFFIC SIGNALS & STREETLIGHTS ARE INSTALLED. ONO T USED 09 REMOVE ABANDONEDIINAC77VE PULLBOXES. 10 REMOVE EXISTING TREE. 11 REMOVE EXISTING PLANTER. 12 REMOVE EXISTING WALKWAY. 13 REMOVE EXISTING CMU WALL. 14 REMOVE EXIST/NG ROOF DRAIN PIPE UNDER SIDEWALK. 15 NOT USED ONO T USED 17 REMOVE/RELOCATE EXIS771VG CHAINLINK FENCE. 18 PROTECT IN PLACE EXISTING RAMP/STAIRS 19 TRIM TREE & ROOTS AS REQUIRED. SEE SPECIAL PRO VISIONS 20 REMOVE SHRUBS & ROCKS GENERAL NOTES 1. ALL UNUSED, SALVAGED ELECTRICAL MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE BAKERSFIELD AIRPORT, 2000 S UNION AVE. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2. ALL U77LITY LOCATIONS SHOWN ARE APPROX/MA 7E ONLY, AND REPRESENT THE BEST INFORMA 77ON SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN 7HE FIELD IS THE CONTRACTOR'S. 3. THE CONTRACTOR SHALL SERA RA TE ALL ASPHAL T GRINDINGS FROM AGGREGA TE BASE & NA TI VE MA TERIALS FROM THE ROADWA Y EXCA VA 770N. THE ASPHALT GRINDINGS SHALL BE MILLED TO 3" IN SIZE OR LESS ALL ASPHALT GRINDINGS NOT USED FOR RECLA/MED ASPHAL T PA VEMENT SHALL BECOME THE PROPERTY OF THE CITY OF BAKERSFIELD. CONTRACTOR SHALL DELIVER 7HE GRINDINGS TO THE WATTS DRIVE STOCKPILE YARD. CONTACT MIKE CONNOR AT (661) 326-3111 PRIOR TO DELIVERY ALL OTHER ROADWAY EXCA VA 77ON SHALL BECOME THE PROPERTY OF 7HE CONTRACTOR 4. SEE CIVIL PLANS FOR BEGINNING AND ENDING OF CURB, GUTTER AND SIDEWALK REPLACEMENT AND BEGINNING AND ENDING OF FULL DEP 7H PA VEMENT RECONS7RUCTION. DEMOLITION PLAN STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTiJN AVE TO 2477-1 STREET SHEET NO. C9 OF 48 0 1 2 3 0 40 39 39 40 39 39 SCALE HORIZ 1 x=20' INERT l'!--2' O Z) 7+00 + V) Qo N U Z w Ill -Cy - _._.._..._...._......_ ._ - ._.- - - I d' `L h rnlornWl 7+00 8+00 9+00 PLAN to+oo+oo SEE SHEET C17 EXISTING OFFICE BUILDING (800 TRUXTUN A VE) J 0 ------------ 1 I CURVE TABLE BCR CR CURVE RADIUS LENGTH TANGENT DELTA STATION Cl 14.00 21.79 13.80 89'10'03" 00+00.00 C2 25.00 39.27 14.06 89'59'53" C3 30.00 47.18 30.06 90'06'20" C4 1 14.001 22.021 14.03 90'06'20" d' `L h rnlornWl 7+00 8+00 9+00 PLAN to+oo+oo SEE SHEET C17 EXISTING OFFICE BUILDING (800 TRUXTUN A VE) J 0 ------------ 1 I WEST,PROFILE rz� Q) to Cn QL� Cn � W W W oO, rn o a U O O O OQz o o O Qz O oIE Q) NEW C NS7RU TION d z + o + NEW C NS7RU TION N W FLO lNE EXlS17 G FLO INE ----\ + °j NEW F OWLINE z E ISTING FLOWL/ E + Oi 0) NEW F OWL/NE '� + °j 4 /S77N , TREET C M, ISTING STREET EXIS 7NG FL KINE NEW OWL/N co -0.227* - _ _ 0,219 - -- - - -- T297. _ - - -- % - - - - - - 0.2- --� - -- -� - 0.25% 4 - 0 24% 0.25% L'A_ SEE SHEET C17 FCR INTERSECRON GRADS o �% -ot% o.2t% -0.32% SE SHEET C17 F IN SECTIO GRADS 3 0,38% 0.3 -� % a20% - _ _ o.2a% _ - L=19. ' L=19.65' _ - - - - - FOR NEW L= 21.7 ' L 3.59' �=23 ' SEE HEFT 8 FOR NEW L 2 .02' INTER EC RON CONS UC T1 INTER ECTIO CONS UC77O mo N o\ m ep e h� o o m Oo�W N e m ca W er p "I a + m + m m �m m (N +m CO N N W5 to O � WEST,PROFILE CITY OF BAKERSFIELD, CALIFORNIA EAST PROFILE PUBLIC WORKS DEPARTMENT 01 00 99 01 00 99 QROFESS/ON DEAN w REGISTERED 2 IL ENGINEER � C 46803 yF Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIC- BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION 271 / / 471 / / CONSTRUCT/ON NOTE'S: 01 CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. Q2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. Q CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C. C. TYPE "A'-* CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). EDCONSTRUCT P.C. C. SIDEWALK PER COB STD ST -8. MA TCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. ORIVEWA Y PER COB STD ST -4. 7Q CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS 09 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. 0 CONSTRUCT CATCH BASIN PER SD SHEETS 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SO & SS SHEETS. 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OTHERS 15 ADJUST GAS VA VE TO GRADE, BY OTHERS 16 ADJUST WATER VALVE TO GRADE, BY OTHERS 17 ADJUST/RELOCATE FIRE HYDRANT; BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE 'M" MEDIAN CURB PER COB STD ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA 77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. [241 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUCTION (FOR) COLDPLANE & 0.2' AC OVERLAY =79 CONCRETE PA VEMENT CURB., GUTTER., & SIDEWALK PLAN & PROFILE File Name: T9Drawn: OP STREETSCAPE IMPROVEMENTS - 'O' ST Job No.: T9Kj 9K117 Engineer: BM REST Date: 2/7/11 Checked By 'Ris TRUXTUN AVE TO 24TH STREET O? S- ( SHEET NO. C10 OF 48 0 1 2 3 rz� to Cn QL� W W oO, rn coo a U O O o O O oIE NEW C NS7RU TION d z + N W FLO lNE + °j NEW F OWLINE NEW OWLIN + Oi e /S77N , TREET C M, EXIS 7NG FL KINE -0.227* - _ _ 0,219 - -- - - -- T297. -_ __ 4 - 0.25% - 0 24% 0.25% -0.20% SEE SHEET C17 FCR INTERSECRON GRADS 0.233 0.2 -ot% 0.24% - 3 _ - L=19. ' L=19.65' SEE HEFT C38 FOR NEW L= 21.7 ' INTER EC RON CONS UC T1 mo N o\ m ep e h� o o m N e m ca W p "I a + m + m CO N N W5 to CITY OF BAKERSFIELD, CALIFORNIA EAST PROFILE PUBLIC WORKS DEPARTMENT 01 00 99 01 00 99 QROFESS/ON DEAN w REGISTERED 2 IL ENGINEER � C 46803 yF Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIC- BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION 271 / / 471 / / CONSTRUCT/ON NOTE'S: 01 CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. Q2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. Q CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C. C. TYPE "A'-* CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). EDCONSTRUCT P.C. C. SIDEWALK PER COB STD ST -8. MA TCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. ORIVEWA Y PER COB STD ST -4. 7Q CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS 09 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. 0 CONSTRUCT CATCH BASIN PER SD SHEETS 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SO & SS SHEETS. 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OTHERS 15 ADJUST GAS VA VE TO GRADE, BY OTHERS 16 ADJUST WATER VALVE TO GRADE, BY OTHERS 17 ADJUST/RELOCATE FIRE HYDRANT; BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE 'M" MEDIAN CURB PER COB STD ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA 77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. [241 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUCTION (FOR) COLDPLANE & 0.2' AC OVERLAY =79 CONCRETE PA VEMENT CURB., GUTTER., & SIDEWALK PLAN & PROFILE File Name: T9Drawn: OP STREETSCAPE IMPROVEMENTS - 'O' ST Job No.: T9Kj 9K117 Engineer: BM REST Date: 2/7/11 Checked By 'Ris TRUXTUN AVE TO 24TH STREET O? S- ( SHEET NO. C10 OF 48 0 1 2 3 04, I H SCALE HOR/Z l--20' VERT 1 "=2' 40 40 39 40 40 39 i 12+00 TYP. CORNERS AT 17T14. lR7H_ & 13+00 SEE SHEET C18 PLAN 14+00 15+00 SAWCUT EXISTING CONCRETE 3' INSIDE R/W to L0 Q N H U Iw w w Z U) J w = w F- M M CURVE TABLE BCR ECR CURVE RADIUS LENGTH TANGENT DELTA STATION C5 22.00 34.85 22.29 90'45'27" 14+04.40 C6 40.50 45.09 25.20 63'47'11" 13+21.90 C7 22.00 34.99 22.43 91'07'12" 13+22.22 C8 1 22.001 34.611 22.05 90'07'29" 14+04.45 15+00 SAWCUT EXISTING CONCRETE 3' INSIDE R/W to L0 Q N H U Iw w w Z U) J w = w F- M M WEST PROFILE o O NN c m O O oO �U N m ^O Z a O �U o O a- O o Lr) It O W E /SUNG FLOWL.I O ole cd >- O O >.- lv O O� �i d. h d O NEW FLO INE EXI TING F OWLINE `� .� Q `D .� Q� p Om N � .� vi � of m `� •� O EXIST/ O ^ LINE �' "' .� Q J - - - - �O _ - - -- - - -- - -- -0.20% -020 - 0% - - - __ -- -- - - - - EXISTING STR ET - 4 - �' Q ~ o � 0.24% W FLO INE EXI TING F OWLINE Q •Q �o N Q Q� O Q Q Q Q � W FLO INE Q� 4 of - -- - - - -- -- -- 4 _--- - - -- - -- - -- - -- 0.-0.2 a449 0.44% o.2ox v L=17.49'- L=17. 9' L=34. 1' + v n Ln F (0 10 SEE SHEET C 8 FOR INTERS CT/ON RADE WEST PROFILE o O O ao O •� N c m O O U �)O ri a e*. N ao �U N m ^O Z a O �U Q W O a- O o W o E /SUNG FLOWL.I E O ole cd >- O O� �i d. �� d NEW FLO INE EXI TING F OWLINE `� .� Q `D .� Q� p .� p Q� A .� of .� vi �' .� of �' .� `� •� � EXIST/ G STR ET W FLO LINE "� Q� �' "' .� Q 4 - - - - - _ - - -- - - -- - -- -0.20% -020 - 0% - - - __ -- -- - - - - - - - 4 0.40% - 0.24% 0.31.x 0.20.E CITY OF BA KERSI cIEL D, CALIFORNIA °�+° =45.09 L=34.8 ' SEE SHEET 08 FOR INTERS CRON r7RADE EAST'PROFILE File Name: T9K117 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer- BM Date: 2/7/11 Checked By �v? 0% 00 99 0% 00 99 QRpF ESS / 0/v -DEANco R ate.✓' ¢� �C m REGISTER D Cl VIL E GINEER ow C 46803 � * Exp. 6-30-11 yk CITY OF BAKERSFIELD CIVIL 1501 TRUXTUN AVENUE qT BAKERSFIELD, CA 93301 F OF CA1-\F REVISIONS No. DA TE DESCRIPTION 1 � � 2 � � 3 � � CONSTRUCT/ON NOTES: ❑1 CONSTRUCT A.C. PAVEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. r2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. ❑3 CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C.C. TYPE "A" CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P. C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). Q5 CONSTRUCT P.C. C. SIDEWALK PER COB STD ST -55 - MATCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB STD ST=4. ❑7 CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS 09 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. Q CONSTRUCT CATCH BASIN PER SD SHEETS: 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SD & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OTHERS. 15 ADJUST GAS VA VE TO GRADE, BY OTHERS 16 ADJUST WA TER VA VE TO GRADE, BY OTHERS. 17 ADJUST/RELOCA TE FIRE HYDRANT, BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS. 19 ADJUST/RELOCA TE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA 11VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS C39 & C40. 23 CONSTRUCT DECORATIVE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. CURB, GUTTER, & SIDEWALK PLAN & PROFILE STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 24TH STREET SHEET NO. C11 OF 48 0 1 2 3 Ln <U W 1= W (n zW J Ld 2 (f) F- Q i EXISTING OFFICE BUILDING (801 18TH STREET) DIRT LOT L v SCALE m HORIZ 1`20 VERT l"=2' 16+00 E O O 0 N o 1 1401 40 39 m v W 0 409 v 40 a 39 c� Z v N Qs 17+00 PLAN 18+00 19+00 CURVE TABLE BCR CR CURVE RADIUS LENGTH TANGENT DELTA STATION C9 22.00 34.24 21.68 89'10'01" 17+50.68 C10 22.00 34.47 21.91 89'46'07" 16+68.59 C11 22.00 34.67 22.11 90'17'53" 16+68.66 C12 . 22.001 34.561 22.00 90'00100" 17+51.00 17+00 PLAN 18+00 19+00 20+00 CURVE TABLE BCR CR CURVE RADIUS LENGTH TANGENT DELTA STATION C13 22.00 34.56 22.00 89 59'56" 20+97.67 C14 22.00 34.84 22.29 9'44'19" 20+15.17 C15 22.00 34.55 22.00 8959'29" 20+15.16 C16 22.00 34.54 21.98 89'57'08" 20+97.67 20+00 WEST PROFILE r�o Q EISNG NEW FLO LOWLI INE I,,:: +o °A '�o Irl + ° '� °o '� � �U °oo '� G TR OU �O �) \ �� �o �O �' OU h moo CoQ h m �� �o �<, o0 O �� �o Lo �' NEWFOWLINE J rn 17� o d - - - ---- -- - EXISTIGFLOLINE _ - N\ ^ � C9 _ co Q_ O N d N Vgc - C-0 OQ �o O <F U o00 O I -d N N 'I�cV O <F U <FO O OU O OQ O 00(2-9, - ---- - - - - - - -- -- � N� .� m vim ^ - _ _ _ -L 03h^ eco h m ^o O ^m EXlS71 FL0 /NE �' N N ^ N O O + No b + p + ho _ 0.209 0.209 0.65X o .,� o ^ Qo 0.209 Q SEE S EET C 0 OR NTE TION GRADES ^ Q Lr) L=3 .84' irlo OWLI L=34.4' (f) LO L 34.24'o Q o (0(0`o-oso9EX/STI TED)'IS77NG G TR T SEE SiEET C FOR N TERSE, C 710N RA DES - - :0 6a7l =043% 1.12% 1.12% -o. 89 a 229 0.229 9 0.20% III Q SEE S EE C 0 OR NTEf 'SE C 77ON RADES oo Q N U L=3 .55 \ \ � N L=34.6 ' L 34.56' Q o Qo Qo SEE S EET C FOR NTERS CTION GRADES WEST PROFILE O u7 O Q � ~ U N Iw W w_ z_ cn J W = W H Q 402 401 400 402 401 400 0,of ESS/ONAIQ S X11 DEAN_g'ed� 3 4 R F. ¢=O 3�c REGISTERED CILL NGINEER C 46803 y� Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE '9TF CIVIL BAKERSFIELD, CA 93301 OF CAQ REV/S/ONS No. DA TE DESCRIPTION S A17 4( CONSTRUCT/ON NOTES: 01 CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. Q2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. Q CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C. C. TYPE "A " CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). Q CONSTRUCT P.C. C. SIDEWALK PER COB STD ST -8. MA TCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB STD ST -4. ❑7 CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS 09 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. EDCONSTRUCT CATCH BASIN PER SO SHEETS 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SD & SS SHEETS. 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OTHERS 15 ADJUST GAS VA VE TO GRADE, BY OTHERS. 16 ADJUST WA TER VA VE TO GRADE, BY OTHERS Fl -71 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS 19 ADJUST/RELOCA TE PULLBOX. 20 CONSTRUCT FLARED TYPE "Mn MEDIAN CURB PER COB STD ST -2. [2-11 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA Tl VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA TT VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUCTION (FDR) COLDPLANE & 0.2AC OVERLAY o CONCRETE PAVEMENT .Lai CURB, GUTTER, & SIDEWALK EAST PROFILE z , : PLAN & PROFILE sG File Name: T9K117 Drawn: DP STREETSCAPE IMPROVEMENTS - 'Q' STREET SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 217111 Checked By TRUXTUN AVE TO 24TH STREET C12 OF 48 0 1 2 3 r�o Q EISNG NEW FLO LOWLI INE I,,:: +o °A '�o Irl + ° '� °o '� � EX/STI °oo '� G TR T �O �) \ �� �o �O �' OU h moo CoQ h m �� �o �<, o0 O �� �o Lo �' NEWFOWLINE J rn 17� o d - - - ---- -- - EXISTIGFLOLINE _ - N\ ^ � C9 _ hm d 00 d� �o -669 N d -� _ - -- ---- - ---- - - - - - - -- -- =o.ss9 - _ _ _ -L - - - - - 0.209S -t _ 0.209 0.209 0.65X 0.659' -0.19 0.209 Q SEE S EET C 0 OR NTE TION GRADES ^ Q Lr) L=3 .84' irlo L=34.4' L 34.24'o Q o SEE SiEET C FOR N TERSE, C 710N RA DES O u7 O Q � ~ U N Iw W w_ z_ cn J W = W H Q 402 401 400 402 401 400 0,of ESS/ONAIQ S X11 DEAN_g'ed� 3 4 R F. ¢=O 3�c REGISTERED CILL NGINEER C 46803 y� Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE '9TF CIVIL BAKERSFIELD, CA 93301 OF CAQ REV/S/ONS No. DA TE DESCRIPTION S A17 4( CONSTRUCT/ON NOTES: 01 CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. Q2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. Q CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C. C. TYPE "A " CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). Q CONSTRUCT P.C. C. SIDEWALK PER COB STD ST -8. MA TCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB STD ST -4. ❑7 CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS 09 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. EDCONSTRUCT CATCH BASIN PER SO SHEETS 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SD & SS SHEETS. 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OTHERS 15 ADJUST GAS VA VE TO GRADE, BY OTHERS. 16 ADJUST WA TER VA VE TO GRADE, BY OTHERS Fl -71 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS 19 ADJUST/RELOCA TE PULLBOX. 20 CONSTRUCT FLARED TYPE "Mn MEDIAN CURB PER COB STD ST -2. [2-11 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA Tl VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA TT VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUCTION (FDR) COLDPLANE & 0.2AC OVERLAY o CONCRETE PAVEMENT .Lai CURB, GUTTER, & SIDEWALK EAST PROFILE z , : PLAN & PROFILE sG File Name: T9K117 Drawn: DP STREETSCAPE IMPROVEMENTS - 'Q' STREET SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 217111 Checked By TRUXTUN AVE TO 24TH STREET C12 OF 48 0 1 2 3 SCALE v HDR/Z l-20' m VERT 1 "==2' 6 C22 I ' EXISTING t BUILDING I 6 0 0 0 (800 19TH ST) I 2 I z 2 2 2 2 v 1 zI `O ml�'m(0mCOQLCZ, oo� CID \o \Q cs \ +\ w o+ loo±�'+4'+ +oW N m N VIN al N N N m N mei O N W 9 FIS SIDEWALK J Q CURVE TABLE J�LI O � RADIUS LENGTHTANGENT! p DELTA STATION C13 o0 z 22.00 89'59'56" 20+97.67 C14 22.00 34.84 o ±\ 2 N 20+15.17 C15 N\ N C41 22.00 RELOCATE EXISTING 20+15.16 -Cl 6 1 22.001 62 LF CHAINLINK 21.98 89'57'08" 20+97.67 GA TF & FENCE CI-Z)l 6 x 5 h g NmNQ)NWNUI- v,m���m�Zo R W N W� 17 17 SDE LK DRI V WAY FDRTVWA z I 1 ------ i ----------------- _ _ -i EET C3 __jam LN NI V11176A \N Yj� N R/W o� I I 5 g 1 � ma` m o l I RELOCATE EXISTING 1 :91 0 o0 00 0 0 1 I 75 LF CHAINLINK FENCE LO N I I I z z z z z BUILDING m� m� 0 0 3 I I (716 19 TH ST) c j Q N "I p Q p trj O +�-►- o+\+ + J I I I N u N QL N N m N m N U I I I I SE 21+00 22+00 21 L 23 9 SIDEWALK CURVE TABLE BCR ECR CURVE RADIUS LENGTHTANGENT! � 0 DELTA STATION C13 22.00 34.56 22.00 89'59'56" 20+97.67 C14 22.00 34.84 22.29 90'44'19" 20+15.17 C15 22.00 34.55 22.00 89.59'29" 20+15.16 -Cl 6 1 22.001 34.54 21.98 89'57'08" 20+97.67 21+00 22+00 21 L 23 9 SIDEWALK wo 5j25 L U BCR ECR R/W RADIUS LENGTH � 0 Qr- 0 o 0 rn 0 15 BUILDING o (1924 0 STREET) ^ W �, o Q ° 0� EXISTING BUILDING o � o J � (Z) � (ClsCIZ 0 o (80119TH ST) �mL Z o o +m wz h O V h O O UJ CI-Z)l 1 5 C41 h �� NmNQ)NWNUI- v,m���m�Zo N W� 17 17 SDE LK X//z z I wo 5j25 L U BCR ECR R/W RADIUS LENGTH Q� Qr- 25 00 EX/STING o o rn 0 15 BUILDING o (1924 0 STREET) ^ W �, o Q ° 0� m I I N Q�QO N m N( N W �mL z o o I PLAN 23+00 07 SEE SHET C24 Fftft I J BCR ECR R/W RADIUS LENGTH j I DELTA 25 o 0 m 0 L 24+4.58 C18 14.00 22.17 14.19 90'45'08" 23+61.82- C19 I I FH hmF �mL z o o ova wz h O V h O O UJ CI-Z)l n Q) h �� NmNQ)NWNUI- v,m���m�Zo N W� 17 17 W N U X//z z I I I I SEE SH ET C24 I i I v CURVE TABLE BCR ECR R/W RADIUS LENGTH TANGENT DELTA 25 C17 14.00 m � m 24+4.58 C18 14.00 22.17 14.19 90'45'08" 23+61.82- C19 1 14.001 21.991 14.00 z 23+62.08 o 0 0 wz h O V h O O UJ CI-Z)l n Q) h �� � v,m���m�Zo N m N C,) N W N U N W� v CURVE TABLE BCR ECR CURVE RADIUS LENGTH TANGENT DELTA STATION C17 14.00 21.99 14.00 89.59'57" 24+4.58 C18 14.00 22.17 14.19 90'45'08" 23+61.82- C19 1 14.001 21.991 14.00 89'59'58" 23+62.08 C20 1 14.001 22.131 14.14 90'34'02" 24+44.58 v o)O ESS /ONS SEAN c REGISTERED wQ� C1 Vl11 ENGINEER m C 46803 m Exp. 6-30-11 * CITY OF BAKERSFIELD J'� �P 1501 TRUXTUN AVENUE 9TF CIVIL BAKERSFIELD, CA 9,3301 OF CA1-�F REVISIONS No. o DESCRIPTION 1 / / 2 / / 3 / / z oW \J O (.3 ^�O �U �� O�Q, h V o0 J V DO W m v rn m Q O O O a; d Ae- v rn.� o m o f O Nm ^� °+'NEW Q QS O� V a0 Q, O O J oa N ty ^ lu 00 o mm N N\ C� of � m O h d 0 QO � cp I� FLO INEEXlS71 m e! d W h G FL /NE Cm\, o, N O U Qm OO EXIS77GFLO INE N p N p N o^p N <1 �o 00 +rn +�� rn �rn m Z 4 0i:K O N Q O .� O N o O Cm INE O o EXIS77 O Al- N �+ 401:2- �+o O G S7R T Q `' " �' oNo EXlS77GS7R TC Q Q �� Q �0000 m Q e u) Q; Q Q .d Q o Q m 40% - -- - - -- - -- - m m m -0.0% -�- -0.3 . 0.20% - - FL NE -0.229' 0.20% 4 -030% - --- % -- 0.20% 0.20% -0. _ -_ - 40 NE FLO NE __ - -0.22 - - ---- 4 -- ---- -0.329 ---- - -- --- -- ---- - - - -- --- -- -- 0.2 0. I Z,E --- - ,� 4 0 _ 1S77NG LOWLI 4 � o Q � 4 L=3 .54' oo v �Q v N r� L 21.99' L= 7.56' L 22.13' SEE SHEET C22 F6 Q o IN 7Z RSEC 17 N GRA ES i 21.99' SEE SHEET C24 F INTS SECTIO GRAD S m , SEE SHEET C22 F6 RQ o v WEST PROFILE z W I CITY OF BAKERSFIELD, CALIFORNIA EAST PROFILE File Name: T9KI17 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer.- BM Date: 2/7/11 Checked By 00 00N Q ~ U I Luj w= z V) J W = UJ C)V) Q 02 01 00 02 01 00 o)O ESS /ONS SEAN c REGISTERED wQ� C1 Vl11 ENGINEER m C 46803 m Exp. 6-30-11 * CITY OF BAKERSFIELD J'� �P 1501 TRUXTUN AVENUE 9TF CIVIL BAKERSFIELD, CA 9,3301 OF CA1-�F REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 / / z oW \J J h V o0 J V DO W Q O O O O� V a0 Q, O O J oa N ty ^ lu 00 o mm N N\ C� of � m O h d 0 QO � cp I� W \ m e! d W h O O N Qm EXIS77GFLO INE �o �o 00 +rn +�� rn �rn m Z 4 0i:K O N Q p N .� N N o W FLO INE o EXIS77 O �+a°j, O �+ �+o O G S7R T Q `' " �' oNo Q Q �� Q �0000 m Q e u) Q; Q Q .d Q o Q m m m m - - ° % 0.20% 0.20% - - - NE FLO NE -0.22 0.20% 4 -0.329 ---- - -- --- -- ---- - - - -- --- -- -- 0.2 0. % --- - ,� 4 0 _ � 4 a �Q v r� L= 7.56' L 22.17'L 21.99' SEE SHEET C22 F6 RQ o INT SECTI N GRA ES �n � SEE SHEET C24 F lN1F SEC170 GRAD S Z z W I CITY OF BAKERSFIELD, CALIFORNIA EAST PROFILE File Name: T9KI17 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer.- BM Date: 2/7/11 Checked By 00 00N Q ~ U I Luj w= z V) J W = UJ C)V) Q 02 01 00 02 01 00 CONSTRUCT/ON NOTES: O1 CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. Q CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET Hl & DETAIL 4 ON SHEET C43. 0 CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P. C. C. TYPE "A " CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P. C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). 0 CONSTRUCT P. C. C. SIDEWALK PER COB STD ST =8. MA TCH EXIS77NG WHERE APPLICABLE. © CONSTRUCT P.C.C. DRIVEWAY PER COB STD ST 4. ❑7 CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRA STD PLAN A88A. SEE SHEETS 09 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. 0 CONSTRUCT CATCH BASIN PER SD SHEETS. El INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STO ST -21. Flt CONSTRUCT MANHOLE PER SO & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS. 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OTHERS 15 ADJUST GAS VA VE TO GRADE, BY OTHERS 16 ADJUST WA TER VA VE TO GRADE, BY OTHERS. 17 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS 18 ADJUST/RELOCATE PULLBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST =2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORATIVE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA 77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUCTION (FOR) COLDPLANE & 0.2' AC OVERLAY CONCRETE PA VEMENT CURB, GUTTER, & SIDEWALK PLAN & PROFILE STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 24TH STREET .S S SHEET NO. C13OF48 0 1 2 3 o)O ESS /ONS SEAN c REGISTERED wQ� C1 Vl11 ENGINEER m C 46803 m Exp. 6-30-11 * CITY OF BAKERSFIELD J'� �P 1501 TRUXTUN AVENUE 9TF CIVIL BAKERSFIELD, CA 9,3301 OF CA1-�F REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 / / CONSTRUCT/ON NOTES: O1 CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. Q CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET Hl & DETAIL 4 ON SHEET C43. 0 CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P. C. C. TYPE "A " CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P. C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). 0 CONSTRUCT P. C. C. SIDEWALK PER COB STD ST =8. MA TCH EXIS77NG WHERE APPLICABLE. © CONSTRUCT P.C.C. DRIVEWAY PER COB STD ST 4. ❑7 CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRA STD PLAN A88A. SEE SHEETS 09 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. 0 CONSTRUCT CATCH BASIN PER SD SHEETS. El INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STO ST -21. Flt CONSTRUCT MANHOLE PER SO & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS. 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OTHERS 15 ADJUST GAS VA VE TO GRADE, BY OTHERS 16 ADJUST WA TER VA VE TO GRADE, BY OTHERS. 17 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS 18 ADJUST/RELOCATE PULLBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST =2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORATIVE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA 77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUCTION (FOR) COLDPLANE & 0.2' AC OVERLAY CONCRETE PA VEMENT CURB, GUTTER, & SIDEWALK PLAN & PROFILE STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 24TH STREET .S S SHEET NO. C13OF48 0 1 2 3 j 00 00 N � Q F U V) W Iw z� Jw V) U Q SCALE HOR/7 1 "=20' 1lrRr 1 =2' 25+00 40 40 40 40 40 40 40 40 MOVE EXIS77NG GA 7F T0" EAST SIDE OF PROPERTY 26+00 PLAN 27+00 9'q -I- nn (2101 Q STREET) .L -PARKING, i, 1 N I WEST PROFILE ClT Y OF BA KERSF/EL D, CALIFORNIA EAST PROFILE File Name: T9Kll7 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By.•�i53 O N Q u') H � U iw w w= z cn J w = w U N Q 03 02 '01 00 03 02 '01 00 QROF ESS /0/v -DEAN REGIS REDL Cl Vl w ENGINEER Of C 46803 * Exp. 6-30-11 Cl TY OF BAKERSFIELD ",Z- 1501 1501 TRUXTUN AVENUE qTF CIVIC- p�� BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIPTION 3 FA st. CONSTRUCT/ON NOTES: 01 CONSTRUCT A.C. PAVEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. Q CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. Q CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C. C. TYPE "A " CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). Q CONSTRUCT P. C. C. SIDEWALK PER COB STD ST 8. MA TCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB STD ST -4. 07 CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS C39 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. Q CONSTRUCT CATCH BASIN PER SO SHEETS. 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. Fl -11 CONSTRUCT MANHOLE PER SD & SS SHEETS 12 ADJUST MANHOLE FRAME & CO DER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS 14 ADJUST VA UL T/BOX & COVER TO GRADE, BY OTHERS. 15 ADJUST GAS VA VE TO GRADE, BY OTHERS 16 ADJUST WA TER VA VE TO GRADE, BY O (HERS. 17 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA 77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS C39 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. CURB., GUTTER, & SIDEWALK PLAN & PROFILE STREETSCAPE IMPROVEMENTS - 'Q' STREET TRUXTUN AVE TO 2471H S7I9EET SHEET NO. C14 OF 48 CURVE TABLE BCR ECR CURVE RADIUS LENGTH TANGENT DELTA STATION C21 20.00 31.42 20.00 90'00'00" 27+90.89 C22 20.00 31.46 20.04 90'07'21" 27+08.40 C23 1 20.00 31.54 20.12 90'20'30" 27+08.41 C24 120.001 31.62 20.20 90'34'28"1 27+90.89 WEST PROFILE ClT Y OF BA KERSF/EL D, CALIFORNIA EAST PROFILE File Name: T9Kll7 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By.•�i53 O N Q u') H � U iw w w= z cn J w = w U N Q 03 02 '01 00 03 02 '01 00 QROF ESS /0/v -DEAN REGIS REDL Cl Vl w ENGINEER Of C 46803 * Exp. 6-30-11 Cl TY OF BAKERSFIELD ",Z- 1501 1501 TRUXTUN AVENUE qTF CIVIC- p�� BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIPTION 3 FA st. CONSTRUCT/ON NOTES: 01 CONSTRUCT A.C. PAVEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. Q CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. Q CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C. C. TYPE "A " CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). Q CONSTRUCT P. C. C. SIDEWALK PER COB STD ST 8. MA TCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB STD ST -4. 07 CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS C39 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. Q CONSTRUCT CATCH BASIN PER SO SHEETS. 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. Fl -11 CONSTRUCT MANHOLE PER SD & SS SHEETS 12 ADJUST MANHOLE FRAME & CO DER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS 14 ADJUST VA UL T/BOX & COVER TO GRADE, BY OTHERS. 15 ADJUST GAS VA VE TO GRADE, BY OTHERS 16 ADJUST WA TER VA VE TO GRADE, BY O (HERS. 17 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA 77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS C39 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. CURB., GUTTER, & SIDEWALK PLAN & PROFILE STREETSCAPE IMPROVEMENTS - 'Q' STREET TRUXTUN AVE TO 2471H S7I9EET SHEET NO. C14 OF 48 EXISTING BUILDING I(2119 Q STREET) nNA n 11*11mim j 2 I I 40 N RADIUS 40 _ _ ...,.. _ _ _ _ ..-. _ _ _ _ _ _ _ — _ C25 14.00 HOR/Z 1 "=20' `=2 ' m -- 4 VERT 1 J 89-59-58- I nn 07 v v O 0 N I I 40 N RADIUS 40 _ _ ...,.. _ _ _ _ ..-. _ _ _ _ _ _ _ — _ C25 14.00 21.99 14.00 89-59'58- -- 4 a J 89-59-58- C27 O O 90'00'00" C28 14.00 �I o m o,c� rn o � o � v 2 W a o C41 24 + W =y 0 5 ``4 0 w of ------------- 40 R1W �- 4 0 c� SIDEWALK NI_i DRIV WAY IJ oz �� J lV J J �O Z Q) O OO X00z , "'� C6 1 00 p v � e�m�� DIRT LOT 09 /E J O N � I I I CURVE RADIUS L_ _ _ _ _ _ _ _ _ _ _ ...,.. _ _ _ _ ..-. _ _ _ _ _ _ _ — _ C25 14.00 21.99 14.00 89-59'58- C26 J J 89-59-58- C27 O O 90'00'00" C28 14.00 22.03 14.04 o rn-� o,c� rn o � o � Q) 2 W W W PARKING o C41 24 + =y 5 of ------------- --------- -- R1W SIDEWALK NI_i DRIV WAY SIDEWALK y- --------------- -- ---------43+00 1— SEE _SHE _T C36 __ T DRI WA 4 SIDEWALK J DRIVE WA Y ZI oh oQ o0 Q) o 0 0 10 0 0� I o3 I 1 o �, I PARKING 6 I Z� I z o jai �o I �, �, �, 5 I o 3 I � o J rn ; I o `�' EXISTING z o I z (°0 W� � m I" m "' 23 j o I BUILDING I �' a ofi mW �r c� r� c� r� ^ o o ( N p I ' 4t&7?NG UlL + � +� +Q +� +� +� I+�+ +o (2204QST) I +J I oc� oc� C.) Q) .,o .,c� -c�.,cl, �v\ (2136 ST) 600 �W� ���,�c��W ( �v ' I ° _ _� 0 4 TV. CORNERS '.SCALE SEE SHEET C28 C4 23RD STREE SD, & ,30+00 31+00 PLAN ,32+00 18 DRI VEWA Y Qz tz, 0 3 Q) � v 33+00 I I EXISTING BUILDING I (2229 Q STREET) I I L T to t N SIDEWALK J PAVED PARK/NG LOT I Q ~ U Iw W= z cn J W = W U N H a CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C25 14.00 21.99 14.00 89-59'58- C26 14.00 21.99 14.00 89-59-58- C27 14.00 21.99 14.00 90'00'00" C28 14.00 22.03 14.04 90'10'23" ,30+00 31+00 PLAN ,32+00 18 DRI VEWA Y Qz tz, 0 3 Q) � v 33+00 I I EXISTING BUILDING I (2229 Q STREET) I I L T to t N SIDEWALK J PAVED PARK/NG LOT I Q ~ U Iw W= z cn J W = W U N H a SEE FOR WEST PROFILE rn� rnv rn rn-� o,c� rn o jj of aci �o �o �° �o �o00 i 4 o� W tz 4 • J ISTING FLOWLI E `'' Q) (0 vi NEW F LOKLINEXIS ` vi TNG FLOWL NE N E /STING FLOWLI E N Q) �' EXISTI G STR ET C EXIST/ G STREET C NEW FLOOLINE N WFLO INE o -_ - ---- — -- — -- -- - �---- -- — -- -.36% -- — — -- -- 0.23% — -- -- — — -- — -- — — 0.209 - I ____ - — -- — _ — --- I — - — 7 0.20% _ — — — — — — — 0.209 — — — — 95% 0.20% Q 1 — — — — — — . SEE FOR WEST PROFILE s w O 1 CITY OF BAKERSFIELD, CALIFORNIA IIIIIII■,�--��-A. EAST PROFILE File Name: T9K117 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By '2j$ 04 03 02 04 03 02 QROFESS DEAN REGISTERED C1 VI ENGINEER ¢ C 46803 c * Exp. 6-30-11 CITY OF BAKERSFIELD q CIVIC- 1501 TRUXTUN AVENUE TF BAKERSFIELD, CA 93301 OF CAL\F�� REVISIONS No. DA TE DESCRIPTION 2 / / CONSTRUCT/ON NOTES: ❑1 CONSTRUCT A.C. PAVEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. ❑2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. ❑3 CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C. C. TYPE "A " CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P. C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). 0 CONSTRUCT P. C. C. SIDEWALK PER COB STD ST 8. MATCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEW4 Y PER COB STD ST 4. Q CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS C39 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. Q CONSTRUCT CATCH BASIN PER SD SHEETS 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SD & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS. 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OTHERS 15 ADJUST GAS VALVE TO GRADE, BY OTHERS 16 ADJUST WATER VALVE TO GRADE, BY OTHERS. 17 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA TI VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORATIVE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUCTION (FDR) COLDPLANE & 0.2' AC OVERLAY ���, ����� CONCRETE PAVEMENT CURB, GUTTER, & SIDEWALK PLAN & PROFILE STREETSCAPE IMPROVEMENTS - 'Q' STREET SHEET NO. TRUXTUN AVE TO 24TH STREET C75 OF 48 0 1 2 3 rn� rnv rn rn-� o,c� rn o of �o00 i tz 4 • J ISTING FLOWLI E Q) (0 vi ` vi U)(� N Q) �' EXIST/ G STREET C NEW FLOOLINE o - �---- -- — -- -.36% — — -- -- 0.23% — -- -- — — -- — -- — — 0.209 - - — -- — _ — --- I s w O 1 CITY OF BAKERSFIELD, CALIFORNIA IIIIIII■,�--��-A. EAST PROFILE File Name: T9K117 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By '2j$ 04 03 02 04 03 02 QROFESS DEAN REGISTERED C1 VI ENGINEER ¢ C 46803 c * Exp. 6-30-11 CITY OF BAKERSFIELD q CIVIC- 1501 TRUXTUN AVENUE TF BAKERSFIELD, CA 93301 OF CAL\F�� REVISIONS No. DA TE DESCRIPTION 2 / / CONSTRUCT/ON NOTES: ❑1 CONSTRUCT A.C. PAVEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. ❑2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. ❑3 CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C. C. TYPE "A " CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P. C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). 0 CONSTRUCT P. C. C. SIDEWALK PER COB STD ST 8. MATCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEW4 Y PER COB STD ST 4. Q CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS C39 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. Q CONSTRUCT CATCH BASIN PER SD SHEETS 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SD & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS. 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OTHERS 15 ADJUST GAS VALVE TO GRADE, BY OTHERS 16 ADJUST WATER VALVE TO GRADE, BY OTHERS. 17 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA TI VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORATIVE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUCTION (FDR) COLDPLANE & 0.2' AC OVERLAY ���, ����� CONCRETE PAVEMENT CURB, GUTTER, & SIDEWALK PLAN & PROFILE STREETSCAPE IMPROVEMENTS - 'Q' STREET SHEET NO. TRUXTUN AVE TO 24TH STREET C75 OF 48 0 1 2 3 I �Lr) a� F- U U) �- W W W (n Z J W W Z V) U I -- a 0 2 v SCALE m HDR/Z l--20' VERT l--2' 34-00 v E O 0 N 40 0 40 40 �I m Z 40 Q 40 40 C's 51 CURVE TABLE 1 CURVE RADIUS LENGTH ANGEN DELTA C29 14.00 21.88 13.89 5" 89'32"15"C30 Q3 14.00 22.16 14.17 90'41'47" C31 14.00 21.95 13.96 89'50'40" O Z 40 Q 40 40 C's 51 35+00 PLAN 36+00 CURVE TABLE 1 CURVE RADIUS LENGTH ANGEN DELTA C29 14.00 21.88 13.89 5" 89'32"15"C30 Q3 14.00 22.16 14.17 90'41'47" C31 14.00 21.95 13.96 89'50'40" C32 14.00 22.00 14.01 90'01'51" 35+00 PLAN 36+00 :SEE S E T C,29 FOR NIERS C77ON G FADES 21.95' L=11. 0' L=11. 0' WEST PROFILE o f 1 al o REGISTERED U y� Exp. 6-30-11 CITY OF BAKERSFIELD CIVIC- RFIELD,NCAAVENUETF U OF CA��F�� Q3 93301 v W REVISIONS No. DA TE DESCRIPTION 1 � � O v QC) � � U 3 U N W N + N o XI (0FLO /NE N N �- EX m o � Q) NEVFLO MINE - -- ---_ 4 - Z.-- --- -- -7 - - -F-O$'-WE -- -- 0.23% - SEE S) IEE T C 9 FOR N7FRS C77ON ADES a22% -- ---- 0.20.E 0.20.E -0.12% - 0.3 % - -- --- - -- --- -- - :SEE S E T C,29 FOR NIERS C77ON G FADES 21.95' L=11. 0' L=11. 0' WEST PROFILE z 0 CITY OF BAKERSFIELD, CALIFORNIA J -EXISTING STR ET -EXISTING STR ET EAST PROFILE File Name: T9KI17 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By 37+00 �W I k9.63 am 38+00 05 04 03 05 04 03 Q,pFESS/pN� SEAN � =o �� 3,4Q n REGISTERED �, L ENGINEER C 46803rn y� Exp. 6-30-11 CITY OF BAKERSFIELD CIVIC- RFIELD,NCAAVENUETF OF CA��F�� BAKERS1501 93301 REVISIONS No. DA TE DESCRIPTION 1 � � O v QC) � � U 3 U N W N + N o + N O N EX TING L 0 K 0.20% 4 - Z.-- --- -- -7 - - -F-O$'-WE -- -- 0.23% - SEE S) IEE T C 9 FOR N7FRS C77ON ADES L422.16' L421.88' z 0 CITY OF BAKERSFIELD, CALIFORNIA J -EXISTING STR ET -EXISTING STR ET EAST PROFILE File Name: T9KI17 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By 37+00 �W I k9.63 am 38+00 05 04 03 05 04 03 Q,pFESS/pN� SEAN � =o �� 3,4Q n REGISTERED �, L ENGINEER C 46803rn I k9.63 am 38+00 05 04 03 05 04 03 471 CONSTRUCT/ON NOTES: ❑1 CONSTRUCT A. C. PAVEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. F2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. 3� CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C. C. TYPE "A " CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). 05 CONSTRUCT P. C. C. SIDEWALK PER COB STD ST -8. MA TCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB STD ST -4. 7❑ CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS S79 PLAN A88A. SEE SHEETS 09 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. ❑9 CONSTRUCT CA TCH BASIN PER SD SHEETS. 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SO & SS SHEETS. 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS 14 ADJUST VA UL T/BOX & COVER TO GRADE, BY OTHERS 15 ADJUST GAS VA VE TO GRADE, BY OTHERS. 16 ADJUST WA TER VA VE TO GRADE, BY OTHERS. 17 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS 18 ADJUST/RELOCA TE PULLBOX, BY OTHERS. 19 ADJUST/RELOCA TE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB S79 ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA 77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS C39 & C40. 23 CONSTRUCT DECORA 77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS C39 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. CURB, GUTTER, & SIDEWALK PLAN & PROFILE STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 2477-1 STREET 0 1 SHEET NO. C16 OF 48 2 3 Q,pFESS/pN� SEAN � =o �� 3,4Q n REGISTERED �, L ENGINEER C 46803rn y� Exp. 6-30-11 CITY OF BAKERSFIELD CIVIC- RFIELD,NCAAVENUETF OF CA��F�� BAKERS1501 93301 REVISIONS No. DA TE DESCRIPTION 1 � � 2 � � 3 � � 471 CONSTRUCT/ON NOTES: ❑1 CONSTRUCT A. C. PAVEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. F2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. 3� CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C. C. TYPE "A " CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). 05 CONSTRUCT P. C. C. SIDEWALK PER COB STD ST -8. MA TCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB STD ST -4. 7❑ CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS S79 PLAN A88A. SEE SHEETS 09 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. ❑9 CONSTRUCT CA TCH BASIN PER SD SHEETS. 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SO & SS SHEETS. 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS 14 ADJUST VA UL T/BOX & COVER TO GRADE, BY OTHERS 15 ADJUST GAS VA VE TO GRADE, BY OTHERS. 16 ADJUST WA TER VA VE TO GRADE, BY OTHERS. 17 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS 18 ADJUST/RELOCA TE PULLBOX, BY OTHERS. 19 ADJUST/RELOCA TE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB S79 ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA 77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS C39 & C40. 23 CONSTRUCT DECORA 77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS C39 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. CURB, GUTTER, & SIDEWALK PLAN & PROFILE STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 2477-1 STREET 0 1 SHEET NO. C16 OF 48 2 3 CL HOR/Z 1 �-20' VERT 1`2' v m U I i 0 0 401 0 N 40 39 39 1-1-1I m 9+00 i W EE SHEET C 0 PLAN 10+00 J3 TRUXTUN/Q STREET INTERSECTION FINISH GRADES J lz�l 00 STATION J 1 37' LI W~ 0 ' LT CL r 2 34' RT [.v. i 42 [ 2 10+64.00 - o Qi o � C42 400.04 400.10 400.04 399.71 - - 5 10+52.00 - - 399.37 399.80 W.V. W.V. 400.11 400.12 399.74 399.35 ov .�W- m n ori •�U� 399.44 rn 399.82 R/W 400.16 m 400.18 400.03 399.89 399.76 399.68 10+31.00 399.77 399.86 L® 400.10 400.22 FO 400.24 400.13 400.02 399.93 400.01 10+20.00 400.01 ® 13 1 400.21 400.29 400.30 400.31 400.23 1 400.16 400.10 400.34 10+09.00 400.43 400.23 400.28 400.34 400.40 400.41 400.42 400.37 400.32 400.28 400.67 O 400.55 400.30 400.34 21 3 5 ^� o 10+00.00 400.52 400.28 400.33 400.40 400.45 400.48 400.45 400.41 400.38 400.35 400.58 9+97.00 400.51 1 400.26 400.31 400.38 - - - 00 400.39 400.37 1 400.61 9+91.00 400.43 400.20 400.25 400.33 400.40 400.41 400.42 400.38 400.35 400.32 400.66 9+80.00 400.16 400.00 400.08 400.18 400.27 z 400.29 400.25 1 400.18 400.13 400.44 9+69.00 399.77 22'f 399.93 400.08 400.21 400.22 400.23 400.13 400.04 399.96 400.11 9+58.00 399.44 399.65 399.80 399.99 400.16 U (n 400.18 400.03 399.91 399.79 399.84 9+48.00 - - 20 399.69T456.04 CONS 400.14 1 400.06 399.76 399.49 - - 9+36.00 I - S I - 1 399.65 1 399.96 1 400.11 -_ - �� 399.66 - - - 8+00 O I 9+00 LL_ ® - -� `'' -xxxAAA 3.009 AT ST CROSS SLOPE 9+00 - - EXIS77 ST? T 8.5 0i 8.5 RT NE CONS UC77 0.3ox U EXIS NG FL - --- -- - F- ---- -0.39% -- ---- - -- _ 0.37_%-0.28%0.729-- ---- J CZ 1 LL - -- 0.27x 0 0z 0� Z� N �W U i W� v _Z LL.I (0.24%) rn m 13 I 0.38 am m NEW LOWLIN -0 23x -6,2= -0 23Z 0.36x ---- - - - - - - - "- - - - - -� 20.`8 -0.20Z > _7 ' - 22 0 FC -- -- -- -- 21 79' 15 I FlF_ Q 0.32% _041Z C3 NEW LOWLIN J -0.20x N Ox Or - - - - - - -- - - - - O Z O Z C6 Z p h trj UO O C7 NLl CSU ) } - - - .32x :i 9+00 i W EE SHEET C 0 PLAN 10+00 NOTES: 1. STATIONING SHOWN IS FROM CENTERLINE OF Q STREET. "+00 2. CENTERUNE TRUXTUN AVE. IS 10+00. 12+00 TRUXTUN/Q STREET INTERSECTION FINISH GRADES 00 STATION 00' LT 49' LT 37' LI 21' LT ' LT CL ' RT Q 34' RT 46' RT 100' LT 10+64.00 - - - 399.78 400.04 400.10 400.04 399.71 - - 5 10+52.00 - - 399.37 399.80 400.10 400.11 400.12 399.74 399.35 ov .�W- - ori •�U� 399.44 oZ �W 399.82 C+ �W 400.16 o0 �W 400.18 400.03 399.89 399.76 399.68 10+31.00 399.77 399.86 399.96 400.10 NOTES: 1. STATIONING SHOWN IS FROM CENTERLINE OF Q STREET. "+00 2. CENTERUNE TRUXTUN AVE. IS 10+00. 12+00 TRUXTUN/Q STREET INTERSECTION FINISH GRADES 00 STATION 00' LT 49' LT 37' LI 21' LT ' LT CL ' RT 1' RT 34' RT 46' RT 100' LT 10+64.00 - - - 399.78 400.04 400.10 400.04 399.71 - - - 10+52.00 - - 399.37 399.80 400.10 400.11 400.12 399.74 399.35 - - 10+42.00 399.44 399.69 399.82 400.03 400.16 400.17 400.18 400.03 399.89 399.76 399.68 10+31.00 399.77 399.86 399.96 400.10 400.22 400.23 400.24 400.13 400.02 399.93 400.01 10+20.00 400.01 400.04 400.12 1 400.21 400.29 400.30 400.31 400.23 1 400.16 400.10 400.34 10+09.00 400.43 400.23 400.28 400.34 400.40 400.41 400.42 400.37 400.32 400.28 400.67 10+03.00 400.55 400.30 400.34 400.39 ^� o 10+00.00 400.52 400.28 400.33 400.40 400.45 400.48 400.45 400.41 400.38 400.35 400.58 9+97.00 400.51 1 400.26 400.31 400.38 - - - 400.41 400.39 400.37 1 400.61 9+91.00 400.43 400.20 400.25 400.33 400.40 400.41 400.42 400.38 400.35 400.32 400.66 9+80.00 400.16 400.00 400.08 400.18 400.27 .400.28 400.29 400.25 1 400.18 400.13 400.44 9+69.00 399.77 399.83 399.93 400.08 400.21 400.22 400.23 400.13 400.04 399.96 400.11 9+58.00 399.44 399.65 399.80 399.99 400.16 400.17 400.18 400.03 399.91 399.79 399.84 9+48.00 - - 1 399.41 399.69T456.04 CONS 400.14 1 400.06 399.76 399.49 - - 9+36.00 I - I - I - 1 399.65 1 399.96 1 400.11 1 399.96 399.66 - - - NOTES: 1. STATIONING SHOWN IS FROM CENTERLINE OF Q STREET. "+00 2. CENTERUNE TRUXTUN AVE. IS 10+00. 12+00 W O Z 40 Ct 40 39 a 39 NORTH PROFILE NOTE: EXISTING STREET PROFILES SHOWN AT 8.5' LEFT & 8.5 RIGHT OF �- 401 400 399 398 00 Z o� oo � al, o OC% C Icz CID o„ O U Oce OQ�_ U o�cD + IoW oZ� N ^� o �°' r, o�'� 3.0 oCRO SLOPEAao o�`a e1*f oWo Q� 00 Q) �Wo AT TA 11+0 ��� oW o AT CRO TA 11 SLOP 0 �� LO o EXIS NG FL KINE ~ 3.00% A T ST CROSS 9+00 SLOPE EXlS77 S1R T 8.5 L T 8.5 L T NE CONS UC770 Q v, Q EX/S NG FL KINEF'_ o o 1 LL_ EXIS NG FL WLINE `'' 3.009 AT ST CROSS SLOPE 9+00 EXIS77 ST? T 8.5 RT 8.5 RT NE CONS UC77 0.3ox U EXIS NG FL - --- -- - 4 ---- -0.39% -- ---- - -- _ 0.37_%-0.28%0.729-- ---- ---- -- 0.27x O ---- -0.15%------ - (0.24%) 0.38x 0.38 am -- NEW LOWLIN -0 23x -6,2= -0 23Z 0.36x ---- - - - - - - - "- - - - - -� 20.`8 -0.20Z - 22 0 ' L= 21 79' -L 0.32% _041Z C3 NEW LOWLIN 0.25x -0.20x 0. Ox (0.24x) - - - - - - - -- - - - - - C;zj (0.22x) - - - .32x Lrs O L=23.59' L= 3.59' L=19.63' L=19. 3' o�W m � + 10 m +m +� +m k W N U QO QO C) uw­), (/)I QO ��i 0o LO h U co Rl V N ai A Z O 'Z' ^� h Q Cl) W O Z 40 Ct 40 39 a 39 NORTH PROFILE NOTE: EXISTING STREET PROFILES SHOWN AT 8.5' LEFT & 8.5 RIGHT OF �- 401 400 399 398 I O CITY OF BAKERSFIELD, CALIFORNIA SOUTH PROFILE File Name: T9K117 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 En gin eer: BM Date: 2/7/11 Checked By 01 00 99 98 eROFESS/ON9 F.� SEAN REGIS RED CIVIL ENGINEER •C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD �P 1501 TRUXTUN A VENUE 9TF CIVIC' BAKERSFIELD, CA 93301 OF CA1-�F REVISIONS No. DA TE DESCRIPTION 1 � � CONSTRUCT/ON NOTES: ❑1 CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. a2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. ❑3 CONSTRUCT P. C. C. TYPE "B n CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C. C. TYPE "A " CURB & GUTTER PER COB STD ST --1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). Q CONSTRUCT P.C. C. SIDEWALK PER COB STD ST -8. MATCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB STD ST -4. ❑7 CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRA NS STD PLAN A88A. SEE SHEETS C39 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. ❑9 CONSTRUCT CATCH BASIN PER SD SHEETS. 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STO ST -21. FiFil CONSTRUCT MANHOLE PER SD & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS 14 ADJUST VA UL T/BOX & COVER TO GRADE, BY OTHERS. 15 ADJUST GAS VA VE TO GRADE, BY OTHERS 16 ADJUST WA TER VA VE TO GRADE, BY OTHERS. 17 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA 77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS C39 & C40. 23 CONSTRUCT DECORA RVE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. :URB, GUTTER, & SIDEWALK 'LAN & PROFILE STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 2477-1 STREET SHEET NO. C17OF48 0 1 2 3 00 Z oo � o o„ Oce o�cD W o Ao r, �"' o�`a Q� o oW o AT CRO TA 11 SLOP 0 �� o+ 1 LL_ EXIS NG FL WLINE `'' 3.009 AT ST CROSS SLOPE 9+00 EXIS77 ST? T 8.5 RT 8.5 RT NE CONS UC77 EXIS NG FL WLINE Z 4 0.27x O -0.15%------ -- ---- -0.45.` 0.43% - - - - -� 20.`8 -0.20Z -L 0.32% _041Z NEW LOWLIN 0.25x -0.20x 0. Ox (0.24x) - - - - - - - -- - - - - - - (0.22x) - - - .32x L=23.59' L= 3.59' L=19.63' L=19. 3' W U 0o LO h U co Rl V N ai A Z O 'Z' ^� h Q Q Q Qzz- aiQ Q Q of of Q ai Q obi I O CITY OF BAKERSFIELD, CALIFORNIA SOUTH PROFILE File Name: T9K117 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 En gin eer: BM Date: 2/7/11 Checked By 01 00 99 98 eROFESS/ON9 F.� SEAN REGIS RED CIVIL ENGINEER •C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD �P 1501 TRUXTUN A VENUE 9TF CIVIC' BAKERSFIELD, CA 93301 OF CA1-�F REVISIONS No. DA TE DESCRIPTION 1 � � CONSTRUCT/ON NOTES: ❑1 CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. a2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. ❑3 CONSTRUCT P. C. C. TYPE "B n CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C. C. TYPE "A " CURB & GUTTER PER COB STD ST --1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). Q CONSTRUCT P.C. C. SIDEWALK PER COB STD ST -8. MATCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB STD ST -4. ❑7 CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRA NS STD PLAN A88A. SEE SHEETS C39 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. ❑9 CONSTRUCT CATCH BASIN PER SD SHEETS. 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STO ST -21. FiFil CONSTRUCT MANHOLE PER SD & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS 14 ADJUST VA UL T/BOX & COVER TO GRADE, BY OTHERS. 15 ADJUST GAS VA VE TO GRADE, BY OTHERS 16 ADJUST WA TER VA VE TO GRADE, BY OTHERS. 17 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA 77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS C39 & C40. 23 CONSTRUCT DECORA RVE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. :URB, GUTTER, & SIDEWALK 'LAN & PROFILE STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 2477-1 STREET SHEET NO. C17OF48 0 1 2 3 j SCAL HDR/Z 1 "20' VERT l!--2' 4G 40 39 39 4G 40 39 39 0 STREET INTERSECTION FINISH GRADES r---------,;0 I J J J N W 7' RT Q OJ 2 WY 2 U� 2 14+04.00 - O N OQ O Ly Q O o; Z 400.07 I m^ 5 � � o C41 0 �; 3 opo ►; 400.35 400.48 400.53 Z 0\ 13+75.00 400.15 I 400.45 oma rnva+)ov 400.52 400.34 400.18 399.99 13+70.00 0 17TH STREET/Q STREET INTERSECTION FINISH GRADES STATION N N �N N W 7' RT Q OJ 2 WY 2 U� 2 14+04.00 - O N OQ O Ly Q O aio Z 400.07 0) o�iUo�im 13+89.00 ac - 17TH STREET/Q STREET INTERSECTION FINISH GRADES STATION N N �N N W 7' RT 21' RT 31' RT 50' LT 14+04.00 - o v o �,o aio Z 17TH STREET/Q STREET INTERSECTION FINISH GRADES STATION 50' LT 31' LT 21' LT 1 7' LT CL 7' RT 21' RT 31' RT 50' LT 14+04.00 - - 400.25 400.42 400.49 400.42 400.07 - - 13+89.00 - - 400.35 400.48 400.53 400.49 400.21 13+75.00 400.15 400.31 400.45 400.53 400.58 400.52 400.34 400.18 399.99 13+70.00 400.11 13+63.00 400.43 400.49 400.53 400.58 400.60 400.54 400.45 400.39 400.27 13+51.00 400.26 400.36 400.45 400.57 400.59 400.53 400.41 400.33 - 13+37.00 - - 400.35 400.55 400.58 400.52 400.37 - - 13+22.00 - - 400.25 1 400.54 1 400.56 1 400.50 400.38 - - I ALuRlv^W NOTES: 1. STA. 13+63 = CENTERLINE OF 17TH STREET FROM 31' RIGHT TO WEST. - _ - R/W 2. STA. 13+70 = CENTERLINE OF 17TH STREET EAST OF 31' RIGHT. 3 - I� 3 O e� �J o -___-_____ _________--- ______--- __ V) 22 1 X NEW C TRA FLED WAY Z Li 1 _ F- F- 11+00 12+00 -� h i4 22-� + - - -I--- 0 17th ST Z b'6 C9 fli � 12 zZ 01: -- Z Z 5 Q) �O �00� 1 O T o�o�i�om oW �L'i �W Z? R/W CURVE TABLE CURVE RADIUS LENGTH rANGENDELT-A7BCR STATION ECR STATION 6A 32.50 1 24.05 1 12.60 42'2337 10+50.71 1 10+74.09 8+00 9+00 10+00 11-f-00 1 �-Lnn NORTH PROFILE CITY OF BAKERSFIELD, CALIFORNIA SOUTH PROFILE PUBLIC WORKS DEPARTMENT File Name: T9Kll7 Drawn: DP Job No.: T9K117 Engineer- BM Date: 2/7/11 Checked By '01 00 99 98 '01 00 99 98 QROFESS/ON -DEAN REGISTERED CI VI GINEER ¢ C 46803 c * Exp. 6-30-11 CITY OF BAKERSFIELD �P 1501 TRUXTUN A VENUE 9TF CIVIC- BAKERSFIELD, CA 93,301 OF CALF REVISIONS No. DA TE DESCRIP TION 1 � i ';;;� �9F/ CONSTRUCT/ON NOTES: 10 CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. ❑2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET Hl & DETAIL 4 ON SHEET C43. Q CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C. C. TYPE "A " CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). 05 CONSTRUCT P.C. C. SIDEWALK PER COB STD ST -8. MATCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB STD ST=4. 07 CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS 09 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. Q CONSTRUCT CATCH BASIN PER SD SHEETS. 10 INSTALL MONUMENT FRAME & CODER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SD & SS SHEETS. 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS. 14 ADJUST VAUL T/BOX & COVER TO GRADE, BY OTHERS. 15 ADJUST GAS VA VE TO GRADE, BY OTHERS 16 ADJUST WA TER VA VE TO GRADE, BY OTHERS. 17 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS. 19 ADJUST/RELOCA TE PULLBOX. F201 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORATIVE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA TI VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS C39 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUCTION (FDR) COLDPLANE & 0.2' AC OVERLAY CONCRETE PA VEMENT CURB, GUTTER., & SIDEWALK PLAN & PROFILE STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 24TH STREET SHEET NO. C18 OF 48 0 1 2 3 R"J 0 S ALE HORl1 l'=20' VFRT 1 "=2, 40 40 40 39 ALLEY PLAN 8+00 9+00 10+00 11+00 12+00 CENTERLINE PROFILE 02 01 00 99 QRpFESS/ONq DEAN CO —521a \ 2 Z REGISTERED "IL ENGINEER Q C 46803 c yF Exp. 6-30-11 CITY OF BAKERSFIELD q CIV1501 A IC- BAKERSFIELD TRUXTUNCAVENUE 93301 TF OF CA1-�F�� REVISIONS No. DA TE DESCRIPTION CONSTRUCT/ON NOTES: 01 CONSTRUCT A.C. PAVEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. ❑2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET Hl & DETAIL 4 ON SHEET C43. Q CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C. C. TYPE "A " CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). ❑5 CONSTRUCT P. C. C. SIDEWALK PER COB STD ST -8. MA TCH EXISTING WHERE APPLICABLE. © CONSTRUCT P.C.C. DRIVEWAY PER COB S 7 ST=4. 07 CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS C39 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. Q CONSTRUCT CA TCH BASIN PER SO SHEETS. 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SD & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS. 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OTHERS 15 ADJUST GAS VA VE TO GRADE, BY OTHERS 16 ADJUST WATER VALVE TO GRADE, BY OTHERS. 17 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA 71 VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA TI VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUCTION (FDR) COLDPLANE & 0.2' AC 0VERLA Y CONCRETE PA VEMENT ALLEY BETWEEN 17TH & 18TH PLAN & PROFILE . 5 -a 5� File Name: T9KI l7 Drawn: DP STREETSCAPE IMPROVEMENTS — 'O' STREET CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM SHEET N0. Date: 2/7111 Checked By. gig TRUXTUN AVE TO 24TH STREET C19 OF 48 0 1 2 3 O � h Ocz o � Q o Q Q Q EXISTI G STR T C °i v- 07 o 0 co�� ``' EXIS NG ALLEY ``' ``' o EX/ TING A LEY z NEW C FLO INE _ Z 4 � ' NE FLO INE -- _ 0.76% — 4 0.21Xnot — NEW MEDIAN CENTERLINE PROFILE 02 01 00 99 QRpFESS/ONq DEAN CO —521a \ 2 Z REGISTERED "IL ENGINEER Q C 46803 c yF Exp. 6-30-11 CITY OF BAKERSFIELD q CIV1501 A IC- BAKERSFIELD TRUXTUNCAVENUE 93301 TF OF CA1-�F�� REVISIONS No. DA TE DESCRIPTION CONSTRUCT/ON NOTES: 01 CONSTRUCT A.C. PAVEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. ❑2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET Hl & DETAIL 4 ON SHEET C43. Q CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C. C. TYPE "A " CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). ❑5 CONSTRUCT P. C. C. SIDEWALK PER COB STD ST -8. MA TCH EXISTING WHERE APPLICABLE. © CONSTRUCT P.C.C. DRIVEWAY PER COB S 7 ST=4. 07 CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS C39 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. Q CONSTRUCT CA TCH BASIN PER SO SHEETS. 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SD & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS. 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OTHERS 15 ADJUST GAS VA VE TO GRADE, BY OTHERS 16 ADJUST WATER VALVE TO GRADE, BY OTHERS. 17 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA 71 VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA TI VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUCTION (FDR) COLDPLANE & 0.2' AC 0VERLA Y CONCRETE PA VEMENT ALLEY BETWEEN 17TH & 18TH PLAN & PROFILE . 5 -a 5� File Name: T9KI l7 Drawn: DP STREETSCAPE IMPROVEMENTS — 'O' STREET CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM SHEET N0. Date: 2/7111 Checked By. gig TRUXTUN AVE TO 24TH STREET C19 OF 48 0 1 2 3 CALF HOR/Z 1"--20_' I INERT l--2' 0 O 0 N 0 0 40A 40; 40( 39(l 40,<" 40) 40( 39c, 8+00 9+00 PLAN 10+00 18TH STREET/Q STREET INTERSECTION FINISH GRADES STATION 50' LT 33' LT �I 7' LT CL 7' RT 21' RT 33' RT 50' RT m - - 400.73 400.97 401.04 v 400.62 - - 17+34.00 - - 3 400.91 400.98 400.91 400.69 - - 17+22.00 400.50 400.61 400.79 400.86 400.93 O 400.74 400.59 400.66 17+10.00 400.90 400.76 400.79 400.85 400.89 v 400.79400.76 400.87 16+98.00 400.69 400.60 400.73 400.80 400.84 400.77 400.64 400.49 400.64 16+86.00 - - 400.66 400.73 400.80 O 400.49 - - 16+69.00 - - 400.57 400.84 400.74 400.67 400.28 - - (Z) Z W Z �. OZ 40A 40; 40( 39(l 40,<" 40) 40( 39c, 8+00 9+00 PLAN 10+00 18TH STREET/Q STREET INTERSECTION FINISH GRADES STATION 50' LT 33' LT 21' LT 7' LT CL 7' RT 21' RT 33' RT 50' RT 17+51.00 - - 400.73 400.97 401.04 400.94 400.62 - - 17+34.00 - - 400.75 400.91 400.98 400.91 400.69 - - 17+22.00 400.50 400.61 400.79 400.86 400.93 400.86 400.74 400.59 400.66 17+10.00 400.90 400.76 400.79 400.85 400.89 400.82 400.79400.76 400.87 16+98.00 400.69 400.60 400.73 400.80 400.84 400.77 400.64 400.49 400.64 16+86.00 - - 400.66 400.73 400.80 400.73 400.49 - - 16+69.00 - - 400.57 400.84 400.74 400.67 400.28 - - IL 1. TA. 17+10 = CENTERLINE 18TH STREET. -- r' I R/W 11+00 8th ST 12+00 12+00 NORTH PROFILE Q) ooQ_ oQ oQ_ o U (z) CA_ Q_ o o� oQ oQ (Z) O� OZ Qs h 0 �� O h U h 0 cp p a� O m +m O O O (:f) O O �! O O Olz O + O + O O 00N o Locn o co c~ Q Q o Q o Q Q EXIS77VG EXIST G STREET C Q Z-Zl- - - - - - O LO �W :z Qlt- Z 0447 - - - - - - - - - - - - - -0.s3% - - - - - - -0.63% -0.82% NEW CONS UCRON NEW CONS UC77ON 0.66% o. % �. -1.00%-'-' -o.a2% 1.12% 0.39% -0.39% 0.65% _ - -- - - ---- - �- - -- - - - _ 0.39% -0.39% 0.65% EXIST VG FLO 4tINE EXIS 7NG FL KINE 1. 29; 0. ss% -o.s lNE -a21% -0.25% a25% WLINE 0 % °% -0.25% 0.25% 0.18% i-) -_-- - _ -- a2o% a20% - - -0.20% 0.30%f -0.30% a209 0.707.) NEW FLOWLI E 1 7 NEW FLOWLINE L= 34.56 L= 34.24 � N~ W O �� ZO O L= ac h U O h c, O O Q O Zp h W W O Q) O ZO O O A U O U O O Q Q- O ZO +U m +CL + LA CL ^ 1 O °p a UUU h �m O� X of of o 0 0 0 pOj o+j of of a0 O N O O O O �d (0 �d of O O O O NORTH PROFILE 0 CITY OF BAKERSFIELD, CALIFORNIA J SOUTH PROFILE File Name: T9KI17 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By IR 102 401 100 399 402 401 400 399 OpFESS/ONq DEAN REGISTERED Cl L ENGINEER C 46803 Exp.6-30-11 y� CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIvi BAKERSFIELD, CA 9,3301 OF CALF REVISIONS No. DA TE DESCRIPTION CONSTRUCT/ON NOTES: Q CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. Q CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET Hl & DETAIL 4 ON SHEET C43 Q CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. T CONSTRUCT P.C.C. TYPE "A" CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.. 0 CONSTRUCT P.C. C. SIDEWALK PER COB STD ST -8. MATCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB SID ST =4. Q CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS C39 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. 0 CONSTRUCT CATCH BASIN PER SO SHEETS 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SO & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OTHERS 15 ADJUST GAS VALVE TO GRADE, BY OTHERS 16 ADJUST WATER VALVE TO GRADE, BY OTHERS. 17 ADJUST/RELOCATE FIRE HYDRANT; BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB SID ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA T1 VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUCTION (FDR) COLDPLANE & 0.2' AC OVERLAY RIP CONCRETE PA VEMENT CURB, GUTTER., & SIDEWALK PLAN & PROFILE STREETSCAPE IMPROVEMENTS - 'C?' STREET TRUXTUN AVE TO 24TH STREET Fm SHEET NO. C20 OF 48 1 2 3 U o OQ Q. O oQ Q_ o o� (Z) O� OZ h\ h 0 Op 0 cp O O m +m p ONW (:f) +oo O 00N Locn co Q oo Q oo Q EXIS77VG STREET f Q Z - - - O LO (0W :z 0447 - - - - - - - - - - - - -0.63% NEW CONS UC77ON -o.a2% o.ss9 _ 0.39% -0.39% 0.65% EXIS77 VG FLO lNE EXIS 7NG FL WLINE 0 % °% a2o% a20% -0.20% 0.30%f -0.30% a209 0.707.) 1 7 NEW FLOWLINE L= 34.67' L= 34.47' W O Q) O ZO O O A U O U O O Q Q- O ZO W ^ 1 a UUU h �m O� Qr)o) �' pOj o+j O+j a0 O N O O O O of ai of O O O O o�::li co tw 0 CITY OF BAKERSFIELD, CALIFORNIA J SOUTH PROFILE File Name: T9KI17 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By IR 102 401 100 399 402 401 400 399 OpFESS/ONq DEAN REGISTERED Cl L ENGINEER C 46803 Exp.6-30-11 y� CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIvi BAKERSFIELD, CA 9,3301 OF CALF REVISIONS No. DA TE DESCRIPTION CONSTRUCT/ON NOTES: Q CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. Q CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET Hl & DETAIL 4 ON SHEET C43 Q CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. T CONSTRUCT P.C.C. TYPE "A" CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.. 0 CONSTRUCT P.C. C. SIDEWALK PER COB STD ST -8. MATCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB SID ST =4. Q CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS C39 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. 0 CONSTRUCT CATCH BASIN PER SO SHEETS 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SO & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OTHERS 15 ADJUST GAS VALVE TO GRADE, BY OTHERS 16 ADJUST WATER VALVE TO GRADE, BY OTHERS. 17 ADJUST/RELOCATE FIRE HYDRANT; BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB SID ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA T1 VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUCTION (FDR) COLDPLANE & 0.2' AC OVERLAY RIP CONCRETE PA VEMENT CURB, GUTTER., & SIDEWALK PLAN & PROFILE STREETSCAPE IMPROVEMENTS - 'C?' STREET TRUXTUN AVE TO 24TH STREET Fm SHEET NO. C20 OF 48 1 2 3 2 AL HOR/Z 1`20' VERT l--2' 40 40 40 39 40 40 40 39 J STREET INTERSECTION FINISH GRADES N N 2�� 2 N N 21' LT �'eQo o2 z ho N N Zz V W d- �m22��mrnWrnm ovc� �n O Inc; � U O e ~ p, (.5 9+00 13 STREET INTERSECTION FINISH GRADES STATION 52' LT 33' LT 21' LT N of e D N N N N W N O N 20+98.00 N j U O e ~ p, (.5 = O J J J J O C) J O J J W 401.14 o o N N N N cli N Z Lo �s IN o e W o W 401.12 401.20 2 2 2 Z N 401.55 401.48 401.32 U 0 oc�, OC 401.50 401.56 401.63 401.70 -0 vJ W Q) o m o m o W o v ± 401.56 401.51 20+49.00 401.06 401.23 401.29 401.54 9- 0 o LO N w SI-IffTS11. C112& 13 PLAN 10+00 22 5 C41 O � ^ �+ 0 Ln x 19th S T z Ld 00 12+00 F - O V) z z OO _--- _----.._._----...W - 1� W � ^ RAW -- - 19TH STREET/Q STREET INTERSECTION FINISH GRADES STATION 52' LT 33' LT 21' LT N of N NZqK D N N N N W N O N 20+98.00 N °O U O rn p, (.5 = - - 20+81.00 - W 401.14 o o \ m om o W o W 5 C41 O � ^ �+ 0 Ln x 19th S T z Ld 00 12+00 F - O V) z z OO _--- _----.._._----...W - 1� W � ^ RAW -- - 19TH STREET/Q STREET INTERSECTION FINISH GRADES STATION 52' LT 33' LT 21' LT 7' LT CL 7' RT 21' RT 33' RT 52' RT 20+98.00 - - 400.95 401.13 401.20 401.27 401.10 - - 20+81.00 - - 401.14 401.34 401.41 401.34 401.18 20+69.00 401.12 401.20 401.26 401.48 401.55 401.48 401.32 401.25 401.10 20+56.00 401.40 401.50 401.56 401.63 401.70 401.63 401.59 401.56 401.51 20+49.00 401.06 401.23 401.29 401.54 401.61 401.54 401.36 401.27 401.11 20+32.00 - - 401.20 401.45 401.52 401.45 401.30 - - 20+15.00 - - 401.18 401.47 401.40 401.33 401.19 - - 1 .STA. 20+56 = CENTERLINE 19TH STREET. 11+00 12+00 NORTH PROFILE 00 N oe Q O oQL C5 O Q, O Q. O QL on C) OQ- Q) 7;< O 00 m LO o J o r EXIS NGS EETC EXIS NGS EETC e� o� O "� o� ^(Z)LO A oQ A o� W W o EXIS NG FL KINEo Z (0LO NG FL KINE LOc �' ;C �`' NEW c i C c i n c~n < i ``' -:ZEXl ``' � z z TRU noN CONSTRUCTION nNG FL KINE EXISnNG FL WLINE TCONS z z _ -0.249 _ -0.350 0.619 -0.4290 -0. 39 0.619 0.239 -0 39 0.239 - 4 0.309 -0.3 0.329 -0.32 e 0.609 0.6 -0 669 -066rl - - - ---- - - -- -- --( 0.249) --- ---- -0.20% 0.309 --- - -- - -0.419- -0.239 0.279 L279) _- ---- - ------ NEW FLP KINE -- - - 4 0209 _- - - - -- - 0.169' 4 `- - L= 34.54' L= 34.56' NEW FLOWLINE W oW Q- oa L= 34.55' 3 o 34.84' o CN cv �1� e o ao m <t CSV cs v Rl tx �� m 1�tlkD �t hU comm VW hV h �o 0 foo Qo o �o i7 o �o 0o Q Qo Qoo I, e mm h U cic � LOU OIN Q) <I h\ O mal UW �N- (r)a� NORTH PROFILE 02 01 00 99 02 01 00 99 o:OFESS/ONq / XDEAN R �. y REGISTERED 11/IL ENGINEERC 46803 rn rn * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE9TF CIVIC- BAKERSFIELD, CA 93301 OF CA1-�F REV/S/ONS No. DA TE DESCRIPTION 1 � � CONSTRUCT/ON NOTES: ❑1 CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. �2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. 3❑ CONSTRUCT P.C.C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P. C. C. TYPE "A " CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (S/M.). Q5 CONSTRUCT P. C. C. SIDEWALK PER COB STD ST -8. MA TCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB STD ST -4. Q CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS 09 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. 0 CONSTRUCT CA TCH BASIN PER SO SHEETS. 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SD & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS. 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OTHERS. 15 ADJUST GAS VALVE TO GRADE, BY OTHERS 16 ADJUST WA TER VA VE TO GRADE, BY OTHERS 17 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA RVE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA TT VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUCTION (FDR) COLDPLANE & 0.2' AC 0VERLA Y CONCRETE PA VEMENT SOUTH PROFILE CURB., GUTTER., & SIDEWALK PLAN & PROFILE 5_ File Name: T9K117 Drawn: DP CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM STREETSCAPE IMPROVEMENTS - 'O' STREET SHEET N0. Date: 2/7/11 Checked By TRUXTUN AVE TO 24TH STREET C22 OF 48 0 1 2 3 O O e O O O N Q O LO o J o r V EXIS NGS EETC e� o� o o� A oQ A o� W o Z EXIS NG FL KINE �' �`' c i C NEW c~n < i ``' � z CONSTRUCTION EXISnNG FL WLINE z _ -0.35%' 0.619 -0.429 -0 39 0.239 - 4 0.609 0.6 -0 669 -066rl -- - -- ---- --- - -- - -0.419- -- - -0.309 0209 _- - - - -- - 0.169' 4 `- - NEW FLOWLINE L= 34.55' L= 34.84' 3 mm h U cic � LOU OIN Q) <I h\ O mal UW N O of O m Q) + O O O ►� o o� o o Q o ►� _ o � o e ►� eo eoo eoQ 02 01 00 99 02 01 00 99 o:OFESS/ONq / XDEAN R �. y REGISTERED 11/IL ENGINEERC 46803 rn rn * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE9TF CIVIC- BAKERSFIELD, CA 93301 OF CA1-�F REV/S/ONS No. DA TE DESCRIPTION 1 � � CONSTRUCT/ON NOTES: ❑1 CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. �2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. 3❑ CONSTRUCT P.C.C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P. C. C. TYPE "A " CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (S/M.). Q5 CONSTRUCT P. C. C. SIDEWALK PER COB STD ST -8. MA TCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB STD ST -4. Q CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS 09 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. 0 CONSTRUCT CA TCH BASIN PER SO SHEETS. 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SD & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS. 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OTHERS. 15 ADJUST GAS VALVE TO GRADE, BY OTHERS 16 ADJUST WA TER VA VE TO GRADE, BY OTHERS 17 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA RVE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA TT VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUCTION (FDR) COLDPLANE & 0.2' AC 0VERLA Y CONCRETE PA VEMENT SOUTH PROFILE CURB., GUTTER., & SIDEWALK PLAN & PROFILE 5_ File Name: T9K117 Drawn: DP CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM STREETSCAPE IMPROVEMENTS - 'O' STREET SHEET N0. Date: 2/7/11 Checked By TRUXTUN AVE TO 24TH STREET C22 OF 48 0 1 2 3 cul SCALE HOR/Z 1 "=20' VERT 1n-- 2' 40 40 40 40 PLAN 8+00 9+00 10+00 11+00 12+00 0 0 hn ONO p h N o~ Q Q EXIST/ G STR T V- o �, EXI 77NG ALLEY Q �o ~ EXIS77NG GR DE NEW C FLO LINE --� o 0.27?' NEW EDIAN 4 CENTERLINE PROFILE 03 02 01 00 REGISTERED CIVIL EN GI NEER QRpFESS/ON SEAN Ry�� FSG' Cl) Lu ¢ c m C 46803 y� Exp. 6-30-11 CITY OF BAKERSFIELD �P CjUI� 1501 TRUXTUN AVENUE qTF O�� BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE I DESCRIPTION 171 / / 271 / / CONSTRUCT/ON NOTES: M CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. Q2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. Q CONSTRUCT P.C.C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C.C. TYPE "A" CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C.C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). Q CONSTRUCT P.C.C. SIDEWALK PER COB STD ST -8. MATCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB STD ST -4. a7 CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS C39 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. Q CONSTRUCT CATCH BASIN PER SD SHEETS. 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. Fill CONSTRUCT MANHOLE PER SD & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. El ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OTHERS 15 ADJUST GAS VALVE TO GRADE, BY OTHERS. 16 ADJUST WA TER VA VE TO GRADE, BY OTHERS 17 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS. 18 ADJUST/RELOCATE PUL LBOX, BY OTHERS. 19 ADJUST/RELOCA TE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA 77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA 77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUCTION (FDR) COLDPLANE & 0.2' AC OVERLAY I ( ��. CONCRE7F PA VEMENT 11 ALLEYBETWEEN 19TH & 20TH PLAN & PROFILE File Name: T9K117 Drawn: DP STREETSCAPE IMPROVEMENTS - 'O' STREET AKERSFIELD. CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 checked By TRUXTUN AVE TO 24TH STREET SHEET N0. C23 OF 48 0 1 2 3 0 N .• QRpFESSIONv --., - - _-_..-....... - _ ��0 � SEAN R9� <1 III IS E HE T IC1 � �� -j � � ���� �, �o 8+00 -+- + STREET INTERSECTION FINISH GRADES V) O STATION 47' LT 3h 21' LT 7' LT CL 7' RT 21' RT 33' RT 47' RT 24+45.00 - - 401.33 Z LL. 401.64 401.71 401.37 - jLv o NQ 5 24+31.00 - 401.15 401.41 401.67 401.73 23 401.44 401.11 - Wkca 21.00N C41 N OZ 401.43 401.58 401.73 3 401.83 401.59 401.43 o C41 o W 24+03.00 401.95 401.70 W Z s o 0 401.85 00 401.70 401.87 23+89.00 401.42 +Ws +mo� 401.52 401.84 401.82 401.75 401.51 401.39 401.38 23+76.00 oz 401.05 ® O a 401.74 401.67 401.43 23 - 23+62.00 - - 401.37 1 401.73 1 401.66 1 401.59 401.34 - - v 8+00 -+- + 40 40 40 40 40 40 40 40 11\-4 - R/W -- -- - 20TH ST 12+00 + - - -� - -- R/W -- -- - 20TH STREET/Q STREET INTERSECTION FINISH GRADES V) O STATION 47' LT 33' LT 21' LT 7' LT CL 7' RT 21' RT 33' RT 47' RT 24+45.00 - - 401.33 Z LL. 401.64 401.71 401.37 - - 24+31.00 - 401.15 401.41 401.67 401.73 23 401.44 401.11 - 24+17.00 OZ 401.43 401.58 401.73 3 401.83 401.59 401.43 401.45 24+03.00 401.95 401.70 401.76 401.85 401.90 401.85 00 401.70 401.87 23+89.00 401.42 401.38 401.52 401.84 401.82 401.75 401.51 401.39 401.38 23+76.00 - 401.05 ® O a 401.74 401.67 401.43 23 - 23+62.00 - - 401.37 1 401.73 1 401.66 1 401.59 401.34 - - v RAW .-� I W 66k I tx W OOOJ Opv O N W NW o rn a o W o Q W o h� o o 0) rnm� �m CAL HOR/Z 1 n 20' EXIS RNG FL C KINE SE SHE ZEX/S C13 ZZ VER T1=2 co CO 7NG FL 6 WLINE 40 40 40 40 40 40 40 40 11\-4 - R/W -- -- - 20TH ST 12+00 + - - -� - -- R/W -- -- - 20TH STREET/Q STREET INTERSECTION FINISH GRADES 1501 TRUXTUN AVENUE F STATION 47' LT 33' LT 21' LT 7' LT CL 7' RT 21' RT 33' RT 47' RT 24+45.00 - - 401.33 401.57 401.64 401.71 401.37 - - 24+31.00 - 401.15 401.41 401.67 401.73 401.78 401.44 401.11 - 24+17.00 401.53 401.43 401.58 401.73 401.82 401.83 401.59 401.43 401.45 24+03.00 401.95 401.70 401.76 401.85 401.90 401.85 401.76 401.70 401.87 23+89.00 401.42 401.38 401.52 401.84 401.82 401.75 401.51 401.39 401.38 23+76.00 - 401.05 401.43 401.77 401.74 401.67 401.43 401.07 - 23+62.00 - - 401.37 1 401.73 1 401.66 1 401.59 401.34 - - PLAN 1. STA. 24+03 = CENTERLINE 20TH STREET. 8+00 9+00 '10+00 11+00 12+ OC NORTH PROFILE * Exp. 6-30-11 CITY OF BAKERSFIELD qT CIVI�`z- 1501 TRUXTUN AVENUE F BAKERSFIELD, CA 93307 OF CA1-SFO REVISIONS No. DA TE DESCRIPTION 1 � � RF,--t, Q- o o� o o o o i � 66k W N W NW o rn o o o EXIS RNG FL C KINE ZEX/S ZZ co CO 7NG FL 6 WLINE 4 EXIS NG FL WLINE oEX/S z NEW ONSTR CRON z z NG FL WLINE --_ -1.80% ISTTNG STREET225% NEW ONSTR CRON - - - - - - - -_ -1. 8% -1.8010(STING 0.61% -0.61% 1.21% - 225% - - - - - - -� -1767. 0.61% -0.61% 1.21% - 4 20�, ) NEW FLOWLINE (0-50-W) (0.30%) -0.2 -0. % -0 0% -0 20% - - NEW FLOWLINE 4 = 22. 3' L=12199' 0. _ 4 ^� 21. 9' 7L=2 17' U 4 U r7 m ") vo tt vim V of alk N Op I� +Q3 h �,, O 1-1 O o a, a, o Cd a � Q) Q3 cl� rn Q O O O~ OAC Q O Q Q Q Q ^ Q O NORTH PROFILE CITY OF BAKERSFIEL SOUTH PROFILE File Name: T9K117 Drawn: DP D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 En gin eer: BM Date: 2/7/11 Checked By ?sjj� 03 02 0% 00 03 02 01 00 REGISTERED I VI ENGINEER C 46803 � * Exp. 6-30-11 CITY OF BAKERSFIELD qT CIVI�`z- 1501 TRUXTUN AVENUE F BAKERSFIELD, CA 93307 OF CA1-SFO REVISIONS No. DA TE DESCRIPTION 1 � � o o o o W NW o rn o o o ZZ CO EXIS NG FL WLINE oEX/S z z NG FL WLINE NEW ONSTR CRON - -_ -1.8010(STING STREE 225% - - - - - - -� -1767. 0.61% -0.61% 1.21% - NEW FLOWLINE 4 0. _ L- 21. 9' 7L=2 17' 4 O �,, O 1-1 O o a, a, o Cd a � Q) rn Q O O O~ OAC Q O Q Q Q Q ^ Q O CITY OF BAKERSFIEL SOUTH PROFILE File Name: T9K117 Drawn: DP D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 En gin eer: BM Date: 2/7/11 Checked By ?sjj� 03 02 0% 00 03 02 01 00 REGISTERED I VI ENGINEER C 46803 � * Exp. 6-30-11 CITY OF BAKERSFIELD qT CIVI�`z- 1501 TRUXTUN AVENUE F BAKERSFIELD, CA 93307 OF CA1-SFO REVISIONS No. DA TE DESCRIPTION 1 � � CONSTRUCT/ON NOTES: Q1 CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. Q2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. �3 CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P. CC TYPE "A" CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P. C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). Q CONSTRUCT P.C. C. SIDEWALK PER COB STD ST -8. MATCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB SID ST 4. 70 CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS 09 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. Q CONSTRUCT CATCH BASIN PER SO SHEETS 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SD & SS SHEETS. 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OTHERS. 15 ADJUST GAS VA VE TO GRADE, BY OTHERS 16 ADJUST WATER VALVE TO GRADE, BY OTHERS 17 ADJUST/RELOCATE FIRE HYDRANT BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS 19 ADJUST/RELOCA TE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORATIVE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. CURB, GUTTER., & SIDEWALK PLAN & PROFILE STREETSCAPE IMPROVEMENTS - 'Q' STREET TRUXTUN AVE TO 24TH STREET SHEET NO. C24 OF 48 0 1 2 3 P ON 40 40 40 40 40 40 40 40 9+00 I ESHETC1 STREET INTERSECTION FINISH GRADES STATION 50' LT CN 21' LT I �+ �Q cz� �lc 33' RT 50' RT r ♦_ V, ------------- 401.48 401.80 Q) 401.92 J J J j F_ 27+76.00 - - ' X 401.89 21st ST J3 401.81 - - 27+62.00 401.86 zw N N � 4 2 2 2 p Z 401.98 402.05 20Lf) Lr)12+00 401.82 401.76 27+50.00 o ocl- ova C42 LO 402.16 402.26 402.30 402.26 402.19 1 402.13 402.14 0 J� i EESEi C14' PLAN 10+00 m 22 �m 21ST STREET/Q STREET INTERSECTION FINISH GRADES STATION 50' LT CN 21' LT I �+ �Q cz� �lc 33' RT 50' RT r � ------------- 401.48 401.80 Q) 401.92 401.72 F_ 27+76.00 - - ' X 401.89 21st ST 401.94 401.81 - - 27+62.00 401.86 zw 401.89 401.98 402.05 20Lf) Lr)12+00 401.82 401.76 27+50.00 CO LO 402.16 402.26 402.30 402.26 402.19 1 402.13 402.14 27+38.00 401.91 401.93 401.98 �L 402.20 402.14 401.95 401.88 401.78 27+24.00 - - 0O 402.14 402.15 402.09 O - - 27+08.00 - -0-0---- - - ----.----____--- 402.02 401.71 - - a p 1 L Z__ ui 8✓w NOTES: RELOCATE BEST GATE TO EAST DRIVEWAY 21ST STREET/Q STREET INTERSECTION FINISH GRADES STATION 50' LT N 21' LT N � 0 �Q cz� �lc 33' RT 50' RT 27+91.00 � W W 401.48 401.80 21ST STREET/Q STREET INTERSECTION FINISH GRADES STATION 50' LT 33' LT 21' LT 7' LT CL 7' RT 21' RT 33' RT 50' RT 27+91.00 - - 401.48 401.80 Q) 401.92 401.72 - - 27+76.00 - - 401.69 401.89 401.96 401.94 401.81 - - 27+62.00 401.86 401.80 401.89 401.98 402.05 401.97 401.89 401.82 401.76 27+50.00 402.27 402.09 402.16 402.26 402.30 402.26 402.19 1 402.13 402.14 27+38.00 401.91 401.93 401.98 402.14 402.20 402.14 401.95 401.88 401.78 27+24.00 - - 401.96 402.14 402.15 402.09 401.79 - - 27+08.00 - - 401.94 402.14 402.02 401.71 - - 1. STA. 27+50 = CENTERLINE 21ST STREET. 11+00 12+06 NORTH PROFILE o ' o�� oc' Q) ooc� c_ ooc_ oo T Q3 � h rn� �o rn o0 �o o+oo rno rno rn o0 0 00 0� 0 00 0 �oW NNW Lo o EXIS NG FL WLINE (' ' /NG `'' " ``' EXIS NG FL KINE(' F-fEXIS EW C NST. S7R ET f EXIS TNG (0 (.0 o E XIS77PfG FLO INE ZZ: - -' --- - - -0.41% 0.647o -0.52 0 r -f EW C NST. S7R ET O o EXlS11 F40 KINE - - '- - - - - -0.41% - 0.64% -0.52 0 0.06% 0.26% 74�_ - - -1.06 -- --- - - --` -- -- -- `- -- ---- -- -- -- __ - _ 4 (-a 40%) - - - -- -- ---- e -- (- 0.40%) - -- - -0.39% 0.20% 67X -a67% -0. % � - - - _030 % 0.20% -0.26% 0.20%) -. L= 5.81' L=15.61' NEW LOWLIN L= X.42' 4 oZo oQ o 0 0 0 0 0 L= 31.54' NEW I LOWLIN L 15.73' L=1 73' �~ Q �o I <l ANO V V h V ap O W + m � ! + c3 W N Q p �CL Zp O Q 00 Z) 00 O o+i v O O Q �� (0 N* co d <r cn cn �`- NORTH PROFILE CITY OF BAKERSFIELD, CALIFORNIA SOUTH PROFILE File Name: T9K117 PUBLIC WORKS DEPARTMENT Job No.: T9K117 Date: 2/7/11 03 02 01 00 03 02 '01 00 QgpF ESS / 0/v SEAN P REGIST RED CI V` IL ENGINEER ¢ C 46803 c y� Exp. 6-30-11 yF CITY OF BA KERSFI EL D1501 ENUEq CIVIL BAKERSFIELD,NCAV 93301 TF OF CA1-\F REVISIONS No. DA TE DESCRIP TION 1 � � CONSTRUCT/ON NOTES: ❑1 CONSTRUCT A. C. PA VEMENT PER TYPICAL SEC77ONS ON SHEETS C41 & C42. Q2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. 0 CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C.C. TYPE "A" CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). ❑5 CONSTRUCT P.C. C. SIDEWALK PER COB STD ST -8. MA TCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEW4 Y PER COB STD ST =4. 7❑ CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS 09 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. 0 CONSTRUCT CATCH BASIN PER SD SHEETS. 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SD & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS. 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OWNERS 15 ADJUST GAS VALVE TO GRADE, BY OTHERS 16 ADJUST WA TER VA VE TO GRADE, BY OTHERS. 17 ADJUST/RELOCATE FIRE HYDRANT BY OTHERS 18 ADJUST/RELOCATE PUL LBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA 77 VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS C39 & C40. 23 CONSTRUCT DECORA 77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUC77ON (FDR) COLDPLANE & 0.2' AC OVERLAY a.. '' CONCRE7E PA VEMENT CURB, GUTTER, & SIDEWALK PLAN & PROFILE Drawn: DP STREETSCAPE IMPROVEMENTS - 'O' STREET SHEET NO. Engineer: BM C26 OF 48 Checked By CCA TRUXTUN AVE TO 24TH STREET 0 1 2 3 o� o T oma' o oQ_ o" Li h V h N �o rno rno rn o0 0 00 0� �oW Lo EXIS NG FL WLINE c'' /NG F-fEXIS EW C NST. S7R ET f o E XIS77PfG FLO INE - -' --- - - -0.41% 0.647o -0.52 0 0.067o 0.26% O - -- --- - -- --` -- -- - ---- - _ __ _ (-a 40%) 0400 e a2o% -0. % � - - - _030 % 0.20% -0.26% 0.20%) L= 31.54' NEW I LOWLIN L 15.73' L=1 73' N Q p �CL Zp O Q 00 Z) 00 O v O O Q r -z ►7 I <h V U h V qp cp t� lV cv + m O V O W c1 V_ LO co ct CITY OF BAKERSFIELD, CALIFORNIA SOUTH PROFILE File Name: T9K117 PUBLIC WORKS DEPARTMENT Job No.: T9K117 Date: 2/7/11 03 02 01 00 03 02 '01 00 QgpF ESS / 0/v SEAN P REGIST RED CI V` IL ENGINEER ¢ C 46803 c y� Exp. 6-30-11 yF CITY OF BA KERSFI EL D1501 ENUEq CIVIL BAKERSFIELD,NCAV 93301 TF OF CA1-\F REVISIONS No. DA TE DESCRIP TION 1 � � CONSTRUCT/ON NOTES: ❑1 CONSTRUCT A. C. PA VEMENT PER TYPICAL SEC77ONS ON SHEETS C41 & C42. Q2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. 0 CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C.C. TYPE "A" CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). ❑5 CONSTRUCT P.C. C. SIDEWALK PER COB STD ST -8. MA TCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEW4 Y PER COB STD ST =4. 7❑ CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS 09 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. 0 CONSTRUCT CATCH BASIN PER SD SHEETS. 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SD & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS. 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OWNERS 15 ADJUST GAS VALVE TO GRADE, BY OTHERS 16 ADJUST WA TER VA VE TO GRADE, BY OTHERS. 17 ADJUST/RELOCATE FIRE HYDRANT BY OTHERS 18 ADJUST/RELOCATE PUL LBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST -2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA 77 VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS C39 & C40. 23 CONSTRUCT DECORA 77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUC77ON (FDR) COLDPLANE & 0.2' AC OVERLAY a.. '' CONCRE7E PA VEMENT CURB, GUTTER, & SIDEWALK PLAN & PROFILE Drawn: DP STREETSCAPE IMPROVEMENTS - 'O' STREET SHEET NO. Engineer: BM C26 OF 48 Checked By CCA TRUXTUN AVE TO 24TH STREET 0 1 2 3 CA E HDR/Z 1 "=20' INERT 1 "=2' 40 40 40 40 ALLEY opo co <z V)~ N O Z U- O Z U O U Z 0 W m PLAN I f c� c� co � N L�4jm� i Em" 8+00 9+00 10+00 11+00 12+00 1nz o ZZ) Q) �oc �oNi h to N oh o0� L5LO c,, EXlS77 G STREET 0 0 � o o EXIS NG LOWLI EXI 77NG C FLOWLI E + Z � FLO lNE NEW LO lNE Q o `- -- 0.759 - - -0.87. v— NEW EDIAN 4 CENTERLINE PROFILE 03 02 01 00 QRpFESS/ON � DEAN �� F CO9 9�3f REGIS T RED l VlL ENGINEER o C 46803 yF Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93301 OF CAO - REVISIONS No. DA TE DESCRIPTION CONSTRUCT/ON NOTES: Q CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. Q2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. 0 CONSTRUCT P.C.C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C. C. TYPE "A" CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). 0 CONSTRUCT P. C. C. SIDEWALK PER COB SWD ST -8. MA TCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB STD ST -4. Q7 CONSTRUCT CASE 'A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS C39 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. ❑9 CONSTRUCT CATCH BASIN PER SD SHEETS. 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SD & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS. 14 ADJUST VAUL T/BOX & COVER TO GRADE, BY OTHERS 15 ADJUST GAS VA VE TO GRADE, BY OTHERS. 16 ADJUST WATER VALVE TO GRADE, BY OWNERS. 17 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST =2. 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA 77 VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA 77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUC77ON (FDR) COLDPLANE & 0.2' AC OVERLAY CONCRETE PAVEMENT ALLEY BETWEEN 21ST & 22ND PLAN & PROFILE File Name: T9KI17 Drawn: OP CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9KI9K117 Engineer:BM STREETSCAPE IMPROVEMENTS - 'O' STREET Date: 2/7/11 Checked By lzts TRUXTUN AVE TO 24TH STREET 0 15 ?X SHEET N0. C27 OF 48 1 2 3 8+00 Rpd SAL HOR/Z 1 "=20' VERT 1-9 2p W v 8+00 m -----._...-._ - _- - -_ --. `_----..._...._..........� IR 9 1A 9+00 J 22ND STREET J I N J N O Qj Qj hz� O 2 21' LT 402.01 o2 `' oZ 21' RT 402.12 o+om�i 47' RT - rnm Q o 9+00 J 22ND STREET J I N J N O Qj Qj 2 O 2 21' LT 402.01 o2 `' o - 21' RT 402.12 C15 �Q 3 S ET C15 PLAN 10+00 IN 22ND STREET 2 � o2 Q z GRADES o W N O Qj Qj 5 37' LT - 31' LT 401.83 21' LT 402.01 LD C41 7' RT 402.41 21' RT 402.12 33' RT 47' RT - 31+24.00 Q o - - 401.81 N J N Y • 402.40 402.42 402.16 O O OQ O 3 o� ova Q) - V 402.43 401.87 �`' I O m O X110 Z 401.78 402.03 402.38 402.45 O 402.31 402.20 402.22 30+96.001 402.85 __ R/W 401.58 401.84 -- 402.43 402.50 -77/ 402.38 402.34 1 402.48 30+82.00 c�J 401.81 401.55 401.72 -------._._._.__ 402.39 402.42 402.35 402.26 402.17 402.18 30+68.00 - - - 401.70 � 402.32 402.34 402.27 402.11 401.91 - lul - - - 401.67 401.94 402.33 402.26 VO)� 402.06 - - zX 22nd S T OW Z <1 F- O 11+00 - �-- -LO � 12+00 + - - --I--- - - O O O ^Q+ Id- S 23 Z O W U Z O O1zN ^E Zm G � LQl0Q% IN 22ND STREET 2 � o2 Q z GRADES o DEAN Rqq F2 W N O Qj Qj 43' LT - 37' LT - 31' LT 401.83 21' LT 402.01 7' LT 402.27 CL 402.35 7' RT 402.41 21' RT 402.12 33' RT 47' RT - 31+24.00 Q o - - 401.81 402.02 W 402.40 402.42 402.16 IN LY 12 1 CJ: 1. STA. 30+96 = CENTERLINE 22ND STREET. 2. 12' WIDE COMMERCIAL CROSS GUTTER IS CONSTRUCTED BETWEEN 43' LT & 31' LT. 11+00 12+00 22ND STREET Q STREET INTERSECTION FINISH GRADES o DEAN Rqq F2 STATION 31+37.00 100' LT - 43' LT - 37' LT - 31' LT 401.83 21' LT 402.01 7' LT 402.27 CL 402.35 7' RT 402.41 21' RT 402.12 33' RT 47' RT - 31+24.00 - - - 401.81 402.02 402.32 402.40 402.42 402.16 401.83 - 31 +10.00 402.43 401.87 401.60 401.78 402.03 402.38 402.45 402.42 402.31 402.20 402.22 30+96.001 402.85 401.84 401.58 401.84 402.03 402.43 402.50 402.43 402.38 402.34 1 402.48 30+82.00 402.94 401.81 401.55 401.72 402.00 402.39 402.42 402.35 402.26 402.17 402.18 30+68.00 - - - 401.70 401.98 402.32 402.34 402.27 402.11 401.91 - 30+55.00 - - - 401.67 401.94 402.33 402.26 402.19 402.06 - - Z LY 12 1 CJ: 1. STA. 30+96 = CENTERLINE 22ND STREET. 2. 12' WIDE COMMERCIAL CROSS GUTTER IS CONSTRUCTED BETWEEN 43' LT & 31' LT. 11+00 12+00 m v W 40 i 40 401 O' I NORTH PROFILE i QROFESS/ONl o DEAN Rqq F2 REGIST RED Cl VIL ENGINEER Q C 46803 c Exp. 6-30-11 ��h "z- 1501 TRUXTUN A VENUE 9TF CIVIL O�� OF BAKERSFIELD, CA 93301 CAO REVISIONS No. k Q) i1 Q) o� 2T Q_ oo Q QL 0 0 oo k o oo � o f Q N W Zoo ^ of O (Z' N N Cr Z <1 pp O^L O O O ^Q+ Id- C7 O1zN ^E Zm LQl0Q% 405m - - - /STNG TREE C EA ISTING STREET C /-ST / G- F LO LNE FLO LINE -- __-O _O^Q -� 48% oQ^Q�) 0. 201T. - - - _ - - EXISTING FLO LINE -s0% 4 O EXIS7T G FLO LINE -� >>% EW C IL �• �o% _-- -o• �% - - --EX - y; 0.20% _ -- - - -0.95X N 401 "--NEW L=12.99 L=0.99'� 0.73% O _ _ 0 0 �mW�W p� CJ O O �m O CZ O lZ O (` EW CCIVSTRU077ON + •�_ + + 0 �m 0oo N 0 25%4 ^Z QOQ h TT22. (0v- LiQ) V-(0 3' NEW F OWLINE L= 2199' o _Z30 + + 00 QW8� -lay AQ- co Qo `° eo to Qo 1� Q`; ^i � QA QOQ Qn Qi ,. m v W 40 i 40 401 O' I NORTH PROFILE SOUTH PROFILE File Name: T9K117 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By 03 02 01 03 02 '01 i QROFESS/ONl o DEAN Rqq F2 REGIST RED Cl VIL ENGINEER Q C 46803 c Exp. 6-30-11 CITY OF BAKERSFIELD "z- 1501 TRUXTUN A VENUE 9TF CIVIL O�� OF BAKERSFIELD, CA 93301 CAO REVISIONS No. DA TE DESCRIPTION i1 i i 2T Q QL 0 0 oo k o oo � o f Q N o o Cr Z <1 pp O^L O O O ^Q+ C7 ^E Zm LQl0Q% - - - /STNG TREE C /-ST / G- F LO LNE FLO LINE -- __-O _O^Q -� 48% oQ^Q�) 0. 201T. -s0% EW C AIS TRU T ION - - --EX - -0.95X "--NEW L=12.99 L=0.99'� O 0 0 �mW�W p� CJ O O �m O CZ O lZ O (` + •�_ + + 0 �m 0oo 0 0 ^Z QOQ h (0v- LiQ) V-(0 SOUTH PROFILE File Name: T9K117 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By 03 02 01 03 02 '01 CONSTRUCT/ON NOTES: 01 CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. �2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. Q CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. i 3A CONSTRUCT P. C. C. TYPE "A " CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). Q CONSTRUCT P.C. C. SIDEWALK PER COB STD ST -8. MA TCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB STD ST 4. 70 CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS 09 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. 0 CONSTRUCT CATCH BASIN PER SO SHEETS 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SO & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 15 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS. 14 ADJUST VA UL T/BOX & COVER TO GRADE, BY OTHERS. 15 ADJUST GAS VA VE TO GRADE, BY OTHERS. 16 ADJUST WA TER VA VE TO GRADE, BY OTHERS 17 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS. 18 ADJUST/RELOCA TE PULLBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST -2 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA T/ VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA 77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. CURB, GUTTER, & SIDEWALK PLAN & PROFILE STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 247H STREET . S--0?5� SHEET NO. C28 OF 48 0 i QROFESS/ONl o DEAN Rqq F2 REGIST RED Cl VIL ENGINEER Q C 46803 c Exp. 6-30-11 CITY OF BAKERSFIELD "z- 1501 TRUXTUN A VENUE 9TF CIVIL O�� OF BAKERSFIELD, CA 93301 CAO REVISIONS No. DA TE DESCRIPTION i1 i i 2T CONSTRUCT/ON NOTES: 01 CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. �2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET H1 & DETAIL 4 ON SHEET C43. Q CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. i 3A CONSTRUCT P. C. C. TYPE "A " CURB & GUTTER PER COB STD ST -1. ® CONSTRUCT P.C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). Q CONSTRUCT P.C. C. SIDEWALK PER COB STD ST -8. MA TCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB STD ST 4. 70 CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS 09 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. 0 CONSTRUCT CATCH BASIN PER SO SHEETS 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 11 CONSTRUCT MANHOLE PER SO & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 15 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS. 14 ADJUST VA UL T/BOX & COVER TO GRADE, BY OTHERS. 15 ADJUST GAS VA VE TO GRADE, BY OTHERS. 16 ADJUST WA TER VA VE TO GRADE, BY OTHERS 17 ADJUST/RELOCATE FIRE HYDRANT, BY OTHERS. 18 ADJUST/RELOCA TE PULLBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST -2 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORA T/ VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA 77VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. CURB, GUTTER, & SIDEWALK PLAN & PROFILE STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 247H STREET . S--0?5� SHEET NO. C28 OF 48 0 N R9 SCALE HOR/Z 1 x=20' INERT 1'v=2'9 40` 40� 40) EON 2 � 5 Q STREET INTERSECTION FINISH GRADES C41 � J N �W 43' LT j N cl:: 0 0 0 o 31' RT 37' RT u C41 of Z o z - 402.52 402.69 402.92 402.99 EON DRI VEWA Y u 9+00 0 C16 "Iro-Iss i SEgiI 5�1EET C16 z IIS I PLAN 10+00 r f----_ �cD'C�" f � Z c_ J __jZs�o m LD 2 � J Q STREET INTERSECTION FINISH GRADES ov 3 STATION �W 43' LT 37' LT 31' LT 21' LT 7' LT 4 7' RT 21' RT 31' RT 37' RT 43' RT C41 34+84.00 - z CIO - 402.52 402.69 402.92 402.99 .403.06 rn W� m rn m - - - 402.58 402.69 DRI VEWA Y u 9+00 0 C16 "Iro-Iss i SEgiI 5�1EET C16 z IIS I PLAN 10+00 r f----_ �cD'C�" f � Z c_ J __jZs�o m LD 2 � 2 � J Q STREET INTERSECTION FINISH GRADES ov oLLJ STATION �W 43' LT 37' LT 31' LT 21' LT 7' LT CL 7' RT 21' RT 31' RT 37' RT 43' RT 75' RT 34+84.00 - - - 402.52 402.69 402.92 402.99 .403.06 402.76 402.55 - - - 34+70.00 - - - 402.58 402.69 402.91 402.97 403.01 402.72 402.61 - - - 34+57.00 402.86 402.61 402.30 402.56 402.69 402.91 402.94 402.99 402.69 402.58 402.32 402.58 402.83 34+43.00 1 403.25 402.53 402.27 402.53 402.66 402.91 402.92 402.92 402.66 402.55 402.29 402.55 403.10 34+29.00 402.87 402.50 402.24 402.50 402.63 402.90 402.90 402.87 402.62 402.52 402.27 402.52 402.83 34+16.00 - R - 402.47 402.60 402.90 402.87 402.83 402.58 402.49 - - - 34+02.00 - - - 402.36 402.58 402.89 402.85 402.78 402.55 402.38 - - - �cn� NEW n 2 � 2 � J Q STREET INTERSECTION FINISH GRADES ov oLLJ STATION �W 43' LT 37' LT 23rd S T --� 12+00 m + - QROFESS /ONq SEAN REGI S T RED QVlL ENGINEER ¢ C 46803 c y� Exp. 6-30-11 yF CITY OF BAKERSFIELD CIVIC 1507 TRUXTUN AVENUE qT BAKERSFIELD, CA 93301 OF CA1-�F� REVISIONS No. DA TE DESCRIPTION 1 � � 1. STA. 34+43 = CENTERLINE 23RD STREET. 2. 12' WIDE COMMERCIAL CROSS GUTTERS ARE CONSTRUCTED ON BOTH SIDES OF STREET. 11+00 12+00 23RD STREET Q STREET INTERSECTION FINISH GRADES STATION 100' LT 43' LT 37' LT 31' LT 21' LT 7' LT CL 7' RT 21' RT 31' RT 37' RT 43' RT 75' RT 34+84.00 - - - 402.52 402.69 402.92 402.99 .403.06 402.76 402.55 - - - 34+70.00 - - - 402.58 402.69 402.91 402.97 403.01 402.72 402.61 - - - 34+57.00 402.86 402.61 402.30 402.56 402.69 402.91 402.94 402.99 402.69 402.58 402.32 402.58 402.83 34+43.00 1 403.25 402.53 402.27 402.53 402.66 402.91 402.92 402.92 402.66 402.55 402.29 402.55 403.10 34+29.00 402.87 402.50 402.24 402.50 402.63 402.90 402.90 402.87 402.62 402.52 402.27 402.52 402.83 34+16.00 - - - 402.47 402.60 402.90 402.87 402.83 402.58 402.49 - - - 34+02.00 - - - 402.36 402.58 402.89 402.85 402.78 402.55 402.38 - - - �cn� 1. STA. 34+43 = CENTERLINE 23RD STREET. 2. 12' WIDE COMMERCIAL CROSS GUTTERS ARE CONSTRUCTED ON BOTH SIDES OF STREET. 11+00 12+00 NORTH PROFILE 0 0 0 cD o 0 c5 o OO N O h h h O N O N00 O p Ox + N- Li o,�o + rn + rn noo + rn J oo J Z Wo M hho + W �cn� NEW ISTING FLOWLI E CONS UCTIO ��= NEW ``ts' o No No Q� -- -0.60% - - _ - - -1.28% _ 1.299 ._._. -1.1990.809 _ CONS UC710 1.679-- - --071-23F0.30X _ -1.289 .27X (-0.269) EX/ TING FL WLINE 1.299 -1.19X 1.679 0.809 `-- - - -0.12X - - - (0.209) -EXISTING FL WLINE 0 27X EXIST/ G STREET C - -- --- L=11.90'L=11,00 ' NEW F OWLINE L= 2188' EXIS G STREET C 0 -o. ox 0. X o L k W ISTING FLOWLI E ao ao oo rn o OWLINE �` + _ oto �� �� N� ^U L=2.16' h m cfl C� cfl W LO + Rl + + N oo ao � Q NQ Q �i Q N Q N Q N Q o OAC m C3 d� Q pQ Q N N o+i Q N Q N NORTH PROFILE CITY OF BAKERSFIELD, CALIFORNIA SOUTH PROFILE File Name: T9K117 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By 103 102 401 403 402 401 CONSTRUCT/ON NOTES: ❑t CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. �2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET Hl & DETAIL 4 ON SHEET C43. ❑3 CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C.C. TYPE "A" CURB & GUTTER PER COB STD ST -1. 4 CONSTRUCT P. C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). ❑5 CONSTRUCT P. C. C. SIDEWALK PER COB STD ST -8. MATCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB S ST -4. 70 CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS 09 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. ❑9 CONSTRUCT CA TCH BASIN PER SD SHEETS. 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 1t CONSTRUCT MANHOLE PER SD & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OTHERS 15 ADJUST GAS VALVE TO GRADE, BY OTHERS 16 ADJUST WA TER VA VE TO GRADE, BY OTHERS 17 ADJUST/RELOCATE FIRE HYDRANT BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST -2 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORATIVE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA Tl VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUCTION (FDR) COLDPLANE & 0.2' AC OVERLAY CONCRETE PAVEMENT CURB, GUTTER, & SIDEWALK PLAN & PROFILE STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 24TH STREET SHEET NO. C29 OF 48 0 1 2 3 00 oQ�c3 c� O h h O N00 t2s o,�o o rn oo hho �cn� ��= NEW No No Q� CONS UC710 -0.60X -1.289 1.299 -1.19X 1.679 0.809 `-- - (0.209) -EXISTING FL WLINE _- (-0.35X) - -- --- - EXIS G STREET C -o. ox 0. X ISTING FLOWLI E NEW F OWLINE =21.5' L=2.16' N oo ao � Nti rn o m C3 d� Q pQ Q N N o+i Q N Q N Q j N Q OQ CITY OF BAKERSFIELD, CALIFORNIA SOUTH PROFILE File Name: T9K117 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By 103 102 401 403 402 401 CONSTRUCT/ON NOTES: ❑t CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEETS C41 & C42. �2 CONSTRUCT CONCRETE CROSSWALK. SEE HARDSCAPE PLANS SHEET Hl & DETAIL 4 ON SHEET C43. ❑3 CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. 3A CONSTRUCT P.C.C. TYPE "A" CURB & GUTTER PER COB STD ST -1. 4 CONSTRUCT P. C. C. 12' WIDE CROSS GUTTER PER COB STD ST -7 (SIM.). ❑5 CONSTRUCT P. C. C. SIDEWALK PER COB STD ST -8. MATCH EXISTING WHERE APPLICABLE. © CONSTRUCT P. C. C. DRI VEWA Y PER COB S ST -4. 70 CONSTRUCT CASE "A " P. C. C. CURB RAMP PER CAL TRANS STD PLAN A88A. SEE SHEETS 09 & C40. ® CONSTRUCT MEDIAN ISLAND PER DETAILS 1 & 2 ON SHEET C41. ❑9 CONSTRUCT CA TCH BASIN PER SD SHEETS. 10 INSTALL MONUMENT FRAME & COVER TO GRADE PER COB STD ST -21. 1t CONSTRUCT MANHOLE PER SD & SS SHEETS 12 ADJUST MANHOLE FRAME & COVER TO GRADE. 13 ADJUST MANHOLE FRAME & COVER TO GRADE, BY OTHERS 14 ADJUST VAULT/BOX & COVER TO GRADE, BY OTHERS 15 ADJUST GAS VALVE TO GRADE, BY OTHERS 16 ADJUST WA TER VA VE TO GRADE, BY OTHERS 17 ADJUST/RELOCATE FIRE HYDRANT BY OTHERS. 18 ADJUST/RELOCATE PULLBOX, BY OTHERS. 19 ADJUST/RELOCATE PULLBOX. 20 CONSTRUCT FLARED TYPE "M" MEDIAN CURB PER COB STD ST -2 21 CONSTRUCT ALLEY APPROACH PER DETAIL 1 ON SHEET C44. 22 CONSTRUCT EXPANDED DECORATIVE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 23 CONSTRUCT DECORA Tl VE CORNER PER HARDSCAPE PLANS & TYPICAL DETAILS ON SHEETS 09 & C40. 24 CONSTRUCT CMU WALL PER DETAIL 2 ON SHEET C44. 25 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C45. LEGEND: FULL DEPTH RECONSTRUCTION (FDR) COLDPLANE & 0.2' AC OVERLAY CONCRETE PAVEMENT CURB, GUTTER, & SIDEWALK PLAN & PROFILE STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 24TH STREET SHEET NO. C29 OF 48 0 1 2 3 JRq m SCALE HORIZ 1 n 20' i INERT l!--2" W 0 0� O o H V 40 40 39 40 40 39 v � A c1c O h O� h Lo z 0 ' , 0 O Q) G� f , f f EXISTING OFFICE BUILDING, (800 TRUXTUN A VE) f , I , I , f , l_.. ---------------- ,f SIDEWALK 11+00 Q STREET SIDEWALK R, PARK/NG LOT DRI VEWA Y DRIVEWAY DRl vEWA Y I I A DRI VEWA Y PARKING LOT NOTE: SEE SHEETS C10 & C11 FOR NOTES NOT SHOWN. PLAN 11+00 12+00 L- F.H. w J f 2 W Z W� 4.50 RT G1 11+71.04 NEW MEDIAN ISLAND SHEETS 1 &- 1 11+86.04 1.50 LT h 12+01.04 5.92 o END TAPER r rnj:� LT F- o� 6.50 1 N W� DRIVEWAY DRl vEWA Y I I A DRI VEWA Y PARKING LOT NOTE: SEE SHEETS C10 & C11 FOR NOTES NOT SHOWN. PLAN 11+00 12+00 L- F.H. w WEST PROFILE CITY OF BAKERSFIELD, CALIFORNIA J EAST PROFILE File Name: T9KI17 Dra wn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By As '01 00 99 '09 00 99 MEDIAN TAPER "A" TABLE f STATION OFFSET SIDEWALK 11+56.04 4.50 RT G1 11+71.04 NEW MEDIAN ISLAND RT 1 11+86.04 1.50 LT 12+01.04 5.92 LT END TAPER r ® LT F- 12+01.90 6.50 1 - 13+00 12+16.90 LU F— J h cfl o h h ( LLJ LtJ 0.50 RT LTJ 2 oW N' 1—�N END TAPER 1 12+61.90 w OJ W U N F— a Q SIDEWALK R/W EXISTING f ' mm I BUILDING f I13 I 'I I WEST PROFILE CITY OF BAKERSFIELD, CALIFORNIA J EAST PROFILE File Name: T9KI17 Dra wn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By As '01 00 99 '09 00 99 MEDIAN TAPER "A" TABLE STATION OFFSET BEGIN TAPER 11+56.04 4.50 RT 11+71.04 3.92 RT 11+86.04 1.50 LT 12+01.04 5.92 LT END TAPER 12+16.04 7.50 LT BEGIN TAPER 12+01.90 6.50 RT 12+16.90 4.92 RT 12+31.90 0.50 RT 12+46.90 3.92 LT END TAPER 1 12+61.90 1 5.50 LT QROF ESS / 0/v DEAN Ry�� F! wQ c m 47 - ED HCl Vl ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD CIVIL 7501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 of REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / MEDIAN A ' PLAN & PROFILE STREETSCAPE IMPROVEMENTS — 'O' STREET TRUXTUN AVE TO 24TH STREET SHEET NO. C30 OF 48 2 I M SCALE HORIZ 1 » 20' VERT 1 "=2' 40 40 40 39 40 40 40 39 EXIST. BLDG. (802 17TH ST) I L/ i I EXIS77NG Q { BUILDING (802 17TH ST) I R W i L ___I I MODIFIED ALLEY APPROACH SIDEWALK PARKING LOT (720 17th STREET) EXISTING OFFICE BUILDING (801 18TH STREET) SIDEWALK r- NEW MEDIAN ISLAND CB J SIDEWALK O OFFSET SEESHEET C4 14+64.40 5.00 RT 2 o L J RT 17+00 � F— a W� �w 15+09.40 o LT END TAPER 1 Z (n LT J W 15+48.50 = W RT UV) 15+63.50 5.42 RT (ZZ' LL � CJ 15+93.50 1 14+00 0 O END TAPER L 1 r-------------------------- LT SHEETS_ H2 & H3__� -----�-- „ Q STREET1z O 2 Q h z WCL ^ co CL SIDEWALK PARKING LOT (720 17th STREET) EXISTING OFFICE BUILDING (801 18TH STREET) SIDEWALK r- NEW MEDIAN ISLAND SIDEWALK DIRT LOT FOR NOTES NOT SHOWN. C12 PLAN F.H w Q J J 00 �00 O O O 0 o i "B" TAPER TABLE J O OFFSET O 14+64.40 5.00 RT 2 o L o RT 17+00 � F— ^ W� SIDEWALK DIRT LOT FOR NOTES NOT SHOWN. C12 PLAN F.H w Q J J 00 �00 O O O 0 o i "B" TAPER TABLE Ip STATION OFFSET BEGIN TAPER 14+64.40 5.00 RT C) HU 1 RT 17+00 � F— 1.00 RT �w 15+09.40 5.42 LT END TAPER 1 Z (n LT J W 15+48.50 = W RT UV) 15+63.50 5.42 RT Q 1 � 1 I 14+00 15+00 16+00 17+00 WEST PROFILE "B" TAPER TABLE STATION OFFSET BEGIN TAPER 14+64.40 5.00 RT 14+79.40 mJ RT 14+94.40 1.00 RT m 15+09.40 5.42 LT END TAPER 15+24.40 7.00 LT BEGIN TAPER 15+48.50 7.00 RT 15+63.50 5.42 RT 15+78.50 1.00 RT 15+93.50 1 3.42 LT END TAPER 16+08.50 1 5.50 LT J 2 O h p ( r< O O O O cep N N W TOP OF CUB + Co ' G' NW TOP OFCUB + E /STING STREET am 0.40 .x' ^ 0:20' 4 E /STING STREET 0.14% -0.03.E a 18% 4 3 WEST PROFILE CITY OF BAKERSFIELD, CALIFORNIA EAST PROFILE File Name: T9K117 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By. C15 02 01 00 99 02 01 00 99 QROFESS/ON Awl D AEAN Ry�� co !7 w Q GN r�^*, REGIS TERED Cl L ENGINEER C 46803 y� Exp. 6-30-11 yF CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93301 OFCALF REVISIONS No. DA TE DESCRIPTION MEDIAN "B" TAPER TABLE STATION OFFSET BEGIN TAPER 14+64.40 5.00 RT 14+79.40 3.42 RT 14+94.40 1.00 RT 15+09.40 5.42 LT END TAPER 15+24.40 7.00 LT BEGIN TAPER 15+48.50 7.00 RT 15+63.50 5.42 RT 15+78.50 1.00 RT 15+93.50 1 3.42 LT END TAPER 16+08.50 1 5.50 LT O O N W TOP OF CUB + G' E /STING STREET am 0.40 .x' 0:20' 4 CITY OF BAKERSFIELD, CALIFORNIA EAST PROFILE File Name: T9K117 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By. C15 02 01 00 99 02 01 00 99 QROFESS/ON Awl D AEAN Ry�� co !7 w Q GN r�^*, REGIS TERED Cl L ENGINEER C 46803 y� Exp. 6-30-11 yF CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93301 OFCALF REVISIONS No. DA TE DESCRIPTION MEDIAN "B" TAPER TABLE STATION OFFSET BEGIN TAPER 14+64.40 5.00 RT 14+79.40 3.42 RT 14+94.40 1.00 RT 15+09.40 5.42 LT END TAPER 15+24.40 7.00 LT BEGIN TAPER 15+48.50 7.00 RT 15+63.50 5.42 RT 15+78.50 1.00 RT 15+93.50 1 3.42 LT END TAPER 16+08.50 1 5.50 LT MEDIAN B' PLAN & PROFILE STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 24TH STREET SHEET NO. CJI OF 48 0 1 2 3 0 I M SCALE HORIZ 1»--20' INERT l!--2' i � I { I I NEW �B NEW ce . c�2 o � + Q) r%_ co 000 0 0 U J J W Lv o Lv r Z U) w = LLI U U) Q I NEW �a 40 40 40 40 40 40 PARKING LOT DRI VEWA Y 511 I W I I �j I I I I I EXISTING IBUILDING I (604 18TH STREET) I i II J Fl MO IFIED A L L E A PPROA SIDEWALK SEE SHE T V5 J O o a SEE_ SHE_ T_ H3_____� I Q STREET � 2 Z U' J W� m Q_ NEB SmFwai W I' DIRT LOT PLAN 18+00 19+00 EXISTING BUILDING (605 19TH ST) SIDEWALK NEW MEDIAN ISLAND SIDEWALK DIRT LOT NOTE: SEE SHEETS C12 FOR NOTES NOT SHOWN. t o+ N � � HU J J _ W 00 �oo W t6 LLI Z d'o �J W V Q)Q_� U (w C, F.H �R I 20+00 TAPER "C" TABLE J rn STATION OFFSET 0 18+11.00 5.00 Q i� �R 18+26.00 3.42 RT m 1.00 LT SIDEWALK DIRT LOT NOTE: SEE SHEETS C12 FOR NOTES NOT SHOWN. t o+ N � � HU J J _ W 00 �oo W t6 LLI Z d'o �J W V Q)Q_� U (w C, F.H �R I 20+00 WEST PROFILE TAPER "C" TABLE rn STATION OFFSET BEGIN TAPER 18+11.00 5.00 Q 18+26.00 3.42 RT m 1.00 LT 18+56.00 5.42 LT END TAPER co 7.00 LT BEGIN TAPER N 7.00 RT 19+10.17 1 5.42 RT 19+25.17 cd�m RT 19+40.17 3.42 LT END TAPER 19+55.17 5.00 LT dIt d 0 0 O N o N kj N uj NEW TOP OF CUB N W TOP OF CUB + + 0 N CIO N E IS77NG TREE C E IS77NG S TREE TQ Q Q 0.229 0.07% a 199 0.019 0.409 4- -4- — _'- __ - -I- __ - -— — ---- 4 WEST PROFILE EAST PROFILE File Name: T9K117 Drawn: DP CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By MEDIAN TAPER "C" TABLE STATION OFFSET BEGIN TAPER 18+11.00 5.00 RT 18+26.00 3.42 RT 18+41.00 1.00 LT 18+56.00 5.42 LT END TAPER co 7.00 LT BEGIN TAPER J 7.00 RT 19+10.17 1 5.42 RT 19+25.17 cd�m RT 19+40.17 3.42 LT END TAPER 19+55.17 5.00 LT d 0 0 O N o N kj N uj N W TOP OF CUB + + CIO N E IS77NG S TREE TQ Q a 199 0.409 0.179 EAST PROFILE File Name: T9K117 Drawn: DP CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By MEDIAN TAPER "C" TABLE STATION OFFSET BEGIN TAPER 18+11.00 5.00 RT 18+26.00 3.42 RT 18+41.00 1.00 LT 18+56.00 5.42 LT END TAPER 18+71.00 7.00 LT BEGIN TAPER 18+95.17 7.00 RT 19+10.17 1 5.42 RT 19+25.17 1.00 RT 19+40.17 3.42 LT END TAPER 19+55.17 5.00 LT 02 01 00 02 01 00 QROFESS/ONv SEAN R �. REGIST RED CI VIL ENGINEER ¢ C 46803 c y� Exp. 6-30-11 yF CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE 9TF CIVIC- BAKERSFIELD, CA 93301 OF CA0 REVISIONS No. DA TE OESCRIP TION 1 � � 2 � � 3 � � MEDIAN 'C' PLAN & PROFILE STREETSCAPE IMPROVEMENTS - 'O' STREET SHEET N0. TRUXTUN AVE TO 2471H STREET C32 of 48 --7 0 1 2 3 v SCALE m HOR/Z 1 "=20' VERT 1 j�=2' 0 0 N N O O W 0 i Ij i ,jj4 �Irr I I I c0 1 LO O N N Ia— U 1 o _ W o W � Z_ 1 _J W = W U V) Q � 1 40 40 40 40 40 40 cyicnAif% t Q STREET NEW ROOF DRAIN UNDER SIDEWALK NEW MEDIAN ISLAND u "�B DR/ l/EWA Y R/W SIDEWALK --- r I i I I ( I Ca I I I BUILDING I Q EXISTING (716 19TH ST) I � I BUILDING (1924 Q STREET) NOTE: EE SHEETS C13 I FOR NOI ES NOT SHOWN.i ' F i PLAN 21+00 22+00 23+00 w O N 1 10 N 1 Fa— M U 24+ LLIW 0 o W ( J W = W U Q 1 � c�8 24+00 EAST PROFILE File Name: T9K117 C/7 Y OF BA KERSF/EL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K 117 f Date: 2/7/11 Ura wn: DP Engineer., BM Checked By 03 02 01 03 02 01 MEDIAN QROFESS/pN DEAN Ry�� F! STATION OFFSET REGISTERED Cl lL ENGINEER ¢ C 46803 c 5.00 * Exp. 6-30-11 y� CITY OF BAKERSFIELD J'X � _ 1501 TRUXTUN AVENUE qTF CIVIL OF BAKERSFIELD, CA 93301 CAO' REVISIONS No. DA TE DESCRIP TION 1 / / END TAPER 22+17.67 2 / / BEGIN TAPER 22+42.09 3 / / 22+57.09 MEDIAN PER "D" TABLE STATION OFFSET BEGIN TAPER 21+57.67 5.00 RT 21+72.67 3.42 RT 21+87-67 1.00 LT 22+02.67 5.42 LT END TAPER 22+17.67 7.00 LT BEGIN TAPER 22+42.09 7.00 RT 22+57.09 5.42 RT 22+72.09 1 1.00 RT 22+87.09 1 3.42 LT END TAPER 23+02.09 1 5.00 LT MEDIAN D' PLAN & PROFILE STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 24TH STREET 0 1 SHEET NO. C33 OF 48 —71 2 3 j I H I v SCALE m HOR/Z 1 �=20' INERT l--2' v O N W N O a I O CITY OF 40 40 40 40 40 40 QL STREET PLAN 25+00 26+00 NEW MEDIAN ISLAND 27+00 WEST PROFILE TAPER "E" TABLE STATION OFFSET BEGIN TAPER 25+04.59 5.00 RT m 25+19.59 3.42 RT 25+34.59 1.00 J mN. 25+49.59 5.42 LT END TAPER 25+64.59 7.00 LT BEGIN TAPER 25+88.39 7.00 RT J 5.42 RT 25+18.39 1.00 RT 26+33.39 d LT END TAPER 26+48.39 5.00 LT N N J J ttj kj f� I� z Z EXIST/ G STREET CNEW OP OF CURB EXIST/ G STREET NEW TOP OF CURB 10% 0.00% WEST PROFILE EAST PROFILE File Name: T9K117 Drawn: DP BA KERSFIEL D, CA L IFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K 117 En gin eer: BM Date: 2/7/11 Checked By 03 02 '01 03 02 '01 QRpFESS/ONv DEAN <! REGISTERED l VIL ENGINEER Of C 46803 � * Exp. 6-30-11 CITY OF BAKERSFIELD �P CIV1�- 1501 TRUXTUN AVENUE 9TF BAKERSFIELD, CA 93301 OF CAO- REVIS/ONS No. DA TE DESCRIPTION 1 / / G / / MEDIAN TAPER "E" TABLE STATION OFFSET BEGIN TAPER 25+04.59 5.00 RT 25+19.59 3.42 RT 25+34.59 1.00 LT 25+49.59 5.42 LT END TAPER 25+64.59 7.00 LT BEGIN TAPER 25+88.39 7.00 RT 25+03.39 5.42 RT 25+18.39 1.00 RT 26+33.39 d LT END TAPER 26+48.39 5.00 LT J J EXIST/ G STREET NEW TOP OF CURB 0.40% 0.19% -- — — ------ --- -- -- — — —T—T— 4 — EAST PROFILE File Name: T9K117 Drawn: DP BA KERSFIEL D, CA L IFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K 117 En gin eer: BM Date: 2/7/11 Checked By 03 02 '01 03 02 '01 QRpFESS/ONv DEAN <! REGISTERED l VIL ENGINEER Of C 46803 � * Exp. 6-30-11 CITY OF BAKERSFIELD �P CIV1�- 1501 TRUXTUN AVENUE 9TF BAKERSFIELD, CA 93301 OF CAO- REVIS/ONS No. DA TE DESCRIPTION 1 / / G / / MEDIAN TAPER "E" TABLE STATION OFFSET BEGIN TAPER 25+04.59 5.00 RT 25+19.59 3.42 RT 25+34.59 1.00 LT 25+49.59 5.42 LT END TAPER 25+64.59 7.00 LT BEGIN TAPER 25+88.39 7.00 RT 25+03.39 5.42 RT 25+18.39 1.00 RT 26+33.39 3.42 LT END TAPER 26+48.39 5.00 LT MEDIAN E' PLAN & PROFILE STREETSCAPE IMPROVEMENTS — 'O' STREET TRUXTUN AVE TO 24TH STREET SHEET NO. C34 OF 48 _T 0 1 2 3 e J SCALE m HORIZ 1 =20 INERT 1=2' 1 1 (LIVI Q )1KLL1/ Iftft III Cl) III � I N NEW �B I 1 0 NEW CB O 1 c2� Lr) QC oT-�lf- + C3 HUI Q_ 28+0�_ I U-1 O Wr ZU 1 J UJ uj UV) cQ L I Gy1 NEW CB I EXISTING I I EXISTING BUILDING BUILDING I (2119 Q STREET) (2113 Q STREET) TT�`,r��il SIDEWALK Nk VE WA rm 0 STREET STREET o I J p Z STATION OFFSET 2 O 5.00 o Ld 28+65.89 + N OJ WQ I a - ----- 0 k + N W N O � LT O 29+34.89 7.00 N 29+49.89 N Rl CL 29+64.89 1.00 RT L 29+79.89 3.42 LT END TAPER 29+94.89 5.00 LT Q Q2 . o z Q v a z z w 0 1 1 (LIVI Q )1KLL1/ Iftft III Cl) III � I N NEW �B I 1 0 NEW CB O 1 c2� Lr) QC oT-�lf- + C3 HUI Q_ 28+0�_ I U-1 O Wr ZU 1 J UJ uj UV) cQ L I Gy1 NEW CB I EXISTING I I EXISTING BUILDING BUILDING I (2119 Q STREET) (2113 Q STREET) TT�`,r��il SIDEWALK Nk VE WA rm 0 STREET STREET o I J p Z STATION OFFSET 2 O 5.00 o Ld 28+65.89 + N OJ WQ I W - ----- -o---- ---� 1_ EE_ SH EE k + I 00 W N 2 � LT �z 29+34.89 7.00 RT 29+49.89 N Rl CL DIRT LOT R/W SIDEWALK NEW MEDIAN ISLAND J PER "F" TABLE J p STATION OFFSET O �JJ O 5.00 000 Ld 28+65.89 3.42 z W � � O 1.00 Q O + of J J N W� QCLCI� qR- - nn PLAN 2s+oo 30+00 40 40 40 WEST PROFILE 03 02 fol CITY OF BA KERSFIEL D, CALIFORNIA EAST PROFILE File Name: T9K117 PUBLIC WORKS DEPARTMENT Job No.: T9K117 Date: 2/7/11 Drawn: DP Engineer: BM Checked By 'R MEDIAN PER "F" TABLE STATION OFFSET BEGIN TAPER 28+50.89 5.00 RT 28+65.89 3.42 RT 28+80.89 1.00 LT 28+95.89 5.42 LT END TAPER 29+10.89 7.00 LT BEGIN TAPER 29+34.89 7.00 RT 29+49.89 5.42 RT 29+64.89 1.00 RT 29+79.89 3.42 LT END TAPER 29+94.89 5.00 LT 03 02 '01 Q�pFESS SEANrTi 2 REGISTEREDIVI ENGINEER ¢ C 46803 c * Exp. 6-30-11 Cl TY OF BAKERSFIELD `/X CIVIC- Nz- 1301 TRUXTUN A VENUE F OF CA1-�Fo BAKERSFIELD, CA 93301 REVISIONS No. DATE I DESCRIPTION MEDIAN 'F' PLAN & PROFILE 6.S-� STREETSCAPE IMPROVEMENTS - 'Q' STREET TRUXTUN AVE TO 24TH STREET 0 1 S � SHEET NO. C35 OF 48 2 3 LQ v SCALE m HOR/Z l--20' VERT 1"-- 2' v ofN A 40 40 40 40 40 40 31 +00 SIDEWALK I 1 L-------------------------- - PARKING DRIV/EWA Y i 2 Ld C.1- ;2 id 32+00 Q STREET F.H. SIDEWALK DRI V/EWA YRN/W DRI l/EWA Y z PARKING 1 I EXIS77NG 1 i BUILDING 1 (2204 Q ST) I i 1 NOTE: SEE SHEETS C15 & C16 I I FOR NOTES NOT SHOWN. SIDEWALK �I �f I I EXISTING BUILDING I I I(2229 Q STREET) I 7� L _ ®_ .J..._J v I J QJJ 0 0 2 � W o o � L� + N Ov Wd --------------------7 3+00 SSE __ SHEETS H6 & _FF.7 W o� �z n Or, Q_ F.H. SIDEWALK DRI V/EWA YRN/W DRI l/EWA Y z PARKING 1 I EXIS77NG 1 i BUILDING 1 (2204 Q ST) I i 1 NOTE: SEE SHEETS C15 & C16 I I FOR NOTES NOT SHOWN. SIDEWALK �I �f I I EXISTING BUILDING I I I(2229 Q STREET) I 7� L _ ®_ .J..._J PAVED PARKING L 0 T PLAN 32100 33100 34100 J QJJ 2 t6 oo'to��r-' o � o o � SIDEWALK PAVED PARKING L 0 T PLAN 32100 33100 34100 ('011 I I I I I i 11 —NEW ITOP OFI CURB I c~ WEST, PROFILE TING ITREET 0.209 I Q�of ESS/ON DEAN R q� REGISRED, Cl L ENGINEER ¢ C 46803 crn70 I * Exp. 6-30-11 CITY OF BAKERSFIELD J� �P I N 1501 TRUXTUN AVENUE qTCIVIC f BAKERSFIELD, CA 93301 OF CAQ I REVISIONS 1 No. DA TE DESCRIP TION 1 / / d- W ' 2 W V) 1 JW : X Q 1 � 3 MEDIAN TAPER "G" TABLE j 1 STATION OFFSET I BEGIN TAPER 31+97.39 5.00 RT f I 32+12.39 3.42 RT f 32+27.39 1.00 LT 32+42.39 5.42 LT END TAPER 32+57.39 7.00 LT BEGIN TAPER 32+81.80 7.00 RT 32+96.80 5.42 RT I 33+11.80 1.00 RT I 33+26.80 3.42 LT END TAPER 1 33+41.80 5.00 LT CITY OF BAKERSFIELD, CALIFORNIA EAST PROFILE He Name: T9KI17 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/71 Checked By 04 03 02 04 03 02 MEDIAN 'G' PLAN & PROFILE STREETSCAPE IMPROVEMENTS — 'O' STREET TRUXTUN AVE TO 247H STREET �s_C25_69 SHEET NO. C36 OF 48 0 1 2 3 J 0 0 0 Lri rn rn rn N ('011 I I I I I i 11 —NEW ITOP OFI CURB I c~ WEST, PROFILE TING ITREET 0.209 I Q�of ESS/ON DEAN R q� REGISRED, Cl L ENGINEER ¢ C 46803 crn70 I * Exp. 6-30-11 CITY OF BAKERSFIELD J� �P I N 1501 TRUXTUN AVENUE qTCIVIC f BAKERSFIELD, CA 93301 OF CAQ I REVISIONS 1 No. DA TE DESCRIP TION 1 / / d- W ' 2 W V) 1 JW : X Q 1 � 3 MEDIAN TAPER "G" TABLE j 1 STATION OFFSET I BEGIN TAPER 31+97.39 5.00 RT f I 32+12.39 3.42 RT f 32+27.39 1.00 LT 32+42.39 5.42 LT END TAPER 32+57.39 7.00 LT BEGIN TAPER 32+81.80 7.00 RT 32+96.80 5.42 RT I 33+11.80 1.00 RT I 33+26.80 3.42 LT END TAPER 1 33+41.80 5.00 LT CITY OF BAKERSFIELD, CALIFORNIA EAST PROFILE He Name: T9KI17 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/71 Checked By 04 03 02 04 03 02 MEDIAN 'G' PLAN & PROFILE STREETSCAPE IMPROVEMENTS — 'O' STREET TRUXTUN AVE TO 247H STREET �s_C25_69 SHEET NO. C36 OF 48 0 1 2 3 j v SCALE m HORIZ 1 "=20' VERT 1'=2' i Foam I M N I i � 1 d' co Fa- U 1 W W o W� Z 1 J W = W U � H a � 1 1 I 40 40 40 Q STREET DRI V/EWA Y I I I I EXIS77NGI BUILDING (2300 Q ST) 35+00 PARKING 0 n 0 �i R/W DRI VEWA Y i I I I EXISTING I I EXISTING I BUILDING I I BUILDING 1(2304 Q STREET) ( 1 (2314 Q STREET) I i I NOTE: SEE SHEET C16 FOR NOTES NOT SHOWN. PLAN 36+00 V/EWA 37+00 37 63 v2 0 000 v ti E 35+44.29 Q ■ r N, i N n 0 35+74.29 1.00 \ F 0 LT N 36+04.29 N LT O 36+13.64 7.00 RT Ij Zi RT 36+43.64 1.00 I �� a 36+58.64 3.42 LT zN I 5.00 o� rn w' m o0 Ltj v 00 a W od. z Z 2 v C a z w L-6 + 0 0 i Foam I M N I i � 1 d' co Fa- U 1 W W o W� Z 1 J W = W U � H a � 1 1 I 40 40 40 Q STREET DRI V/EWA Y I I I I EXIS77NGI BUILDING (2300 Q ST) 35+00 PARKING 0 n 0 �i R/W DRI VEWA Y i I I I EXISTING I I EXISTING I BUILDING I I BUILDING 1(2304 Q STREET) ( 1 (2314 Q STREET) I i I NOTE: SEE SHEET C16 FOR NOTES NOT SHOWN. PLAN 36+00 V/EWA 37+00 37 63 v2 0 000 STATION ti Uri 35+44.29 \ Q) � ■ r N, i 3.42 n 38+00 PER "H" TABLE STATION ti � � ' 35+44.29 5.00 ■ i 3.42 n 35+74.29 1.00 \ F 5.42 LT END TAPER 36+04.29 N LT BEGIN TAPER 36+13.64 7.00 RT Ij I RT 36+43.64 1.00 I �� 1 z 36+58.64 3.42 LT zN I 5.00 o� rn o0 Ltj I 38+00 Q CITY OF BAKERSFIELD, CALIFORNIA an. WEST PROFILE Lo h � � �o co NEW FOP OF CURB EXIS NG STfiffT C 0.42% EAST PROFILE File Name: T9K117 PUBLIC WORKS DEPARTMENT Job No.: T9K117 Date: 2/7/11 0.73% Drawn: DP Engineer: BM Checked By 05 04 03 05 04 03 QRpFESS/ONv DEAN R �. AI' REGI(3TERED`Cl VL ENGINEER � C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF CIVIC- p�� BAKERSFIELD, CA 93301 OF CAQ- REVISIONS No. DA TE DESCRIPTION 1 � � 2 � � 3 � � MEDIAN PER "H" TABLE STATION OFFSET BEGIN TAPER 35+44.29 5.00 RT Qt 3.42 RT 35+74.29 1.00 m 35+89.29 5.42 LT END TAPER 36+04.29 N LT BEGIN TAPER 36+13.64 7.00 RT 36+28.64 5.42 RT 36+43.64 1.00 RT 36+58.64 3.42 LT END TAPER 36+73.64 5.00 o� rn o0 d 00 d od. z 2 + 0 � IT— NEW FOP OF CURB I—EXIS7,NG S ET C Q 0.199 0.02% 0.23.E 0.819' 4 Q CITY OF BAKERSFIELD, CALIFORNIA an. WEST PROFILE Lo h � � �o co NEW FOP OF CURB EXIS NG STfiffT C 0.42% EAST PROFILE File Name: T9K117 PUBLIC WORKS DEPARTMENT Job No.: T9K117 Date: 2/7/11 0.73% Drawn: DP Engineer: BM Checked By 05 04 03 05 04 03 QRpFESS/ONv DEAN R �. AI' REGI(3TERED`Cl VL ENGINEER � C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF CIVIC- p�� BAKERSFIELD, CA 93301 OF CAQ- REVISIONS No. DA TE DESCRIPTION 1 � � 2 � � 3 � � MEDIAN PER "H" TABLE STATION OFFSET BEGIN TAPER 35+44.29 5.00 RT 35+59.29 3.42 RT 35+74.29 1.00 LT 35+89.29 5.42 LT END TAPER 36+04.29 7.00 LT BEGIN TAPER 36+13.64 7.00 RT 36+28.64 5.42 RT 36+43.64 1.00 RT 36+58.64 3.42 LT END TAPER 36+73.64 5.00 LT MEDIAN 'H' PLAN & PROFILE STREETSCAPE IMPROVEMENTS — 'Q' STREET TRUXTUN AVE TO 24TH STREET SHEET NO. C37 OF 48 0 1 2 3 SCALE l- 10' NEW CURB & GUTTER NEW FLARED MEDIAN CURB NEW CROSSWALK m CONSTRUCTION JOINTS PER DETAIL rIA C43 18' OPEN/NG FEDERAL BUILDING NEW SIDEWALK NEW CURB & GUTTER NEW CURB RAMP n 4j NEW AC PA DING � Q STREET EXPANSION JOINTS' % o EXPANSION JOINTS a PER DETAIL IB PER DETAIL IB , C43 C43 10+00 NOTE: SEE NOTE 6 FOR WORK PHASES IOF CROSSWALK V � S ALK PA EMENT CONSTRUCTION. NEW CROSSWALK—` - EXPANSION JOINTS NEW CROSSWALK �.,. PER DETAIL 1B C43 y, CON 7RUC PERSDET IL ON JOINT F , _ 18' OPENING1 8.5' ( 8.5' I 18' OPENING I lA L NEW CROSSWA '--NEW CURB RAMP NEW SIDEWALK NEW FLARED MEDIAN CURB NEW CURB & GUTTER z W 0 NEW MEDIAN N Q STREET & TRUXTUN AVENUE INTERSECT/ON DETAIL Q�,pF ESS / 0/v DEAN REGISTERED Cl Vl L E GI NEER ¢ C 46803 c * Exp. 6-30-11 Cl TY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF CIVIC- BAKERSFIELD, CA 93,301 OF CAQ- REVIS/ONS No. DA TE DESCRIPTION 1 � � 2 � i 3 � � NO TES: 1. SEE CURVE TABLE ON SHEETS CIO TO C16 FOR CURB RADIUS INFORMA TION. 2. SEE HARDSCAPE PLANS FOR PA VEMENT FINISHES AND TRAFFIC PLANS FOR ADDITIONAL INFORMATION. J. ALL DECORATIVE CORNERS SHALL BE 6" THICK OF CLASS 2 PORTLAND CEMENT CONCRETE. 4. ALL OTHER SIDEWALKS SHALL BE 4" THICK OF CLASS 2 PORTLAND CEMENT CONCRETF, LIGHT BROOM FINISH. 5. ALL DETECTABLE WARNING SURFACES SHALL BE COLOR DARK GRAY (DG) FED 36118. 6. PHASES I & 11 ARE SEQUENCE OF CONSTRUCTION OF PLACING THE CONCRETE PA VEMENT TO MAINTAIN IRAFF/C ACCESS A T THE INTERSECTION. 7. CONTRACTOR SHALL SUBMIT A PROPOSED CONSTRUCTION PLAN FOR THIS INTERSECTION. 8. CONTRACTOR SHALL MAINTAIN 1NROUGH TRAFFIC AT ALL TIMES DURING CONSTRUCTION. 9. CONTRACTOR MA Y RESTRICT RIGHT & LEFT TURN MOVEMENTS DURING CONSTRUCTION. C3 CONCEPTUAL PHASED CONSTRUCT/ON OF PCC CROSSWALK SCALE- 1 *` 10'-0" AT TRUXTUN AVENUE & Q STREET C, s INTERSECTION PLAN . D a File Name: T9K117 Drawn: DP STREETSCAPE IMPROVEMENTS - 'O' STREET SHEET NO. CITY OF BAKERSFIELD. CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By 1?1,- TRUXTUN AVE TO 24TH STREET C38 OF 48 0 1 2 3 C43 _ ----T- r'ris: I I : ---- -r---------- I I ; . ' I I I I I 'CB ----1- ---------- I I I I I I I I I I I I I I I I I I I I i I I I I I I I I ----I--j---------------------1-L--- I I ...—®�------I ----�-�I I I I BEALE LIBRARY L NEW CROSSWA '--NEW CURB RAMP NEW SIDEWALK NEW FLARED MEDIAN CURB NEW CURB & GUTTER z W 0 NEW MEDIAN N Q STREET & TRUXTUN AVENUE INTERSECT/ON DETAIL Q�,pF ESS / 0/v DEAN REGISTERED Cl Vl L E GI NEER ¢ C 46803 c * Exp. 6-30-11 Cl TY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF CIVIC- BAKERSFIELD, CA 93,301 OF CAQ- REVIS/ONS No. DA TE DESCRIPTION 1 � � 2 � i 3 � � NO TES: 1. SEE CURVE TABLE ON SHEETS CIO TO C16 FOR CURB RADIUS INFORMA TION. 2. SEE HARDSCAPE PLANS FOR PA VEMENT FINISHES AND TRAFFIC PLANS FOR ADDITIONAL INFORMATION. J. ALL DECORATIVE CORNERS SHALL BE 6" THICK OF CLASS 2 PORTLAND CEMENT CONCRETE. 4. ALL OTHER SIDEWALKS SHALL BE 4" THICK OF CLASS 2 PORTLAND CEMENT CONCRETF, LIGHT BROOM FINISH. 5. ALL DETECTABLE WARNING SURFACES SHALL BE COLOR DARK GRAY (DG) FED 36118. 6. PHASES I & 11 ARE SEQUENCE OF CONSTRUCTION OF PLACING THE CONCRETE PA VEMENT TO MAINTAIN IRAFF/C ACCESS A T THE INTERSECTION. 7. CONTRACTOR SHALL SUBMIT A PROPOSED CONSTRUCTION PLAN FOR THIS INTERSECTION. 8. CONTRACTOR SHALL MAINTAIN 1NROUGH TRAFFIC AT ALL TIMES DURING CONSTRUCTION. 9. CONTRACTOR MA Y RESTRICT RIGHT & LEFT TURN MOVEMENTS DURING CONSTRUCTION. C3 CONCEPTUAL PHASED CONSTRUCT/ON OF PCC CROSSWALK SCALE- 1 *` 10'-0" AT TRUXTUN AVENUE & Q STREET C, s INTERSECTION PLAN . D a File Name: T9K117 Drawn: DP STREETSCAPE IMPROVEMENTS - 'O' STREET SHEET NO. CITY OF BAKERSFIELD. CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By 1?1,- TRUXTUN AVE TO 24TH STREET C38 OF 48 0 1 2 3 a 0 t � � SCALE 1"=10' CORNER DETAIL 2 SCALE. 1"_10'-O" C3 Q STREET GROOVED BORDER 3 `3 NEW AC PA VING -NEW CONCRETE CROSSWALK - TRUNCATED DOME (10x3' - 1 TOTAL) 5 43 25' RADIUS CURB CORNER DETAIL CITY OF BAKERSFIELD, CALIFORNIA a SCALE 1"-10'-O" PUBLIC WORKS DEPARTMENT CORNER DETAIL NEW AC PA V/NG NEW CONCRETE CROSSWALK 4 "3 TRUNCA TED DOME (6x3' - 1 TOTAL) File Name: T9K117 Job No.: T9K117 Da te: 2/7/11 GROOVED BORDER SCALE 1 **'_ -0" Q STREET 4' MIN. - TYPICAL EXPANSION JOINT 14' RADIUS CURB I'NLVV I' RllW NEW CURB & GUTTFR E.W. . CGB NEW CURB RAMP (6' WIDE) NEW SIDEWALK I EXPANSION JOINT i EXISTING SIDEWALK CORNER DETAIL SCALE- 1--10"-0- NOTES: 1. SEE CURVE TABLE ON SHEETS C10 TO C16 FOR CURB RADIUS INFORMA TION. 2. SEE HARDSCAPE PLANS FOR PAVEMENT FINISHES AND ADDITIONAL INFORMATION. J. ALL DECORA TT VE CORNERS SHALL BE 6" THICK OF CLASS 2 PORTLAND CEMENT CONCRETE. 4. ALL OTHER SIDEWALKS SHALL BE 4" THICK OF CLASS 2 PORTLAND CEMENT CONCRETE, LIGHT BROOM FINISH. 5. ALL DETECTABLE WARNING SURFACES SHALL BE COLOR DARK GRAY (DG) FED 36118. LEGEND: :.. ,77 CONCRETE SIDEWALK 0� ' CONCRETE CROSSWALK ,.f��' � INTERSECTION PLANS � Drawn: DP STREETSCAPE IMPROVEMENTS - 'O' STREET Engineer: BM Checked By. IR 0 TRUXTUN AVE TO 24TH STREET 1 C?5 SHEET N0. C39 OF 48 1 2 3 n QRpF ESS / pNv SEAN �Q<0 O REGISTERED C VlL ENGINES 0-1 C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD qTF CIVIL 1501 TRUXTUN AVENUE OF CA\ BAKERSFIELD, -\F CA 93301 REVISIONS No. DATE DESCRIPTION 2 / / 3 4 / / NOTES: 1. SEE CURVE TABLE ON SHEETS C10 TO C16 FOR CURB RADIUS INFORMA TION. 2. SEE HARDSCAPE PLANS FOR PAVEMENT FINISHES AND ADDITIONAL INFORMATION. J. ALL DECORA TT VE CORNERS SHALL BE 6" THICK OF CLASS 2 PORTLAND CEMENT CONCRETE. 4. ALL OTHER SIDEWALKS SHALL BE 4" THICK OF CLASS 2 PORTLAND CEMENT CONCRETE, LIGHT BROOM FINISH. 5. ALL DETECTABLE WARNING SURFACES SHALL BE COLOR DARK GRAY (DG) FED 36118. LEGEND: :.. ,77 CONCRETE SIDEWALK 0� ' CONCRETE CROSSWALK ,.f��' � INTERSECTION PLANS � Drawn: DP STREETSCAPE IMPROVEMENTS - 'O' STREET Engineer: BM Checked By. IR 0 TRUXTUN AVE TO 24TH STREET 1 C?5 SHEET N0. C39 OF 48 1 2 3 n SCALE 1"— 10' I EXlS71NG SIDEWALK ! F.H. I EXPANSION JOINT � NEW CURB & GUTTER I CATCH BASIN PER SD PLANS 18' NEW PLANTER \ PER 4 ! C44Fez NEW SIDEWALK R1W SEE NOTE 6. co EXPANSION JOINT TRUNCATED DOME (35x3' 11 TOTAL) il NEW PLANTER PER9t) 22' RADIUS CURB/ 3' FLOKINE NEW CROSSWALK SEE NE. QSTREET f— NEW AC PAVING I NOTE: ROTATE DRAWING ACCORDINGLY (90' OR 180') TO MATCH TRUE SITE ORIENTATION. 1 EXPANDED CORNER DETAIL TYP. AT 22'R CORNER SCALE. 1`40'O" Q STREET I ip 40.5' RADIUS CURB/ FLOKINE---,,,,, SEE NOTE 6. -� EXPANSION JOINT s°x.:•. •• NEW PLANTER PER 4 C44 I 5 I C40 NEW CURB & GUTTER SE,E NOTE 5 7' I � EX/STING SIDEWALK f EXISTING LANDSCAPING I 1 RAW--� NEW AC PA VING NEW CROSSWALK TRUNCA TED DOME �1'(45'x0'_l TOTAL) 31 EXPANDED CORNER DETAIL `40 SCALE- 1"-10'O" CITY OF BAKERSFIELD, CALIFORNIA EXPANSION JOINT Cl) EXISTING SIDEWALK CA TCH BASIN PER SD PLANS- TYP. SEE NOTE 6. Elv I NEW CURB & GUTTER N NEW PLANTER 6, PER 4 C44 NEW SIDEWALK 20' RADIUS CURB/ FLOKINE R/W ••i•• NX:NEW TRUNCA TED DOME :, :: `O : (32x3' 4 TOTAL) "''''=' EXPANSION JOINT NEW CROSSWALK NEW PLANTER 3' PER 4 I C44 NEW AC PA VING SEE NOTE 6. Q STREET NOTE: ROTATE DRAWING ACCORDINGLY (90' OR 180') TO MATCH TRUE SITE ORIENTATION. r2_"EXPANDED CORNER DETAIL c4 TYP. AT 20'R CORNER SCALE NEW AC PA VING GROOVED BORDER CROSS GUTTER WHERE OCCURS - I 1 + 7'� N Z 0 N Q STREET TRUNCA TED DOME (6x3' 12 TOTAL) 14' RADIUS CURB EXPANSION JOINT ° ` .Ce. R/W NEW CURB RAMP (6' WIDE x 6' DEEP) r.--------- NEW CURB & GUTTER " NEW SIDEWALK i � ! EXPANSION JOINT ! EXISTING SIDEWALK I NOTE: ROTATE DRAWING ACCORDINGLY (90' OR 180') TO MATCH TRUE SITE ORIENTATION. LA� CORNER DETAIL AC PA VINC QRpFESS/ONv -DEAN <! REGISTERED Cl Vl ENGINEER C 46803rn * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE IN CIVIC- BAKERSFIELD,' CA 93301 OF CAO REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 / / GUTTER I TRUNCA TED DOME 6" THK. CONCRETE SIDEWALK. (`/'/' / / A r)n e' /I A f')r YY/ A A I! EXPANDED CORNER SECT/ON SCALE: 1/2"=1' O" NOTES: I. SEE CURVE TABLE ON SHEETS C10 TO C16 FOR CURB RADIUS INFORMATION. 2. SEE HARDSCAPE PLANS FOR PA VEMENT FINISHES AND ADDI TIONAL INFORMATION. J. ALL DECORA TI VE CORNERS SHALL BE 6" THICK OF CLASS 2 PORTLAND CEMENT CONCRETE. 4. ALL OTHER SIDEWALKS SHALL BE 4" THICK OF CLASS 2 PORTLAND CEMENT CONCRETE LIGHT BROOM FINISH. 5. ALL DETECTABLE WARNING SURFACES SHALL BE COLOR DARK GRAY (DG) FED 36118. 6. TOP OF WALL OF PLANTER BOX SHALL BE 2'-0" ABOVE FLOWLINE A T ANGLE POINT ON STREET SIDE. LEGEND: CONCRETE SIDEWALK CONCRETE CROSSWALK TYP. AT 14'R CORNER SCALE. 1"=10' 0" INTERSECTION PLANS -' File Name: T9K117 Drawn: DP STREETSCAPE IMPROVEMENTS - 'O' STREET PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By ?,lt$ TRUXTUN AVE TO 24TH STREET SHEET NO. C40 OF 48 0 1 2 3 i z � o C3 ~ Cl- v C� 2'-0" 3'-0" GUTTER I TRUNCA TED DOME 6" THK. CONCRETE SIDEWALK. (`/'/' / / A r)n e' /I A f')r YY/ A A I! EXPANDED CORNER SECT/ON SCALE: 1/2"=1' O" NOTES: I. SEE CURVE TABLE ON SHEETS C10 TO C16 FOR CURB RADIUS INFORMATION. 2. SEE HARDSCAPE PLANS FOR PA VEMENT FINISHES AND ADDI TIONAL INFORMATION. J. ALL DECORA TI VE CORNERS SHALL BE 6" THICK OF CLASS 2 PORTLAND CEMENT CONCRETE. 4. ALL OTHER SIDEWALKS SHALL BE 4" THICK OF CLASS 2 PORTLAND CEMENT CONCRETE LIGHT BROOM FINISH. 5. ALL DETECTABLE WARNING SURFACES SHALL BE COLOR DARK GRAY (DG) FED 36118. 6. TOP OF WALL OF PLANTER BOX SHALL BE 2'-0" ABOVE FLOWLINE A T ANGLE POINT ON STREET SIDE. LEGEND: CONCRETE SIDEWALK CONCRETE CROSSWALK TYP. AT 14'R CORNER SCALE. 1"=10' 0" INTERSECTION PLANS -' File Name: T9K117 Drawn: DP STREETSCAPE IMPROVEMENTS - 'O' STREET PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By ?,lt$ TRUXTUN AVE TO 24TH STREET SHEET NO. C40 OF 48 0 1 2 3 i O 7.25' TO 8.25' 7.25' rn n nc� 7.25' CONSTRUCTION 33' TO 34' 14' 5' 1 7' NEW RAISED MEDIAN WITH TYPE "M" CURB PER COB STD DTL ST -2 NEW AC PAVING ED 27--3.5y- 0-- 0 3.5% 33' NEW SIDEWALK PER COB i STD DTL ST -8, TYP. Q_ NEW CURB & GUTTER PER COB STD DTL ST -1, TYP. - � z NEW AC PAVING 29=3. Sq EXISTING SUBGRADE GRADING PLANE I ROAD SECTION C41 Q STREET- AT MEDIAN NOSING CONSTRUCTION ,,, rn , , I EXISTING SUBGRADE GRADING"PLANE _ u SELECT IMPORT MATERIAL 5 R0.0 -4D SECTION C4 � Q STREET -ATM/D MEDIAN CONSTRUCTION 33' i EXISTING SIDEWALK EXISTING CURB & GUTTER 2y,-3.5% 33' NEW SIDEWALK PER COB i STD DTL ST -8, TYP. NEW CURB & GUTTER PER COB STD DTL ST -1, TYP. — NEW AC PAVING fe c 29=3.59 EXISTING SUBGRADE `-- GRADING PLANE 3 ROAD SECTION C41 STREET -. SOUTH OF TRUXTUN STA. 7+53 TO STA. 9+36 AND TRUXTUN INTERSECTION CITY OF BAKERSFIELD, CALIFORNIA 8.25' i BACK OF SIDEWALK TO MA TCH ADJACENT FLOOR LINE OR BUILDING LINE- TYPICAL EXISTING FLOOR LINE WHERE OCCURS PAVEMENT STRUCTURAL SECT/ONS: ❑t 0.80' A. C. PA VING (TYPE B) 02 0.60' A. C. PA WNG (TYPE B) 3Q 0.40' A. C. PA VING (TYPE B) ® 0.20' A. C. PA VING 0VERLA Y (TYPE B) 5❑ COMPACTED IMPORT MA TERIAL (857) © 1.00' A. C. PAVING (TYPE A) 9.25' File Name: T9KI17 PUBLIC WORKS DEPARTMENT Job No.: T9K117 Date: 2/7/11 14' 14' CONSTRUCT/ON EXISTING SUBGRADE \--GRADING PLANE 4 ROAD SECTION C4 AT NUMBERED SIDESTREETS .(EXCEPT 21ST STREET) CONSTRUCTION 27.25' 27.25' 5' COLDPLANE 5' COLDPLANE i i EX/ST/NG/NEW SIDEW LK PER COB STD DTL 8---\ i EXISTING/NEW CURB & GUTTER PER COB STD i0 TL ST -1 i EXISTING AC JA VING =NEAAVING i i 14' 14' �_ J EXISTING. SUBGRADE-1. - VOAD SECTION T NUMBERED SIDES TREETS' (EXCEPT 21ST STREET) 20' 10' T lo' FLOWLINE NEW AC PAVING EDGE OF I I EDGE OF PA VEMENT PA VEMENT 3 EX/ST/NG GRADE EXISTING GRADE VARIES VARIES EXISTING SUBGRADE GRADING PLANE aC41ROAD SECTION ALLEY WITH 20' R/W WIDTH Drawn: DP Engineer: BM Checked By 'R16 QROFESS IONV DEAN • �7 / / CO ZO 'i1 -Z- REGIS T REGIST RED Cl Vl ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD �Q CIVIC - 1501 TRUXTUN AVENUE 9TF BAKERSFIELD, CA 93301 OF CA -\F REVISIONS No. DA TE DESCRIPTION 1 � � 2 � � 3 i � CONSTRUCTION DETAILS STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 24TH STREET - "'?s- � .510 SHEET NO. C41 OF 48 0 1 2 3 19 8' 49.75' EXISTING RAISED MEDIAN - EXISTING SIDEWALK EXISTING CURB & GUTTER NEW AC PA VING 0VERLA Y EXISTING AC PA VING CONSTRUCTION VARIES - d' TO 10' I I "— EXISTING SUBGRADE --/ BROAD SECTION C42TRUXTUN AVE - AT MIDMEDIAN STA. 8+40 TO STA. 9+00 STA. 11+00 TO STA. 17+60 8' 49.75' NEW RAISED MEDIAN WITH TYPE "M" CURB PER COB STD ST -2 (MA TCH EXISTING) — p 11. �.II.��.IIF 0 NEW AC PA VING 2%3.57 - CONSTRUCTION EXIST/NG SUBGRADE GRADING PLANE 49.75' EXISTING SIDEWALK EXISTING CURB & GUTTER NEW AC PA VING 0VERLA Y EXISTING AC PAVING 49.75' NEW SIDEWALK PER COB STD D TL S 1-8, TYP. NEW CURB & GUTTER PER COB STD DTL ST -1, TYP. - NEW AC PAVING BROAD SECTION C42TRUXTUN AVE - AT MEDIAN NOSING STA. 9+00 TO STA. 9+51 CONSTRUCTION 17' 8' 13 6' NEW SIDEWALK PER COB STD DTL ST -8, TYP. cn NEW CURB & GUTTER PER Q COB STD DTL ST -1, TYP: z =z I NEW AC PA VING 1q EXISTING SUBGRADE GRADING PLANE — 27, j..59 r _I 49.75' NEW RAISED MEDIAN WITH TYPE "M" CURB PER COB STD ST -2 (MATCH EXISTING) NEW AC PA VING 29=3.59' aC42ROADSECTION TRUXTUN AVE - AT MEDIAN NOSING STA. 70+46 TO STA. 71+00 CITY OF BAKERSFIELD, CALIFORNIA d 0 PAVEMENT STRUCTURAL SECT/ONS: 1❑ 1.00' A. C. PA VING (TYPE A) ❑2 0.20' A. C. PA VING 0VERLA Y (TYPE A) Q File Name: T9K117 PUBLIC WORKS DEPARTMENT Job No.: T9K117 Date: 2/7/11 Drawn: DP Engineer: BM Checked By. Ifte I I I I 31 I I 1 I 14' 471 CONSTRUCTION 27.25' 27.25' —EXISTING/NEW SIDEW LK PER COB STD D TL 8 EXISTING/NEW CURB &GUTTER PER COB STD IDTL ST -1 EXISTING AC VING NEW AC PAVING 2 OVERLA Y EXISTING SUBGRADE (2DROSECTION fA-lD 21ST STREET STA. 8+76 TO STA. 9+50 STA. 10+50 TO STA. 11+20 CONSTRUCT/ON DETAILS STREETSCAPE IMPROVEMENTS - 'Q' STREET TRUXTUN AVE TO 2477-1 STREET 14' I I I I �1 �I I I I SHEET NO. C42 OF 48 0 1 2 3 QROFESS /0N SEAN Rq�` 3 0 � REGISTE ED 2lVIJL ENGINES W Q c � C 46803 � y� Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIC- OF BAKERSFIELD, CA 9-3301 CALF REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / 471 CONSTRUCTION 27.25' 27.25' —EXISTING/NEW SIDEW LK PER COB STD D TL 8 EXISTING/NEW CURB &GUTTER PER COB STD IDTL ST -1 EXISTING AC VING NEW AC PAVING 2 OVERLA Y EXISTING SUBGRADE (2DROSECTION fA-lD 21ST STREET STA. 8+76 TO STA. 9+50 STA. 10+50 TO STA. 11+20 CONSTRUCT/ON DETAILS STREETSCAPE IMPROVEMENTS - 'Q' STREET TRUXTUN AVE TO 2477-1 STREET 14' I I I I �1 �I I I I SHEET NO. C42 OF 48 0 1 2 3 CONSTRUCTION JOINT DETAIL 'A' PREMOLDED EXPANSION1/2„ SLEEVE ONE END JOINT FILLER #6 DOWEL ® 18" 0. C. d � •t � •t t• < 1 '4 G • t' d G G 15" 1 15" EXPANSION JOINT DETAIL 'B' CONCRETE SLAB JOINT DETAILS NOT TO SCALE 12'-0" SEE SHEET C17 FOR FINISH GRADES #4 REBAR ® 16" 0. C. EACH WAY SEE SHEET HI FOR PA VEMENT FINISH INFORMA TION 8" PCC PA VEMENT 6" CLASS 2 AGGREGA TE BASE 'I_Illlllllllillll 12" SUBBA SE COMPACTED To 951cr 1 6 SEE DETAILS C43 C43 FOR CONCRETE SLAB JOINT DETAILS 5 �— SEE DETAIL C43 FOR CONNECTION TO GUTTER TYP/CAL PCC CROSSWALK SECT/ON C/T Y OF BAKERSFIELD, CALIFORNIA NOT TO SCALE FINISH GRADE 0.20' AC OVERLAY TOP OF EXISTING PA VEMEN T —� 5'-0" COLDPLANE DEPTH OF COLDPLANE AT LIMIT TO MATCH DEPTH OF OVERLAY—, CURB & GUTTER TYP. COLDPLANE AT CURB & GUTTER FINISH GRADE 0.20' AC OVERLA" TOP OF EXt PA VEMEN T NOT TO SCALE Q J AT LIMIT TO MATCH DEPTH OF 0 VERLA Y LX1,5' 11NU PAVEMENT .JLV,,,/,V TYP. COLDPLANE AT PROJECT LIMITS W 1B o EXPANSION JOINT PER C43 J 116 DOWEL @ 18" o. c. CONCRETE PA VEMENT VARIES A. N A J REBAR 15" NOT TO SCALE Z 0 W TRUNCATED DOME A T SIDEWALK RAMP GUTTER 89 MAX. 15" PAVEMENT DOWEL TO GUTTER DETAIL File Name: T9K117 PUBLIC WORKS DEPARTMENT Job No.: T9K117 Da te: 2/7/11 QROF ESS ION,q AN RyM� Fri w Q c m REGISTERED CIVIL ENGINEER C 46803 � * Exp. 6-30-11 CITY OF BAKERSFIELD 0'j. 1501 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93301 OF CA1-�F REVISIONS No. DA TE DESCRIP TION SAWCUT 1 1/2" DEEP JOINTS (PLACE BETWEEN CONSTRUCTION CONCRETE PA VEMENT JOINTS © 15' ox. MAX. EACH WAY) L L \ V \ REBAR WEAKENED PLANE DETAIL SCALE.- 1"--l"—O" SCALE 1"---l'—O" CONSTRUCT/ON Drawn: OP Engineer BM STREETSCAPE IMPROVEMENTS - 'O' STREET SHEET NO. Checked By j?f,8 TRUXTUN AVE TO 24TH STREET C43 OF 48 0 1 2 3 CURB & GUTTER------ 2-O" SIDEWALK LIGHT BOLLARD o FOUNDA TION- TYP. A T EACH SIDE of OF ALLEY APPROACH -� o EXPANSION JOINT SEE DETAIL 3 ####' # 4 # 4 4 4 C45 +++++iii.,+}��V� DARK GREY TRUNCA TED DOME ++.++.++ . . # . #.Y++.+..++.++.+++++ # .#+##+++.iii# # + # i + + # # 4 f # + + # # 4 + + # 4 ♦ # + + + # ..+ + 4 4 O + 4 # + + + + 1. +.i♦ # R W N ' FLOWL/NE :E9GEOFPAVEMENT LIP OF GUTTER � \--A C PAVING i A � W FLOKINE A T C ALLEY 14 x 25' CONT. 0 16" O.C. Ile CONCRETE APPROACH o o 14 x 35 CONT EDGE OF PA VEMENT , ©12 0. C. Q) + R W # + , 4 N X++ ,+; . + 4 + , 4 + f+4 4 4 # f + +++#+ 4 4 4 4+ 4 4 i + 4 + f . + + + + 4 4 + 4# 4 + # 4 4 4 4##+ f #+# 4 ++ 4+ # # 4 4 # ♦ + # + # 4 4 . 4 ' + + + DARK GREY TRUNCA TED DOME + + + + + of ROADWAY +�++++ + EXPANSION JO/NT C7 E SIDEWALK 2'-0" 8' 3" rl-' ALLEYAPPROACH DETAIL C4 6" THICK CLASS "A" CONCRETE SCALE.-. 1`-5'O" (SEE SHT C40 FOR LENGTH DIMENSION) CONT RED BRICK CAP, TYP. 6"x8"x16" CONCRETE BLOCK WALL (SOLID #4 CONT. A T BOND BEAM #4 CONT A T BOND BEAM GROUTED) J o SIMULATED RIVER ROCK LEI/EL VENEER, TYP. cl�:~ tiW z� 1;K Un 1111111111111111 AC PAVING o z III III -I I I 1=1 I I -I 11= 2'-0" N� VIII : �►I.illl 6" THl K GUTTER L \ y y I #4x12" DOWEL— © 16" 0. c. y� L L y L 4 PROVIDE SEAL ON INSIDE =1I1=1I FACE OF PLANTER WALLS. IIIIIII- S TAMPED i DECORA TI VE -► I SIDEWALK L. L -I-i III_III-III- L #4 © 32" ox. /-IF, -L-11 [L-11 liiili� 3—#4 CONT BARS #4 J VERT. ©16" o. c. 1'-6" CONT. 1'-6" CONT. PLANTER BOX DETAIL SCALE. 1`--1'-0' 3-14 CONT. BARS 114 @ 32" o. c. 114L VERT ©16" o. c. QUANTITIES.- EXISTING CMU WALL 1. REMOVE 37 LF OF EXISTING — CONCRETE BLOCK WALL & FOOTING. NEW CURB & GUTTER 2. CONSTRUCT 32 LF OF NEW CONCRETE BLOCK WALL & FOOTING. EXPANSION JOINT t EXISTING AC PA VING SAWCUT LINE NEW SIDEWALK AT CMU JOINT \STI�DES NSTRUCT CONCRETE BLOCK WALL ATCH EXISTING. PAINT ALL EXPOSED OF WALL TO MATCH EXIST/NG. NEW CURB RAMP -- R W -- --— z 3 3 Z.1111, � NEW DRIVEWA Y RAMP TYP. U Q EXISTING DRIVEWAY RAMP TO BE REMOVED -7 NEW SIDEWALK - - __ - - - _. ___. ___. - ___ _ __._ - _ J REMOVE EXISTING 19' 3" LONG x 3'--1" HIGH CONCRETE BLOCK WALL &FOOTING NEW 7RUNCA TED DOME 11 '-5" EXISTING CURB & GUTTER NEW CROSS GUTTER NEW GROOVED BORDER 22ND STREET r2� MASONRY WALL DETAIL SCALE- 1"-5' 0" L \ -------- 3—#4 CONT II I I I1=1I1=1I1=1I1=1I I-1II=III � �_,III„IIIII�IIII111111�j1111-11i #4 © 18” o. c. 2'-0" CONT. NOTE: CONFORM TO CAL TRANS STANDARD PLANS B15-1. MASONRY WALL SECT/ON SCALE.- 1`1' 0" 2" CONT CMU CAP DEAN 114 CONT AT BOND BEAM y lL ENGINEER C 46803 y� Exp. 6-30-11 yF Cl Ty OF BAKERSFIELD TRUXTUN A VENUE 9T CIVIC 1501 F OFF CA��FD 14 j VERT ©16" o. c. c LQ A T WALL T L W 114 HOR/Z. © 16" o. c. � � 2 y � U 67x8"x16" CONCRETE CI, BLOCK WALL (SOLID Y ;N i GROUTED) & REPAIR � U NEW SIDEWALK PATCH . � AC PAVING y L.\ I IT�E1 I I�T i 11=1 11=1 I''1I- o ' y�.. L. . y.L.\.. • <.Yllllllilli�l111-1�1- \. - - __ - - - _. ___. ___. - ___ _ __._ - _ J REMOVE EXISTING 19' 3" LONG x 3'--1" HIGH CONCRETE BLOCK WALL &FOOTING NEW 7RUNCA TED DOME 11 '-5" EXISTING CURB & GUTTER NEW CROSS GUTTER NEW GROOVED BORDER 22ND STREET r2� MASONRY WALL DETAIL SCALE- 1"-5' 0" L \ -------- 3—#4 CONT II I I I1=1I1=1I1=1I1=1I I-1II=III � �_,III„IIIII�IIII111111�j1111-11i #4 © 18” o. c. 2'-0" CONT. NOTE: CONFORM TO CAL TRANS STANDARD PLANS B15-1. MASONRY WALL SECT/ON SCALE.- 1`1' 0" CONSTRUCTION DETAILS G.s asp _- File Name: T9K117 Drawn: DP STREETSCAPE IMPROVEMENTS - 'O' STREET SHEET N0. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By R TRUXTUN AVE TO 24TH STREET C44 OF 48 0 1 2 3 QRpFESS/pN� DEAN Z REGIS TL' RED lL ENGINEER C 46803 y� Exp. 6-30-11 yF Cl Ty OF BAKERSFIELD TRUXTUN A VENUE 9T CIVIC 1501 F OFF CA��FD BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 1 � � 2 � � CONSTRUCTION DETAILS G.s asp _- File Name: T9K117 Drawn: DP STREETSCAPE IMPROVEMENTS - 'O' STREET SHEET N0. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By R TRUXTUN AVE TO 24TH STREET C44 OF 48 0 1 2 3 QRpFESS/ONq ,DEAN/ Z/j •/4 w Q� C ren R 1ST RED CIVIL NGINEER uj C 46803 6x6 -10x10 WELDED WIRE Exp. 6-30-11 yt MESH REINFORCEMENT CITY OF BA KERSFI EL D1501 ENUEq CI VIS- SIDEWALK AREA BAKERSFIELD,NCAV 93309 TF OF CAOF�� REVISIONS �,\ \ 3"O CAST IRON OR No. DA TE DESCRIPTION ~� SCHEDULE 80 PVC PIPE4.5„ TOP OF CURB /f #4 REBAR z , 24 � 6" 24" LIGHTED BOLLARD PER FLOW LINE \ an ELECTRICAL PLANS � 3 CONNECT TO EXISTING 14 REBAR WIRE MESH REINF. � DOWNSPOUT 4.5„ -_ ------_...--..._._......_---�-_� (6 SIDEWALK AREA 6" ,� CONCRETE Cr CURB &GUTIER i� SLABuu \ _ DRAIN PIPE i • _ �. ' 1=1I1=1I1=1I1=1I1 1= - = I=1 11=1 I I= ' -111,,,11 6" I'.. NOTE. SEAL ALL PIPE JOINTS - - =1 I 1=1 11=1 I 1/2 x12 ANCHOR BOL IS -' I I=1 I 1=1 I I -I 11-1 �'- 4-#4 REBAR W/ #2 TIES BOTH WAYS WITH PIPE JOINT COMPOUND. � -iii-iii-- , 8" 14 REBAR 16.5" ®12" 0. C. AND WITHIN 3" AT TOP 42" ='Oo> CONCRETE 12"0 WIRE MESH REINF. 4" FOOTING ELECTRICAL FEED PER ELEC. PLAN FLOW LINE � TOP OF CURB TYPE 'M' MEDIAN CURB NOTES: N - 1. INSTALL BOLLARD 2 FEET BEHIND FACE OF CURB AT ALL EL�.VA TION L OCA TIONS. . r3\N BOLLARD DETAIL � 12" MIN. E 2 MD/AN NOSE DETAIL C4 NOT TO SCALE 4CNOT TO SCALE v w J O Q O � m 9 DRAIN PIPE DETAIL Q) v C4 SCALE- 1 "=1 " 0" ^o TRENCH Q STREET 1 II 400.30 400.40 STA. 19+15.70 N 41.25' LT N 3 -0co BK SIDEWALK BK SIDEWALK BK SIDEWALK 401.15 400.89 400.69 400.89 401.68 Q) N FINISHED AC PA VEMENT MODIFIED ALLEY APPROACH i :I DOMED CONCRETE CAP 8" AC PAVING 1 GRADING PLANE I STA. 18+65.10 N 33.0' L T STA. 18+83.10 - 33.0' L T a CONCRETE FILLED FL 400.48 FL 400.52 Com? CL Li, 4"0 SCHEDULE 40 __j GAL V. STEEL PIPE - PAINT AS REQUIRED I Q ' =1 11=1 11=1 11=1 11=1 11=1 I I -I I -III -III -III -I 11=' -1 I I -III -III -III -III -I I� �I 11=1 11=1 11=1 I I-= m CIO CONCRETE SLAB -1 I I, 1 1 1 1 1 1 II I II I II I II I I I I II I I rl I II 111 1111 .I I 1-1 1 " BACKFILL COMPACTED TO 1 y I I I 95q OR 2 SACK SLURRY 2570 CLASS 200 I I TO GRADING PLANE STA. 15+54.00 N 41.25' LT IRRIGATION MAIN LINE I I BK SIDEWALK MODIFIED ALLEY APPROACH IBK SIDE ALK BK S/DEWALK a < . 400.58 400.33 400.15 400.35 6 "= -1.009' 400.70 =1 I III 11111 I I I III I II ,I 1 "' ► I UNDER PA VEMENT AREA 1 o I I I 111 L I :-Jr CONCRETE FOOTING � I I 1 3 O ELEC. CONDUIT I _ Z 1111 , ;,,-CONDUID BED ABOVE �...:.. 1 = - ct ,, STA. 15+01.00 33.0' LT STA. 15+36.00 N 33.0' LT v I I I�I I I v rl=rrr-rt 177 n=iTr= -1 11-1 11-1 1-111= 1 FL 399.91 FL 399.98 © CL 12'0 I I 'j I I� _='u 1=1. - 4 " SAND BED o 2'-0" WIDE TRENCH 6 MODIFIED ALLEY APPROACH I C4 SCALE 1" = 10' 4 GUARDPOST DETA/L rs_" COMMON TRENCH DETAIL CtSCALE- 112"_--1"_0"* C4 SCALE. 1 "=1 "-0" CONSTRUCT/ON DETAILS File Name: T9K117 Drawn: OP STREETSCAPE IMPROVEMENTS - 'O' STREET CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer. BM SHEET N0. Date: 2/7/11 Checked By. 9 f. TRUXTUN AVE TO 24TH STREET C45 OF 48 0 1 2 3 R = 0.5' (15mm) d (BQnln) (15mm) " WD 7H (am) (15mm) LO'(aam) or less OVEN) rider 4,0 wider both AWn both &Vw t. Ta?►f► t.0'(Q3m) wider f%0' Q1") wider 20'(Aft) or more LS' Q4Sm to(Q.5n) wlder both aidlea both sides R/W Line or 10' (3.0m) Min. blraaaaed cit 30' (tom lklr At -t ofd Af-Y REVISIONS 7t Q1 afee rhMe ho VAtM Of at *R* AW & fMt fffi 80�+,(Q81f) alb I X244" (Q b^ Expansion BSO, 2!Z' Old baler mm safer orae a* M0" (Qmb SECTION A A Joint � � 1. All work shown shall conform to the applicable sections ° of the specifications entitled 'Standard Specifications R = 0.5' 04 State of California, Department of Transportation, QtSln (QlZIp) N 10. No driveway construction is permitted in the street or � du ftft) A sidewalk width (Section A -A), sidewalk shall be removed (15mm) on each side of driveway for ramp construction. Subgrade 1L No portion of the driveway or ramp is to be on adpcent irY new property frontage without prior approval of the City Engineer. (Nva..W 4 12. All driveway locations are subject to approval by the 3. Concrete for driveways shall be pass A', and City Engineer shall be within 2.5' (65mm) and 4.5' (0.11m) slump, 6.0' (0.15m) thick and with light broom finish. 13. Concrete shall contain no additives unless prior approval is obtained from the City Engineer. 4. Expansion pints shall be installed as shown. 14. Concrete shall be cured with o white pigmented curing 5. All existing concrete curb, gutter, and sidewalk compound complying to Section 90-7.018 of the shall be saw cut at a right angle to the flow line. Standard Specifications 6. Total maximum allowable driveway width shall not .. ° d d ^ exceed 6OX of commercial property frontage. Drive- ° e d ° � N" way dimension as defined on plan shall be the basis TYPE 'A XU TYPE 'B' COMMERCIAL DRIVEIt R = 0.5' 7. Use of Type B' drive approach is only allowed by APPROACH TYPE 'B' ow ,a" KT.& ,b �v (15mm) 10' (0.25m) Radius b a� 8. Permit for driveway construction shall accompany Qin ST -4 actual works R = 0.5 (15mm) CALIFORNIA r IS (15mm) PUBLIC WORKS DEPARTMENT gd ° a° 4 a a 4d 4EL I a o. tr xGUTTER (ain) Or .,Gutter only allowed where approved by City Engineer. TYPE 'C' NOTES., 1. All work shall conform to the applicable sections of the Standard Specifications, State of Califomio, Department of Transportation, approved current edition, and the following general notes: 2. Subgrode preparation for Type A', B', and C' curbs and gutters shall be constricted true to grade and cross section with compaction of 90X to a depth of 6.0' (0.15m) below the subgrode. 3. Concrete for curb and gutter shall be class B' and shall be within 2.5' (65mm) to 5.5' (0.14m) slump. 4. Timber forms shall be surfaced on the on the side placed next to the concrete and shall not be less than 1.5' (40mm) thick after being surfaced. 5. Top and face shalt be troweled smooth, then given o Anot fine brush finish. 6. Where existing curb and gutters are to be replaced, new construction shall match existing construction unless otherwise directed by the City Engineer. 7. Concrete shall contain no additives unless prior approval is obtained from the City Engineer. 8. Concrete sholl be cured with a white pigmented curing compound complying to section 90-7.018 of the standard specifications 9. Existing sections of curb and gutter shall be sawcut at the limits of the area to be reconstructed. Standard curb return radius sholl be 20' (6.1m) min. on local streets and 30' (9.1m) min. on all arterials and collectors or locals at 10. Weakened plane pints or cold joints shall be constructed at 15' (4.6m) intervals Expansion pints shall be at each side of structures and at ends of curb returns 11. Type B' curb and gutter is required on al/ types of streets unless another is expressly permitted by the City Engineer. 12. Type A' curb and gutter is permitted only where approved or required by the City Engineer. 13. Type C' curb may be permitted by the City Engineer only in Mobile Home Parks, and R -S -2.5A (Residential Suburban Two-AndOne-Half Acre Minimum Lot Size) Zone. 14. Permit for curb and gutter construction shall accompany actual work. 15. When constructing new curb and gutter, the existing pavement shall be sawcut a minimum of 2.0' (0.6m) from the lip of the gutter or as directed by the City Engineer. FLdWe1y ST -if" Expansion Joint Weakened _ Plane Joint Intersections with artenois or collectors or as directed ° by the City Engineer. a A°.. • ° a.4d Curb & a ° Gutter 15'Aft) At x d a ' belwu► �l1% Right-oyfy-way o . d / wlm p6trn lb apld IIane m Std T -i W O J, (401^1) Awl avamuft S1 bw&0 M" Wbdle Sv0' Lam Ata If Ai b tetae�e�► oro' (a�,►) 6f Aft (at�lf) Zr Zr -- ` t AYe. � d0. Mime ad And., k bra., Tho► bask of akitra� a (tOAfnf) ! baaklii it rev** agar *0 Aad► MW im be r egivelvil xw 80Wi' aka/ # 4.5' (1.4m) Minimum on all loco/ streets + I6000 5.5' (1.7m) Minimum on all arterials collectors, schools, hospitals, commercial, industrial, or as directed by the City Engineer. Witbvit 6.0' (1.8m) Minimum on meandering sidewalk. NOTES., L All work shall conform to the applicable sections of 8. Sidewalks shall be scored to a minimum depth of 0.125' the specifications entitled 'Standard Spedfrcations, (5mm) unless otherwise directed by the City Engineer. State of California, Department of Transportation ; approved current edition. 9. New sidewalk construction in blocks with existing sidewalk shall conform in dimension and location to 2. Subgrade preparation shall be constructed true to those in place, or as directed by the City Engineer grade and cross section, with compaction of 9OX to a depth of 0.5' (0.15m). 10. Existing sidewalk shall be sawcut and removed at the first scoring line at or beyond the planned pint. 3. Concrete shall be Class A' and shall have a slump between 2.5' (651nm) and 5.5' (140mm). The surface 11. A permit for sidewalk construction and reconstruction shall be finished to grade and cross section with afloat, shall accompany actual work. troweled smooth, and finished with a broom. 12. Any variance in finish, color, or material, from standard 4. Concrete shall contain no additives unless prior approval will require approval from the advisory agency. is obtained from the City Engineer. 13. Transitions in sidewalk types must be approved by 5. Concrete sholl be cured with a white pigmented curing the City Engineer. compound complying to Section 90-7.018 of the Standard Specifications FLaMleS ST-e11[v sMs �� 6. Weakened Plane Joints shall be installed of 15' (4.6m) STANDAR D intervals and expansion pints at 60' (18.3m) intenrols. icu Expansion pints shall be located each side of a structure °�y and at the end of curb returns COMBINATION SIDEWALK KT,L 7. Expansion pint filler material shall consist of M6 pre formed strips of a durable, resilient compound. CITY OF BAKERSFIELD c•T_O 0.5' Rod (13mm) Typical TYPE 'M' MEDIAN CURB NOTES., 1. All work shall conform to the applicable sections of the Standard Specifications, State of California, Department of Transportation, approved current edition, and the following general notes 2. Subgrade preparation shall be constructed true to grade and cross section with compaction of 90X to a depth of 0.5' (0.15m) below subgrade 3. Concrete shall be pass B' and shall be within 2.5' (65mm) to 5.5" (0.141n) slump. 4. Timber forms shall be surfaced on the side placed next to the concrete and shall be less than 15' (401nm) thick after being surfaced. 5. Top and Face shall be troweled smooth, then given a final fine brush finish. 6. Where existing curbs are to be replaced, new construction shall match existing construction unless otherwise approved by the City Engineer. 7. Concrete shall contain no additives unless prior approval is obtained from the City Engineer. 8 Concrete shall be cured with o white pigmented curing compound complying to section 90-ZOlB of the Standard Specifications 9. Existing sections of curb shall be sawcut at the limits of the area to be reconstructed. 10. Type $/-1' and 'M-2' Median Curb only allowed as directed by the City Engineer. 11. Median curb to be constructed with forms or be controlled horizontally and vertically with stringline 12. When constructing new median curb, the existing pavement shall be sawcut a minimum of 2.0' (0.6m) from the face of the curb or as directed by the City Engineer I 14Long Rebar 14 Rebar, 8.0' (0.� spaced at 4.0' (12 set in 1.•1 P.C. and Sona Mortar. TYPE 'M 1' MEDIAN CURB (FORMED) Pb11M/ldlf BackMf compacted to 95Z relative compaction in roadway areas from 30' (0.9m) beyond back of curb, excluding all but the outer 1.0' (0.3m) of the median areas, and in alleys within the existing, accepted roadway improvements Backfill compacted to 90X relative compaction in all other areas o .0 Backfill in pipe zone compacted to 90X relative compaction. Backfill material within the pipe zone to conform to notes 1, 2 ,� .^ and 3. s N For public utilities , construction ` requirements as per the Public AIAN Utilities Commission General Orders 6.0' (0.15m) Bedding Mtpoe ertul for ASTM DP2321 s per NOTES., 1. Backfill for Rigid Pipe Backfill material within the pipe zone shall be free of deleterious material and shall have a Sand Equivalent of not less than 20 and shall conform to the following grading - Se ve rading.•Seve Size Percentage passing 3/4' (20mm) 100 No. 4 35-100 No. 30 20-100 This badkMl materia/ shall be placed in not to exceed one foot (1.0' loose)(0.3m) layers simultaneously on each side of the pipe in such a manner as not to damage or disturb the pipe on its alignment and grade. Each layer shall be thoroughly comp- acted by mechanical tamping. Backfill materia/ shall be properly compacted to sTringline prior to proceeding. 2. Backhll for flexible pipe Pipe and fittings shall be installed in accordance with the current ASTM specification D-2321 Only Class l and if embedment materials within the pipe zone will be considered suitable Within the pipe zone, water flooding and jetting shall not be used for backfill compaction for flexible pipe. The bedding and haunching shall be hand placed to the Spring line of the pipe and property compacted. For sewer mains Class l bedding is required for bedding and hounching. Care shall be taken not to dislocate the pipe. The remaining backfill in the pipe zone shall be hand placed and compacted in lifts not to exceed 6.0' (0.15m) thickness. Backfill materidt shall be properly compacted to springline prior to proceeding. TYPE 'M-2' MEDIAN CURB (FORMED) JOINTS., (a) Fumed Curbs. • Expansion pints shall be constructed every 30' (9.1m) with weakened plane pints at 15' (4.6m). (b) Extruded Curbs- Weakened plane pints shall be constructed at 15' (4.6m) intervals (c) Two 14 longitudinal rebars shall be placed between the curb and the nose section. Bars shall hove a 2.0' (501nm) minimum verficcal dearance and shall be embedded 2.0' (0.6m) into the curb and nose section. Hamas 3T -SW i9tili Ann4 s Depth varies depending on the street's Traffic Index (Tl.). See Table 6' below *Street ' Zone TA CE B TRAFfTC INDEX DEPTH 3.0 - 5.0 1.2' (0.3m) 5.5-6.5 15' (0.45m) 7.0 - 8.0 2.0' (0.6m) 8.5 OR MORE 2.5' (0.75m) Bocklll compacted to 9OX relative compaction 9t Upper limit of pipe zone shall be 1.0' (0.3m) above top of pipe bell or the outside diameter of plain end pipe. Haunching Pipe or conduit 4. Testing of backfill materials shall be in accordance with the tests fisted in Section 6-3.01 of the Standard Specifications, (or ASTM D1557, Method C) for trench width greater than LO' (0.3m). ff trench width is less than 1.0' (D,3n), bac kfrll with 2 sack slurry. 5 Compaction tests will be required and shall be the respons- ibility of the Developer / Subdivider / Contractor. The number and location of the tests shall be determined by the City Engineer. The tests shall be in accordance with the tests fisted in Section 6-3.01 of the Standard Specifications (or ASTM D1557, Method C�. 6. Each layer of backfill material shall meet the compaction, sand equivalent and gradation requirements before the next layer is placed. 7. For pavement patches within paved areas, see standard drawing ST -12 in this design manual. TABLE 'A' fie fd1ow,ha d RPE WD 7H N GM7ETT DIAlOV av TAMPMIG GLASS I tIMAW OR SLURRY LO'(aam) or less J, (401^1) Awl avamuft S1 bw&0 M" Wbdle Sv0' Lam Ata If Ai b tetae�e�► oro' (a�,►) 6f Aft (at�lf) Zr Zr -- ` t AYe. � d0. Mime ad And., k bra., Tho► bask of akitra� a (tOAfnf) ! baaklii it rev** agar *0 Aad► MW im be r egivelvil xw 80Wi' aka/ # 4.5' (1.4m) Minimum on all loco/ streets + I6000 5.5' (1.7m) Minimum on all arterials collectors, schools, hospitals, commercial, industrial, or as directed by the City Engineer. Witbvit 6.0' (1.8m) Minimum on meandering sidewalk. NOTES., L All work shall conform to the applicable sections of 8. Sidewalks shall be scored to a minimum depth of 0.125' the specifications entitled 'Standard Spedfrcations, (5mm) unless otherwise directed by the City Engineer. State of California, Department of Transportation ; approved current edition. 9. New sidewalk construction in blocks with existing sidewalk shall conform in dimension and location to 2. Subgrade preparation shall be constructed true to those in place, or as directed by the City Engineer grade and cross section, with compaction of 9OX to a depth of 0.5' (0.15m). 10. Existing sidewalk shall be sawcut and removed at the first scoring line at or beyond the planned pint. 3. Concrete shall be Class A' and shall have a slump between 2.5' (651nm) and 5.5' (140mm). The surface 11. A permit for sidewalk construction and reconstruction shall be finished to grade and cross section with afloat, shall accompany actual work. troweled smooth, and finished with a broom. 12. Any variance in finish, color, or material, from standard 4. Concrete shall contain no additives unless prior approval will require approval from the advisory agency. is obtained from the City Engineer. 13. Transitions in sidewalk types must be approved by 5. Concrete sholl be cured with a white pigmented curing the City Engineer. compound complying to Section 90-7.018 of the Standard Specifications FLaMleS ST-e11[v sMs �� 6. Weakened Plane Joints shall be installed of 15' (4.6m) STANDAR D intervals and expansion pints at 60' (18.3m) intenrols. icu Expansion pints shall be located each side of a structure °�y and at the end of curb returns COMBINATION SIDEWALK KT,L 7. Expansion pint filler material shall consist of M6 pre formed strips of a durable, resilient compound. CITY OF BAKERSFIELD c•T_O 0.5' Rod (13mm) Typical TYPE 'M' MEDIAN CURB NOTES., 1. All work shall conform to the applicable sections of the Standard Specifications, State of California, Department of Transportation, approved current edition, and the following general notes 2. Subgrade preparation shall be constructed true to grade and cross section with compaction of 90X to a depth of 0.5' (0.15m) below subgrade 3. Concrete shall be pass B' and shall be within 2.5' (65mm) to 5.5" (0.141n) slump. 4. Timber forms shall be surfaced on the side placed next to the concrete and shall be less than 15' (401nm) thick after being surfaced. 5. Top and Face shall be troweled smooth, then given a final fine brush finish. 6. Where existing curbs are to be replaced, new construction shall match existing construction unless otherwise approved by the City Engineer. 7. Concrete shall contain no additives unless prior approval is obtained from the City Engineer. 8 Concrete shall be cured with o white pigmented curing compound complying to section 90-ZOlB of the Standard Specifications 9. Existing sections of curb shall be sawcut at the limits of the area to be reconstructed. 10. Type $/-1' and 'M-2' Median Curb only allowed as directed by the City Engineer. 11. Median curb to be constructed with forms or be controlled horizontally and vertically with stringline 12. When constructing new median curb, the existing pavement shall be sawcut a minimum of 2.0' (0.6m) from the face of the curb or as directed by the City Engineer I 14Long Rebar 14 Rebar, 8.0' (0.� spaced at 4.0' (12 set in 1.•1 P.C. and Sona Mortar. TYPE 'M 1' MEDIAN CURB (FORMED) Pb11M/ldlf BackMf compacted to 95Z relative compaction in roadway areas from 30' (0.9m) beyond back of curb, excluding all but the outer 1.0' (0.3m) of the median areas, and in alleys within the existing, accepted roadway improvements Backfill compacted to 90X relative compaction in all other areas o .0 Backfill in pipe zone compacted to 90X relative compaction. Backfill material within the pipe zone to conform to notes 1, 2 ,� .^ and 3. s N For public utilities , construction ` requirements as per the Public AIAN Utilities Commission General Orders 6.0' (0.15m) Bedding Mtpoe ertul for ASTM DP2321 s per NOTES., 1. Backfill for Rigid Pipe Backfill material within the pipe zone shall be free of deleterious material and shall have a Sand Equivalent of not less than 20 and shall conform to the following grading - Se ve rading.•Seve Size Percentage passing 3/4' (20mm) 100 No. 4 35-100 No. 30 20-100 This badkMl materia/ shall be placed in not to exceed one foot (1.0' loose)(0.3m) layers simultaneously on each side of the pipe in such a manner as not to damage or disturb the pipe on its alignment and grade. Each layer shall be thoroughly comp- acted by mechanical tamping. Backfill materia/ shall be properly compacted to sTringline prior to proceeding. 2. Backhll for flexible pipe Pipe and fittings shall be installed in accordance with the current ASTM specification D-2321 Only Class l and if embedment materials within the pipe zone will be considered suitable Within the pipe zone, water flooding and jetting shall not be used for backfill compaction for flexible pipe. The bedding and haunching shall be hand placed to the Spring line of the pipe and property compacted. For sewer mains Class l bedding is required for bedding and hounching. Care shall be taken not to dislocate the pipe. The remaining backfill in the pipe zone shall be hand placed and compacted in lifts not to exceed 6.0' (0.15m) thickness. Backfill materidt shall be properly compacted to springline prior to proceeding. TYPE 'M-2' MEDIAN CURB (FORMED) JOINTS., (a) Fumed Curbs. • Expansion pints shall be constructed every 30' (9.1m) with weakened plane pints at 15' (4.6m). (b) Extruded Curbs- Weakened plane pints shall be constructed at 15' (4.6m) intervals (c) Two 14 longitudinal rebars shall be placed between the curb and the nose section. Bars shall hove a 2.0' (501nm) minimum verficcal dearance and shall be embedded 2.0' (0.6m) into the curb and nose section. Hamas 3T -SW i9tili Ann4 s Depth varies depending on the street's Traffic Index (Tl.). See Table 6' below *Street ' Zone TA CE B TRAFfTC INDEX DEPTH 3.0 - 5.0 1.2' (0.3m) 5.5-6.5 15' (0.45m) 7.0 - 8.0 2.0' (0.6m) 8.5 OR MORE 2.5' (0.75m) Bocklll compacted to 9OX relative compaction 9t Upper limit of pipe zone shall be 1.0' (0.3m) above top of pipe bell or the outside diameter of plain end pipe. Haunching Pipe or conduit 4. Testing of backfill materials shall be in accordance with the tests fisted in Section 6-3.01 of the Standard Specifications, (or ASTM D1557, Method C) for trench width greater than LO' (0.3m). ff trench width is less than 1.0' (D,3n), bac kfrll with 2 sack slurry. 5 Compaction tests will be required and shall be the respons- ibility of the Developer / Subdivider / Contractor. The number and location of the tests shall be determined by the City Engineer. The tests shall be in accordance with the tests fisted in Section 6-3.01 of the Standard Specifications (or ASTM D1557, Method C�. 6. Each layer of backfill material shall meet the compaction, sand equivalent and gradation requirements before the next layer is placed. 7. For pavement patches within paved areas, see standard drawing ST -12 in this design manual. TABLE 'A' fie fd1ow,ha sha0 aWy far trwch wadi fa: RPE WD 7H N GM7ETT DIAlOV av TAMPMIG GLASS I tIMAW OR SLURRY LO'(aam) or less OVEN) rider 4,0 wider both AWn both &Vw t. Ta?►f► t.0'(Q3m) wider f%0' Q1") wider 20'(Aft) or more LS' Q4Sm to(Q.5n) wlder both aidlea both sides Faim ed STieI1LV J. Backh7l moteriol above the pipe zone shalt be bee axis of deleterious material and lumps or stones exceeding STANDARD 4.0' (75mm) in greatest dimension and shat/ be aww JW placed in not to exceed one foot (1.0' loose) (0.3m) TRENCH BACKFILL am layers and each /oyer shall be thoroughly compacted AND COMPACTION IL by mechanical tamping. R F 0I I T I2 F M F N T C sats ILTL C/T Y OF BA KERSFIEL D, CALIFORNIA ii -Curb Face / Rowline I' I I I I is 00) - so aftermI I I �„ �r I I I it (atm) - &UW m�odw �a I Install h dicop romp at I I I Expansion both curb turns per Joint COB. stun ST -10. City Expansion A RIX, Join t O. d a ine' A. . °. a . Rowle' < d ° flu Zo' pan) Expansion A Expansion Joint Joint PLAN o' OAR) 8 (Ldn) 1[0' Ila' i Leve he Gp' (Q,) !' (��) -r ti bar eo o mmer S C'i NOTES: 1. All work shall conform to the applicable sectio of the specirrcations entitled "Standard Specific ions, State of California, Deportment of Tronsporta n" approved current edition. 2. Subgrade preparation for crossgutter all conform to the requirements of the Standard pecifications. 3. Concrete for aossgutter shall a Class A' and sholl conform to the requirem s of the Standard Specifications 4. Expansion Joints shat a constructed at every 30' (9.6m) or as directed y the City Engineer. 5. For standard h dicop romp dimensions and notes, see City Bakersfield Standard ST -10 or as directed b the City Engineer. 6. Conor for gutter shall be within 2.5' (65mm to 4.5" (116mm) slump. 7. oncrete shalt contain no additives unless or approval is obtained form the City Engineer. 8. Concrete shall be cured with a white pig- mented curing compound complying with section 90-7.018 of the Standard Specifroations. File Name: T9K117 PUBLIC WORKS DEPARTMENT Job No.: T9K117 Date: 2/7/11 t-ASED 9. open street permit is required for oll work done with City of Bokersfield's right-of-way. 10. Beari soil shall be compacted to 953' of maximum dry density determined by A.ST.M. D-1557 to a depth of 1.0' (O,3n elow crossgutter and 1.0' (0.3m) to each side of the cro utter. 11. The minimum a on all cross gutters is 0.6X unless approved otherwise b he City Engineer. 12. All crossgutte locati and sizes are to be approved by the City Engineer. 13. For map., retail commercia enters, the 12' (3.6m) wide crossgutter shall be elimino with the provision of other drainage facilities and wlt he approval of the City Engineer. FLQMee6 fr6o Y rine STANDARD =`" COMMERCIAL DRIVE amoo MW TYPE 'A' KLL CITY OF BAKERSFIELD ST CALIFORNIA PUBLIC WORKS DEPARTMENT Ramps and Driveway shat/ be constructed full width to the Right -of -Way fine or 10' (30m), whichemr is /on (See Section A -A and notes) _._ PLAN A Top Edge of Drive Approach Top of Curb Gutter flow Line s 100 q0F I of of ft ft Bvhw, ' 1.0" (25mm) Score Joint MO MM d'MVeiDNlatI nfgbe L-�-at centerline of drive ar Bottom of Curb ELEVATU7N ENGINEER ¢ C 46803 crn t0' ftW Aft (Ql.9n) CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF CIVIC- Pansion R/W Line or 10' (3.0m) Min. blraaaaed cit 30' (tom lklr At -t ofd Af-Y REVISIONS 7t DA TE afee rhMe ho VAtM Of at *R* AW & fMt fffi 80�+,(Q81f) alb I Expansion t - if RA&W lift I" of amw Otte To bene o atevaloe of Zr 2 Old baler mm safer orae a* M0" (Qmb SECTION A A Joint � � 1. All work shown shall conform to the applicable sections 9. A minimum of 22' (6. )m) of full height curb shall separate of the specifications entitled 'Standard Specifications driveways, except as noted on Traffic Standard T-20, or as State of California, Department of Transportation, approved by the City Engineer opproved current edition. 10. No driveway construction is permitted in the street or � du ftft) A sidewalk width (Section A -A), sidewalk shall be removed on each side of driveway for ramp construction. Subgrade 1L No portion of the driveway or ramp is to be on adpcent irY new property frontage without prior approval of the City Engineer. (Nva..W Gutter PLAN A Top Edge of Drive Approach Top of Curb Gutter flow Line Curb Face a0" 80" ar Bottom of Curb ELEVATU7N ENGINEER ¢ C 46803 crn t0' ftW Aft (Ql.9n) CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF CIVIC- Slope: 0.25' (5mm) per 12" (300mm) R/W Line or 10' (3.0m) Min. 0.5' (15mm) REVISIONS No. DA TE 6.0' (0.15m) x 6 0" (0.15m) QD' (Q&W AN. -/l0x/10n 4M t - if RA&W lift I" of amw Otte To bene o atevaloe of Zr 2 (54m) Ow botbn of ""a"b SECTION A A NOTES., � � 1. All work shown shall conform to the applicable sections 9. A minimum of 22' (6. )m) of full height curb shall separate of the specifications entitled 'Standard Specifications driveways, except as noted on Traffic Standard T-20, or as State of California, Department of Transportation, approved by the City Engineer opproved current edition. 10. No driveway construction is permitted in the street or 2. Where driveway is to be constructed for a portion of in alley returns. sidewalk width (Section A -A), sidewalk shall be removed on each side of driveway for ramp construction. Subgrade 1L No portion of the driveway or ramp is to be on adpcent preparation shall be constructed true to grade and cross property frontage without prior approval of the City Engineer. section, with compaction of 95Z to a depth of 6.0' (0.15m). 12. All driveway locations are subject to approval by the 3. Concrete for driveways shall be pass A', and City Engineer shall be within 2.5' (65mm) and 4.5' (0.11m) slump, 6.0' (0.15m) thick and with light broom finish. 13. Concrete shall contain no additives unless prior approval is obtained from the City Engineer. 4. Expansion pints shall be installed as shown. 14. Concrete shall be cured with o white pigmented curing 5. All existing concrete curb, gutter, and sidewalk compound complying to Section 90-7.018 of the shall be saw cut at a right angle to the flow line. Standard Specifications 6. Total maximum allowable driveway width shall not FLM sT-v DV axvs exceed 6OX of commercial property frontage. Drive- STANDARD � N" way dimension as defined on plan shall be the basis XU of such determination. COMMERCIAL DRIVEIt amus 7. Use of Type B' drive approach is only allowed by APPROACH TYPE 'B' ow ,a" KT.& permission of the City Engineer. Mtrovtr a� 8. Permit for driveway construction shall accompany CITY OF BAKERSFIELD ST -4 actual works CALIFORNIA filY PUBLIC WORKS DEPARTMENT CONSTRUCTION DETAILS Drawn: DP STREETSCAPE IMPROVEMENTS - 'O' STREET Engineer: BM SHEET N0. Checked By 'R� TRUXTUN AVE TO 24TH STREET C46 OF 48 0 1 2 3 QRoFESS/ONV DEANCO 4 2 Z REGISTERED ENGINEER ¢ C 46803 crn y� EXP. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF CIVIC- OF CA1-�F BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 2 � � 3 � � CONSTRUCTION DETAILS Drawn: DP STREETSCAPE IMPROVEMENTS - 'O' STREET Engineer: BM SHEET N0. Checked By 'R� TRUXTUN AVE TO 24TH STREET C46 OF 48 0 1 2 3 W Q DOME HEAD DISK DETAIL P.C.C. slab not to be poured until paving Note: PCC Slab not to be placed until r h� is in place. Slab and lid to be 0.125' to paving is in place Lr 2.' 1 Mortar, 0.25' (3mm to 7mm) below new paving 20° (don) A.C. Paving Edge Pick Hole Sawcut (Optional) 1.0' (25mm) Letters, 0.5' x 0.375" Diamond 0.25" (6mm) Hign Mat, (12mm x 9mm) `41 •�• 0.125" (3mm) Deep �' • ' 'i, :, ,: ;:. I MONUMEN 1 1 Building paper or Top of Plastic in joints of pipe. , BKSF Monument a 0.5' (12mm) Hole «. in accordance with the provfsfons of ASTM C-47$ AO" (a23n) J Class A" Concrete 0.75' (20mm) Letters Pipe Casing it Q.AII 0.125" (3mm) High 2.0' (0.6m) Square PLAN in diameter, shall be lined with 'r Lock' or approved equal. Concrete Pad 76 in 12125' 930SECTION THRU MONUMENT oar (awn) �ars� 424n asps' (�� a ns� (lawn NOTEsi AW a2 m ars' (lair.,►) 1. All work shall conform to the applicable sections of the _TFspecifications entitled 'Standard Specffmcation,; State of mr -• California, Deportment of Transportation- approved current Q ( �. ( � edition, and the following general notes. 2. Castings shall conform to the provisions of the specifications is used comers shall be squared off. for grey -iron castfng4 serial designation ASTM. A48, dass no. 30B a,rrs' (fawn) ra1?S' (aa�r) 3. All frames and covers shall be tough, grey cast iron, free 5 Expansion material or 2.0' (50nm) deep pint between faBrS' (Qa1n) from warps, cracks, swells and cold sheet, and shall have a QMmOp workmanlike finish. GUTTER DEPRESSI❑NS SECTION A -A 4. The seats of frames and bearing faces of the covers shall be Stomp Disk with R.C.E. machined for a smooth, non -rocking fit between the two castings or L.S Number. Engineer. �r 5. Casting shall be thoroughly cleaned and dipped twice in a Concave depression for preparation of asphalt or coal tar and oil applied at 300° F D-17 Surveying purposes. to form a firm and tenacious seal. CALIFORNIA 6. Concrete shall contain no additives unless prior written approval is obtained from the City Engineer. a n 7, Concrete shall be cured with a white pigmented curing compound complying with section 90-7.016 of the Standard Specifications 8. The surface shall be finished to grade, troweled smooth, and given a light broom finish. 9. All concrete used shall be Gass A" aw (,Awn) la lire name of the manufacturing company shall be on the underside of the cover. Disk shall be Leitz Disk and Stem to be 1L Pipe casing shall be 10' (0.25.,) ID. steel, ASS, or as No. 8134-13 or N cast together of Bronze directed by the City Engineer. approved equal F- W FRM 0. 4,38' x 2.0" dank Iimm x 50mm � STANDARD 57�iid DOME HEAD DISK DETAIL Shelf 1 removed between walls and Inlet 1 1 the broken edges shall be plastered smooth with v v cement mortars /ALAN AT BOTTOM PLAN AT SURFACE P.C.C. slab not to be poured until R=0.5" paving is in place. Stab and lid (12mm) to be 0.125" to 0.25' (3mm to 6mm) below new finished paving. () 44!a y w TA NOTES., r h� and splices at top of pull box with Lr 2.' 1 Mortar, 1 All work shall conform to the applicable sections of the .4s' h +�►►)C -- ecffmcations entitled Standard sp Specifications, State of Where incoming and outgoing California, Department of Transportation; approved current edition. sewers in a manhole vary in • ' 'i, :, ,: ;:. I size, extend lower halves of is 1 1 sewers 8.0" (0.2m) beyond of pipe. , Uinside of wall and shape Shelf ZS in accordance with the provfsfons of ASTM C-47$ AO" (a23n) J Class A" Concrete current edition. transition channel between 4. All sewer manholes, for sewer lines larger than 18' (0.46m) Section A-4 in diameter, shall be lined with 'r Lock' or approved equal. ends of lower halves of pipes " 76 in n I Plans D72 & D74 and mates shall be type 24 in Cbss ConcrEtd'; L---- "9 ". _ ` f=--�_�_--.J Where incoming and outgoing sewers in a manhole are of the same diameter, the top half of pipe shall only be Shelf 1 removed between walls and Inlet 1 1 the broken edges shall be plastered smooth with v v cement mortars /ALAN AT BOTTOM PLAN AT SURFACE P.C.C. slab not to be poured until R=0.5" paving is in place. Stab and lid (12mm) to be 0.125" to 0.25' (3mm to 6mm) below new finished paving. () 44!a y w TA NOTES., 20' and splices at top of pull box with Lr 2.' 1 Mortar, 1 All work shall conform to the applicable sections of the Dry Dr Packed ecffmcations entitled Standard sp Specifications, State of Aft California, Department of Transportation; approved current edition. �0' (f 1h►) Standard Tee C.H. = curb height 2. All unlined manhole pints shall be filled with Kent seal or approved black mastic equal. Inside of manholes must be mortared and neatly raked or wiped on inside 4r (lown) Mn. 6� of pipe. , 3. Pre cast reinforced manhole sections shall be constructed ars'(aca+;);; in accordance with the provfsfons of ASTM C-47$ AO" (a23n) J Class A" Concrete current edition. Standard 90° Elbow 4. All sewer manholes, for sewer lines larger than 18' (0.46m) Section A-4 in diameter, shall be lined with 'r Lock' or approved equal. (Lan) 5. Concrete pad shall be cured with a white pigmented curing compound as per section 90-7.018 of the standard specifications Shelf slope is 8.33q 6. See standard drawing SW -6 for frames cover, and drop manhole details 7. All channels shall be smooth finished with steel trowel. 4 Ar ;: �; Shelf shall be broom finished for slip resistance. (alr►) e.• f 111,1 epnciete STANDARD"t"' .rW 462+' 1,fin) MANHOLE °� stMV TYPE 'A' ears AT& Special s a Ma Aggregate SECTION CITY OF BAKERSFIELD (Calcareous) CALIFORNIA SW -2 arf PUBLIC WORKS DEPARTMENT 12' (0.3m) concrete collar (if not located in sidewalk) Waterproof next location tag III -111-11I ;`: 3 1/2 (N9) Pre -cost concrete Pull Box �' y W d Duct Seol Plug Schedule 40 - 1.5' (40mm) PVC electric conduit 12" (0.3m) Min. Radius To Street Light FLI EET O H T I N G COVER DETAIL NOTESi 1. Locate street light pull box in sidewalk within 5.0' (1.5m) of street light standard 2. Remove cover before placing concrete Keep inside of box free of overspill. J. Pull box shall be size 3 1/2 and shall be located within 5.0' (1.5m) of the street light and installed flush with the sidewalk Gravel (0.75' or 20mm max.) shall be placed under the pull box for drainage. Pull box cover shall be marked to identify it as street lighting. Pull box shall be pre cast concrete. Slope away from Pull Box ITi 11-1 I I I I • lil�l I-1 11-1 I I-1 I=-. 2.0' (50mm) Min. 9 O O 9 O O m� 0.75' (20mm) Max. size gravel bed To Utility Service -� 0.5' or 0.625' x 8.0' _ (13mm or 16mm x 2.4m) Grounding Rod (at street tight pull box only) PULL BOX DETAIL Waterproof Splice ,___V J8 Bare Solid Ground ire Direct Burial Ground Clamp INNER BOX DETAIL FRE Mryi ST-S&W a A aara oh cab Pavement 6 0' (a 15w) ML - Standard Manhole Cover and collar per city standard SW -6 1.0' (Lan) Mortar Seal Standard Tee Construct Inside Drop Water Seal (rubber gasket) Space at equal Min. 2 stainless steel straps at max. Distances�o.(fn) 3.0' (1.2m) spacing attached to manhole mME shaft with stainless hardware ' , Standard 90° Elbow .%A e` . �(4b) Class A' Concrete INSIDE DROP or (a iso) Coil conductors and secure fuse holder 20' and splices at top of pull box with 1.5'- 2.0' cable ties. Waterproof in -fine fuse holder (at street tight puff box only). (0.5m - 0.6m) slack wire between Cover and Collar connections ry Waterproof Splice ,___V J8 Bare Solid Ground ire Direct Burial Ground Clamp INNER BOX DETAIL FRE Mryi ST-S&W a A aara oh cab Pavement 6 0' (a 15w) ML - Standard Manhole Cover and collar per city standard SW -6 1.0' (Lan) Mortar Seal Standard Tee Construct Inside Drop Water Seal (rubber gasket) Space at equal Min. 2 stainless steel straps at max. Distances�o.(fn) 3.0' (1.2m) spacing attached to manhole mME shaft with stainless hardware ' , Standard 90° Elbow .%A e` . �(4b) Class A' Concrete INSIDE DROP or (a iso) Pavement 20' Round aLin Standard Manhole OH Gutter Cover and Collar A and A-1 catch basins and 3.0' (757)m) for other inlet per Std. SW -6 Mortar Seal �0' (f 1h►) Standard Tee C.H. = curb height Water Seal (rubber gasket) 66.4 4r (lown) Mn. 6� .4 thick. ars'(aca+;);; air ape 6120 AO" (a23n) J Class A" Concrete Standard 90° Elbow OUTSIDE DROP Section A-4 CITY OF BAKERSFIELD, CALIFORNIA NOTESi 1 All work shall conform to the applicable sections of the specifications entitled Standard Specffication4 State of California, Department of Transportation, adopted current edition. 2. Drop manholes will only be allowed with the approval of the City Engineer. 3. All manholes shat/ conform to Sec. 3.2.3 of the manual text. 4. Drop manhole is only allowed ff drop distance is 30' (0.76m) or greater. "Maximum slope allowed inside manhole Street Light Toward center Toward Street of intersection NUMBERING ORIENTATION NOTES- 1. For metal poles, apply backing to a clean surface. 2. Backing plate shall be Almetek EMP - 2.56 or approved equal on alt city approved poles. J. Numbers used shall be Almetek PS - 2.5 series or approved equal. 4. Pressure sensitive markers of reflected scotchlite blue numbers on a white background. 5. Bottom of letter block is 9.0' (2.7m) from grade / sidewalk elevation, adjust as needed to clear hardware or appurtenances 6. For street light pole standards, see detail ST -22. 7. Developer / contractor shall install city approved numbers on all street light poles Reinforcing steel, see plan view. Alhambra foundry curb armor IA -3911 with anchors or equal Protection bar -I (see note 79 / 0.5' (15mm) Diu. Stirrup / 1.0' x 17' (25mm x 0.4m) support bolt with hex nuts R=3.0" (75mm) - 4 bars bent down Gutter and imbedded into Grit waa L0' (0.3m) typ. PLAN 20' = 50mm Alhambra foundry go1v. frame & 4.0' = 100mm cover / A1530 with 2.75' (70mm) 6. stainless steel socket head set screws (set opposite and finished SI6 See steel flush) or equal. ypr plate detail l./ pIP fty* 1•Y w No. 4 bar (tel see note /4 a � Rounded, R=p0e wall thickness a 3e ^� Slope to outlet ' from all directions 1 Subgrade is optional with contractor r.0'(l1MM Water stops on plastic pipes SECTION A -A G ° i n a d kldN{ �Iw 1.0' . (25mm) a. CLR .[ a <x0, i J AS REINFORCING AROUND PIPE fff File Name: T9K117 PUBLIC WORKS DEPARTMENT Job No.: T9K117 Da te: 2/7/11 F'LEWM rr-mKV I Adjusting nuts to be tightened and secured in place when plate is in proper position. R=0.25" (6mm) �_ Ngutter J:47kflowlfne 4 T �•- . a ' R=1.5" (401mm) - Expansion material deep pint be I r l betweewee n box and depression STEEL PLATE DETAIL NOTES., 1. All concrete shall be class A' and shall be within 2.5' (65nnm) to 55' (0.146) slump. 2 Slab to be poured monolithic with sidewalk where sidewalk is required or needs replacing. Surfaces of all exposed concrete shall match slope, finish, color, and scoring of adjacent concrete 3 Wall thickness: T=6.0' (D.15m) except when H>8' (2.4m), T=80' (0.2m) or 06' (2.4m), T=8 0' (0.2%). Catch basin walls shall be increased by 2.0' (50mm) minimum in thickness ff poured against natural ground in flet of outside face tams. 4. Wall reinforcing not required when H=8.0' (2.4m) or less and L=7.0' (2.1m) or less Walls exceeding these limits shall be reinforced with No. 4 bas at 1.5'(0 4.5m) 0 both ways AIV reinforcing shall be No. 4 bars 1.5' (40mm) dear of inside face unless otherwise shown. 5. All exposed metal parts shall be galvanized after fabrication. 6. Support bolts shall be installed when length of opening exceeds 5.0' (1.57)) O.0 and shall be spaced between 30' (0.9m) to 5.0' (1.5n) O.C. 7. Men curb opening exceeds 5.5' (0.14m), a plain round steel protection bar LO' (25mm) el dio, shall be installed. Ba shall be imbedded 5.0' (156) at each end. 8. Pipe shall be as specified or as directed by the City Engineers The angular cut on the pipe shall be made as directed by the aty Engmer. 9. All work shall conform to the applicable sections of the specifications entitled Standard Specifications, State of California, Department of Transportation; approved current edition. rLD M ID 1-44CV Drawn: DP Engineer: BM Checked By 46 ROKDE 9' GAJ X INP' a&W FAlBlI S RAIE Es � W - - c ff SY am aw Ai6 R94M CA6 R IIEW 71P= ADW A7Ait FLIP AY/J7=TltiA1 W LRX SWET WN ARIEIW J7W 1AVW fuL ACLS bV ALL MEOW p�E S1:L'TlAII 68� TiAWG STANDARD '"` 07/" LM TYPICAL MMM EG DUALS apo s m AT DYiERSECTma vnii LOCAL STREETS '0"s ars CfiY Cr- BAKEF09RD CXPOFM T-19 am Fns« woks Normal &f �. ,. Normal Normal Normal C.H. � C.H. C.H. ��% � 30' C.N. iq- F5 . GLfter Valle/�•H� ��Fw'lg//e H.&D. Un tGutt Va��tY �� Limits PLAN PLAN if A yuho DW A Catch Rasin Grade Sao Tvne A L Al Catch Rash on .rMde Normal w A I CH. Ar �► Clear RO° �ymal Normal a0' pMi Normal Opening C.H. Cy, �'As*) C.H.&O. limits Gut fe Gutter ,P� 1 tir 1�d0°air Slope Break Line PLAN PLAN �TMe GO a3 rj= GOL Inlet on Grade Normal Gutter Top of Abwd &*W Abmd CA APWM CA flow(ine Curb Normal Gutter Top of Level Flowline Curb Sir L ("a) 0 (W 4H 0 CA aMs a w .IO' 6t0' dMl at0' *8" ) Lf" fi,TJWA *20(ado) Air #p0AWO PROFILE PROFILE &+ade nrlet and Catch Tteeeln On Q-dd0 I aff 0" PUBLIC WORKS DEPARTMENT I I QROFESS/0N SEAN� REGISTERED VlL ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF CIVIL o�� BAKERSFIELD, CA 93301 OF CA1-\F REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / CONSTRUCTION DETAILS STREETSCAPE IMPROVEMENTS - 'O' STREET TRUX TUN AVE TO 24TH STREET �.s�asc SHEET NO. C47 OF 48 0 1 2 3 it .an NOTES., Round 1. D = gutter depression, it shall be 20' (50mm) for type OH Gutter A and A-1 catch basins and 3.0' (757)m) for other inlet Slope t)pes unless otherwise shown. C.H. = curb height CH. -f D Limits = /knits of tftal depression as gutter. 2. Gutter depression shall be doss 9' P.CC 6.0' (0.15m) thick. • 1rd0' air ape 6120 3 GDO, GO, and 60L inlets may be used with approval of the Cfty Enginer. GDO, G0, and GOL inlets shall be Section A-4 constructed, without step4 in conformance to the State of California Department of Transportation Standard Plans D72 & D74 and mates shall be type 24 in conformance to standard plan 077-8 FLEMAMS L-1711EV 4. Details for A.C. Pavement. When PCC pavement aMl[ is used comers shall be squared off. STANDARD Ml11NM .ILII 5 Expansion material or 2.0' (50nm) deep pint between QMmOp box and wings GUTTER DEPRESSI❑NS K SMV sots 6. Grates only allowed with the approval of the City /IT.S Engineer. �r CITY OF BAKERSFIELD D-17 CALIFORNIA I aff 0" PUBLIC WORKS DEPARTMENT I I QROFESS/0N SEAN� REGISTERED VlL ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF CIVIL o�� BAKERSFIELD, CA 93301 OF CA1-\F REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / CONSTRUCTION DETAILS STREETSCAPE IMPROVEMENTS - 'O' STREET TRUX TUN AVE TO 24TH STREET �.s�asc SHEET NO. C47 OF 48 0 1 2 3 W O rl 1 %2" BASE PLATE C OF POLE & FOUNDA TION POLE SHAFT 2" MIN. GROUT CONCRETE SLAB I 1 < � 1 W W ,. < I Z 2-14 SPIRALS A T TOP L L CAST -IN -DRILLED HOLE /8 VERT BARS ! < PILE FOUNDA TION (TOTAL 10) / 14 SPIRALS270 ANCHOR BOLTS / I @ 6" ac. L . ` � < (TOTAL 4) 3" CLR. Y L 1 TYP. < 2-114 SPIRALS A T BOTTOM — FOUNDATION SECT/ON SCALE 1/2"=1' 0" TYPE 17-3-100-20 ^O 1 3/4" BASE PLATE 18 VERT. BARS (TOTAL 10) #4 SPIRALS @ 6" ox. ----. 2-114 SPIRALS AT BOTTOM — ` LI 1 L ;IL ` , / '1 L [ �. 1 L 1 L I < L G ' o [ G < L 41 /. 1� .L < L l WASHERS EACH L L G GCL. L CONDUIT AS REQUIRED [ < L L < L L 1 /.f' .c L < L 3" CLR. ` TYP. < L L c / a C OF POLE & FOUNDA TION POLE SHAFT 2" MIN. GROUT CONCRETE SLAB .1 � < ' 2-14 SPIRALS A T TOP CAST -IN -DRILLED HOLE PILE FOUNDA TION 2"0 ANCHOR BOLTS (TOTAL 4) FOUNDATION SECT/ON SCALE. • 1/2 TYPE 24-4-100-35 TYPE 19-4-100-28/25 C OF POLE & FOUNDA TION LIGHT STD. 2" MIN. GROUT SIDEWALK 6-#6 BARS EQUALLY SPACED #3 HOOPS- 4 REQ'D EQUALLY SPACED 2'-0"0 L/GHT STANDARD DETAIL SCALE 1/2"=1'-0" OF POLE & FOUNDA TION POLE SHAFT 1 3/4" BASE PLS TE 2" M/N. GROUT CONCRETE .SLAB 1 L< [ 1 1 W m4 < (^ < L Lu / F' 4. / L '<I L' <. / 4 L ./ < #8 VERT BARS L �f (TOTAL 10) �L <`. � L ,I i 1 <[ L #4 SPIRALS L @ 6" 0. c. 4 < L.. <.. i , < 1 t 3 CLR. 2-#4 SPIRALS 4. AT BOTTOM Z' , TYP. L / < U n 2-#4 SPIRALS A T TOP CAST -IN -DRILLED HOLE PILE FOUNDATION 270 ANCHOR BOLTS (TOTAL 4) FO UNDA T/ON SECTION SCALE 1/2"=1' 0" TYPE 29-5-100-50 eROFESS/0Nv SEAN REGIST ED ENGINEER Q C 46803 c y� Exp. 6-30-11 CITY OF BAKERSFIELD �� 1501 TRUXTUN A VENUE qTF CIVIC- p�� BAKERSFIELD, CA 93301 OF CAO- REVIS/ONS_ No. DA TE DESCRIPTION 1 / / 471 / / / W H/VLr7UR DVLIJ N (TOTAL 4) I FOUNDATION SECT/ON TYPE 1A SCALE.- 1/2"=1'-0" CONS TRUC T/ON DETAILS File Name: T9K117 Drawn: DP STREETSCAPE IMPROVEMENTS - 'O' STREET CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM SHEET N0. Date: 2/7/11 Checked By 'R,j TRUXTUN AVE TO 24TH STREET C48 OF 48 0 1 2 3 L < 1 1 / L ` l 74000 PSI CONCRETE L I < L 4-3/47024" GAL V. ANCHOR o F BOLTS WITH 2 NUTS & M, WASHERS EACH �3"CLR. GCL. L CONDUIT AS REQUIRED < 6-#6 BARS EQUALLY SPACED #3 HOOPS- 4 REQ'D EQUALLY SPACED 2'-0"0 L/GHT STANDARD DETAIL SCALE 1/2"=1'-0" OF POLE & FOUNDA TION POLE SHAFT 1 3/4" BASE PLS TE 2" M/N. GROUT CONCRETE .SLAB 1 L< [ 1 1 W m4 < (^ < L Lu / F' 4. / L '<I L' <. / 4 L ./ < #8 VERT BARS L �f (TOTAL 10) �L <`. � L ,I i 1 <[ L #4 SPIRALS L @ 6" 0. c. 4 < L.. <.. i , < 1 t 3 CLR. 2-#4 SPIRALS 4. AT BOTTOM Z' , TYP. L / < U n 2-#4 SPIRALS A T TOP CAST -IN -DRILLED HOLE PILE FOUNDATION 270 ANCHOR BOLTS (TOTAL 4) FO UNDA T/ON SECTION SCALE 1/2"=1' 0" TYPE 29-5-100-50 eROFESS/0Nv SEAN REGIST ED ENGINEER Q C 46803 c y� Exp. 6-30-11 CITY OF BAKERSFIELD �� 1501 TRUXTUN A VENUE qTF CIVIC- p�� BAKERSFIELD, CA 93301 OF CAO- REVIS/ONS_ No. DA TE DESCRIPTION 1 / / 471 / / / W H/VLr7UR DVLIJ N (TOTAL 4) I FOUNDATION SECT/ON TYPE 1A SCALE.- 1/2"=1'-0" CONS TRUC T/ON DETAILS File Name: T9K117 Drawn: DP STREETSCAPE IMPROVEMENTS - 'O' STREET CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM SHEET N0. Date: 2/7/11 Checked By 'R,j TRUXTUN AVE TO 24TH STREET C48 OF 48 0 1 2 3 LEGEND STAMP CONCRETE BRICKFORM HERRINGBONE USED BRICK STAMP ONE SOLDIER ROW BRICK RADIUS TO MATCH. #EF -5100. MAXIMUM IMPRINT DEPTH 1/4". THAT CORNER. BRICKFORM FM-I671R. DAVIS COLOR, DAVIS COLOR, RED BRICK #ICO. RED BRICK #ICO. ..................... STAMP CONCRETE BRICKFORM RANDOM STONE #EF -700. ADA TRUNCATED DOMES. MAXIMUM IMPRINT DEPTH 1 /4". VARIOUS COLORS. DARK GRAY, FEDERAL NO. 36118. STAMP CONCRETE BRICKFORM ASHLAR CUT SLATE LANDSCAPE PLANTER WITH WELLINGTON MULTICOLOR Hill 1. # EF -3135. MAXIMUM IMPRINT DEPTH 1/4 in FAUX RIVER ROCK, MODEL WE -RR -MU -PN. DAVIS COLOR, SAN DIEGO BUFF #5237. C' XC' @ 450 CONCRETE PATTERN. 4" WIDE <XX SMOOTH FINISH. TYPICAL AT ALL CORNERS. QRpFESS/pN DEAN C) 2 REGISTERED C VlL EN INFER , T 0 46803 c - -- * Exp. 6-30-11 CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE 9T CIVIL BAKERSFIELD, CA 93301 F OF CA��F� REVISIONS No. DA TE I DESCRIP TION CONSTRUCTION NOTES: CONSTRUCT STAMPED CONCRETE SIDEWALK 3 ' 45' HERRINGBONE FINISH PA TTERN CRISSCROSS LINES R/W :>::>LWIJ R/W - - - - - :.. Q CONSTRUCT CONCRETE MEDIAN TO MATCH ILILI U11 11[Hill O ®.._. ._.,_.._ ....... ._.._..... ...-... ____ ___. — ..... ...... EXISTING FINISH. "-�`-�---------------------------------"`----------------- 11 I 4 Q3 CONSTRUCT C.MU. FENCE TO MATCH EXISTING. z 4 10 11 6 6 Q CONSTRUCT STAMPED CONCRETE MEDIAN 111111 1 p 8 WITH RANDOM STONE FINISH PATTERN. 8 U DAVIS COLOR #5447 + F5� INSTALL TIMBER BLOCK TO MATCH EXISTING. PALAM I N O � W I T- © INSTALL TREE WELL & GRA TING PER SHEET H13.. FCN - 7+00 V) 8+00 �� 9+00 10 00 11+00 Q = �7 CONSTRUCT C.M.U.PLANTER BOX PER TYPICAL DETAIL. W ® 2' PAVEMENT MARKING SEE SHEET T-6 AND T-9. 11 Hu U 8 = M STAMP SOLDIER ROW BRICK RADIUS. fl. Z E _ _ _.-----� z 10 CONSTRUCT STAMPED CONCRETE PAI/EMENT LLJ J w WI TH ASHLAR CUT SLA TE FINISH PA TTERN. 11 10 w HullV) 11 INSTALL A.D.A. DARK GRAY DETECTABLE WARNING — — — — — — — — — — — — — — — 4 11 4 6 6 U SURFACE WI TH TRUNCATED DOMES FEDERAL #36118. � Q 12 CONSTRUCT CONCRETE SIDEWALK TO MATCH R W O R/W EX/ST/NG FINISH. 5 3 13 INSTALL MONUMENT SIGN SEE PAGE MON. ---------------------------------------------------------�,� + 14 INSTALL SIDEWALK BENCH. Q STREET 12 4 4 3 1 W W 8 I 4" SMOOTH FINISH CONCRETE I s e CITY OF BA KERSFIEL D, CALIFORNIA STAMPED CONCRETE PATTERN BASES FOR SIGNAL AND LIGHTING 1O 3' DIAMETER TRAFFIC SIGNAL BASE. 02 2'-6" DIAMETER TRAFFIC SIGNAL BASE. p 2' DIAMETER TRAFFIC SIGNAL BASE. ® 1' DIAMETER LIGHTING BASE. O 2'-6" DIAMETER LIGHTING BASE. PUBLIC WORKS DEPARTMENT File Name: T9K117 Job No.: T9K 117 Date: 2/28/11 Drawn: K BOLAND En gin eer: B MCCL URE Checked By.- i'f l; SCALE: I" = 20' 101 TREE WELL L01"ATIONAND HARDSI""'APE PLAN STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 2471H STREET SHEET NO. H1 OF 73 0 1 2 3 Z LEGEND STAMP CONCRETE BRICKFORM HERRINGBONE USED BRICK STAMP ONE SOLDIER ROW BRICK RADIUS TO MATCH. #EF -5100. MAXIMUM IMPRINT DEPTH 1/4". THAT CORNER. BRICKFORM FM -1671R. DAVIS COLOR, DAVIS COLOR, RED BRICK #160. RED BRICK #160. STAMP CONCRETE BRICKFORM RANDOM STONE #EF -700. ADA TRUNCATED DOMES. MAXIMUM IMPRINT DEPTH 1/4. VARIOUS COLORS. DARK GRAY,, FEDERAL NO. 36118. STAMP CONCRETE BRICKFORM ASHLAR CUT SLATE LANDSCAPE PLANTER WITH WELLINGTON MULTICOLOR Hill I # EF -3135. MAXIMUM IMPRINT DEPTH 1/4". FAUX RIVER ROCK, MODEL WE -RR -MU -PN. DAVIS COLOR, SAN DIEGO BUFF #5237. 6'X6' @ 450 CONCRETE PATTERN. 4" WIDE 00< SMOOTH FINISH. TYPICAL AT ALL CORNERS. O 1 5 11+93.8 12+23.5 BEGIN LANDSCAPING END LAA = 1 11+87 (!1 W NEW MONUMENT SIGN W — — �- 2 W � Z — W 13 JW 1 U F-- 5 M.1.1. i' J DAVIS COLOR #5447 PALAM I NO 13+00 Q'STREET 4" SMOOTH FINISH CONCRETE IR 0 I 9 E F, F STAMPED CONCRETE PA TTERN . I PLAN I I � I W Q I �I o I Q 1 e W I I I 1 oJi J 1 1 bi.. I (d Lt r9 Lii 15+12.5 BEGIN LANDSCAPING DAVIS COLOR #6058 14+00 DUNE 15 4 C q IL I� IL Q Q Q J J J LO BASES FOR SIGNAL AND LIGHTING 07—DIAMETER TRAFFIC SIGNAL BASE. Q2 2'-6" DIAMETER TRAFFIC SIGNAL BASE. 03 2' DIAMETER TRAFFIC SIGNAL BASE. ® 1' DIAMETER LIGHTING BASE. 05 2'-6" DIAMETER LIGHTING BASE. j File Name: T9KI17 Drown: K BOLAND CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: B MCCLURE 0 Date: 2/28/11 Checked By.- 15+61.5 I END LAN SC e•. MINE I M Fl SCALE: 1" = 20' N QROFESSIoy SEAN REGIS TEREDCl VlL ENGINEER C 46803 * Exp. 6-30-11 i CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93301 P,\ - REVISIONS No. DA TE DESCRIP TION 1 � � 2 � � 3 � � CONSTRUCTION NOTES: ❑1 CONSTRUCT STAMPED CONCRETE SIDEWALK 45' HERRINGBONE FINISH PA TTERN CRISSCROSS LINES Q CONSTRUCT CONCRETE MEDIAN TO MA TCH EXISTING FINISH. Efl CONSTRUCT C. M. U. FENCE TO MATCH EXISTING. Q CONSTRUCT STAMPED CONCRETE MEDIAN WITH RANDOM STONE FINISH PA TTERN. E] INSTALL TIMBER BL OCK TO MA TCH EXISTING. © INSTALL TREE WELL & GRA TING PER SHEET H13.. a7 CONSTRUCT C.M.U. PLANTER BOX PER TYPICAL DETAIL. ® 2' PA VEMEN T MARKING SEE SHEET T-6 AND T-9. Q STAMP SOLDIER ROW BRICK RADIUS. 1 0 CONSTRUCT STAMPED CONCRETE PA VEMENT W/ TH ASHLAR CUT SLA TE FINISH PA TTERN. 11 INSTALL A. D. A. DARK GRA Y DETECTABLE WARNING SURFACE WITH TRUNCATED DOMES FEDERAL 136118. 12 CONSTRUCT CONCRETE SIDEWALK TO MATCH EXISTING FINISH. 13 INSTALL MONUMENT SIGN SEE PAGE MON. 14 INSTALL SIDEWALK BENCH. TREE WELL, LOCA TION AND HARDSI'""ALofznPE PLAN STREETSCAPE IMPROVEMENTS - 'D' STREET TRUXTUN AVE TO 24TH STREET �.s 07,sG SHEE T NO. H2 OF 1 0 1 2 3 Not a i z Cr z O 0 I - -1 - - i - ,,,DAVIS COLOR #6058 DUNE I 17+00 0 0 I 4" SMOOTH FINISH CONCRETE CONCRETE PATTERN DETAILS (NOT TO SCALE) CITY OF BA KERSFIEL D, CALIFORNIA STAMPED CONCRETE PATTERN PLAN BASES FOR SIGNAL AND LIGHTING 1� 3' DIAMETER TRAFFIC SIGNAL BASE. O 2'-6" DIAMETER TRAFFIC SIGNAL BASE. Q 2' DIAMETER TRAFFIC SIGNAL BASE. ® 1' DIAMETER LIGHTING BASE. 5� 2'-6" DIAMETER LIGHTING BASE. PUBLIC WORKS DEPARTMENT File Name: T9K117 Job No.: T9K 117 Date: 2/28/11 Drawn: K BOLAND En gin e er: B MCCL URE Checked By.- RID; SCALE: I" = 20' N QRpFESS10N DEAN R k F REGIS RED CIVIL ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELDJ�ENUEq CIVIC- � - BAKERSFIELD,NCAV 93301 TF OF Cq�-�F�� REV/S/ONS No. DATE DESCRIPTION CONSTRUCTION NOTES: Qt CONSTRUCT STAMPED CONCRETE SIDEWALK 45' HERRINGBONE FINISH PATTERN CRISSCROSS LINES Q CONSTRUCT CONCRETE MEDIAN TO MATCH EXISTING FINISH. F3 CONSTRUCT C.M.U. FENCE TO MATCH EXISTING. Q CONSTRUCT STAMPED CONCRETE MEDIAN WITH RANDOM STONE FINISH PATTERN. F5 1 INSTALL TIMBER BLOCK TO MATCH EXISTING. © INSTALL TREE WELL & GRA TING PER SHEET H I I C-7 CONSTRUCT C.M.U. PLANTER BOX PER TYPICAL DETAIL. E 2' PAVEMENT MARKING SEE SHEET T-6 AND T-9. Q STAMP SOLDIER ROW BRICK RADIUS t� CONSTRUCT STAMPED CONCRETE PAVEMENT W1 TH ASHLAR CUT SLA TE FINISH PA TTERN. it INSTALL A. D. A. DARK GRA Y DETECTABLE WARNING SURFACE WITH TRUNCATED DOMES FEDERAL #36118. t 2 CONSTRUCT CONCRETE SIDEWALK TO MATCH EXISTING FINISH. i3 INSTALL MONUMENT SIGN SEE PAGE MON. 14 INSTALL SIDEWALK BENCH. TREE WELL LOCATION AND HARDSCZY—AIPE PLAN STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 24TH STREET 0 1 IS -6 SHEE T NO. H3 OF 13 2 3 LEGEND STAMP CONCRETE BRICKFORM HERRINGBONE USED BRICK STAMP ONE SOLDIER ROW BRICK RADIUS TO MATCH. #EF -5100. MAXIMUM IMPRINT DEPTH 1/4 THAT CORNER. BRICKFORM FM -1671R. DAVIS COLOR, DAVIS COLOR, RED BRICK #160. RED BRICK #160. STAMP CONCRETE BRICKFORM RANDOM STONE #EF -700. ADA TRUNCATED DOMES. 0 o MAXIMUM IMPRINT DEPTH 1/�VARIOUS COLORS. DARK GRAY, FEDERAL_ NO. 36118. STAMP CONCRETE BRICKFORM ASHLAR CUT SLATE LANDSCAPE PLANTER WITH WELLINGTON MULTICOLOR iLm # EF -3135. MAXIMUM IMPRINT DEPTH 11411. FAUX RIVER ROCK, MODEL_ WE -RR -MU -PN. Hill I- DAVIS COLOR, SAN DIEGO BUFF #5237. 6'X6' @ 450 CONCRETE PATTERN. 4" WIDE 00< SMOOTH FINISH. TYPICAL_ AT ALL CORNERS. I - -1 - - i - ,,,DAVIS COLOR #6058 DUNE I 17+00 0 0 I 4" SMOOTH FINISH CONCRETE CONCRETE PATTERN DETAILS (NOT TO SCALE) CITY OF BA KERSFIEL D, CALIFORNIA STAMPED CONCRETE PATTERN PLAN BASES FOR SIGNAL AND LIGHTING 1� 3' DIAMETER TRAFFIC SIGNAL BASE. O 2'-6" DIAMETER TRAFFIC SIGNAL BASE. Q 2' DIAMETER TRAFFIC SIGNAL BASE. ® 1' DIAMETER LIGHTING BASE. 5� 2'-6" DIAMETER LIGHTING BASE. PUBLIC WORKS DEPARTMENT File Name: T9K117 Job No.: T9K 117 Date: 2/28/11 Drawn: K BOLAND En gin e er: B MCCL URE Checked By.- RID; SCALE: I" = 20' N QRpFESS10N DEAN R k F REGIS RED CIVIL ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELDJ�ENUEq CIVIC- � - BAKERSFIELD,NCAV 93301 TF OF Cq�-�F�� REV/S/ONS No. DATE DESCRIPTION CONSTRUCTION NOTES: Qt CONSTRUCT STAMPED CONCRETE SIDEWALK 45' HERRINGBONE FINISH PATTERN CRISSCROSS LINES Q CONSTRUCT CONCRETE MEDIAN TO MATCH EXISTING FINISH. F3 CONSTRUCT C.M.U. FENCE TO MATCH EXISTING. Q CONSTRUCT STAMPED CONCRETE MEDIAN WITH RANDOM STONE FINISH PATTERN. F5 1 INSTALL TIMBER BLOCK TO MATCH EXISTING. © INSTALL TREE WELL & GRA TING PER SHEET H I I C-7 CONSTRUCT C.M.U. PLANTER BOX PER TYPICAL DETAIL. E 2' PAVEMENT MARKING SEE SHEET T-6 AND T-9. Q STAMP SOLDIER ROW BRICK RADIUS t� CONSTRUCT STAMPED CONCRETE PAVEMENT W1 TH ASHLAR CUT SLA TE FINISH PA TTERN. it INSTALL A. D. A. DARK GRA Y DETECTABLE WARNING SURFACE WITH TRUNCATED DOMES FEDERAL #36118. t 2 CONSTRUCT CONCRETE SIDEWALK TO MATCH EXISTING FINISH. i3 INSTALL MONUMENT SIGN SEE PAGE MON. 14 INSTALL SIDEWALK BENCH. TREE WELL LOCATION AND HARDSCZY—AIPE PLAN STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 24TH STREET 0 1 IS -6 SHEE T NO. H3 OF 13 2 3 i Q Q N i i m LEGEND STAMP CONCRETE BRICKFORM HERRINGBONE USED BRICK STAMP ONE SOLDIER ROW BRICK RADIUS TO MATCH. 4t:EF-5100. MAXIMUM IMPRINT DEPTH 1/4' . THAT CORNER. BRICKFORM FM -1671R. DAVIS COLOR, DAVIS COLOR, RED BRICK #160. RED BRICK #160. STAMP CONCRETE BRICKFORM RANDOM STONE #EF -700. ADA TRUNCATED DOMES. MAXIMUM IMPRINT DEPTH 1/4. VARIOUS COLORS. DARK GRAY, FEDERAL NO. 36118. STAMP CONCRETE BRICKFORM ASHLAR CUT SLATE LANDSCAPE PLANTER WITH WELLINGTON MULTICOLOR Hill I # EF -3135. MAXIMUM IMPRINT DEPTH 1/4". FAUX RIVER ROCK, MODEL WE -RR -MU -PN. DAVIS COLOR, SAN DIEGO BUFF #5237. 6'X6' @ 450 CONCRETE PATTERN. 4" WIDE <XX SMOOTH FINISH. TYPICAL AT ALL CORNERS. I 21+00 22+05.07 BEGIN LANDSCAPING 22+57.0 PLAN 4" SMOOTH FINISH CONCRETE CONCRETE PA TTERN DETAILS (NOT TO SCALE) STAMPED CONCRETE PATTERN DAVIS COLOR .#0058 DUNE BASES FOR SIGNAL AND LIGHTING 07 -D -IA -METER TRAFFIC SIGNAL BASE. (D2'-6" DIAMETER TRAFFIC SIGNAL BASE. 03 2' DIAMETER TRAFFIC SIGNAL BASE. ® 1' DIAMETER LIGHTING BASE. 05 2'-6" DIAMETER LIGHTING BASE. File Name: T9K117 PUBLIC WORKS DEPARTMENT Job No.: T9K 117 Date: 2/28/11 Drawn: K BOLAND Engineer: B MCCLURE Checked By f� _R IW—1 _ 0 v f i � €IEi4E 0 QRpFESS/pN F� DEAN �! REGISTERED LLV14 ENGINEER C 46803 y� Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE 9TF CIVIL ��� BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION 1 � � 2 � � 3 � � N 471 CONSTRUCTION NOTES: Q CONSTRUCT STAMPED CONCRETE SIDEWALK 45' HERRINGBONE FINISH PATTERN CRISSCROSS LINES. 0 CONSTRUCT CONCRETE MEDIAN TO MA TCH EXISTING FINISH. a3 CONSTRUCT C. M. U. FENCE TO MATCH EXISTING. 0 CONSTRUCT STAMPED CONCRETE MEDIAN WITH RANDOM STONE FINISH PATTERN. INSTALL TIMBER BLOCK TO MATCH EXISTING. © INSTALL TREE WELL & GRA TING PER SHEET HIJ. 07 CONSTRUCT C.M.U. PLANTER BOX PER TYPICAL DETAIL. ® 2' PA VEMENT MARKING SEE SHEET T-6 ANO T-9. Q STAMP SOLDIER ROW BRICK RADIUS. tO CONSTRUCT STAMPED CONCRETE PAVEMENT WITH ASHLAR CUT SLA TE FINISH PA TTERN. 11 INSTALL A.D.A. DARK GRAY DETECTABLE WARNING SURFACE W/ TH TRUNCATED DOMES FEDERAL #36118. 12 CONSTRUCT CONCRETE SIDEWALK TO MATCH EXISTING FINISH. 13 INSTALL MONUMENT SIGN SEE PAGE MON. 14 INSTALL SIDEWALK BENCH. SCALE: 120' TREE WELL LOCATION AND HARDSCAPE PLAN STREETSCAPE IMPROVEMENTS - 'O' STREET . TRUXTUN AVE TO 247H STREET 4�2 Co SHEET No, H4 OF 1-7 0 1 2 3 i I I 0 I I LEGEND STAMP CONCRETE BRICKFORM HERRINGBONE USED BRICK STAMP ONE SOLDIER ROW BRICK RADIUS TO MATCH. #EF -5100. MAXIMUM IMPRINT DEPTH 1/4". THAT CORNER. BRICKFORM FM -16718. DAVIS COLOR, DAVIS COLOR, RED BRICK 4t160. RED BRICK #160. STAMP CONCRETE BRICKFORM„ RANDOM STONE #EF -700. ADA TRUNCATED DOMES. MAXIMUM IMPRINT DEPTH 1 /4- . VARIOUS COLORS. DARK GRAY, FEDERAL NO. 36118. STAMP CONCRETE BRICKFORM ASHLAR CUT SLATE LANDSCAPE PLANTER WITH WELLINGTON MULTICOLOR # EF -3135. MAXIMUM IMPRINT DEPTH 1/411.EM FAUX RIVER ROCK, MODEL WE -RR -MU -PN. DAVIS COLOR, SAN DIEGO BUFF #5237. 6'X6' @ 4.50 CONCRETE PATTERN. Z+" WIDE 00< SMOOTH FINISH. TYPICAL AT ALL CORNERS. L() 1 N � < 1 W I = W (/) _ Zw1 J LLJ _V) H Q L I sR 25+50.6 BEGIN LANDSCAPING DAVIS COLOR #5447 PALAM I N O 4" SMOOTH FINISH CONCRETE CONCRETE PA TTERN DETAILS (NOT TO SCALE) CITY OF BAKERSFIELD, CALIFORNIA STAMPED CONCRETE PATTERN PLAN ali w H N I 0 0 I I_ CI 28+00 - i - BASES FOR SIGNAL AND LIGHT/NG DIAMETER TRAFFIC SIGNAL BASE. 02 2'-6" DIAMETER TRAFFIC SIGNAL BASE. 03 2' DIAMETER TRAFFIC SIGNAL BASE. ® 1' DIAMETER LIGHTING BASE. 0 2'-6" DIAMETER LIGHT/NG BASE. File Name: T9K117 PUBLIC WORKS DEPARTMENT Jab No.: T9K117 Date: 2/28/11 Ura wn: K BOL AND En gin eer: B MCCL URE Checked By gl,6 28+99.0 BEGIN LANDSCAPING Z SCALE: I" - 20' N QRpFESS/pN DEAN ri� z �' a—M REGIS TERED ClVl EN INEE w ¢C 46803 m * Exp. 6-30-11 CITY OF BAKERSFIELD CIVIL 1501 TRUX TUN AVENUE 9TF BAKERSFIELD, CA 93,301 OF CPL�F REVISIONS No. DA TE DESCR/P TION 1 � � 2 � � 471 CONSTRUCTION NOTES: 0 CONSTRUCT STAMPED CONCRETE SIDEWALK 45' HERRINGBONE FINISH PATTERN CRISSCROSS LINES 0 CONSTRUCT CONCRETE MEDIAN TO MA TCH EXISTING FINISH. a3 CONSTRUCT C. M. U. FENCE TO MA TCH EXISTING. Q CONSTRUCT STAMPED CONCRETE MEDIAN WITH RANDOM STONE FINISH PATTERN. INSTALL TIMBER BLOCK TO MATCH EXISTING. © INSTALL TREE WELL & GRATING PER SHEET H13.. E] CONSTRUCT C.M.U. PLANTER BOX PER TYPICAL DETAIL. ® 2' PA VEMENT MARKING SEE SHEET T-6 ANO T-9. Q STAMP SOLDIER ROW BRICK RADIUS. 10 CONSTRUCT STAMPED CONCRETE PAVEMENT WITH ASHLAR CUT SLATE FINISH PATTERN. 11 INSTALL A.D.A. DARK GRAY DETECTABLE WARNING SURFACE WITH TRUNCATED DOMES FEDERAL #36118. 12 CONSTRUCT CONCRETE SIDEWALK TO MATCH EXISTING FINISH. 13 INSTALL MONUMENT SIGN SEE PAGE MON. 14 INSTALL SIDEWALK BENCH. TREEWELLLOCATION AND HARDS10"'APE PLAN STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 24TH STREET 01 SHEE T NO. H5OF13 0 1 2 3 E C2 N C6 QRpFESS/ON� AN q \ LEGEND REGIS TE ED Cl VIL NGINEER C 46803 i .* Exp.6-30-11 STAMP CONCRETE BRICKFORM HERRINGBONE USED BRICK STAMP ONE SOLDIER ROW BRICK RADIUS TO MATCH. CITY OF BAKERSFIELD J, 0 #EF -5100. MAXI MUM I MPR I NT DEPTH 1 /4' THAT CORNER. BR I CKFORM FM -1671 R. DAVIS COLOR, 1501 TRUXTUN AVENUE TF ISI o� DAVIS COLOR, RED BRICK #160. RED BRICK #160. BAKERSFIELD, CA 93301 OF CA�� REVISIONS STAMP CONCRETE BRICKFORM RANDOM STONE #EF -700. ADA TRUNCATED DOMES. No. DATE DESCRIPTION MAXIMUM IMPRINT DEPTH I/4'. VARIOUS COLORS. DARK GRAY, FEDERAL NO. 36118. 1 STAMP CONCRETE BRICKFORM ASHLAR CUT SLATE LANDSCAPE PLANTER WITH WELLINGTON MULTICOLOR 2 # EF 3135. MAXIMUM IMPRINT DEPTH 1/4 FAUX RIVER ROCK, MODEL WE -RR -MU -PN. DAVIS COLOR, SAN DIEGO BUFF #5237. 3 � � (D'X6' @ 450 CONCRETE PATTERN. Z," WIDE 00< SMOOTH FINISH. TYPICAL AT ALL CORNERS. I O O 4 07 I CN 29+49.8 < _ ' END LANDS V)W W u - ZW J W 2 � I Q 4 KA. H I m DAVIS COLOR #6058 DUNE 4" SMOOTH FINISH CONCRETE CONCRETE PA TTERN DETAILS (NOT TO SCALE) L STAMPED CONCRETE PA TTERN PLAN BASES FOR SIGNAL AND LIGHTING 0 Y DIAMETER TRAFFIC SIGNAL BASE. Q 2'-6" DIAMETER TRAFFIC SIGNAL BASE. 03 2' DIAMETER TRAFFIC SIGNAL BASE. ® 1 ' DIAMETER LIGHTING BASE. Q5 2'-6" DIAMETER LIGHTING BASE. File Name: T9K117 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K 117 Date: 2/28/11 Drown: K BOLAND Engineer: B MCCLURE Checked BY R 9 DAVIS COLOR #5447 PALMAI NO W I 1 LO M I W W W � Z_ J W LLI U Q i SCALE: I" = 20' N CONSTRUCTION NOTES: ❑1 CONSTRUCT STAMPED CONCRETE SIDEWALK 45" HERRINGBONE FINISH PA TTERN CRISSCROSS LINES. Q CONSTRUCT CONCRETE MEDIAN TO MA TCH EXISTING FINISH. CONSTRUCT C. M. U. FENCE TO MATCH EXISTING. 0 CONSTRUCT STAMPED CONCRETE MEDIAN WITH RANDOM STONE FINISH PATTERN. INSTALL TIMBER BLOCK TO MATCH EXISTING. © INSTALL TREE WELL & GRATING PER SHEET H13.. a7 CONSTRUCT C.M.U. PLANTER BOX PER TYPICAL DETAIL. ® 2' PA VEMENT MARKING SEE SHEET T 6 AND T-9. 0 STAMP SOLDIER ROW BRICK RADIUS. 1 CONSTRUCT STAMPED CONCRETE PA VEMENT W/ TH ASHLAR CUT SLA TE FINISH PA TTERN. 1 t INSTALL A. D. A. DARK GRA Y DETECTABLE WARNING SURFACE WITH TRUNCATED DOMES FEDERAL #36118. 12 CONSTRUCT CONCRETE SIDEWALK TO MATCH EXISTING FINISH. 13 INSTALL MONUMENT SIGN SEE PAGE MON. 14 INSTALL SIDEWALK BENCH. TREE WELL LOCATION AND HARDS(O.".1'rod—lPE PLAN STREETSCAPE IMPROVEMENTS -'0-'STREET TRUXTUN AVE TO 24TH STREET 3 SHEET NC. H6 OF 13 0 .1 2 3 LEGEND STAMP CONCRETE BRICKFORM HERRINGBONE USED BRICK STAMP ONE SOLDIER ROW BRICK RADIUS TO MATCH. #EF -5100. MAXIMUM IMPRINT DEPTH 1/4". THAT CORNER. BRICKFORM FM -16718. DAVIS COLOR, DAVIS COLOR, RED BRICK #160. RED BRICK 4f160. ..................... STAMP CONCRETE BRICKFORM RANDOM STONE #EF -700. ADA TRUNCATED DOMES. MAXIMUM IMPRINT DEPTH I /� ". VARIOUS COLORS. DARK GRAY, FEDERAL NO. 36118. STAMP CONCRETE BRICKFORM ASHLAR CUT SLATE LANDSCAPE PLANTER WITH WELLINGTON MULTICOLOR # EF -3135. MAXIMUM IMPRINT DEPTH 1/4". FAUX RIVER ROCK, MODEL WE—RR—MU—PN. DAVIS COLOR, SAN DIEGO BUFF #5237 . 6'X6' @ 450 CONCRETE PATTERN. 4" WIDE <XX SMOOTH FINISH. TYPICAL AT ALL CORNERS. 01® L I Icel- W j W � W I Q I � Q to Q rn E---- - -------- — — — -__- I I I I I I I I I I I I L_� I L—__--� W r_ -F-5 11 11 5 6 6 6 6 6 6 5 O z M n(01 35+90.3 36+28.5 4 36+44 o� H r , BEGIN LANDSCAPING END LANDSCAPING NEW MONUMENT SIGN W + N U) F- _ _ - I— w 4+00 0 35+00 D + N M ✓ U Z wI 5 13 DAVIS COLOR #6058 (n l (W 5 DUNE Z = 4 w U Q 5 11 11 5 6 6 6 6 -_ - 6_ 5 Q) r..__.......__._.. E I E _ E CQ C I 0 i m i W Q Q z W 0 1 z W W Q) O 4" SMOOTH FINISH CONCRETE CONCRETE PA TTERN DETAILS (NOT TO SCALE) STAMPED CONCRETE PA TTERN PLAN BASES FOR SIGNAL AND LIGHTING 1U 3' DIAMETER TRAFFIC SIGNAL BASE. 02 2'-6" DIAMETER TRAFFIC SIGNAL BASE. 03 2' DIAMETER TRAFFIC SIGNAL BASE. ® I' DIAMETER LIGHTING BASE. 0 2'-6" DIAMETER LIGHTING BASE. L- I 37+ 9, 63 - I SCALE: I" = 20' PAJ o QRpFESS/pNq`\ < SEAN 1 / i� ct/j pll� 2 � R GIS T RED Cl VI ENGINEER W ¢ c `" � C.46803 * Exp. 6-30-11 CITY OF BAKERSFIELD1501 J�9ENUET CIVIC- ��\P I BAKERSFIELD, 93301 OF r&\ I o e I I o Q I o e I I Q I Q No. DA TE DESCRIP TION 4" SMOOTH FINISH CONCRETE CONCRETE PA TTERN DETAILS (NOT TO SCALE) STAMPED CONCRETE PA TTERN PLAN BASES FOR SIGNAL AND LIGHTING 1U 3' DIAMETER TRAFFIC SIGNAL BASE. 02 2'-6" DIAMETER TRAFFIC SIGNAL BASE. 03 2' DIAMETER TRAFFIC SIGNAL BASE. ® I' DIAMETER LIGHTING BASE. 0 2'-6" DIAMETER LIGHTING BASE. L- I 37+ 9, 63 - I SCALE: I" = 20' PAJ o QRpFESS/pNq`\ < SEAN 1 / i� ct/j pll� 2 � R GIS T RED Cl VI ENGINEER W ¢ c `" � C.46803 * Exp. 6-30-11 CITY OF BAKERSFIELD1501 J�9ENUET CIVIC- ��\P F NCAV BAKERSFIELD, 93301 OF r&\ REVISIONS No. DA TE DESCRIP TION 1 � � 2 � � 3 � � 4 � � CONSTRUCTION NOTES: ❑1 CONSTRUCT STAMPED CONCRETE SIDEWALK 45' HERRINGBONE FINISH PATTERN CRISSCROSS LINES �2 CONSTRUCT CONCRETE MEDIAN TO MA TCH EXISTING FINISH. �3 CONSTRUCT C. M. U. FENCE TO MATCH EXISTING. Q CONSTRUCT STAMPED CONCRETE MEDIAN W/ TH RANDOM STONE FINISH PATTERN. E] INSTALL TIMBER BLOCK TO MA TCH EXISTING. © INSTALL TREE WELL & GRATING PER SHEET H13.. E7 CONSTRUCT C.M.U. PLANTER BOX PER TYPICAL DETAIL. ® 2' PAVEMENT MARKING SEE SHEET T-6 AND T-9. ❑9 STAMP SOLDIER ROW BRICK RADIUS. 10 CONSTRUCT STAMPED CONCRETE PA CEMENT W/ TH ASHLAR CUT SLA TE FINISH PA TTERN. 11 INSTALL A. D. A. DARK GRA Y DETECTABLE WARNING SURFACE WI TH TRUNCA TED DOMES FEDERAL 136118. 12 CONSTRUCT CONCRETE SIDEWALK TO MATCH EXISTING FINISH. 13 INSTALL MONUMENT SIGN SEE PAGE MON. 14 INSTALL SIDEWALK BENCH. TREE WELL LOCATIONAND HARDSCAPE PLAN �s-asG File Nome: T9KI17 Drown: K BOLAND STREETSCAPE IMPROVEMENTS - 'O' STREET SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job 8 117 Engineer: B MCCLURE Date:: 2/28/11 Checked By.- Rf$ TRUXTUN AVE TO 24TH STREET H7 OF 13 0 1 2 3 I File Name: T9K117 Drawn: K BOLAND CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: B MCCLURE Date: 2/28/11 Checked By. - SCALE: I" = 10' N BASES FOR SIGNAL AND LIGHT/NG DIAMETER TRAFFIC SIGNAL BASE. O 2'-6" DIAMETER TRAFFIC SIGNAL BASE. O 2' DIAMETER TRAFFIC SIGNAL BASE. ® I' DIAMETER LIGHTING BASE. 0 2'-6" DIAMETER LIGHTING BASE. 4" SMOOTH FINISH CONCRETE STAMPED CONCRETE PATTERN CONCRETE PA TTERN DETAILS (NOT TO SCALE) HARDSt"/n PLAN STREETSCAPE IMPROVEMENTS - 'O' STREET O STREET AND TRUXTUN A VENUE f SHEET NO. H8 OF 13 0 1 2 3 QROF E SS I py LEGEND STAMP CONCRETE BRICKFORM HERRINGBONE USED BRICK q DEAN #EF -5100. MAXIMUM IMPRINT DEPTH 1/4". REGISTERED l L ENGIN wQ c ER cy- C 46803 STAMP CONCRETE BRICKFORM ASHLAR CUT SLATE # EF -3135. MAXIMUM IMPRINT DEPTH 1/4". DAVIS COLOR, SAN DIEGO BUFF #5237. STAMP ONE SOLDIER ROW BRICK RADIUS TO MATCH. yF Exp. 6-30-11 THAT CORNER. BRICKFORM FM -16718. DAVIS COLOR, CITY OF BAKERSFIELD s� 1501 TRUXTUN AVENUE 9TF CIVIL U- OF N0. 36118. BAKERSFIELD, CA 93301 CN - FAUX RIVER ROCK, MODEL WE -RR -MU -PN. REVISIONS 00< No. DA TE 2' WIDE PAVEMENT MARKING (SEE STRIPING PLANS) DESCRIP TION 3? BASES FOR SIGNAL AND LIGHT/NG DIAMETER TRAFFIC SIGNAL BASE. O 2'-6" DIAMETER TRAFFIC SIGNAL BASE. O 2' DIAMETER TRAFFIC SIGNAL BASE. ® I' DIAMETER LIGHTING BASE. 0 2'-6" DIAMETER LIGHTING BASE. 4" SMOOTH FINISH CONCRETE STAMPED CONCRETE PATTERN CONCRETE PA TTERN DETAILS (NOT TO SCALE) HARDSt"/n PLAN STREETSCAPE IMPROVEMENTS - 'O' STREET O STREET AND TRUXTUN A VENUE f SHEET NO. H8 OF 13 0 1 2 3 LEGEND STAMP CONCRETE BRICKFORM HERRINGBONE USED BRICK #EF -5100. MAXIMUM IMPRINT DEPTH 1/4". DAVIS COLOR, RED BRICK #160. STAMP CONCRETE BRICKFORM ASHLAR CUT SLATE # EF -3135. MAXIMUM IMPRINT DEPTH 1/4". DAVIS COLOR, SAN DIEGO BUFF #5237. STAMP ONE SOLDIER ROW BRICK RADIUS TO MATCH. THAT CORNER. BRICKFORM FM -16718. DAVIS COLOR, RED BRICK -#160. ADA TRUNCATED DOMES. DARK GRAY FEDERAL N0. 36118. LANDSCAPE PLANTER WITH WELLINGTON MULTICOLOR FAUX RIVER ROCK, MODEL WE -RR -MU -PN. 6'X6' @ 450 CONCRETE SCORE PATTERN. 8" WIDE 00< SMOOTH FINISH. TYPICAL AT ALL CORNERS. \ 2' WIDE PAVEMENT MARKING (SEE STRIPING PLANS) l BASES FOR SIGNAL AND LIGHT/NG DIAMETER TRAFFIC SIGNAL BASE. O 2'-6" DIAMETER TRAFFIC SIGNAL BASE. O 2' DIAMETER TRAFFIC SIGNAL BASE. ® I' DIAMETER LIGHTING BASE. 0 2'-6" DIAMETER LIGHTING BASE. 4" SMOOTH FINISH CONCRETE STAMPED CONCRETE PATTERN CONCRETE PA TTERN DETAILS (NOT TO SCALE) HARDSt"/n PLAN STREETSCAPE IMPROVEMENTS - 'O' STREET O STREET AND TRUXTUN A VENUE f SHEET NO. H8 OF 13 0 1 2 3 C 15+00 4 Q STREET 14-00 E CITY OF BAKERSFIELD, CALIFORNIA SCALE: I" = 10' N QRpFESS/av pE A N RqM� F�c REGIST ED CIVIL ENGINES w � C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE 9116, CI VI\- BAKERSFIELD, CA 93301 OF CA�- REVIS/ONS No.. DA TE DESCRIP TION 1 � � 2 � � 3 4 - LEGEND STAMP CONCRETE BRICKFORM HERRINGBONE USED BRICK 4fEF-5100. MAXIMUM IMPRINT DEPTH 1/4". DAVIS COLOR, RED BRICK #ICO. STAMP CONCRETE BRICKFORM ASHLAR CUT SLATE # EF -3135. MAXIMUM IMPRINT DEPTH I /Z-". DAVIS COLOR, SAN DIEGO BUFF 4t5257. STAMP ONE SOLDIER ROW BRICK RADIUS TO MATCH. THAT CORNER. BRICKFORM FM-I671R. DAVIS COLOR, RED BRICK #ICO. ADA TRUNCATED DOMES. DARK GRAY FEDERAL N0. 36118. LANDSCAPE PLANTER WITH WELLINGTON MULTICOLOR FAUX RIVER ROCK, MODEL WE -RR -MU -PN. C'XC' @ 45-0 CONCRETE SCORE PATTERN. 8" WIDE <XX SMOOTH FINISH. TYPICAL AT ALL CORNERS. M 2' WIDE PAVEMENT MARKING (SEE STRIPING PLANS) BASES FOR SIGNAL AND LIGHT/NG 0-7—DIAMETER TRAFFIC SIGNAL BASE. 02 2'-6" DIAMETER TRAFFIC SIGNAL BASE. Q3 2' DIAMETER TRAFFIC SIGNAL BASE. ® 1' DIAMETER LIGHTING BASE. 05 2'-6" DIAMETER LIGHTING BASE. 4" SMOOTH FINISH CONCRETE CONCRETE PA TTERN DETAILS (NOT TO SCALE) HARDSCAPE PLAN STAMPED CONCRETE PATTERN File Nome: T9K117 Drawn: K BOLAND STREETSCAPE IMPROVEMENTS - 'O' STREET PUBLIC WORKS DEPARTMENT Job No.: T9K 117 En gin eer: B MCCL URE Date: 2/28/11 Checked By O STREET AND 17TH STREET SHEE T NO. H9 OF 13 0 1 2 3 fm Q STREET J 17+00 _4 CITY OF BAKERSFIELD, CALIFORNIA File Name: T9K117 PUBLIC WORKS DEPARTMENT Job No.: T9K 117 Date: 2/28/11 Drawn: K BOLAND Engineer: B MCCLURE Checked By *Rtb SCALE: I" = 10' LEGEND STAMP.CONCRETE BRICKFORM HERRINGBONE USED BRICK #EF -5100. MAXIMUM IMPRINT DEPTH I /4". DAVIS COLOR, RED BRICK #ICO. STAMP CONCRETE BRICKFORM ASHLAR CUT SLATE I mll I All # EF -3135. MAXIMUM IMPRINT DEPTH 1/4". DAVIS COLOR, SAN DIEGO BUFF #5237. STAMP ONE SOLDIER ROW BRICK RADIUS TO MATCH. THAT CORNER. BRICKFORM FM -16718. DAVIS COLOR, RED BRICK -#160. ADA TRUNCATED DOMES. DARK GRAY FEDERAL NO. 361 18. LANDSCAPE PLANTER WITH WELLINGTON MULTICOLOR FAUX RIVER ROCK, MODEL WE -RR -MU -PN. 00< 6'X6' @ 450 CONCRETE SCORE PATTERN. 8" WIDE SMOOTH FINISH. TYPICAL AT ALL CORNERS. 2' WIDE PAVEMENT MARKING (SEE STRIPING PLANS) BASES FOR SIGNAL AND LIGHTING 0-.-3F­D-1AMETER TRAFFIC SIGNAL BASE. O 2'-6" DIAMETER TRAFFIC SIGNAL BASE. @2' DIAMETER TRAFFIC SIGNAL BASE. ® 1' DIAMETER LIGHTING BASE. 05 2'-6" DIAMETER LIGHTING BASE. 4" SMOOTH FINISH CONCRETE CONCRETE PA TTERN DETAILS (NOT TO SCALEi HARDSCAPE PLAN STAMPED CONCRETE PATTERN STREETSCAPE IMPROVEMENTS - 'O' STREET O STREET AND 1877-1 STREET asG 0 1 SHEET NO. H10 OF 13 2 3 QRpFESS/pN F� ,DEAN q� /.w4/" 1.7a, REGIS TE E ENGINE C 46803 * Exp. 6-30-11 Cl TY OF BAKERSFIELD 1501 TRUX TUN A VENUE9T6el CIvl\' BAKERSFIELD, CA 93301 OF CAI_ REVISIONS N No,. DA TE DESCRIP TION 1 � � � � NOT2 LEGEND STAMP.CONCRETE BRICKFORM HERRINGBONE USED BRICK #EF -5100. MAXIMUM IMPRINT DEPTH I /4". DAVIS COLOR, RED BRICK #ICO. STAMP CONCRETE BRICKFORM ASHLAR CUT SLATE I mll I All # EF -3135. MAXIMUM IMPRINT DEPTH 1/4". DAVIS COLOR, SAN DIEGO BUFF #5237. STAMP ONE SOLDIER ROW BRICK RADIUS TO MATCH. THAT CORNER. BRICKFORM FM -16718. DAVIS COLOR, RED BRICK -#160. ADA TRUNCATED DOMES. DARK GRAY FEDERAL NO. 361 18. LANDSCAPE PLANTER WITH WELLINGTON MULTICOLOR FAUX RIVER ROCK, MODEL WE -RR -MU -PN. 00< 6'X6' @ 450 CONCRETE SCORE PATTERN. 8" WIDE SMOOTH FINISH. TYPICAL AT ALL CORNERS. 2' WIDE PAVEMENT MARKING (SEE STRIPING PLANS) BASES FOR SIGNAL AND LIGHTING 0-.-3F­D-1AMETER TRAFFIC SIGNAL BASE. O 2'-6" DIAMETER TRAFFIC SIGNAL BASE. @2' DIAMETER TRAFFIC SIGNAL BASE. ® 1' DIAMETER LIGHTING BASE. 05 2'-6" DIAMETER LIGHTING BASE. 4" SMOOTH FINISH CONCRETE CONCRETE PA TTERN DETAILS (NOT TO SCALEi HARDSCAPE PLAN STAMPED CONCRETE PATTERN STREETSCAPE IMPROVEMENTS - 'O' STREET O STREET AND 1877-1 STREET asG 0 1 SHEET NO. H10 OF 13 2 3 0 0 W D 1 20+00 Q STREET � v -} --� + o 21+00 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: T9K117 Job No.: T9K 117 Date: 2/28/11 Drawn: K BOLAND En gin eer: B MCCL URE Checked By.- Re LEGEND STAMP CONCRETE BRICKFORM HERRINGBONE USED BRICK #EF -5100. MAXIMUM IMPRINT DEPTH 1/4". DAVIS COLOR, RED BRICK #160. ijLjjSTAMP CONCRETE BRICKFORM ASHLAR CUT SLATE j # EF -3135. MAXIMUM IMPRINT DEPTH 1/4". DAVIS COLOR, SAN DIEGO BUFF #5237. STAMP ONE SOLDIER ROW BRICK RADIUS TO MATCH. THAT CORNER. BRICKFORM FM -1671R. DAMS COLOR, RED BRICK #160. �l ADA TRUNCATED DOMES. DARK GRAY FEDERAL N0. 36118. LANDSCAPE PLANTER WITH WELLINGTON MULTICOLOR FAUX RIVER ROCK, MODEL WE -RR -MU -PN. 6'X6' @ 450 CONCRETE SCORE PATTERN. 8" WIDE 00< SMOOTH FINISH. TYPICAL AT ALL CORNERS. 2' WIDE PAVEMENT MARKING (SEE STRIPING PLANS) BASES FOR SIGNAL AND LIGHT/NG U.37-D—IAMETER TRAFFIC SIGNAL BASE. 02 2'-6" DIAMETER TRAFFIC SIGNAL BASEE, 03 2' DIAMETER TRAFFIC SIGNAL BASE. ® 1' DIAMETER LIGHTING BASE. 05 2'-6" DIAMETER LIGHTING BASE. 4" SMOOTH FINISH CONCRETE CONCRETE PA TTERN DETAILS (NOT TO SCALE) HARDSCAPE PLAN STAMPED CONCRETE PA TTERN STREETSCAPE IMPROVEMENTS - 'O' STREET O STREET AND 19TH STREET SHEE T NO. H11 OF 13 1 2 3 REGIS T RED Vl NGINEER QRpFESS/ON\ F� DEAN ly- C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELDq 1501 TRUXTUN BAKERSFIELD, AVENUE CA 93301 CIVIC- F OF CAL�F�� REVISIONS No. DA TE DE -SCRIP _ TION N " 2 � � 3 � � SCALE: I" = 10' l47 LEGEND STAMP CONCRETE BRICKFORM HERRINGBONE USED BRICK #EF -5100. MAXIMUM IMPRINT DEPTH 1/4". DAVIS COLOR, RED BRICK #160. ijLjjSTAMP CONCRETE BRICKFORM ASHLAR CUT SLATE j # EF -3135. MAXIMUM IMPRINT DEPTH 1/4". DAVIS COLOR, SAN DIEGO BUFF #5237. STAMP ONE SOLDIER ROW BRICK RADIUS TO MATCH. THAT CORNER. BRICKFORM FM -1671R. DAMS COLOR, RED BRICK #160. �l ADA TRUNCATED DOMES. DARK GRAY FEDERAL N0. 36118. LANDSCAPE PLANTER WITH WELLINGTON MULTICOLOR FAUX RIVER ROCK, MODEL WE -RR -MU -PN. 6'X6' @ 450 CONCRETE SCORE PATTERN. 8" WIDE 00< SMOOTH FINISH. TYPICAL AT ALL CORNERS. 2' WIDE PAVEMENT MARKING (SEE STRIPING PLANS) BASES FOR SIGNAL AND LIGHT/NG U.37-D—IAMETER TRAFFIC SIGNAL BASE. 02 2'-6" DIAMETER TRAFFIC SIGNAL BASEE, 03 2' DIAMETER TRAFFIC SIGNAL BASE. ® 1' DIAMETER LIGHTING BASE. 05 2'-6" DIAMETER LIGHTING BASE. 4" SMOOTH FINISH CONCRETE CONCRETE PA TTERN DETAILS (NOT TO SCALE) HARDSCAPE PLAN STAMPED CONCRETE PA TTERN STREETSCAPE IMPROVEMENTS - 'O' STREET O STREET AND 19TH STREET SHEE T NO. H11 OF 13 1 2 3 k- Cn 0 Z C5 - Q STREET C: m 28f 00 CITY OF BAKERSFIELD-CALIFORNIA File Name: T9K117 PUBLIC WORKS DEPARTMENT Job No.: T9K117 Date: 2/28/11 SCALE: I" = 10' QRpF ESS-/p/y SEAN q� r4a�_ Cl)Z;Zxrl�lil �O 'ice REGISTERED ENGINEER C 46803 � yt Exp, 6-30-11 CITY OF BAKERSFIELD 7507 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93301 QF CA��F REVISIONS No. DA TE DESCRIP TION N 1 � � 3 � � 4 LEGEND STAMP CONCRETE BRICKFORM HERRINGBONE USED BRICK #EF -5100. MAXIMUM IMPRINT DEPTH 1/4"- DAVIS /4"_DAVIS COLOR, RED BRICK #160. STAMP CONCRETE BRICKFORM ASHLAR CUT SLATE # EF -3135. MAXIMUM IMPRINT DEPTH I/�". DAVIS COLOR, SAN DIEGO BUFF #5237. STAMP ONE SOLDIER ROW BRICK RADIUS TO MATCH. THAT CORNER. BRICKFORM FM -1671R. DAVIS COLOR, RED BRICK # 160. ADA TRUNCATED DOMES. DARK GRAY FEDERAL N0. 36118. LANDSCAPE PLANTER WITH WELLINGTON MULTICOLOR FAUX RIVER ROCK, MODEL WE -RR -MU -PN. 6'X6' @ Z450 CONCRETE SCORE PATTERN. 8" WIDE 00<' SMOOTH FINISH. TYPICAL AT ALL CORNERS. 2 W IDE PAVEMENT MARKING (SEE STRIPING PLANS) BASES FOR SIGNAL AND LIGHT/NG DIAMETER TRAFFIC SIGNAL BASE. 02 2'-6" DIAMETER TRAFFIC SIGNAL BASE. 03 2' DIAMETER TRAFFIC SIGNAL BASE. ® 1' DIAMETER LIGHTING BASE. Q5 2'-6" DIAMETER LIGHTING BASE. 4" SMOOTH FINISH CONCRETE CONCRETE PA TTERN DETAILS (NOT TO SCALE) STAMPED CONCRETE PA TTERN HARDSCAPE PLAN Drawn: K BOLAND STREETSCAPE IMPROVEMENTS - 'O' STREET Engineer: 8 MCCLURE Checked By.' '(��p O STREET AND 21ST STREET L t SHEE T NO. H12 OF 13 2 1 3 cl� a 30" [761.99mm] 6032 DELSOL TREE GRATE 60" x 60" tree grate in two sections. 1/2 Maximum slot opening for pedestrian safety and A.D.A Compliance. Cast from 100% recycled Iron, Aluminum,or Bronze for pedestrian loads only. Tree opening* 16",20" Grates can be orderd with or later expanded to these openings. please specify when ordering. Finish: unfinished or Black dip or Enamel paint or Polyurethane Paint or Powder coat Specify finish and color Use frame model: 600OF 112" Weight, 60" Iron= 513 lb/ 233 Kg [1523.99mm] [12.57mm) Aluminum=184 lb/84 Ki 1 1/2" I" RIBS [38.10mm] I/Z'x I'x 1/4" THICK GRINDING PADS FOR 11/4" LEVELING - TYP. 4 OR MORE PLACES [31.75mm) This drawing embodies a confidential proprietary design of IRONSMITH,INC. Palm Desert,Ca. All design, manufactuing reproduction use, sale, and 1RONSMITH other rights regarding the same are expressly reserved. This drawing is submitted under confidential relationship for a specific purpose and the 41-701 Corporate Way #3 recipient agrees by accepting this drawing not to supply or disclose any information regarding it to any unauthorized person or to incorporate any Palm Desert, CA 92260 special feature peculiar to this design in other projects. The information in this drawing may be covered completely or in part by partents pending. 800.338.4766 TREE GRATE 6031132 DETAIL NOT TO SCALE 6031/32 DELSOL TREE GRAl �, TE 60" Half round, half s "C e �10 1/2 Maximum slot \\, t11 Iii► ,. # opening for pedestrian safety and A.D,A Compliance. Cast from 100% % q!5 recycled Iron, Aluminum,or Bronze for pedestrian loads only. Tree opening, 1611,2011 ..w._.- Grates can be orderd with or l:jam' �. } / _, ''�. ater expanded to these openings. please specify when I ordering. Finish: unfinishr Pffwrl ed o Black dip or r 4t f Enamel paint or Polyurethane Paint or Powder coat • —3-�-ecffy fi-nish aod c#&+r Use frame model: 6000/01F Weight: Iron= 448 lb/ 204 Kg Aluminum=152 lb/69 Ki fill This drawing embodies a confidential proprietary design of IRONSMITH,INC. Palm Desert,Ca. All design, manufactuing reproduction use, sale, and IRini NSM ITH other rights regarding the same are expressly reserved, This drawing is submitted under confidential relationship for a specific purpose and the 41-701 Corporate Way #3 recipient agrees by accepting this drawing not to supply or disclose any information regarding it to any unauthorized person or to incorporate any Palm Desert, CA 92260 special feature peculiar to this design in other projects. The information in this drawing may be covered completely or in part by partents pending. 800.338.4766 GRATE1-3/4" X 1-3/4" x 1/4" STEEL ANGLE 33" 4 A c ^4 1 SON STUD 1/2" NELSON STUD 0 M WELDED TO FRAME 4" min. SII_�_�l�llldilllllillllBiliilllllllllfill IiIIIIIi� TREE GRATE FRAME INSTALLATION DETAIL STANDARD CONCRETE ANCHOR PLAN A A -60 3/4"+0 1/" -Fl SECTION 3/4" + 0 1/" _8" SQUARE TREEGRATE FRAME M600OF WITH DETAIL 1: STANDARD CONCRETE ANCHORS FRAME JIG WELDED FROM 1-314x1-314" x1/4" STEEL ANGLE PER ASTM A36 ANCHORS 1/2" NELSON ANCHORS MACHINE WELDED TO FRAME FRAMES CAN BE HOT DIPPED GALVANIZED AND/OR PAINTED TO MATCH GRATES OTHER INSTALLATION CONFIGURATIONS AVAILABLE This drawing embodies a confidential proprietary design of IRONSMITH,INC. Palm Desert,Ca. All design, manufactuing reproduction use, sale, and IRONSMITH other rights regarding the same are expressly reserved. This drawing is submitted under confidential relationship for a specific purpose and the 41-701 Corporate Way #3 recipient agrees by accepting this drawing not to supply or disclose any information regarding It to any unauthorized person or to Incorporate any Palm Desert, CA 92260 special feature peculiar to this design In other projects. The information in this drawing may be covered completely or in part by partentspending. (800) 338-4766 (760) 776-5080 Fax TRL=L= GRATE FRAME ANCHOR DETAIL NOT TO SCALE 0 ,of E S S 4 SF -AN z, I& REGIS TRED -CLV4 ENGINE R C 46803 Exp. 6-30-11 CITY OF BAKERSFIELDclvl\- 1501 TRUX TUN AVENUE OF. C \�O' BAKERSFIELD, CA 9,3301 REVISIONS No. DA TE DESCRIP TION ,l A17 / / 1 2 TRL=L= ORATE 6032 DETAIL �H 1 NOT TO SCALE DETAILS File Name: T9K117 Drown: K BOLAND STREETSCAPE IMPROVEMENTS — 'O'STREET r"'ALIFORNIA Job No.: T9K117 Engineer: B MCCLURE CITY OF BAKERSFIELD, PUBLIC WORKS DEPARTMENT Dote: 2128111 Checked By.-19�$ 0 STREET AND 21ST STREET SHEE T NO. H13 OF 13 0 1 2 3 WATER METER SCHEDULE POINT OF CONNECTION FOR IRRIGA TION WATER, NE CORNER 22ND AND Q STREET INSTALL NEW 2" WATER METER NORTH EAST CORNER 22ND AND Q STREET AND AS DIRECTED BY ENGINEER. LOCATE IRRIGA TION CONTROL CLOCK SOUTH END MEDIAN" E" LOCATE BACKFLOW DEVICE, SOUTH END MEDIAN" E" POINT OF CONNECT/ON A I /RR/GA TION EQUIPMENT LEGEND SYMBOL MANUFACTURER MODEL DESCRIPTION SIZE QUANTTT O INSTALL BY CAL WATER SER. GPM 2" WATER METER 2" 1 B FEBCO FEBCO MODEL# 860 2" BACKFLOW UNIT WITH SMOOTH TOUCH SS ENCLOSURE/POLOR PARKA ESP 40 SITE SA T W/CSA 52 & PHONE LIN IRRIGA TION CLOCK11136RIPT32 2" 36 STA 1 0 RAINBIRD 1 1 C STRONGBOX VI T SB -2255 RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE 1 D RAINBIRD 44-LRC/T5J-I8 1 " QUICK COUPLER 1" 44 - - - 2-1/2" PACIFIC WESTERN IRRIGA TION MAINLINE PVC IRRIGA TION MAINLINE 2-1/2" PARKWA Y BETWEEN 17 TH STREET I8 TH STREET El 1 " SCH. 40 P, V. C. VARIES IRRIGA TTON LA TERAL5 RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE MEDIAN B TREE BUBBLERS F G 1 " 1 " 2" SCH 40 ELEC. CONDUIT IRRIGA TION CONTROL WIRES RAINBIRD PEB WITH VIDY & 50-180 BALL VAL VE ON MAINLINE SIDE RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE MEDIAN BETWEEN 17 TH S TREET 18 TH STREET 5/W CORNER 18 TH S TREET / 5 TREET H RAINBIRD 1" RAINBIRD PEB SERIES W/VIDY TAGS REMOTE CONTROL VALVES RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE S/E CORNER 18 TH S TREET / S TREET I 1" CHRISTY 916BOX(FOR MEDIANS) CONCRETE VALVE RAINBIRD PEB WITH VIDY,& SCH 80 BALL VAL VE ON MAINLINE SIDE RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE PARKWAY BETWEEN 18 T14 STREET 19 TH STREET MEDIAN C TREE BUBBLERS J 1 " CHRI5TY 916BOX FOR MEDIANS CONCRETE VALVE RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE MEDIAN BETWEEN 18 TH S TREET 19 TH S TREET RAINBIRD 1812 -SAM- RS - 6 VAN POP UP SPRA Y C/914199-13( BOX AND LID) 90 30 C/913209-13(JUMBO BOX) 6 ' REMOTE CONTROL VALVE SCHEDULE /RR/GAT/ON HEAD SCHEDULE REGISTERED CI VI L )EN GI NEER QROFESS/0N DEAN Rq�` F2 cD Q �, m W C 46803 � * Exp. 6-30-11 * CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C/v�� BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION S,1\-? / / QUANTTTY SYMBOL I MANUFACTURER MODEL HEAD TYPE NOZ. PATTERN PSI GPM RAD./DIA. REMARKS TREE BUBBLERS: 2 GPM RAINBIRD PEB WITH VIDY,& 50-180 BALL VAL VE ON MAINLINE SIDE MEDIAN A TREE BUBBLERS B 1 " 2 GPM RAINBIRD PEB WITH VIDY,& SCH 80 BALL VAL VE ON MAINLINE SIDE MEDIAN BETWEEN TRUXTUN AVE AND 17 TH S TREET C 1 " 2.64 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE 5/W CORNER 17 TH S TREET /Q S TREET D 1 " 2.64 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE 44 RAINBIRD R W5-9-1401 W/R WS SOCK SERIES BUBBLERS FULL 360 30 .25 .5' TWO PER TREE IN MEDIAN AND PARKWA Y SHRUB SPRA YS HEADSON PARKWA Y BETWEEN 17 TH STREET I8 TH STREET El 1 " 2 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE MEDIAN B TREE BUBBLERS F G 1 " 1 " 6.25 GPM 2.64 GPM RAINBIRD PEB WITH VIDY & 50-180 BALL VAL VE ON MAINLINE SIDE RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE MEDIAN BETWEEN 17 TH S TREET 18 TH STREET 5/W CORNER 18 TH S TREET / 5 TREET H 1 " 2.64 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE S/E CORNER 18 TH S TREET / S TREET I 1" 12 GPM 2 GPM RAINBIRD PEB WITH VIDY,& SCH 80 BALL VAL VE ON MAINLINE SIDE RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE PARKWAY BETWEEN 18 T14 STREET 19 TH STREET MEDIAN C TREE BUBBLERS J 1 " 6.25 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE MEDIAN BETWEEN 18 TH S TREET 19 TH S TREET RAINBIRD 1812 -SAM- RS - 6 VAN POP UP SPRA Y 90 90 30 .25 6 ' PLANTER AREAS ADJUST RADIUS AS REQUIRED RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE. EAST PLANTERS @ 19 TH STREET(4) M 1 " RAINBIRD 1812 -SAM- RS - 6 VAN POP UP SPRA Y 180 180 30 .60 6 ' PLANTER AREAS ADJUST RADIUS AS REQ UIREO N 1 " RAINBIRD 1812 -SAM- RS -10 VAN RAINBIRD 1812 -SAM -))RS -10 VAN POP UP SPRA Y POP UP SPRA Y 90 180 90 180 30 30 .75 1.45 10' 10' MEDIAN AREAS ADJUST RADIUS AS REQUIRED MEDIAN AREAS ADJUST RADIUS AS REQUIRED P 1 " 6.25 GPM RAINBIRD PEB WITH VIDY,& SCH 80 BALL VAL VE ON MAINLINE SIDE MEDIAN BETWEEN 20 THS TREET 21 STS TREET Q 1 " 2.4 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE S/W CORNER 215T5TREETIQ STREET R S 51 1 " 1 " 2.4 GPM 12 GPM 2 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE RAINBIRD PEB WITH VIDY & SCH 80 BALL. VAL VE ON MAINLINE SIDE RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE 5/E CORNER 215 TS S TREET / S TREET PARKWA Y BETWEEN 215 T S TREET 22ND S TREET MEDIAN F TREE FUBBL ERS T U U1 1 " 1 " 1 " 6.256PM 13 GPM 2 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE MEDIAN BETWEEN 21 STS TREET 22 ND S TREET PARKWA Y BETWEEN 22 ND STREET 23 RD STREET MEDIAN G TREE BUBBLERS REMOTE CONTROL VAL VE# SIZE GPM MANUFACTURER / MODEL. # LOCA TON _ A 1 " 11 GPM RAINBIRD PEB WITH VIDY & 50-180 BALL, VAL VE ON MAINLINE SIDE PARKWA Y BETWEEN TRUXTUN AVE AND 17 TH STREET Al 1 " 2 GPM RAINBIRD PEB WITH VIDY,& 50-180 BALL VAL VE ON MAINLINE SIDE MEDIAN A TREE BUBBLERS B 1 " 2 GPM RAINBIRD PEB WITH VIDY,& SCH 80 BALL VAL VE ON MAINLINE SIDE MEDIAN BETWEEN TRUXTUN AVE AND 17 TH S TREET C 1 " 2.64 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE 5/W CORNER 17 TH S TREET /Q S TREET D 1 " 2.64 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE S/E CORNER 17 TH S TREET / S TREET E 1 " 12 GPM RAINBIRD PEB WITH VIDY & 50-180 BALL VAL VE ON MAINLINE SIDE PARKWA Y BETWEEN 17 TH STREET I8 TH STREET El 1 " 2 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE MEDIAN B TREE BUBBLERS F G 1 " 1 " 6.25 GPM 2.64 GPM RAINBIRD PEB WITH VIDY & 50-180 BALL VAL VE ON MAINLINE SIDE RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE MEDIAN BETWEEN 17 TH S TREET 18 TH STREET 5/W CORNER 18 TH S TREET / 5 TREET H 1 " 2.64 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE S/E CORNER 18 TH S TREET / S TREET I 1" 12 GPM 2 GPM RAINBIRD PEB WITH VIDY,& SCH 80 BALL VAL VE ON MAINLINE SIDE RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE PARKWAY BETWEEN 18 T14 STREET 19 TH STREET MEDIAN C TREE BUBBLERS J 1 " 6.25 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE MEDIAN BETWEEN 18 TH S TREET 19 TH S TREET K 1 " 2.64 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE WEST PLANTERS @ 19 TH STREET 4 L 1 " 2.64 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE. EAST PLANTERS @ 19 TH STREET(4) M 1 " 14 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VALVE ON MAINLINE SIDE PARKWAY BETWEEN 19TH S TREET 20 TH STREET MI 1 " 2 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE MEDIAN D TREE BUBBLERS N 1 " 6.25 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL. VALVE ON MAINLINE SIDE MEDIAN BETWEEN 19 THS TREET 20 THS TREET 0 01 1" 1 " 14 GPM 2 GPM RAINBIRD PEB WITH VIDY & 50-180 BALL VAL VE ON MAINLINE SIDE RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE PARKWAY BETWEEN 20 TH STREET 21 ST STREET MEDIAN E TREE BUBBLERS P 1 " 6.25 GPM RAINBIRD PEB WITH VIDY,& SCH 80 BALL VAL VE ON MAINLINE SIDE MEDIAN BETWEEN 20 THS TREET 21 STS TREET Q 1 " 2.4 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE S/W CORNER 215T5TREETIQ STREET R S 51 1 " 1 " 2.4 GPM 12 GPM 2 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE RAINBIRD PEB WITH VIDY & SCH 80 BALL. VAL VE ON MAINLINE SIDE RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE 5/E CORNER 215 TS S TREET / S TREET PARKWA Y BETWEEN 215 T S TREET 22ND S TREET MEDIAN F TREE FUBBL ERS T U U1 1 " 1 " 1 " 6.256PM 13 GPM 2 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE MEDIAN BETWEEN 21 STS TREET 22 ND S TREET PARKWA Y BETWEEN 22 ND STREET 23 RD STREET MEDIAN G TREE BUBBLERS V 1 " 6.25 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE MEDIAN BETWEEN 22 STS TREET 23 RD STREET W 1 " 12 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE PARKWAY BETWEEN 23RD STREET 24 TH STREET W1 12 GPM RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE. , MEDIAN H TREE BUBBLERS X 1 " 6.25 GPM I RAINBIRD PEB WITH VIDY & SCH 80 BALL VAL VE ON MAINLINE SIDE MEDIAN BETWEEN 23RD S TREET 24 TH S TREET CITY OF BAKERSFIELD CALIFORNIA N A PUBLIC l WORKS DEPARTMENT File Drawn: 0 A H G T Job Nome. TSKll7 Engineer. D. A. HOGGATT O A Dote. FEB 23 2011 Checked By. B McCLURE CONTROL CLOCK CONTROL CLOCK A CONTROL CLOCK A I GENERAL NOTES 1.INSTALL IRRIGA TION CONTROL CLOCK ON SOUTH END OFMEDIAN E BETWEEN 20TH STREET AND 215 T STREET. 2.INSTALL EXTRA IRRIGA TION CONTROL WIRES AND COMMON WIRES TO LOCA TIONS AS NOTED AND SHOWN ON PLANS. 3.ALL EXTRA WIRES SHALL START A T IRRIGA TION CONTROL CLOCK AND END AS SHOWN ON THE PLANS. 4.ALL WIRES SHALL BE INSTALLED WITH TWO 14" DIA LOOPS A T IRRIGA TION CONTROL CLOCK AND A T LOCA TIONS AS NOTED AND SHOWN ON THE PLANS 5.ALL IRRIGA TION REMOTE CONTROL VAL VES FOR PARKWAY TREES AND MEDIANS ARE LOCA TED IN MEDIANS. 6.ALL IRRIGA TION REMOTE CONTROL VAL VES FOR CORNER PLANTERS ARE LOCA TED INSIDE CORNER PLANTERS. 7.IF IRRIGA TION REMOTE CONTROL VAL VES ARE LOCA TED IN CONCRETE SIDEWALK AREAS, A CONCRETE VAL VE BOX AND CONCRETE LID IS REQUIRED. 8.5EE COMMON TRENCH DETAIL 5 C45 /RR/GAT/ON LEGENDS O STREET STREETSCAPE TRUXTUN AVENUE TO 24 TH STREET �.sUsG ISHEET NO. IR -1 SYMBOL QUANTITY MANUFACT,MODEL HEAD TYPE NOZZLE PATTERN PSI 6PM RAD/DIA REMARKS COMMENTS ® RAIN8IRD1812-SAM-PRS-12VAN POP-UP MPR 8' VARIES 30 .39 8' ADJUST ALL IRRI6A TION HEADS RADIUS ON SITE AS REQUIRED 91 1 ALL VAN NOZZLES ARE ADJUSTED TO SPECIFIC SITE CONDI TIONS RAINBIRD R WS -8602... 2 PER TREE IN MEDIANS 30 1.0 — RAINBIRD RWS-8602...2 PER TREE WELL IN PARKWAYS VARIES 30 1.0 — ® RAINBIRD 1812-5AM-PR5-5H (RAISED PLANTERS) HALF 30 .20 5' ADJUST ALL IRRI6A TION HEADS RADIUS ON SITE AS REQUIRED 0 RAINBIRD 1812-5AM-PR5-5Q (RAISED PLANTERS) QUA TER 30 .10 5' 1 ALL NOZZLES ARE ADJUSTED TO SPECIFIC SITE CONDITIONS RAINBIRD PRS 1 " REMOTE CONTROL VAL VE WITH VID Y TA65 RAINBIRD 1 " QUICK COUPLER VAL VE 44LRC(6' j 2 -PIECE BODY YELLOW CAP IRRI6A TION LA TERAL LINES CLA55 200 PVC(12"MIN. DEPTH BELOW 6RADIN6 PLANS) I" SCH 40 PVC QUICK COUPLER LINE............ 2-1/2" PVC IRRI6A TION MAIN LINE............ 14 6A DIRECT BURIAL IRRI6A TION ........... 0 1/2" 3/4" 1/2" ALL HEADS ARE EQUALLY SPACED 1/2" 3/4" 1/2" TYPICAL IRRI6A TION SYS TEM FOR CONTROL WIRES ' ' LANDSCAPE PLANTERS "A" AT SCH40PvCSLEEVES....................................... J — ALL SLEEVES SHALL BE � { 17 TH,18 TH AN019 TH s TREE rrN rERsEcrroNs AL oNG q s TREE T) 2 TIMES OUTSIDE DIA OF IRRI6A TION LINES INSTALL ATGOCATIONS AS STAKED IN THEfIELO BYCITY EN67NEER. INSTALL 1-14" DIA GOOP514 GAUGE DIRECT BURIAL IRRIGATION CONTROL WIRE5(4 WIRES EQUALLY TAPED AT FOUR GOCA TIONS) IRRI6A TlONCONTROL VAL VEBOX(CONCRETf) AND 1-14" DIA L0OP14 6AUGEDIRECT BURIAL IRRI6A TIONCOMMONWIR (CHRISTYCONCRETE VAL VEBOX N 30 R -IRRIGATION) 2"CLA55200RIN6 776HTIRRI6A7ION MAINLINE WITH LINE SIZE MANUAL GATE VALVE 1YPICAL A T SOUTH WEST AND SOUTH EAST CORNERS AT17TH,18TH,19TH,20THAND 215T STREETALON6QSTREE T DETAIL IR -A 1/2' I" QCV 1/2" I " QCV LINE 1 SEE DETAIL IR -A SHEET IR -2 IF 7 /A// 1/2," /2" � ,1/2" 1" QCV LINE 1 III � II II !1171/ REMOTECONTROL VALVE FOR E/W SIDE OF Q STREET SEE DETAIL IR -A SHEET IR -2 INSTALL 4 EXTRA IRRIGATION CONTROL WIRES O DEAN Rqq F� 0 AND 1 COMMON WIRE FROM IRRIGATION CONTROL CLOCK ENGINEER Q C 46803rri TO THIS LOCATION FOR FUTUREIRRI6A iZON SYSTEM EXPANSION CITY OF BAKERSFIELD 1509 TRUXTUN INSTALL INCONDUITATALC STREET INTERSECTION/CROSSINGSAN BAKERSFIELD, CA 93,301 CALIF i SIDEWALK AND DRIVE WAYCROSSINGS. REVISIONS IF 7 /A// 1/2," /2" � ,1/2" 1" QCV LINE 1 III � II II !1171/ REMOTECONTROL VALVE FOR E/W SIDE OF Q STREET SEE DETAIL IR -A SHEET IR -2 INSTALL 4 EXTRA IRRI6A TION CONTROL WIRES AND 1 COMMON WIRE FROM IRRI6A TION CONTROL CLOCK TO THIS LOCA TION FOR FUTURE IRRI6A TION SYSTEM EXPANSION INSTALL IN CONDUIT A T ALL STREET INTERSECTION / CROSSINGS AN SIDEWALK AND DRIVE WAY CROSSINGS. 1/2" 1" I" QCV LINE C11 X- ,1/2" -1„ I ( 2" IRRI6A TION MAIN LINE IRRI6A TION CONTROL WIRES IN 1-1/2" SCH 40 PVC CONDUIT \, 1 1/2' 1/2" Ll TYPICAL FOR ALL IRRIGA TION WIRES UNDER CONCRETE ASPHAL T 1-1/4" 2" IRRI6A TION MAIN LINE 2 1 n 2-1/2" CLASS 200 RING TIGHT PVC MAIN LINE 1/2" WI TH IRRI6A TION CONTROL WIRES A T 4 OCL OCK POSI TION IRRIGATION CONTROL WIRES I I REMOTE CONTROL VALVE CV SECURED TO MAIN CINE WITH TAPE A T 10' ON CENTER IN 1-1/2"SCH 40 PVC CONDUIT MEDIAN ONLY B 1 I Al P REMOTE CONTROL VALVE 2 I 3/4 2 TR U A NORTH (one tree) GPM GPM TREE BBLERSMEOI NA DEAN SCALE 1 " SCH 40 PVC QCV LINE „ 1" CVLINE 1" 1-1/4" (I 1-1/4" 1„ 1„ 1"QcvLrNE N All "J/ 37q " KQCV 1/2" 1 " QCV 1/2„ 1/2." 1/2" 2 64 SEE DETAIL IR -A SHEET IR -2 00ESS/pN O DEAN Rqq F� 0 REGISTERED CIVIA ENGINEER Q C 46803rri y� Exp. 6-30-11 CITY OF BAKERSFIELD 1509 TRUXTUN AVENUE qTF CAVIL ���` BAKERSFIELD, CA 93,301 CALIF i SIDEWALK AND DRIVE WAYCROSSINGS. REVISIONS No. DA TE DESCRIPTION 2 / / INSTALL 4 EXTRA IRRI6A TION CONTROL WIRES AND 1 COMMON WIRE FROM IRRI6A TION CONTROL CLOCK TO THIS LOCA TION FOR FUTURE IRRI6A TION SYSTEM EXPANSION INSTALL IN CONDUIT A T ALL STREET INTERSECTION / CROSSINGS AN SIDEWALK AND DRIVE WAY CROSSINGS. 1/2" 1" I" QCV LINE C11 X- ,1/2" -1„ I ( 2" IRRI6A TION MAIN LINE IRRI6A TION CONTROL WIRES IN 1-1/2" SCH 40 PVC CONDUIT \, 1 1/2' 1/2" Ll TYPICAL FOR ALL IRRIGA TION WIRES UNDER CONCRETE ASPHAL T 1-1/4" 2" IRRI6A TION MAIN LINE 2 1 n 2-1/2" CLASS 200 RING TIGHT PVC MAIN LINE 1/2" WI TH IRRI6A TION CONTROL WIRES A T 4 OCL OCK POSI TION IRRIGATION CONTROL WIRES I I REMOTE CONTROL VALVE CV SECURED TO MAIN CINE WITH TAPE A T 10' ON CENTER IN 1-1/2"SCH 40 PVC CONDUIT MEDIAN ONLY B 1 I Al P REMOTE CONTROL VALVE 2 I 3/4 2 TR U A NORTH (one tree) GPM GPM TREE BBLERSMEOI NA DEAN SCALE 1 " SCH 40 PVC QCV LINE „ 1" CVLINE 1" 1-1/4" (I 1-1/4" 1„ 1„ 1"QcvLrNE N All "J/ 37q " KQCV 1/2" 1 " QCV 1/2„ 1/2." 1/2" 2 64 SEE DETAIL IR -A SHEET IR -2 CITY OF BAKERSFIELD, CALIFORNIA SLOCKA MEDIAN /CORNER PLANTERS IRRIGATION PLAN IRRIGATION MAIN LINE TO BE INSTALLED THREE(3)WESTOFCENTER LINE ABOI/EELECTRICAL CONDUIT SEE TRENCH DETAIL C-45 File Name: T9K117 PUBLIC WORKS DEPARTMENT Job No.: T9K117 Date: FEB 07 2011 Drawn: D. A. HOGGA TT Engineer. - D. A. HOGGA TT Checked By-* T. ABERNA TH SEE DETAIL IR -A SHEETIR-2 GPM INSTALL 4 EXTRA IRRI6A TION CONTROL WIRES AND 1 COMMON WIRE FROM IRRI6A TION CONTROL CLOCK TO THIS LOCA TION FOR FUTURE IRRI6A TION SYSTEM EXPANSION INSTALL IN CONDUIT A TALL STREET INTERSECTION / CRO55IN65 AN SIDEWALK AND DRIVEWAY CROSSINGS. - KEY MAP I L I L 'Q' STREET STREETSCAPE TRUXTUN AVE TO 24TH STREET lellll,� "sch 40 pvc / 1/2 3/4 01, ,-ch 40 pv / 2" sch 4G pvc sle 1" 5 C45 1" /2" /4„ /2" 1 "sch 40 pvc 1/2'� �� hil 1 "sch 0 pvc 2" sch 40 pvc sleeve 2" sch 40 pvc sleeve 112113 ► rel " 1" 71/2' 4, 1 " h 40 pvc �,1 s-a5� /r SHEET lVO IR -2 0 1 2 3 INSTALL 4 EXTRA IRRIGATION CONTROL WIRES AND 1 COMMON WIRE FROM IRRIGATION CONTROL CLOCK TO THIS LOCATION FOR fUTUREIRRI6ATION SYSTEM EXPANSION INSTALL IN CONDUIT AT ALL STREETINTERSECTION/CROSSINGS AN SIDEWALK AND DRIVE WAYCROSSINGS. CITY OF BAKERSFIELD, CALIFORNIA SLOCKA MEDIAN /CORNER PLANTERS IRRIGATION PLAN IRRIGATION MAIN LINE TO BE INSTALLED THREE(3)WESTOFCENTER LINE ABOI/EELECTRICAL CONDUIT SEE TRENCH DETAIL C-45 File Name: T9K117 PUBLIC WORKS DEPARTMENT Job No.: T9K117 Date: FEB 07 2011 Drawn: D. A. HOGGA TT Engineer. - D. A. HOGGA TT Checked By-* T. ABERNA TH SEE DETAIL IR -A SHEETIR-2 GPM INSTALL 4 EXTRA IRRI6A TION CONTROL WIRES AND 1 COMMON WIRE FROM IRRI6A TION CONTROL CLOCK TO THIS LOCA TION FOR FUTURE IRRI6A TION SYSTEM EXPANSION INSTALL IN CONDUIT A TALL STREET INTERSECTION / CRO55IN65 AN SIDEWALK AND DRIVEWAY CROSSINGS. - KEY MAP I L I L 'Q' STREET STREETSCAPE TRUXTUN AVE TO 24TH STREET lellll,� "sch 40 pvc / 1/2 3/4 01, ,-ch 40 pv / 2" sch 4G pvc sle 1" 5 C45 1" /2" /4„ /2" 1 "sch 40 pvc 1/2'� �� hil 1 "sch 0 pvc 2" sch 40 pvc sleeve 2" sch 40 pvc sleeve 112113 ► rel " 1" 71/2' 4, 1 " h 40 pvc �,1 s-a5� /r SHEET lVO IR -2 0 1 2 3 n LQ 0 N N 0 a Q m a� a c 0 Q a W 0 CIE CL v o� i z O 0 SYMBOL QUANTITY MANUFACT.MODEL HEAD TYPE NOZZLE PATTERN PSI GPM RAD/DIA REMARKS COMMENTS ® RAIN9IRD1812-SAM-PRS-12VAN POP-UP MPR 8' VARIES 30 .39 8 ADJUST ALL IRRIGA TION HEADS RADIUS ON SITE AS REQUIRED ® ALL VAN NOZZLES ARE ADJUSTED TO SPECIFIC SITE CONDI TIONS RAINBIRD R WS -9602... 2 PER TREE IN MEDIANS 30 1.0 — RAIN9IRD RWS-9602...2 PER TREE WELL IN PARKWAYS VARIES 30 1.0 — ❑ RAIN9IR01812-SAM-PRS-5H (RAISED PLANTERS) HALF 30 .20 5' ADJUST ALL IRRIGA TION HEADS RADIUS ON SITE AS REQUIRED D RAINBIRD 1812-SAM-PR5-5Q (RAISED PLANTERS) QUA TER -30 .10 5' ALL NOZZLES ARE ADJU5 TED TO SPECIFIC SITE CONDI TIONS s RAINBIRD PRS 1"REM0TE CONTROL VAL VE WI TH VIDY TA 65 RAIN9IR01" QUICK COUPLER VAL VE 44LRC(6'9 2 -PIECE BODY YELLOW CAP IRRIGA TION LA TERAL LINES CLASS 200 PVC(12"MIN DEPTH BELOW GRADING PLANS) I" 50-140 PVC QUICK COUPLER LINE............ 2-1/2 PVC IRRIGA TION MAINLINE 14 GA DIRECT BURIAL IRRIGA TION ............P_ CONTROL WIRES r SCH 40 PVC SLEEVES .......................................... — — — — (17TH, ALL SLEEVES SHALL BE 2 TIMES OUTSIDE DIA 2 sch 40 OF IRRIGA TION LINES - pvc sleeve I, 0 �Ef '�.S ow Q SWOT .IMEET 2" pv 1 11/ 12" sch 40 pvc sleeve I IRRIGA 1/2" J14 21/2" CLASS 200 RING TIGHT IRRIGA TION MAINLINE WITH IRRIGA TION CONTROL WIRES A T 4 OCL OCKPOSITION i 1" SCH 40 P VC QCV L INE, JI 1/2" 1" SCH 40 PVC QCV LINE IRRIGATION MAINLINE TO REINSTALLED rHREE(3'wEsroF CENTER LrNEaeovE ELEcrarcaL coNDurr SEE TRENCH DETAIL C-45 File Name: T9K117 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Date: FEB 07 2011 1/2" 3/4" 1/2" ALL HEADS ARE EQUALLY SPACED 1/2" 3/4" 1/2" TYPICAL IRRIGATION SYSTEM FOR LANDSCAPE PLANTERS "A" AT 18 rH AND 19TH STREET INrERSECTZONS ALONG q STREET) Drawn: D. A. HOGGA TT Engineer: D. A. HOGGATT Checked By. T.ABERNATHY. QRj ESS/0 F� pEAN q� REGIS TERED L ENGINEER ` C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD s 1 �P 1501 TRUXTUN AVENUE ITF C/V�L BAKERSFIELD, CA 93,301 OF CA -\F REVISIONS No. DA TE DESCRIP TION Q1pL_ JTREE 'Q' STREET STREETSCAPE TRUXTUN AVE TO 24TH STREET 2" SCH 40 PVC MA TN 2" SCH 40 PVC MAIN 1 i 1/2" 2" SCH 40 PVC SLEEVE SHEET NO. IR -3 0 1 2 3 SYMBOL QUANTITY MANUFACT.MODEL HEAD TYPE NOZZLE PATTERN PSI GPM RAD/DIA ® RAIN9IRD1812-SAM-PRS-12VAN POP-UP MPR 8' VARIES 30 .39 8' RAINBIRD R WS -9602... 2 PER TREE IN MEDIANS 30 1.0 - RAIN9IRD R W5-9602... 2 PER TREE WELL IN PARMA YS VARIES 30 1.0 - ® RAIN9IR01812-SAM-PRS-5H (RAISED PLANTERS) HALF 30 .20 5' 51 RAINBIRD 1812-5AM-PR5-5Q (RAISED PLANTERS) QUARTER 30 .10 5' RAINBIRD PRS 1" REMOTE CONTROL VA VE WITH VIDY TA 65 RAIV9IR01" QUICK COUPLER VAL VE 44LRC(6' j 2 -PIECE BODY YELLOW CAP IRRIGA TION LA TERAL LINES CLASS 200 PVC(12"MIN DEPTH BELOW GRADING PLANS) I" SCH 40 PVC QUICK COUPLER LINE........... 2-1/2" SCH 40 PVC IRRI6A TION MAIN LI 14 6A DIRECT BURIAL IRRI6A TION ........... CONTROL WIRES SCH 40 PVC SLEEVES .......................................... - - - -1 ALL SLEEVES SHALL BE } - 2 TIMES OUTSIDE DIA 2" SCH 40 PVC 5LEE6 W Q 1" 1, Il 3/4" W v `'' 2" SCH 40 a PVC SL EF VE i z REMARKS COMMENTS ADJUST ALL IRRIGA TION HEADS RADIUS ON SITE AS REQUIRED ALL VAN NOZZLES ARE ADJUSTED TO SPECIFIC SI TE CONDI TIONS ADJUST ALL IRRI6A TION HEADS RADIUS ON SITE AS REQUIRE ALL NOZZLES ARE ADJUS TED TO SPECIFIC SITE CONDI TIONS 2-1/2" CLASS 200 RING 7I61 -1T IRRI6A TION MAINLINE WITH IRRIGA TION CONTROL WIRES A T 4 OCL OCK POSITION SECURED TO MAIN LINE WI TH TAPE A T 10' ON CENTER CITY OF BAKERSFIELD, CALIFORNIA 1/2" 3/4" 1/2" ALL HEADS ARE EQUALLY SPACED 1/2" 3/4" 1/2" QRpFESS/ON ��O AN CO REGISTERED C NGINEE C 46803 yF Exp. 6-30-11 CITY OF BAKERSFIELD 1509 TRUXTUN AVENUE '9TF Crvi\- BAKERSFIELD, CA 93301 OF CA0F REVISIONS No. DA TE DESCRIP TION Wl TYPICAL IRRI6A TION SYSTEM FOR LANDSCAPE PLAN TER5 "A" AT (17TH,18TH AND 19TH STREET INTERSECTIONS ALONG Q STREET) L`�� 1/2' !I/ I11 REMOTECONTROL VALVE 1"SCH40PVCQCVLINES 1 " 6P TREE BUBBLERS MEDIAN C 3/ M" 2" SCH 40 PVC MAIN1/21 2 I I 5 - - — - = - C45 1-1/4" - - 1/2" 1/2" 112"QCV 112" NORTH I i J 1' 1„ I PLAN SCALE V" = 70' i . 25 _ GPM MEDIAN REMOTE CONTROL VALVE IRRIGA 7ZON MAIN LINE TO REINSTALLED THREE(3')WEST OF CENTER LINE ABOI/E ELECTRICAL CONDUIT SEE TRENCH DETAIL C-45 File Name: T9K117 PUBLIC WORKS DEPARTMENT Job No.: T9K117 Date: FEB 07 2011 ku I L F_�d (STREET �IZ I F F_ 7�.z Drawn: D. A. HOGGA TT 'Q' STREET STREETSCAPE Engineer: D. A. HOGGATT Ch ecked By T. ABERNA TH Y a TRUXTUN AVE TO 24TH STREET 3/4' 2” SCH 40 PVC SLEEVE 6. .5-. c?v'5-6 SHEET NO, IR -4 0 1 2 3 (SYMBOL QUANTITY MANUFACT.MODEL I HEAD NPEI NOZZLE( PATTERN P.sr IPAI)ll*)7rdl DCAA AA//L /Y1/I /AGAIT[` 2" SCH 40 PVC SLEEVE f RAIN9IRDI812-SAM -PRS-12 VAN RAINBIRD R WS -9602... 2 PER TREE IN MEDIANS RAINBIRD R WS -9602... 2 PER TREE WELL IN PARKWAYS VARIES 30 ,39 RAINBIRD 1812-5AM-PR5-5H (RAISED PLANTERS) HALF 30 .20 5 RAINBIRD 1812-5AM-PRS-5Q (RAISED PLANTERS) QUARTER 30 .10 6 RAINBIRD PRS I" REMOTE CONTROL VAL VE WITH VIDY TAGS RAINBIRD 1 " QUICK COUPLER VAL VE 44LRC(619 2 -PIECE BODY YELLOW CAP IRRIGA TION LA TERAL LINES CLASS 200 PVC(12"MIN DEPTH BELOW 6RADIN6 PLANS) 1" SCH 40 PVC QUICK COUPLER LINE .......... .�..� 2-112 PVC IRRIGA TION MAIN LINE...... � 14 6A DIRECT BURIAL IRRIGA TION ........... CONTROL WIRES 7 SCH 40 PVC SLEEVES .......................................... — — — ALL SLEEVES SHALL BE — — 2 TIMES OUTSIDE DIA OF IRRIGA TION LINES 8' KS COMMENTS ADJUST ALL IRRI6A TION HEADS RADIUS ON SITE AS REQUIRED ALL VAN NOZZLES ARE ADJUSTED TO SPECIFIC SI TE CONDI TIONS ADJUST ALL IRRIGA TION HEADS RADIUS ON SITE AS REQUIRED ALL NOZZLES ARE ADJUS TED TO SPECIFIC SITE CONDI TIONS I" SCH 40 PVC QCV LIIUF� 2-1/2" CLASS 200 RIN6 7I6HT IRRIGA TION MAINLINE WITH IRRIGA TION CONTROL WIRES AT4 OCLOCKPOSITION 1/2" SECURED TO MAINLINE WITH TAPE A T 10' ON CENTER CITY OF BAKERSFIELD, CALIFORNIA ALL HEADS ARE EQUALLY SPACED 1/2" 3/4" 1/2" TYPICAL IRRIGATION SYSTEM FOR LANDSCAPE PLANTERS 'A" AT (17TH, IB7'H AND 19TH STREET IN7'fRSECTIONS ALONG Q STREE rJ l ININl VII i 1 V/ V rLtl / V IRRIGATION MAIN LINE TO BEINS TALLED THREE(3)WESTOFCEN TER LINE ABOI/EELECTRICAL CONDUIT SEE TRENCH DETAIL C-45 File Name: T9K117 PUBLIC WORKS DEPARTMENT Job No.: T9K117 Date: FEB 07 2011 Drawn: D. A. HOGGATT Engineer: D. A. HOGGA TT Checked By.- T.ABERNATH,� SEE DETAIL IR -A SHEET IR -2 I Lx— KEY � MAP i L 4�-- r EET �I 'O' STREET STREETSCAPE TRUXTUN AVE TO 24TH STREET SHEET N, IR -5 0 1 2 3 SYMBOL QUANTITY MANUFACT.MODEL HEAD TYPE NOZZLE PATTERN PSI GPM RAD/DIA REMARKS COMMENTS ® PAINBIRD1812-SAM-PRS-12VAN POP-UP MPR 8 VARIES 30 .39 8' ADJUST ALL IRRI6A TION HEADS RADIUS ON SITE AS RE UIRED ®ALL VAN NOZZLES ARE ADJUSTED TO SPECIFIC SITE CONDI TIONS RAINBIRD R WS -9602... 2 PER TREE IN MEDIANS 30 1.0 - RAIN9IRD R WS -9602... 2 PER TREE WELL IN PARKWAYS VARIES 30 1.0 — ❑ RAINBIRD 1812 -SAM -PRS -51-1 (RAISED PLANTERS) HALF 30 .20 5' ADJUST ALL IRRI6A TION HEADS RADIUS ON SI TE AS REQUIRED 0 RAINBIRD 1812 -SAM -PRS -5Q (RAISED PLANTERS) QUARTE R 30 .10 5' ALL NOZZLES ARE ADJUS TED TO SPECIFIC SI TE CONDI TIONS RAINBIRD PRS I" REMOTE CONTROL VAL VE WITH VIDY TA65 RAINBIRD 1" QUICK COUPLER VAL VE 44LRC(619 2 -PIECE BODY YELLOW CAP IRRI6A TION LA TERAL LINES CLASS 200 PVC(18"MAX DEPTH BELOW FINISH SUB GRADE) �e REMOTE CONTROL VALVE Box (TOP OF VALVE BOX FL USH WITH FINISH GRADE) MOD# CHRIS TY 916BOX AID...IF L OCTAED IN MEDIAN LANDSCAPE AREA MOD# wM EXIS TING 2" WA TER METER... ... FE960 860 W/SB SMOOTH TOUCH SS ENC 05UREAND POLOR PARKA 1" SCH 40 PVC QUICK COUPLER LINE........... 2-1/2" SCH 40 PVC IRRI6A TION MAIN LI 14 6A DIRECT BURIAL IRRI6A TION ........... - CONTROL WIRES SCH 40 PVC SLEEVES .........................................- - - - -� ALL SLEEVES SHALL BE 2 TIMES OUTSIDE DIA OFIRRI6A TION LINES It - CN N o N i — IRRI6A TION CONTROL WIRES h O N 1/2" 1/2" QROF ESS /ON,q OEAN REGISTEREENGINES G)C 46803 1/2„ * Exp. 6-30-11 Cl TY OF BAKERSFIELD C/V�� 1501 TRUXTUN AVENUE qTF BAKERSFIELD,CA 93301 OF CA��F REVISIONS 1/2" No. DA TE DESCRIPTION ALL HEADS ARE fQUALLYSPACED TYPICAL IRRIGATION SYSTEM FOR LANDSCAPE PLANTERS B (21ST STREE T/Q STREET) SEE DETAIL IR -A SHEET IR -2 INSTALL 4 EXTRA IRRI6A TION CONTROL WIRES AND 1 COMMON WIRE FROM IRRI6A TION CONTROL CLOCK TO THIS L OCA TION FOR FUTURE IRRI6A TION SYS TEM EXPANSION INSTALL IN CONDUIT A TALL STREET INTERSECTION / CRO55IN65 A INSTALL 2" MANUAL 6A TE VALVE IN CONCRETE IRRI6A TION VALVE PLANTER REMOTE CONTROL VALVE 1' 1\ 2 4 WESTSIDE Q 021ST STREET GPM 1/2" 1/2' 1„ "QCV 1/2" 1/2" 1/2" 1 "QCV 1/2" " 014" " 1" SCH 40 PVC LINE 3 ' 1, SCH 40 PVC QCV LINE 1 " I I// SCH 40 PVC LA TERAL LINE TO TREES IN PARKWAY I" I" SCH 40 PVCQCV LINE 1" 3/4 PARKWAY REMOTE CONTROL VALVE I ITA REMOTE CONTROL VALVE 1"SCH 40 PVC QCV GINE 14 �� A TREE BUBBLERS MEDIAN E GPM 11 4 6pM TYPICAL FOR ALL INTERSECTION CRO55IN65 ,� i 2-1/2" CLASS 200 RING TI6HT IRRI6A TION MAIN LINE 1 " 3 2 SCH 40 PVC WI TH IRRI6A TION CONTROL WIRES A T 4 OCL OCK POSI TION 4" SCH 40 PVC COND UI T FOR IRRI6A TION COIV TROL WIRES IRRIGATION MAIN GINE SECURED TO MAINLINE WITH TAPE A T 10' ON CENTER 1 3/�I " " 1 " 3/4" 1/2" EXTEND CONDUIT 3' BEYOND CONCRETE EDGE IRRI6A TION WIRES SPLICE BOX _ - -- - _ -- INSTALL 24 STA TION IRRI6A TION CONTROL CLOCK / 1/2" l 3/4" 1" 3/4"l 1/2" 1 NQS I NEW 21/2" SCH 40 PVC IRRI6A TION MAIN LINE ON WESTSIDE OF MEDIAN AS SHOWN ON SHT. E5AND AS DIRECTED BY EN6INEER. SEE ELECTRICAL PLANS FOR ELECTRICAL PULL BOX 1/Z" P I" QCV 11211 NORTH INSTALL 9YCONTRACLOCA TION FOR ELECTRICAL POWER TO IRRI6A TION CONTROL CLOCK A AND PULL BOX WITH TELEPHONE LINE TO BE CONNECTED X QPM PLAN SCALE I �� =10 TO IRRI6A TION CONTROL CLOCK. MEDIAN REMOTE CONTROL VALVE „ 1" 40 PVC QCV LINE CH m I„ 1 SCH 40 PVC QCV LINE I„ 1 "SCH 40 PVC LA TERAL LINE 1 O TREES IN PARKWA Y 1 " SCH 40 PVC QCV LINE a 1" CV /" Q a POINT of CONNECTION Q) FOR NEW IRRI6A 7TON WA TER SUPPLY. a NEW 2" WA TER METER L OCA 7TON M INSTALLED 9Y CAL WA TER Q, z w z z 1/2" VCITY OF BAKERSFIELD, CALIFORNIA ..E 1/2" 1/2" 1/2" BLOCK E MEDIAN /CORNER PLANTERS IRRI6A 770N PLAN IRRIGATION MAIN LINE TO BE INSTALLED THREE(3 )WEST OF CENTER LINE ABOI/E ELECTRICAL CONDUIT SEE TRENCH DETAIL C-45 File Name: T9K117 Drawn: D. A HOGGATT PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: D. A. HOGGA TT Date: FEB 07 2011 Checked By T.ABERNATHYr 1/2," 250H40puc � � IRRI6A TION MAIN LINE II 3/4" I 1" QCV 1/2,11 1" sch S TAIL IR -A SHEET IR 2 71 1" 1/2" '/2" 2"SCH 40 PVC SLEEVE 1/2" INSTALL'4 EXTRA IRRIGATION CONTROL WIRES GPM AND 1 COMMON WIRE FROM IRRIGATION CONTROL CLOCK PLANTER REMOTE CONTROL VALVE TO THIS LOCA TIONFOR FUTURE IRRI6ATIONSYSTEM EXPANSION fA5T520EQC�215TSTREE T INSTALL INCONDUITAT ALG STREET INTERSECTION /CROSSINGS AN SIDEWALKAND DRIVE WAYCROSSINGS. KEY MAP W1 tul Lil � ---1— 4:[� 'Q' STREET STREETSCAPE TRUXTUN AVE TO 24TH STREET 2"sch 40 pvc sleeve u — — 1/2" ?s ti N RJ "sch 40 rr 4" sch 40' sleeve s-as(o SHEET NO IR -6 F- 1 2 3 N 1/2" 1.� 1/2" m zi 1/2" CAST IRON TREE 6RATS-- 1" QCV 1/2" 1/2" 1/2" 1/2," 2" 1/2" I/ 12" 1/2" 1/2" 1/2" 1/2" ALL HEADS ARE fQUALLYSPACfD TYPICAL IRRI6A TION SYSTEM FOR LANDSCAPE PLANTERS B (2lsrsTREE rIQ sTREE r) SYMBOL QUANTITY MANUFACT.MODEL HEAD TYPE NOZZLE PATTERN PSI GPM RAD/DIA REMARKS COMMENTS ADJUST ALL IRRI6A TION HEADS RADIUS ON SITEAS REQUIRED ALL VAN NOZZLES ARE ADJUSTED TO sPEcrFrc SITE coNOrrIONs ® ® CITY OF BAKERSFIELD RAIN9IRD1812-SAM-PRS-12VAN POP-UP MPR 8' RAINBIRD R WS -9602 .. 2 PER TREE IN MEDIANS . VARIES 30 30 .39 1, 0 8' - REVISIONS No. DA TE RAIN9IRD RW5-9602...2 PER TREE WELL IN PARKWAYS VARIES 30 1.0 — 2 / / RAINBIRD 1812-5AM-PR5-51-1 (RAISED PLANTERS) HALF 30 RAINBIRD 1812-5AM-PR5-5Q (RAISED PLANTERS) QUARTE 30 RAINBIRD PRS 1 " REMOTE CONTROL VALVE WITH VID Y TA65 .20 5' .10 5' ADJUST ALL IRRI6A TION HEADS RADIUS ON SI TE AS REQUIRED ALL NOZZLES ARE ADJU5 TED TO SPECIFIC SI TE CONDI TIONS ® D RAINBIRD I" QUICK COUPLER VAL VE 44LRC(6') 2 -PIECE BODY YELLOW CAP IRII6A TION LA TERAL LINES CLASS 200 PVC(12"MIN DEPTH BELOW GRADING PLANS) 1" SCH 40 PVC QUICK COUPLER LINE............. 2-1/2" SCH 40 PVC IRRI6A TION MAIN Li*1 r 14 6A DIRECT BURIAL IRRI6A TION ........... . CONTROL WIRES _ _ 1 SCH 40 PVC SLEEVES...... - - ALL SLEEVES SHALL BE 2 TIMES OUTSIDE DIA OF IRRI6A TION LINES N 1/2" 1.� 1/2" m zi 1/2" CAST IRON TREE 6RATS-- 1" QCV 1/2" 1/2" 1/2" 1/2," 2" 1/2" I/ 12" 1/2" 1/2" 1/2" 1/2" ALL HEADS ARE fQUALLYSPACfD TYPICAL IRRI6A TION SYSTEM FOR LANDSCAPE PLANTERS B (2lsrsTREE rIQ sTREE r) 1/2" 1/2" �1/2" IIIQCV 3 Z4 i -� 1"5CH 40 PVC QCV LINE 1 "50-140 PVC QCV LINES 1„ „ 1 1 SCH 40 PVC LA TERAL LINE TO TREES IN PARKWAY PARKWAY REMOTE CONTROL VALVE S 1" �� S11 REMOTE CONTROL VALVE 1"SCH 40 PVC QCV LINES 6PM 6PM TREE BUBBLERS MEDIAN F 1-1/4" 3/4" 21/2" CLASS 200 RING TIGHT IRRI6A TION MAINLINE 1/2 3/4" 1 " 1' 3/4" 1/2" WITH IRRI6A TION CONTROL WIRES A T 4 OCLOCK POSITION SECURED TO MAIN LINE WITH TAPE A T 10' ON CENTER I" QCV 1 41 -� 1-1/4 1/2" 3/4" til 1' 3/4" 1/2" T 1' I" QCV 1-1/4 6.25 6PM MEDIAN REMOTE CONTROL VALVE 1„ „ 1 ” SCH 40 PVC QCV LINE ,--,1 SCH C QC E= 1" 1 " SCH 40 PVC QCV LINE )1"50-140PVCLATERAL LINE TO TREES IN PARKWAY 1 " SCH 40 PVC QCV LINE 7. L�� � � � ' � CITY OF BAKERSFIELD, CALIFORNIA 1/ IRRIGATION MAINLINE TORE INSTALLED THREE(3)WESTOFCENTER LINE ABOI/EELECTRICAL CONDUIT SEE TRENCH DETAIL C-45 File Name: T9Kll7 PUBLIC WORKS DEPARTMENT Job No.: T9K117 Date: FEB 07 2011 Drawn: D. A. HOGGA TT Engineer: D. A. HOGGATT Checked By T.ABERNATHY 1/2" NORTH PLANSCAB 1"=1 I" KEY MAP • RL OCK F U-' MEDIAN /CORNER PLANTERS IRRIGATION PLAN Lu ;:- xhil I L TR�W "IF F [L�jj— fl� -:�- - t�: 'Q' STREET STREETSCAPE TRUXTUN AVE TO 24TH STREET SHEET NO IR -7 0 1 2 3 QROFESS/pNW, DEAN REGIST ED lL EIGINEEP I u C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD s� 9509 TRUXTUN AVENUE 9T F BAKERSFIELD, CA 93309 GF CAL�F� REVISIONS No. DA TE DESCR/P TION 2 / / 1/2" 1/2" �1/2" IIIQCV 3 Z4 i -� 1"5CH 40 PVC QCV LINE 1 "50-140 PVC QCV LINES 1„ „ 1 1 SCH 40 PVC LA TERAL LINE TO TREES IN PARKWAY PARKWAY REMOTE CONTROL VALVE S 1" �� S11 REMOTE CONTROL VALVE 1"SCH 40 PVC QCV LINES 6PM 6PM TREE BUBBLERS MEDIAN F 1-1/4" 3/4" 21/2" CLASS 200 RING TIGHT IRRI6A TION MAINLINE 1/2 3/4" 1 " 1' 3/4" 1/2" WITH IRRI6A TION CONTROL WIRES A T 4 OCLOCK POSITION SECURED TO MAIN LINE WITH TAPE A T 10' ON CENTER I" QCV 1 41 -� 1-1/4 1/2" 3/4" til 1' 3/4" 1/2" T 1' I" QCV 1-1/4 6.25 6PM MEDIAN REMOTE CONTROL VALVE 1„ „ 1 ” SCH 40 PVC QCV LINE ,--,1 SCH C QC E= 1" 1 " SCH 40 PVC QCV LINE )1"50-140PVCLATERAL LINE TO TREES IN PARKWAY 1 " SCH 40 PVC QCV LINE 7. L�� � � � ' � CITY OF BAKERSFIELD, CALIFORNIA 1/ IRRIGATION MAINLINE TORE INSTALLED THREE(3)WESTOFCENTER LINE ABOI/EELECTRICAL CONDUIT SEE TRENCH DETAIL C-45 File Name: T9Kll7 PUBLIC WORKS DEPARTMENT Job No.: T9K117 Date: FEB 07 2011 Drawn: D. A. HOGGA TT Engineer: D. A. HOGGATT Checked By T.ABERNATHY 1/2" NORTH PLANSCAB 1"=1 I" KEY MAP • RL OCK F U-' MEDIAN /CORNER PLANTERS IRRIGATION PLAN Lu ;:- xhil I L TR�W "IF F [L�jj— fl� -:�- - t�: 'Q' STREET STREETSCAPE TRUXTUN AVE TO 24TH STREET SHEET NO IR -7 0 1 2 3 N N i CQ O 0 N N Q a m Lla 0 a 0 J a W 0 v a z z z W 0 O SYMBOL QUANTITY MANUFACT.MODEL HEAD TYPE NOZZLE PATTERN PSI GPM RAD/DIA REMARKS COMMENTS ® �-J PAIN9IRD1812-SAM-PRS-12VAN POP-UP I MPR 8' I VARIES 30 .39 8' ADJUST ALL IRRI6A TION HEADS RADIUS ON SITE AS REQUIRED ALL VAN NOZZLES ARE ADJUSTED TO SPECIFIC SITE CONDITIONS CITY OF BAKERSFIELD 1 �P RAINBIRD R W5-9602... 2 PER TREE IN MEDIANS 9509 TRUXTUN AVENUE BAKERSFIELD, 30 1.0 - CA1-\F REVISIONS RAIN9IRD R W5-9602-2 PER TREE WELL IN PARKWA Y5 VARIES 30 1.0 - 1 / / ❑ RAINBIRD 1812-5AM-PR5-5H (RAISED PLANTERS) HALF 30 .20 5' ADJUST ALL IRRI6A TION HEADS RADIUS ON SITE AS REQUIRED 0 RAINBIRD 1812-5AM-PR5-5Q (RAISED PLANTERS) QUARTER 30 .10 5' ALL NOZZLES ARE ADJUSTED TO SPECIFIC SI TE CONDI TIONS RAINBIRD PRS I" REMOTE CONTROL VALVE WITH VID Y TA65 4 / / RAINBIRD 1" QUICK COUPLER VAL VE 44LRC(619 2 -PIECE BODY YELLOW CAP IRRIGA TION LA TERAL LINES CLASS 200 PVC(12"MIN DEPTH BELOW 6RADIN6 PLANS) 1 " SGH 4U f VG qU1L'K GOUVLtK LINE........... 2-1/2" SCH 40 PKIRRI6A7ION MAIN tv'L 14 GA DIRECT BURIAL IRRI6ATION........... P CONTROL WIRES ALL SLEEVES SHALL BE 2 TIMES OUTSIDE DIA OFIRRI6ATIONLINES /2" // s 1/2." 2" 1 " QCV 1"SCH747C QCV LINE 1" SCH 40 PVC QCV LINE 2" i IRRIGATIONCONTROL WIRES 1 2 -1/2" CLASS 200 RING TIGHT IRRI6A TION MAINLINE WI TH IRRIGA TION CONTROL WIRES A T 4 OCLOCK POSITION SECURED TO MAIN LINE WI TH TAPE A T 10' ON CENTER 1 " SCH 40 PVC QCV LINE 1" 1" SCH 40 PVC QCV LINE 1" CITY OF BAKERSFIELD, CALIFORNIA 1/2" 2" 2" 2" JI/2" ) 1 " QCV 3 1-4 314" /4" 1 " SCH 40 PVC PVC LA TERAL LINE TO TREES IN PARKWAY ��1" SCH 40 PVC QCV LINE PARKWAY REMOTE CONTROL VALVE /UT.\ 13 U1 P REMOTE CONTROL VALVE GPM TREE BUBBLERS MEDIAN 6 6P 3/4" 1" ' 1" 3/4" 1/2" 90 5 C45 J, 4?�&" V 4/f IJA /I/ 1 17 1/2" i VI „ 1 QCV 6.25 GPM NORTH Y MEDIAN REMOTE CONTROL VALVE PLAN SCALE I " _ I0' " SCH 40 PVC PVC LA TERAL LINE TO TREES IN PARKWAY 1" 1 " SCH 40 PVC QCV LINE 1 „ 1/2" IRRIGATION MAIN LINE TO BE INSTALLED THREE(3')WEST Of CENTER LINE ABOVE ELECTRICAL CONDUIT SEE TRENCH DETAIL C-45 File Name: TW117 PUBLIC WORKS DEPARTMENT Job No.: T9Kll7 Date: FEB 07 2011 1/2" 1211 ARL OCKG MEDIAN /CORNER PLANTERS IRRIGATION PLAN KEY MAP LU 4ji 0 0 I � Drawn: D. A. HOGGATT 'O' STREET STREETSCAPE En gin eer. D. A. HOGGA TT Checked By. T. ABERNA THTRUXTUN AVE TO 24TH STREET QROF ESS/0/1 q F� pEAN 54/4zw REGISTERED d-�LV&l ENGINEER LuFn �C 46803 F * Exp. 6-30-11 CITY OF BAKERSFIELD 1 �P 9509 TRUXTUN AVENUE BAKERSFIELD, qTF C/v� OF CA 93,301 CA1-\F REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / 4 / / 2" JI/2" ) 1 " QCV 3 1-4 314" /4" 1 " SCH 40 PVC PVC LA TERAL LINE TO TREES IN PARKWAY ��1" SCH 40 PVC QCV LINE PARKWAY REMOTE CONTROL VALVE /UT.\ 13 U1 P REMOTE CONTROL VALVE GPM TREE BUBBLERS MEDIAN 6 6P 3/4" 1" ' 1" 3/4" 1/2" 90 5 C45 J, 4?�&" V 4/f IJA /I/ 1 17 1/2" i VI „ 1 QCV 6.25 GPM NORTH Y MEDIAN REMOTE CONTROL VALVE PLAN SCALE I " _ I0' " SCH 40 PVC PVC LA TERAL LINE TO TREES IN PARKWAY 1" 1 " SCH 40 PVC QCV LINE 1 „ 1/2" IRRIGATION MAIN LINE TO BE INSTALLED THREE(3')WEST Of CENTER LINE ABOVE ELECTRICAL CONDUIT SEE TRENCH DETAIL C-45 File Name: TW117 PUBLIC WORKS DEPARTMENT Job No.: T9Kll7 Date: FEB 07 2011 1/2" 1211 ARL OCKG MEDIAN /CORNER PLANTERS IRRIGATION PLAN KEY MAP LU 4ji 0 0 I � Drawn: D. A. HOGGATT 'O' STREET STREETSCAPE En gin eer. D. A. HOGGA TT Checked By. T. ABERNA THTRUXTUN AVE TO 24TH STREET SYMBOL QUANTITY MANUFACT:MODEL HEAD TYPE NOZZLE PA TTERN PSI GPM RAD/DIA REMARKS COMMENTSOWN ® RAIN9IR01812-SAM-PRS-I2VAN POP-UP MPR 8' VARIES 30 .39 8' ADJUST ALL IRRIGA TION HEADS RADIUS ON SITE A of Ess S REQUIRED QR l oN� ® ALL VAN NOZZLES ARE ADJUSTED TO SPECIFIC SI TE CONDI DEANTIONS RAINBIRD R WS -9602... 2 PER TREE IN MEDIANS 30 1.0 RAINBIRD R WS -9602... 2 PER TREE WELL IN PARKWAYS VARIES 30 1.0 — REGIS E ED ..I V ENGINEER C 46803 L7 --X * Exp. 6-30-11 CITY OF BAKERSFIELD J� �P O RAIN9IR01812-SAM-PRS-5H (RAISED PLANTERS) HALF 30 .20 5' ADJUS TALL IRRIGA TIO 1 5 0 9 T -� c N HEADS RADIUS ON SITE REQUIRED RUXTUN AVENUE TF I V I D RAINBIRD 1812-5AM-PRS-5 BAKERSFIELD, CA 93301 OF CAl �F Q (RAISED PLANTERS) QUAR TER 30 .10 5' ALL NOZZLES ARE ADJUS TED TO SPECIFIC SITE CONDI TIONS RAINBIRD PRS 1" REMOTE CONTROL VAL VE WITH VIDY TA 65 REVISIONS RAIN9IR01" QUICK COUPLER VAL VE 44LRC(6') 2 -PIECE BODY YELLOW CAP No. DATE DESCRIPTION IRRIGA TION LA TERAL LINES CLASS 200 PVC(12"MIN DEPTH BELOW GRADING PLANS) 1" SCH 40 PVC QUICK COUPLER LINE........... 2-1/2"SCH 40 PVC IRRI6A TION MAIN LI 2 / / 14 6A DIRECT BURIAL IRRIGA TION ........... CONTROL WIRES SCH 40 PVC SLEEVES...... i ALL SLEEVES SHALL BE 2 TIMES OUTSIDE DIA OFIRRI6A TION LINES 1�r,J I" Qcv 112" // 1 "'_-11154q 40 PVC OCV LINF 1/2" // INSTALL 6 EXTRA IRRIGATION CONTROL WIRES AND 1 COMMON WIRE FROM IRRIGATION CONTROL CLOCK TO THIS LOCATION FOR FUTURE IRRI6ATION SPSTEM EXPANSION INSTALL IN COND UI T A T A L L STREE TINTERSECTION/CROSSIN65AN0 SIDEWALKAND DRIVE WAYCROSSIN65. 1/4 21/2" CLASS 200 RIN6 7I6HT IRRI6A TION MAIN LINE WITHIRRZA TION CONTROL WIRES A T4 OCLOCKPOSITION SECURED TO MAIN LINE WITH TAPE A T 10' ON CENTER � u SCH 40 PVC QCV LINE a 1/2" I" QCv W 0 v a z W z zCaE W CITY OF BAKERSFIELD, CALIFORNIA '1/2" i, 1" 4411,L— I 1" PARKWAY REMOTE CONTROL VALVE ATF 1 REMOTE CONTROL VALVE 6PM GPM TREE BUBBLERS I"cv 1 Q MEDIAN REMO TE CONTROL VALVE 1/Z" IRRIGATION MAINLINE TO BE INSTALLED THREE(3)WESTOFCEN TER LINE ABOI/EELECTRICAL CONDUIT SEE TRENCH DETAIL C-45 1/2,� PUBLIC WORKS DEPARTMENT File Name: T9K117 Drawn: D. A. HOGGATT Job No.: T9K117 Engineer: D. A. HOGGA TT Date: FEB 072011 Checked By T.ABERNATHY. 1" 1/2 3/4" 1/2" NORTH PLAN SCALE I KEY MAP MEDIAN /CORNER PL IRRI6ATIONPLAN AL __JL J:0 p. L of L � ME�i�- 1 �N F __1 F_ _F 'O'STREE7 STREETSCAPE IRUXTUN AVE TO 24TH STREET S AN TERS SHEET NO. IR- 9 0 ? FILENAME: L-IREV NOTES' PLAN NEW 1. Use teflon tope on oif threaded pints 2.0(50Mm) 0.5' (0.15%) 2. Al/ risers and nipples shall be Schedule 80 PVC sized Concrete Wall as required by the Recreation and Parks Director • ' j: :.•... .. :. . 3. All fittings shall be Schedule 40 PIC sized as required.4. -• % . 4. Where irrigation heads are installed within embankments; 1. All risers and nipples shall be Sch. 80 PIS All fittings a drain valve or check valve is required to prevent erosion. 1.5' too 2.0' Rad Check valves and drain valves shall be installed at (0.46m to 0.61m Rad.) locations as persated by the specific field conditions Grade / \,� and shall be approved by the Recreation and Parks 4 When irngat%on heads are instal/ed within embankmen14 Director prior to use and placement. (ST)) 5. Use Schedule 80 PVC conduit with an enclosed ° pedestal slope conduit to drain 1/8' per 1.0' `�/ (5mm per 0.3m) ' F0 large 6. Construct 0.5' (150mm) Class B' concrete slab as ,"'; SIDE VIEW required to receive the pedstal mounted irrigation control approved by the Recreation and Paries Directer prior to clock. Compact 0.5' (150mm) base to 90%relative; : 7-. density prior to placement ad concrete slob. \� `! • ` \ 5 Al/ pop up heads ,holt be 1.0' (25mm) from concrete 7. Where port circle %nigotlon heads adjacent to a building Z 110 Volt Power wall, locate irrigation head 4.0' (100mm) from face of Single Strand 14 Gouge building wall to back of irrigotion head. Direct Burial Cooper Wire 8. All irrigation heads sholl provide 1007 coverage with OlRRIGA TION CONTROL CLOCK no over spray onto sidewalks streets, walls, and buildings y Addition of heads may be required at any time in order Place irrigation control to achieve 1007 coverage. & bubblers 9. All irrigation installation shill be in accordance with 1 - Tablet per 1 Gal. (3.79 L) city standards, the latest edition of the California Plumbing \ Code, and manufacturer's recommendation, Section 20 of 6. Where port circle irrigation heads are adjacent to a budding the Standard Speciflcotions and as directed by the bundled and taped at Recreation and Parks Director. Nipple (TIT) Top of 10. All materials shall be new and free from defects. _ Asphalt o 14' Slope 7. Where triple swing pint is required, see city standard Concrete (0.36m) 11. See approved landscape / inigotlon plans and legends Surface for specific model numbers, size, quantities manufacturers and performance requirements \ 3 0'w position. City Standards, Manufacturer's Recommendation, and Section 12. Any and all changes hon this standard shall be 18' approved by the Recreation and Parks Director prior (D. 45m) o to any type of construction. Double Wire Wcp above highest (ger/v - 12ga.) 9. See approved landscape and irrigation plans and legends \/ \ Fig. 8 tie 4 locations Redwood Stake g Sch. 40 PVC 2.0' x 2.0' x 15' (20 \ \ Tee (SST) PLAN VIEW (50mm x 50mm x 0.45m) , �jr� (PVB only) Sch. 40 PIS Sch. 40 PVC Ell or Tee Marlex Street E7190 (TIT) Ed 90 (TIT) O OSCILLA TING HEAD DETAIL 4 See approved landscape and irrigation plans and (0.45m) SCh. 80 PVC FILENAME: L-6REV Nipple (SST) STANDARD DATE 6'2'99 DRAWN SIDE VIEW DAH DETAILS FOR CONTROL CHECKED manufacturers and performance requirements CLOCK, OSCILLATING HEAD, SCALE M. SHAW AND TRIPLE SWING JOINT N.T.S. Lateral Line APPROVED SHEET NO. / Unions CITY OF BAKERSFIELD L-6 O TRIPLE SW/NG JOINT DETAIL CALIFORNIA CITY ENGINEER PUBUC WORKS DEPARTMENT 1 Finished Grade O MAIN L/NE Backfill and compact according to standard ST -16. See Caltrans Specs for surface 1.0' (0.3m) treatment or as directed by the Recreation and Parks Director. O LA TERAL LINE h / 10' (0.3m) v r- Finished Grade Place Maxloom wire \j NOTES.• i o'* Spray Heads 3.0" (75mm) neer the main line j for Bubblers �' All trees shall be stoked with new 2.0" (50Ynm) Dia. 1.5' Min. at the 9 o'lock 1. All risers and nipples shall be Sch. 80 PIS All fittings 1501 TRUXTUN AVENUE shall be &h. 40 PVC. rriish 0 position. 3. All laterals shall be Class 200 PVC or as required on plans Grade / \,� Flex Nipp/e (TIT) 4 When irngat%on heads are instal/ed within embankmen14 ,i Construct mound as required to secure plants stability (ST)) a drain va/ve or check vane is required to prevent erosion. during construction installation. Tee (�T) `�/ % ' F0 large as prescribed by the specified conditions and shall be \ New Concrete approved by the Recreation and Paries Directer prior to turf heads y w ; Adopter 5 Al/ pop up heads ,holt be 1.0' (25mm) from concrete Concrete Thrust and asphalt areas All large radius irrigation heads (part Install Top of Head 0.15' Place barrier parallel along the edge of hard surfoca ss For small (6.5mm) above FG. for Finished areas He/ght of pop up heads shall be as follows: turf heads y 10' 4.(OOmm) for lawn areas Place irrigation control Galvanized Piping & Fittings & bubblers (See Note 6) / 1 - Tablet per 1 Gal. (3.79 L) wires near the main \ 3 - Tablets per 5 Gal. (18.9 L) 6. Where port circle irrigation heads are adjacent to a budding Sch. 80 PVC \ bundled and taped at wall, locate heads 10' (0.3m) from face of building wall to Nipple (TIT) back of irrigation head. 10' (3.An) intervals. \ 0 7. Where triple swing pint is required, see city standard See Standard L-6, \ / Locate wires of the Detail Z \ heads even where not required. 3 0'w position. City Standards, Manufacturer's Recommendation, and Section Recreation and Parks Director. / 8. Any and al/ changes from this standard detail sheet shall NO TES. L All electrical wiring and water lines shall be installed 2.5' (0.76m) deep lo a Schedule 40 PVC conduit when crossing roadways or under any hard surfaces 2. Where the roinbird maxicom irrigation system is specified, the maxrcorn cable must not come into contact with the power supply or valve wiring. Locate the moxi- com cable near the main line of a 9 o'clock pos4lon. 3 if more than one line is installed per trench, protide 0.5' (0.15m) horizontal and vertical separation. 4. All PIS solvent (glue) shall be 1711 (primer is required on main line only). 5. Landscape and krigotion improvements within the dedicated street right-of-way may require an open street permit. Check with city engineering department for requirements 6. Where open street cuts are required to install varies irrigation lines and/or wires, all street patching within the city right-of-way shall be h accordance with city standard ST -12 or as directed by the City Engineer. 7. When there is a change in fitted dkection, all i*tion main lines larger than 2.0' (50mm) in diameter (pressure lines) shall be secured with concrete thrust blocks in accordance with manufactures recommendation and as directed by the Recreation and Parks Director. 8 All irrigation lateral lines shall be class 100 PVC If a lateral tine rs located under a hard surface, Schedule 40 PIS is required. Backfill 9. All idgat%on mainlines 2.0' (50mm) in diameter and less shall be Schedule 40 PIS Irrigation mainlines greater than 2.0' (501nim) in diameter shall be class 200 ring Me PVC Schedule 40 or approved equal by the Recreation and Parks Director. 10. Any and all changes shall be approved by the Recreation and Parks Director prier to implementation. 11. All Irrigation installation shall be in accordance with city standards the latest approved edition of the Uniform Plumbing Code, Manufacturers Recommendations, Section 20 of the Standard Specifications and as directed by the Recreation and Parks Director. 12. All materia/ used shall be new and free from knperfectlons 13. See approved landscape and irrigation plans and legends for specific mode/ number, size, quantity, manufacturer, and performance requirements. FILENAME: L-2REV 1 v See Note F to, (0.3m) for NOTES.• i o'* Spray Heads 3.0" (75mm) 1. Use teflon pipe on all treaded pints III I for Bubblers �' All trees shall be stoked with new 2.0" (50Ynm) Dia. 1.5' Min. LO' (0.3m) above 1. All risers and nipples shall be Sch. 80 PIS All fittings 1501 TRUXTUN AVENUE shall be &h. 40 PVC. rriish 0 6.0' (150mm) 3. All laterals shall be Class 200 PVC or as required on plans Grade / \,� Flex Nipp/e (TIT) 4 When irngat%on heads are instal/ed within embankmen14 ,i Construct mound as required to secure plants stability (ST)) a drain va/ve or check vane is required to prevent erosion. during construction installation. Tee (�T) Check valves and drain valves shat/ be instil/ed at locations Lateral Line S-1 & S-3 as prescribed by the specified conditions and shall be \ New Concrete approved by the Recreation and Paries Directer prior to AO BUBBLERfSHRUB SPRAY HEAD placement and use • ; Adopter 5 Al/ pop up heads ,holt be 1.0' (25mm) from concrete Concrete Thrust and asphalt areas All large radius irrigation heads (part Install Top of Head 0.15' Place barrier parallel along the edge of hard surfoca circle) shall be 4.0' (10011mm) from concrete and asphalt (6.5mm) above FG. for Finished areas He/ght of pop up heads shall be as follows: port circle and 4.0" Grade 10' 4.(OOmm) for lawn areas (100mm) for full circle. Galvanized Piping & Fittings 1.0'(0.,3m) for shrubs (See Note 6) / 1 - Tablet per 1 Gal. (3.79 L) 1.0' (0.3m) for ground cowers \ 3 - Tablets per 5 Gal. (18.9 L) 6. Where port circle irrigation heads are adjacent to a budding Sch. 80 PVC \ PREVENTER (Greater than ZO" wall, locate heads 10' (0.3m) from face of building wall to Nipple (TIT) back of irrigation head. Triple Swing Jdnt \ \ 0 7. Where triple swing pint is required, see city standard See Standard L-6, \ / L-6, Detail Z. Swing pints shill be allowed on all irrigation Detail Z \ heads even where not required. City Standards, Manufacturer's Recommendation, and Section Recreation and Parks Director. / 8. Any and al/ changes from this standard detail sheet shall Loterial Line `r� / by approved by the Recreation and Parks Director. above highest Finished 9. See approved landscape and irrigation plans and legends B LARGE RAD/US HEAD (Bottom Mo ted for specific mode/ numbers size, quantity, manufacturers. and performance requirements Grade Finished Grade- " Sch. 80 PVC b Nipple (TIT) - Triple Swing Joint /\/\ \ �� See Standard L-6, \ Detail Z i �\ Lateral Line - © POP UP SPRA Y HEAD (Side Moun fed) U POP UP SPRAY HEAD Finished Grade (Bottom Mounted) Swing \/ FILENAME: L-IREV DATE6/2/99 L71 (ST) or P/ STANDARD DRAWN D AH Tee (SST) , : CHECI ED \' DETAILS FOR VAROIUSscuE M SHAW IRRIGATION HEADS N.T.S. Barbed E7/ APPR0%W SHEET NO. O SW/NG P/PE CITY OF BAKERSFIELD L_ 7 CALIFORNIA CITY ENGINEER PUBUC WORKS DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA i a L 5' Mme, 1.5' Min (04�5m) ..a •(0.45in• Required on olI Assemblies OCONCRETE AMR SLAB PLAN Concrete Block Wall i �Q 0 N 0 N t I Q STREET MSTALL2NEW 7REEIRRI6A77'0NBU8BLERSY5TEMS PER EACH EXISTING TREE WELL LOCATIONS AS SHOWN :ONNECTNEW TREEIRRI6ATION BUBBLER SYSTEMS TO EXI57IN6IRRZATIONLA7ERAL LINES GENERAL NOTES: J/ 7 1. COUNTY PARKS DEPARTMENT SHALL INSPECT THE EXIS TING IRRIGA TION 8. FINISH GRADE INSIDE PLANTERS SHALL BE 4" SYSTEM AND CONFIRM THAT THE MAINLINE AND ALL LATERAL LINES TO BELOW FINISH GRADE OF ADJACENT CONCRETE SIDEWALK. EACH TREE WELL ARE IN 000D OPERA TION CONDI TION PRIOR TO THE 3/4" CI TYS CONTRACTOR STAR TING IRRIGA TION IMPROVEMENTS. 9. A CITY AND COUNTY PARKS DI VISION SUPER VISOR SHALL BE ON CON TRACTOR,ENGINEER AND COUNTY REPRESENTA TION SHALL WALK THE SITE SITE DURING ALL TREE REMOVAL AND INSTALLA TION OPERA TIONS. TO VERIFY EXISTING IRRIGA TION SYSTEM IS OPERA TIONAL. TREE REMOVAL AND INS TALLA TIONS SHALL NOT START WITHOUT THEIR PRESENTS. 2. CONTRACTOR SHALL REM OVEALL EXISTING TREES AND POO TSYS TEMS PRIOR TO MODIFICAA TION OF EXISTING IRRIGA TION 10 . CONTRACTOR SHALL PROVIDEIN WRITZNGA SCHEDULE TO THEINSPECTOR AND INSTALLA TION OF NEW TREES. 3/4" SPECIFYING THE TIME AND DA TES FOR TREE REMOVAL, SOIL REMOVAL, 3. CONTRACTOR SHALL REMOVE EXISTING SOIL TOA DEPTH OF 5 FEET, SOIL AMENDMENT, IRRIGA TION IMPROVEMENTS AND TREE INS TALLA TIONS OCCURRENCE. THEN BACKFILL WI TH SELECT IMPOR T SOIL AND AMENDMENT 11. INSTALL NEW ADA APPROVED CAST IRON TREE GRA TES AS REQUIRED AND AS DIRECTED BY ENGINEER. - - " WITH TOP OF TREEGRA TES FLUSH WITH ADJACENT CONCRETE.- . 4. ALL PHASES OF SOIL AMENDING, IRRIGA TION SYSTEM IMPROVEMENTS SIDEWALKS AND FINISH GRADE AT BACK OF CURB. AND OPERA TIONS SHALL BE REVIEW AND APPROVED BY CITY AND 3/41' RETROFIT TREE GRA TES ARE NOT APPROVED FOR THIS PROJECT. COUNTY PARKSDIVI50NSUPER VISORS. 12. ALL EXISTING TREE GRA TES REMOVED SHALL REMAIN 5. EXISTING IRRIGA TION SYSTEM PLANS ARE ON FILE WITH CITYPUBLIC WORKS PROPERTY OF KERN COUNTY PARKS DIVISION. DEPARTMENT LOCA TED A T1501 TRUXTUN A VENUE. CONTACT BILL McCL UREA T (661) 326-3087 FOR REVIEW OF EXISTING IRRIGA TION PLANS. CONTACT JOHN WILBANKS A T(661) 868-7020 FOR DELIVERY LOCA TIONS. 3/4 6. CONTRACTOR SHALL CONNECT TO EXISTING IRRIGA TION LA TERALS A T EACH TREE WELL AND INSTALL TWO DEEP ROOT BUBBLERS PER TREE. 7.AFTER THE CONTRACTOR HAS COMPLETED THEINSTALLATION OF THE NEW IRRIGA TION SYSTEM THE IRRIGA TION SHALL BE TESTED AS FOLLOWS: A. REMOVE ALL NEWLY INSTALLED IRRIGA TION HEADS 3/4" AND INSTALL SECURED THREADED END CAPS. B. TURN ON REMOTE CONTROL VAL VE FOR THE THE TREES AND ALLOW THE REMOTE CONTROL VALVE TO STAY OPEN FOR 1 HOUR. C. CITY PARKS, COUNTY PARKS SUPER VISORS AND CITY INSPECTOR WILL WALK THE ENTIRE IRRIGA TION PA TH TO VERIFY THA T THEIR ARE NO LEAKS. 3/4' IF NO LEAKS ARE FOUND, TREEPLANTINGOPERA TIONMAYSTART. D. ANY AND ALL LEAKS SHALL BE REPARED AND RETESTED PRIOR TO TREEPLANTINGS CONTRACTOR. CITY OF BAKERSFIELD, CALIFORNIA CONNECTNEW TREE IRRI6ATIONBUBBLER TO EXI5TIN6IRRI6ATION LATERAL LINES PUBLIC WORKS DEPARTMENT INSTALL 2 NEW TREEIRP16ATION BUBBLER SYSTEMS PER EACH EXISTING TREE WELL LOCATIONS A5 SHOWN SE CORNER - Q 5 T/ TQ UX TUN PARKWAY TREEPLANUN65 File Name: T9K117 Job No.: T9K117 Date: FEB 23 2011 Drawn: D. A. HOGGATT Engineer: D. A. HOGGATT Checked By. T.ABERNATHY, I 0 REGISTERED QROFESS/ON pEAN Ry�l q, �z Z C� � U4L-1 ENGINEER e C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C/VAL BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION 1 / / 371 / / 471 / / County of Kern Parks d Recreation Department Approved Recommend By Lo Ii Director Parks and Recreation Date Planner HT Parks and Recreation Date General Service and Real Property Manger Date NORTH PLAN SCALE �. S 7 4n)," sG HEFT NO IR -11 1 2 3 0 9 2 3 TUBE 0. 188" SQUARE WA Y FINDING INFORMA TION L OCA, TIONS. 9 2 3 4 5 6 TYPICAL WA Y FINDING SIGN lw � MONUMENT ENTRY SIGN ' MEOIAN A 3W m, 0 71i3 o 0 N O O _?" > 1-1 1 35E 4 m � � ti ao I� 5w 6W 0�oFESS ION� 0 O DEAN REGISTERS L ENGINEER C 46803 y� Exp. 6-30-11 y� CITY OF BAKERSFIELD 1 509 TRUXTUN AVENUE qTF cm�- BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIPTION f 471 / / MONUMENT ENTRY SIGN MEDIAN H z 1W t McM UR TREY AQUA TICS 2 W-► LOCAL GOVERNMENTS 3 W t MCM UR TREY AQUA TICS 4 W -► CHESTER AVENUE 5WfFEDERAL COURTHOUSE 6 W -o- MUSEUM OF AR T 7 �C t ICE SPORTS-oARENA/CONVENTION CENTER t ICE SPORTS ► ARTS DISTRICT W OMMUNI TY HOUSE SW KOTEL/RESTURA NTS `t MILL CREEK/CENTRAL PARK -► BUENA VISTA MUSEUM f MILL CREEK /CENTRAL PARK ARENA/ SOUTH MILL CREEK �- VISITORS INFORMATION ARENA/CONVENTION CENTER t VISITORS INFORMA TION t ARENA/CONVENTION CENTERt VISITORS INFORMATION t ARENA/CON NTIO CENTER VE N EN ER CON VENTION CENTER E 1E AMTRAK 2E t FEDERAL COURTHOUSE 3E CARTS DISTRICT 4E MILL CREEK /PARK 5E--o-MILL CREEK/CENTRAL PARK 6E COMMUNITY HOUSE 7E -► MILL CREEK/CENTRAL PARK -► VISI TORS INFORMA TION t MUSEUM OF A R T f POS T OFFICE FEDERAL COURTHOUSE �M USEUM OF A R T -� MILL CREEK/CENTRAL PARK COMMUNITY HOUSE -LIBRARY t MILL CREEK/CENTRAL PARK •- DOWNTOWN ALL SIGNS FABRICA TED BY CONTRACTOR UPON APPROVAL OF TYPE SET PROOF 178 FREEWAY SPECIFIC FINAL LOCA TION AND PLACEMENT OF SIGNS SHALL BE MARK IN FIELD BY ENGINEER ALL ARROWS MUST COMPL Y WITH MUTCD CHAPTER 2D. GUIDE SIGN -CONVENTIONAL ROADS SEE SECTION 2D.08 ARROWS OR c WA Y FINDING . � F CORRECT TYPE. �� _ � _ Lj'_ PLAN SCALE I— 1 00 INFORMA TION L OCA TION PLAN S"- s G �File Name: 79K1 17 Drawn: DON HOGGATT CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT 'Q' STREET STREETSC No.: T9Kl l7 Engineer: BILL McCLURE APE Date: FEB 07 2011 Checked By. lzfs TRUXTUN AVE TO 2477-1 STREET ALL QUANTITY ARE APPROXIMA TE CONTRACTOR SHALL VERIFY ACTUAL QUANTITIES. TREE LEGEND: REGI S TEREB---C,_II L ENGINEER o Q?OFESS /oNl DEAN rTl C 46803 * Exp. 6-30-11 *, CITY OF BAKERSF-IELD C/1501 A BAKERSF-IELD TRUXTUNCAVENUE 93301 F OF CA0' REVISIONS No. DATE I DESCRIPTION 171 // 371 / / 471 / / GENERAL NOTES: 1.ALL TREES SHALL BE LABELED WITH BOTANICAL AND COMMON NAMES UPON DELI VER Y TO PROJECT SI TE. 2. ALL TREES THAT ARE NO T PROPERL Y LABELED SHALL BE REJECTED. FROM PROJECT IMMEDIA TEL Y. 3. TREES THA TARE NOT TRUE TO ITS IDENTIFICA TION SHALL BE REMOVED FROM PROJECT IMM EDIA TEL Y. 4.ALL TREES SHALL BE INSPECTED AND AFPR O VED B Y CI TY PARKS DI VISION UPON DELIVERY TO PROJECT SITE. 5.ANY AND ALL PLANT MA TERIAL DELIVERED TO PROJECT SITE AND IS NOT REVIEWED AND APPROVED BY CI TY PARKS DI VISION SHALL BE REMOVED FROM PROJECT IMM EDIA TEL Y. 6. ALL TREWS SHALL BE PLANTED PER CITY STANDARD DETAILS. 7. 5U95ITUTION OF TREES FROM WHA T IS SHO WN IN LEGEND SHALL BE REVIEWED AND APPROVED BY CI TY PA RKS DI VISION IN WRI TING BEFORE DELIVER TO PROJECT SITE. 8. ALL TREE INS TALLA TIONS WILL BE INSPECTED BY PARKS DIVISION. CONTRACTOR SHALL NOTIFY PARKS 48.14OUR5 IN AD VANCE OF TIME/OA TE TO PLANT TREES. TREE LEGEND File NOM&T 717 Drown: D. A. HOGGATr Q STREET STREETSCAPE SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC' WORKS DEPARTMENT Job Na: 7YK117 Engineer. D. A. HOGGATr Date., FEB 23 2011 Checked By. B. McCLURE TRUX T UN AVENUE TO 24 TH STREET LA -1 11 90TANNICAL NAME COMMON NAME SIZE QUANTITY MINIMUM SYMBOL 5PECIFICA TION 24 "BOX,SINGLE TRUNK CERCI5 OCCIDENTALIS WESTERN RED BUD 24 BOX 8 9' -10' TALL ,3'-4' HEAD 1 CALIBAR Ci3.5 ABOVE 5HT-LA-4(3),5HT-LA-7(5)=8 TOP OF ROOT BALL 514T -LA -5(5) 36 "BOX,5INGLE TRUNK GINKGO BILOBA A UTUMN 60L D11 36 BOX 9 9'- 1,0' �TALL,3'-4'1-IEA D 1112"-2" CALIBAR @3.5 51-1T-LA-3(2),5HT-LA-8(2)=4 ABOVE TOP OF ROOT BALL 24"BOX,5IN6LE TRUNK + GLEDI TSICA TRICANTHOUS SUNBRUST LOCUST �� 24 BOX 8 _ 10 12 TALL, 3-4HEA D 1 11/2 CALIBAR @3.5 5HT-LA-4(4),5HT-LA-8(4) ABOVE TOP OF ROOT BALL 24"BOX,5IN6LE TRUNK KOELRETERIA BIPINNA TA CHINS FLA E TREE V2 �� 24 BOX 16 11 ' -12 TALL,3 `-4' HEAD 1112"-2" CALIBAR EAD 5HT-LA- 5 -LA 4 4 SHT-LA-6(6�KOEBIP, SHT-LA-B(3)KOEBIP,SHT-LA9-(1)KO BIP ABOVE TOP OF ROOT BALL 2411BOX,5IN6LE TRUNK KOELRETERIA PINICULA TA GOLDEN RAINTREE 24" BOX 1 11 ' -12 T4LL,3'-4' HEAD, 1112"-2" CALIBAR @3.5 51T-LA-2(1)KOEPIN A BO VE TOP OF ROO T BALL 2411BOX,5IN6LE TRUNK \ LA6ER5TROEMIA INDICA RUBRA . RED CQAPE M YR TLE 24" BOX 5 '-4' HEAD 11' CALIBAR 111-2" CALIBAR @3.5 RUBRA SHT-LA-6(5)3 RED ABOVE TOP OF ROOT BALL 24"BOX,5IN6LE TRUNK LAGERS TROEMIA INDICA NA TCHEZ WHITE CRAPE M YR TLE 24 BOX 9 11-12 TALL,3-4HEAD 1" -2" CALIBAR -4' H NA TCHEZ 514T -LA -(4) WHITE514T-LA-6(5)WHITE ABOVE TOP OF ROOT BALL 2411BOX,5IN6LE TRUNK o LIQUIDAMBAR STYRACIFLUA AMERICAN SWEET GUM 24" BOX 10 12'- 13' TALL,3'-4' HEAD 11/2 2 CALIBAR X3.5 RO TUNDIFOLIASHT-LA-4(4),SHT-LA-7(6) A BO VE TOP OF ROO T BALL 2411BOX,5IN6LE TRUNK PLANTANUS ACERIFOLIA COLUMBIA LONDON PLANE TREE 24" BOX 5 13' 1TALL,4'-5' HEAD 11/2'-22"CALIBAR @3.5 COLUMBIA 5HT-LA-6 j'S) ABOVE, TOP OF ROOT BALL 36 "BOX,SINGLE TRUNK PIS TA CIA CHINEN5I5'KEI TH DA VEY' CHINESE PIS TACHIO'KEI TH DA VEY' �� 36 BOX Z9 141-15 ' T4LL,3'-4' HEAD 211-2112" CALIBAR @3.5 SHT-LA-2 3 SHT-LA-71 SHT-LA-23 18 ( )� SHT-LA-B 5 SHT-LA-9 2 A BO VE TOP OF ROO T BALL 24 "BOX,SINGLE TRUNK PRUNUS CAROLINIANA CAROLIANA LAUREL 24 BOX 11 15' -16 `1TALL,4'-5' HEAD 211 -21/2 CALIBAR @3.5 \ \ 51-lT-LA-2(5),51-lT-LA-9(6), ABOVE TOP OF ROOT BALL 24"BOX,5IN6LE TRUNK + PYRU5 KA WAKAMII EVERGREEN PEAR 24" BOX 14 12'- 13' TALL - 3'-4'HEAD 1 11 -1 11211CALTBAR @3.5 \ \ 514T -LA -3(6),514T -LA -5(3),514T -LA -7(5) ABOVE TOP OF ROOT BALL 24"BOXfTRUNK + SOPHORA JAPONICA JAPANESE POGODA �� 24 BOX 10 HEASINGLE 12'- 13 �TALL,3 -4 D 1 -11/2 CALIBAR C14EA SHT-LA-3(6),SHT-LA-9(4) ABOVE TOP OF ROOT BALL REGI S TEREB---C,_II L ENGINEER o Q?OFESS /oNl DEAN rTl C 46803 * Exp. 6-30-11 *, CITY OF BAKERSF-IELD C/1501 A BAKERSF-IELD TRUXTUNCAVENUE 93301 F OF CA0' REVISIONS No. DATE I DESCRIPTION 171 // 371 / / 471 / / GENERAL NOTES: 1.ALL TREES SHALL BE LABELED WITH BOTANICAL AND COMMON NAMES UPON DELI VER Y TO PROJECT SI TE. 2. ALL TREES THAT ARE NO T PROPERL Y LABELED SHALL BE REJECTED. FROM PROJECT IMMEDIA TEL Y. 3. TREES THA TARE NOT TRUE TO ITS IDENTIFICA TION SHALL BE REMOVED FROM PROJECT IMM EDIA TEL Y. 4.ALL TREES SHALL BE INSPECTED AND AFPR O VED B Y CI TY PARKS DI VISION UPON DELIVERY TO PROJECT SITE. 5.ANY AND ALL PLANT MA TERIAL DELIVERED TO PROJECT SITE AND IS NOT REVIEWED AND APPROVED BY CI TY PARKS DI VISION SHALL BE REMOVED FROM PROJECT IMM EDIA TEL Y. 6. ALL TREWS SHALL BE PLANTED PER CITY STANDARD DETAILS. 7. 5U95ITUTION OF TREES FROM WHA T IS SHO WN IN LEGEND SHALL BE REVIEWED AND APPROVED BY CI TY PA RKS DI VISION IN WRI TING BEFORE DELIVER TO PROJECT SITE. 8. ALL TREE INS TALLA TIONS WILL BE INSPECTED BY PARKS DIVISION. CONTRACTOR SHALL NOTIFY PARKS 48.14OUR5 IN AD VANCE OF TIME/OA TE TO PLANT TREES. TREE LEGEND File NOM&T 717 Drown: D. A. HOGGATr Q STREET STREETSCAPE SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC' WORKS DEPARTMENT Job Na: 7YK117 Engineer. D. A. HOGGATr Date., FEB 23 2011 Checked By. B. McCLURE TRUX T UN AVENUE TO 24 TH STREET LA -1 11 SYMBOL BOTANICAL NAME COMMONNAME CHINESE FLAME TRER GOLDEN RAINTREE File Name: T9K117 PUBLIC WORKS DEPARTMENT Job No.: T9K117 SIZE QUANT/TY PL NTA SNOTE ON PL NS D. A. HOGGATT KOELRETERIA BIPINNA TA 24"BOX 2 KOELRETERIA PINICULA TA 24"BOX 7 Checked By. T.ABERNATHY PIS TACIA CHINESIS CHINESE PISTACHIO 24 "BOX 4 PRUNUS CAROLINIANA CAROLINANA LAUREL 24"BOX 5 PL NTA q NO TEP ON P NS 'IW mm&hh,.- A WA KOELPE7ERIA BIPINNA TA CHINES LAME TREE 1- 24"96 SINGLE TRUNK "`N� N7;� PIS TA CIA CHINESIS CHINESE PIS TACHIO 3- 24" BOX SINGLE TRUNK KOELRETERIA PINICULA TA GOLDEN RAINTREE 1- 24" BOX SINGLE TRUNK PRUNUS CAROLINIANA CAROLINANA LAUREL 5 - 24" BOX SINGLE TRUNK NORTH PLAN SCALE I // z 10' IS KOELRETERIA BIPINNA TA CHINESE FLAME TREE 1- 24" BOX SINGLE TRUNK BLOCK A PARKWAY, MEDIAN TREEPLANUN65 QRpFESS/0"v F� pEAN Q r � W n e REGISTERED V/L ENGINEER C 46803 yF 'Exp. 6-30-11 CITY OF BAKERSFIELD s� �P 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 REVISIONS No. DATE DESCRIPTION / NORTH PLAN SCALE 7" _ I t KEY MAP tu " L I L F_ ___1 F_ __1 F_ �F 'Q' STREET STREETSCAPE TRUXTUN AVE TO 24TH STREET �C2 0..-( I 0 1 HEFT NO. LA -2 2 3 File Name: T9K117 PUBLIC WORKS DEPARTMENT Job No.: T9K117 CITY OF BAKERSFIELD, CALIFORNIA Drawn: D. A. HOGGATT Engineer: D. A. HOGGATT Date: FEB 07 2011 Checked By. T.ABERNATHY QRpFESS/0"v F� pEAN Q r � W n e REGISTERED V/L ENGINEER C 46803 yF 'Exp. 6-30-11 CITY OF BAKERSFIELD s� �P 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 REVISIONS No. DATE DESCRIPTION / NORTH PLAN SCALE 7" _ I t KEY MAP tu " L I L F_ ___1 F_ __1 F_ �F 'Q' STREET STREETSCAPE TRUXTUN AVE TO 24TH STREET �C2 0..-( I 0 1 HEFT NO. LA -2 2 3 ON CRY OF BAKERSFIELD, CALIFORNIA Q?\OFESS /0/9 DEAN REGISTERED C VIL NGINEEER C 46803 * Exp. 6-30-11 y� CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF 0/V�\- o�� BAKERSFIELD, CA 93301 OF CA -\F REVISIONS No. DA TE I DESCRIP TION FMADL KGO BILOBA EANHAIR TREE 2 - 36 BOX SINGLE TRUNK -- � -_ Ilk lk o, c� NORTH PLAN S� _ ti o SOPHORA JAPONICA BL OCK B PA RK WA Y, JAPANESE P0600A MEDIAN TREEPLANUN65 KEY MAP 6 - 24 BOX SINGLE TRUNK I Lu uil I L I L III ] F- F- r f (rOr ,. 5. :_4 File Name: ]'9K717 Drown: D. A. HOGGAT7' 'p' STREET STREETSCAPE SHEET NO. PUBLIC WORKS DEPARTMENT Job No.: 79K717 Engineer: D. A. HOGGATT Date: FEB 07 2011 Checked By LABERNATHY w.. TRUXTUN AVE TO 24TH STREET LA -3 BOTANICAL NAME COMMONNAME SIZE QUANTITY REMARKS PLANT AS NOTED ON PLANS GINKGO BILOBA MAIDENHAIR TREE 36" Box 2 PYRUS KA WAKAMII EVERGREEN PEAR 24" BOX 6 SOPHORA JAPONICA JAPANESE POGODA 24" BOX 6 PLANT AS NOTED ON PLANS CRY OF BAKERSFIELD, CALIFORNIA Q?\OFESS /0/9 DEAN REGISTERED C VIL NGINEEER C 46803 * Exp. 6-30-11 y� CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF 0/V�\- o�� BAKERSFIELD, CA 93301 OF CA -\F REVISIONS No. DA TE I DESCRIP TION FMADL KGO BILOBA EANHAIR TREE 2 - 36 BOX SINGLE TRUNK -- � -_ Ilk lk o, c� NORTH PLAN S� _ ti o SOPHORA JAPONICA BL OCK B PA RK WA Y, JAPANESE P0600A MEDIAN TREEPLANUN65 KEY MAP 6 - 24 BOX SINGLE TRUNK I Lu uil I L I L III ] F- F- r f (rOr ,. 5. :_4 File Name: ]'9K717 Drown: D. A. HOGGAT7' 'p' STREET STREETSCAPE SHEET NO. PUBLIC WORKS DEPARTMENT Job No.: 79K717 Engineer: D. A. HOGGATT Date: FEB 07 2011 Checked By LABERNATHY w.. TRUXTUN AVE TO 24TH STREET LA -3 4 00ESS/ONq w ��O DEAN R �. ,mak, �,o � '�a, Cl) �2 y REG/ST RED QV/ ENGINEER �. C 46803rn yF Exp. 6-30-11 CITY OF BAKERSFIELD q CI V I \- 1501 TRUXTUN A VENUE TF o� BAKERSFIELD, CA 93301 OF CAS\F REVISIONS No. DATE DESCR/P TION UT 2 / / 4 / / 4T� W 141 NORTH „ _ �. PLAN SCALE I 70 � a of KOELRETERIA BIPINNA TA CHINESE FLAME TREE �O CERCIS OCCIDENTALIS 4 - 24" BOX SINGLE TRUNK WESTERN RED BUD 3- 24" BOX SINGLE TRUNK a 0 J ZAr Q LI UID AMBAR S TPA CIFL UA R TUNDIFOLIA 6L EDI TSICA TRICANTHOU AOCKCPARKWAY Q AMERICAN SWEET GUM SUNBRUST LOCUST MEDIAN TREEPLAN7TN65 KEY MAP f_ a 4- 24" BOX SINGLE TRUNK 4- 24" BOX SINGLE TRUNKIII, ul--ZIP L I LW r _1 I_ o o I— S l� STREE aFile Name: T9K117 Ora wn: D . A. HOGGA TT 'Q' STREET STREETSCAPE SHEET NO• :z CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9Kll7 Engineer- D. A. HOGGATT Date: FEB 07 2011 Checked By T.ABERNATHY TRUXTUN AVE TO 24TH STREET LA -4 0 1 2 3 BOTAN/CAL NAME COMMONNAME SIZE QUANT/TY REMARKS CERCIS OCCIDENTALIS WESTERN RED BUD 24" BOX 3 PLANT AS NOTED ON PLANS � GLEDITSICA TRICANTHOUS SUNBRUST LOCUST 24"BOX 4 KOELRETERIA BIPINNA TA CHINESE FLAMR TREE 24"BOX 4 ° LIQUIDAMBAR STRACIFLUA ROTUNDIFOLIA AMERICAN SWEET GUM 24"BOX 4 PLANT AS NOTED ON PLANS w w 0,oFESS/av DEAN REGISTEf,'ED CML_ GINEER C 46803 0 * Exp. 6-30-11 CITY OF BAKERSFIELD "z- 1501 1501 TRUXTUN AVENUE l>' cm BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION 1 / / ON I L Lu Q Q STREET ' File Name: 7YK117 Drown: D HOGGATT 'O' STREET STREETSCAPET CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TW 117 Engineer.• D HOGGA TT HEE No. Date: FEB 07 2011 Checked By. Taylor Abernathy m TRUXTUN AVE TO 24TH STREET LA _5 0 1 2 3 SYMBOL BOTANICAL NAME COMMONNAME SIZE QUANTITY REMARKS GINKGO BILOBA MADIEANHAIR TREE 36" BOX 5 PLANT AS NOTED ON PLANS LAGERS TROEMIA INDICA NA TCHEZ WHITE CRAPE M YR TLE 24"BOX 4 PYRU5 KA WAKAMII EVERGREEN PEAR 24"BOX 3 PLANT AS NOTED ON PLANS 0,oFESS/av DEAN REGISTEf,'ED CML_ GINEER C 46803 0 * Exp. 6-30-11 CITY OF BAKERSFIELD "z- 1501 1501 TRUXTUN AVENUE l>' cm BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION 1 / / ON I L Lu Q Q STREET ' File Name: 7YK117 Drown: D HOGGATT 'O' STREET STREETSCAPET CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TW 117 Engineer.• D HOGGA TT HEE No. Date: FEB 07 2011 Checked By. Taylor Abernathy m TRUXTUN AVE TO 24TH STREET LA _5 0 1 2 3 I 114 SYMBOL BOTANICAL NAME COMMONNAME SIZE QUANTITY REMARKS KOELRETERIA BIPINNA TA CHINESE FLAME TREE 24" BOX 6 PLANT AS NOTED ON PLANS �77-) PLA TA NUS RACEM OSA LONDON- PLANE TREE 24" BOX 5 LAGERS TROEMIA INDICA NA TCHEZ W14I TE CRAPE M YR TLE 24"BOX 5 PLANT AS NOTED ON PL NS LAGERSTROEMIA INDICA HIYE KOELRETERIA BIPINNA TA CRAPE MYR TLE CHINESE FLAME TREE 5 - 24"BOX SINGLE TRUNK 6- 24" BOX SINGLE TRUNK PLA TA AM Lg A Ca MC TA LONDON PLANE TREE 5 - 24" BOX SINGLE TRUNK L CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 9LOCKEPARKWAY, KEY MAP MEDIAN TREE PLAN 7TGS IL QL I ILI L-- o L --AIL— O O F- IF �MEET I I .� File Name: T9Kll7 Drawn: D. A. HOGGATT 707 STREET STREETSCAPE SHEET NO. Job No.: T9K 117 En gin eer. D. A. HOGGA TT Date: FEB 07 2011 Checked By TABERNATH 4 TRUXTUN AVE TO 24TH STREET LA -6 0 1 2 3 QROFESS/ON q p E A N ndsa REGISTERED Q L ENGINEER C 46803 * Exp.6-30-11 CITY OF BAKERSFIELD s, 1501 TRUXTUN AVENUE Cl V o- OF BAKERSFIELD, CA 93301 CA0 REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 4 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 9LOCKEPARKWAY, KEY MAP MEDIAN TREE PLAN 7TGS IL QL I ILI L-- o L --AIL— O O F- IF �MEET I I .� File Name: T9Kll7 Drawn: D. A. HOGGATT 707 STREET STREETSCAPE SHEET NO. Job No.: T9K 117 En gin eer. D. A. HOGGA TT Date: FEB 07 2011 Checked By TABERNATH 4 TRUXTUN AVE TO 24TH STREET LA -6 0 1 2 3 QRpF ESS lOiyq DEAN REGISTERED C/Vl ENGINEER � C 46803 x * Exp. 6-30-11 CITY OF BAKEERSF/ELD s� BAKER 1501 RF/ELD N CAV 93301 qTF OFA CA-\F��� REVISIONS No. DATE DESCRIP TION 1 / / 2 / / 3 // - 4 • LIQUIDAMBAR S TRACIFL UA RO TUNDIFOLIA FEVER S KA WAKAMII AMERICAN SWEET GUM CERCIS OCCIDENTALIS GREEN PEAR 6 - 24" BOX SINGLE TRUNK WESTERN RED BUD 5 - 24" BOX SINGLE TRUNK 5 - 24" BOX SINGLE TRUNK 90 0I IL co N STRE T J ILI c N Q) N PIS TACIA CHI NORTH N CHINESE PISTACHIO PLAN SCALE I " =10' CV 1- 24" BOX SINGLE TRUNK a IL NL CE m o \ c 0 J i I a W A OCK F PARK WA Y, v KE Y MA P MEDIAN TREEPLAN7TN65 a n F— —� F— F W z � oFile Name: r9K117 Drawn: D. A. HOGGATT '07 STREET STREETSCAPE SHEET NO CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: D. A. HOGGATT Date: FEB 07 2011 Checked By T.ABERNATHY a TRUXTUN AVE TO 24TH STREET LA -7 0 1 2 3 YMBOL BOTANICAL NAME COMMONNAME SIZE QUANTITY REMARKS CERCIS OCCIDENTALIS WESTERN RED BUD 24"BOX 5 PLANT AS NOTED ON PLANS o LIQUIDAMBAR STRACIFLUA ROTUNDIFOLIA : AMERICAN SWEET GUM 24"BOX 6 PISTACIA CHINESIS CHINESE PISTACHIO 24" BOX 7 PLANT AS NOTED ON PLANS PYRUS KA WAKAMII EVERGREEN PEAR 24"BOX 5 QRpFESS/0N� �F. pEAN R BOTANICAL NAME COMMONNAME SIZE QUANT/TY REMARKS REGISTERED Cl Vl ENGINEER c 46803 � GINKGO BIL ORA AUTUM GOLD 36" BOX 2 * Exp. 6-30-11 GLEDITSIA TRICANTHOS VAR INERMIS SUNBRUST 24" BOX 4 PLANTAS NOTED ON PLANS ELD 1501 T RUXTUNRA VI ENUE OF KOELRETERIA BIPINNA TA CHINESE FLAMR TREE 24" BOX 3 BAKERSFIELD, CA 9330 CAL\F� REVISIONS PIS TACIA CHINESIS CHINESE PISTACHIO 24" BOX 5 PLANTAS NOTED ON PLANS No. DA TE DESCRIPTION 2 / / 4 / / KOELRETERIA BIPINNA TA GINKGO BIL OBA GL EDI TSIA TRICAN THOS VAR INERMIS CHINESE FLAME TREE AUTUM GOLD SUNBRUST 3 - 24" BOX SINGLE TRUNK 2 - 36" BOX SINGLE TRUNK 4 - 24" BOX SINGLE TRUNK —77 PISTACIA CHINESIS J CHINESE PISTACHIO 5- 24" BOX SINGLE TRUNK -- - - 0 0 0 0 0 a � o N � t� NORTH PLAN SCALE I " =10 a Cn m Q 0 c 0 Ar � a I W W C SLOCK6PARKWAYI KEY MAP MEDIAN TREE PLANTINGS C I a wl ail —LL -]L_ —�L z L -L- o Q FREE o W QFile J CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Name: T9K117 Drawn: D. A. HOGGATT Engineer. D. A. HOGGATT 'Q' STREET STREETSCAPE 514EET NO; Job No.. T9K117 Date: FEB 07 2011 Checked BY T.ABERNATH rick TRUXTUN AVE TO 24TH STREET LA -8 0 1 T � 2 3 a !lk �AV NORTH n Ns / � _ � PLAN SCALE File Name: T9K117 Drawn: D. A. HOGGATT CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: D. A. HOGGATT Date: FEB 07 2011 Checked By. T.ABERNATH KEY MAP QROFESS/0/v OF -AN �,� <! C_�rl w r c REGISTERED Cl LE GINE ER cr- C 46803 � Exp. 6-30-11 Cl TY OF BAKERSFIELD 1501 TRUXTUN AVENUE V�� BAKERSFIELD, CA 93301 OF CAL REVISIONS No. DA TE DESCRIP TION 7i 1 / / 471 BLOCKHPARKWAY/ MEDIAN TREEPLAN7TN65 r L I L I L I F_ � r —I F_ � � � (— � �TR E__E__ r 'Q' STREET STREETSCAPE TRUXTUN AVE TO 24TH STREET SHEET NO LA— 9 0 1 2 3 BOTANICAL NAME COMMONNAME SIZE QUANT/TY REMARKS SOPHORA JAPONICA JAPANESE POGODA 24" BOX 4 PLANT AS NOTED ON PLANS KOELRETERIA BIPINNA TA CHINESE FLAMR TREE 24" BOX I PIS TACIA CHINENSIS CHINESE PISTACHIO 24" BOX 2 PLANT AS NOTED ON PLANS PRUNUS CAROLINIANA CAROLINANA LAUREL 24" BOX 6 !lk �AV NORTH n Ns / � _ � PLAN SCALE File Name: T9K117 Drawn: D. A. HOGGATT CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: D. A. HOGGATT Date: FEB 07 2011 Checked By. T.ABERNATH KEY MAP QROFESS/0/v OF -AN �,� <! C_�rl w r c REGISTERED Cl LE GINE ER cr- C 46803 � Exp. 6-30-11 Cl TY OF BAKERSFIELD 1501 TRUXTUN AVENUE V�� BAKERSFIELD, CA 93301 OF CAL REVISIONS No. DA TE DESCRIP TION 7i 1 / / 471 BLOCKHPARKWAY/ MEDIAN TREEPLAN7TN65 r L I L I L I F_ � r —I F_ � � � (— � �TR E__E__ r 'Q' STREET STREETSCAPE TRUXTUN AVE TO 24TH STREET SHEET NO LA— 9 0 1 2 3 GROUND COVER/SHRUBS LEGEND: SYMBOL BOTANICAL NAME COMMON NAME NUMBER PLANTS SIZ PLANT/NG NOTE L 0 CA TION ABELIAX6RANDIFLORA - KALEIDOSCOPEABELIA 32 5 6A 2•5'Tx3'W,3'OC MEDIANF A6APANTHUS X MONMID MIDKNI614T BLUE LILY OF THE NILE 69 5 GAL MEDIAN A, E AND H AJUGA REP TANS BRONZE BEAUTY BRONZE BEAUTY CARPET BUGLE 1,685 PLANTS 26 FLATS OF 64 PLANTS MEDIAN f ARMERIA MARITIMA BLOODSTONE BLOODSTONE THRIFT 160 16AL COR PLANTERS 18th BERBERIS THUNBERGI CRISMON PYGMY CRISMON PYGMY DWARF JAPANESE BARBERRY 8 5 GAL MEDIAN F BERBERIS THUNBER6II MONLERS 60L DEN NUGGET D WA RFT JAPANESE BA RBERA Y 56 1 GAL COR PLAN TER519th BERBERIS THUNBER6I MONIERS GOLDEN NUGGET DWARF JAPANESE BARBERRY 18 5 GAL MEDIAN F CALAMAGROSTIS FOLSOSUSH MENDOCINO REED GRASS 118 16AL MEDIAN A AND H DIETES X NOLA ALBA KATRINA AFRICAN IRIS 56 5 GAL MEDIAN A,D, H DIETES BICOLOR FOR TNI TE LILY 24 16AL COR PLANTERS 21st HEMEROCALLIS X BONANZA BONANZA DWARF DAYLILY 48 5 GAL RANDOM MIX IN FIELD MEDIAN C HEMEROCALLIS X RED RUM ED: RUM DAyLILY ;, . 34 5 GAL MEDIAN 6 HEMEROCALLIS X STRAWBERRY TRAWBERRY CAN DAYLILY 18 5 GAL RANDOM MIX IN FIELD MEDIANG HEMEROCALCIS X STRA WBERRY 5 TRA WBERRY CANDY DAYLILY 48 1 GAL COR PLANTERS 19th HEMEROCALLIS X MONOLD STAR WBURST DOUBLE GOLD EVER6REEN DAYL LY 64 16AL COR PLANTERS 21st HYPERICUM CALCIUM SAINT JOHN BREAD 141 16AL MEDIAN D � LANTANA X NEW GOLD NEW GOLD LANTANA. 12" TALL xls° wroF 48 5 GAL COR PLANTER517th LANTANA CAMARA MONOL VOLD RUSH BUSH LANTANA z' TALL X 6' WIDE 17 5 GAL MEDIAN G LANTANA CAMARA ROBPANTRAZ RAINBOW COMPACT LANTANA 60 5 GAL 12" TALL X IB" WIDE MEDIAN B LIBERITA PERE6RINAN5 ORANGE LIBERITA 72 5 GAL t.5' TALL X 1.5' WIDE MED A, C AND H MAHONIA AQUIFOLIUM COMPACTA COMPACT OREGON GRAPE HOLLY 30 5 GAL 2.5' TALL X 4' WIDE MEDIAN C 7 MYRTUS COMMUNIS COMPACTA DWARFMYRTLE 24 5 GAL 2.5' TALL X 2.5' WIDE MEDIAN 6 � NANDINA DOMESTICA HARBOUR 14ARBOUR DWARF HEA l/ENLY BAMBOO 75 16AL MEDIAN A AND H OPHIOPOGON JAPONICUS NANUS O WARF MONDO GRASS 72 16AL MEDIAN A/H OPHIOP060N JAPONICUS NANUS D WARF MONDO GRASS 256 16AL COR PLANTERS 19th PAPA VER NUDICAULE CHAMPAGNE BUBBLES CHAMPAGNE BUBBLES ICELAND POPPY 56 16AL COR PLANTERS 17th RHA PHIOLEPIS INDICA CONOR ELEANOR TABER INDIAN HAWTHORN 16 5 GAL MEDIAN C RHA PHIOLEPIS INDICA MONTO INDIAN PRINCESS INDIAN HAWTHORN 8 5 GAL MEDIAN B ROSEMARINUS OFFICINAILIS LOCKWOOD DEFOREST PROSTRATE ROSEMAR 10 12 16AL MEDIAN F TRACHELOSPERMUM JASMINODIES CONFERTA STAR JASMINE 37 16AL MEDIAN E {� VER ONIA AUSTRIACA CRATER LAKE BLUE SPEEDWELL 128 MEDIAN B ALL QUANTITY AREAL PROXIMATE CONTRACTOR SHALL VE IFY ACTUA QUAPJTT7TES. o Q�pF ESS p EAN REG/STEREO- l VI L EN GI NEEROf C 46803 * Exp. 6-30-07 CITY OF BAKERSFIELD�. C/vl\- 1501 TRUXTUN A�VE� 3n� F OF CA�\F BAKERSEIELD REVISIONS No. DA TE DESCRIP TION 1 / / 2 / � 371 / / Job No.: MY 17 Drawn: D. A. Hoccarr Q STREET STREETSCAPE PHASE l SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Fide Nome: Engineer. D. A. HOGGArr Date: FEe 07 20 20» Checked By :r. ABERNArH TRUXTUN AVENUE TO 24 TH STREET LA -10 �m 0 N CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: T9K117 Drawn: D. A. HOGGA TT Job No.: T9K117 Engineer. -D. A. HOGGA TT Date: FEB 07 20011 Checked By T.ABERNATHY, QRpFESS/pN pEAN REGIw Q �' m T RED l IL ENGINEER Q -1C 46803 yt Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF CIVIL p�� BAKERSFIELD, CA 93301 OF CAO REV/SIONS No. DA TE DESCRIP TION . 271 / / 371 / / 471 / / TYPICAL ALL PLANTERS," Finish grade inside plan ters 3 " belo w top of planter. Place 2" layer red walk on bark I" below top of planter. KEY MAP L. Q_LTREET JL ._ L J�1 F I F I- IL -7 F- I F25. INTERSECTION 17th STREET/ q STREET CORNER PL A N TER 51 6, 'O' STREET STREETSCAPE TRUXTUN AVE TO 24TH STREET sHEErnro. LA -11 Y CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: T9K117 Job No.: T9K117 Date: FEB 07 2011 Drawn: D. A. HOGGATT Engineer: D. A. HOGGATT Checked By.- T.ABERNATHY, QRpF ESS I0/v O pEAN R �\ i REGISTERED VlENGINEER � Q C 46803 � Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIV l\- BAKERSFIELD, CA 93301 �F CAi-�F REVISIONS No. DA TE DESCRIP TION 1 / / 4 / / TYPICAL ALL PLANTERS. Finishgradeinsi e pdlantens 3 " below top 0 plan f ter. Place 211 layer red walk on bark I /' below top o plan f ter. KEY MAP I=moLuuj _ Lu _�I �i I Jj?L L A f0 STREET L J�L 11L _OJ r f 11 r � '' F - � ��-� � INTERSECTION 18th STREE T/Q STREET CORNER PLANTER 9,10,11 AND 12 LANDSCAPE 'O' STREET STREETSCAPE TRUXTUN AVE TO 24TH STREET sHEErNo. LA -12 0 1 2 3 w cor Q street at 79 th'street nw cor Q street at 79 th street HEMERO LI X STRAWBERRY BERBERI T NBER6II MONLERS PP#9577 STRAWB Y ANDYDAYLILY GOLDEN U TOWARFJAPANESEBARBERRY 12-S GAL .5 O.C. 14-5 GAL 1' .C. 0 OPHIOP06ON JAPONICUS NANUS DWARFMONDO GRASS 64-16AL @.5'0.C. BERBERIS THUNBER6II MONLERS PP#9577 60L DEN NUGGET D WARF JAPANESE BARBERRY 14-5 6AL 6@1'0. C. NORTH PLA SAL"5' 13 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT HEMEROCALLIS,X51RAWREPPY STPA WBERRYCA DA OPHIOP06ON JAPONICUS NANUS D WARFMONDO GRASS m 64r16AL @. 5'O.C. A." 14 File Name: T9K117 Job No.: T9K117 Date: FEB 07 2010 Drawn: D. A. HOGGA TT Engineer: D. A. HOGGA TT Checked By T.ABERNATHYe �. _ QROFESS/0 N q ID E • 3� ,,� Q � REGISTERED Cl ENGINEER WmC 46803 Exp. 6-30-1 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C1 vl ��� BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / TYPICAL ALL PLANTERS: Finish grade inside planters 3"below top of planter, Place 211 layer red walk on bark 1" below top of planter. KEY MAP Lu W I LQ I F k I c 114 S R fir INTERSECTION 19th STREE T/q STREET CORNER PLANTER 13,14,15 AND 16 LANDSCAPE 'Q' STREET STREETSCAPE TRUXTUN AVE TO 24TH STREET 'HEET N0. LA -13 0 1 2 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: T9K117 Job No.: T9K 117 Date: FEB 07 2011 Dra wn: 0. A. HOGGA TT Engineer. -D. A. HOGGATT Checked By T.ABERNATHY jKk QROFESS/ON pEAN < W Q GIS TER ENGINEER LuC 46803 * Exp. 6=30-11 _ CITY OF BAKERSFIELD ON 1501 TRUXTUN A VENUEqT CI VIL BAKERSFIELD, CA 9,3301 F CF CAl REVISIONS No. DA TE I DESCR/P TION 271 / / 371 / / 1 4 TYPICAL ALL PLANTERS;, Finish grade inside planters 311 below tap of planter Place 211 layer red walk on bark 1"below top of planter. KEY MAP uj W � W W tu W JL 17� 1118 ST F— :� I �— -:,I I F F- I 2�1� ��� L-= 4 CORNER PL INTERSEC770NL-ANDS-C-A-PE 21st5TQEET1Q5T')QEET TER 'O' STREET STREETSCAPE TRUXTUN AVE TO 24TH STREET SHEETNO. LA -14 t t QRpFESS/ONS pEAN C-0 REGISTERED ClV ENG/NEER C 46803 * Exp. 6-130-11 CITY OF BAKERSFIELD s� 1501 TRUXTUN AVENUE qTF Cl ��� BAKERSFIELD, CA 93301 �F CA��F REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / 4 / / LIBER TTA PEREPINANS ORANGE LIBER TTA 17 - 5gal @ 1.5'oc DIE TES GRANDIFLORA FOR TNI TEELILY \ 14- 5 GAL C� 1.5' OC AGAPANTHUS ELLAMAE ROYAL BL UE AGAPAN THUS 11-5901 @1.5'OC 9 NANDINA DOMES TICA HARBOUR DWARF HARBOUR D WARE HEA V/ENL Y BAMBOO 31-1 GAL @1.5' oc OPHIOP06ON JAPONICUS NANUS o 0 0 0 0 0 D WARF MOND0 GRASS 46 -1 al @ 1.5' oc g _ O O Q 0 0 0 0 V TX 'W@L5'X a N NORTH PLAN SCALE I " =5' Q m J i a W 0 BLOCK A. MEDIAN SHRUB PLAN7TN6 P ALN KEY MAP W W W W W W IZ - - I Icl� Q L— J L� L TREE O O W i F- c) File Name: T9Kll7 Drawn: D. A. HOGGATT , , SHEET NO, CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9Kll7 Engineer: D. A. HOGGATT O STREET STREETSCAPE Date: FEB 07 2011 Checked By. T.ABERNAT wt.. TRUXTUN AVE TO 24TH STREET LA -15 0 1 2 3 SYMBOL BOTANICAL NAME COMMONNAME SIZE QUANT/TY REMARKS AGAPANTHUS ELLAMAE ROYAL BLUE AGAPANTHUS 5 GAL �7 DIETES GRANDIFLORA FOR TNI TE LIL Y 5 GAL 74 PL NTA NOTE ON PLANS LIBER TI PEREGRINANS ORANGE LIBER TIA 5 GAL 77 NANDINA DOMESTICA HARBOUR DWARF HARBOUR DWARF HEA VENLY BAMBOO � GAL 37 OPHIOPOGON JAPONICUS NANUS D WARE MONDO GRASS � GAL 46 PLANT AS NOTED ON PLANS ON O O N 0 1 2 3 W SYMBOL BOTANICAL NAME COMMONNAME SIZE QUANTITY REMARKS REVISIONS PLANT AS NOTED ON PLANS DA TE HEMEROCALIS STELLA YELLOW LIBERITA PERE6RINANS BONANZA D WARF DA YLIL Y ORA N6E LIBERI TA 5 GAL 5 GAL 48 24 2 / / MAHONIA AQUIFOLIUM COMPACTA COMPACT ORE60N GRAPE HOLLY 5 GAL 22 PL NTA NOTE ON PL NS ZEN RHA PHIOLEPIS INDICA CONOR ELEANOR TABER INDIAN HAWTHORN 1 GAL 16 CITY OF BAKERSFIELD, CALIFORNIA RHAPHIOCEPIS INDICA CONOR ELEANOR TA BER INDIAN HAWTHORN 8-8 GAG G 2.5' O.C. � HEMEROCACIS X BONANZA BONANZA OWARFDAYLILY 24-5GAC @ 3'0, C. , COMPACrORE6oN GRAPE 22- GAL @ 2,5' OC M --7f i rnrnTrA DCnC/_'DrAldAlC ROLL Y v W Ic. %. •-... ....�. NORTH PLAN SCALE I BLOCK C, MEDIAN SHRUB PLANTING PLAN KEY MAP 1 1. W W W W W Lu Q STREE L _I 0 0 I F F- '02 s d.— 4� - I� File Name: T9K117 Drawn: D HOGGATT'O' STREET STREETSCAPE SHEAT NO PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer. - RALPH BRABOY LA _17 Date: FEB 07 2011 Checked By. T.ABERNATHY TRUXTUN AVE TO 24TH STREET 0 1 2 3 QRpF ESS / 0/v DEAN REGISTERED ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD J�q Cl 1501 TRUXTUN AVENUE TF OF CA1-�F�� BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 2 / / 3 / / 4 / / v W Ic. %. •-... ....�. NORTH PLAN SCALE I BLOCK C, MEDIAN SHRUB PLANTING PLAN KEY MAP 1 1. W W W W W Lu Q STREE L _I 0 0 I F F- '02 s d.— 4� - I� File Name: T9K117 Drawn: D HOGGATT'O' STREET STREETSCAPE SHEAT NO PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer. - RALPH BRABOY LA _17 Date: FEB 07 2011 Checked By. T.ABERNATHY TRUXTUN AVE TO 24TH STREET 0 1 2 3 Z i W CITY OF BA KERSFIEL D, CA L IFORNIA PUBLIC WORKS DEPARTMENT File Name: T9Kll7 Job No.: T9Kll7 Date: FEB 07 2011 DIETES X NOLA ALBA KA TRINA AFRICAN IRIS 30 -5 GAL @ 1.5' ON CENTER AS SHOWN HYPERICUM, CALCIUM Drawn: D. A. HOGGATT Engineer: D. A. HOGGATT Checked By.T.ABERNATHY, BLOCK D, MEDIAN SHRUB PLANTING PLAN QRpF E S S l ONq F� pEAN REGISTERED / V/ N GI NEER C 46803 * Exp.6-30-11 P CITY OF BAKERSFIELD !'",q�, cm 1501 TRUXTUN AVENUE F pF CA��F BAKERSFIELD, CA 93301 REVISIONS A , _ I n n TC I DESCRI P TION PLAN SCALE KEY MAP iLuce _ - -_ TR L I L IL ~ 'Q' STREET STREETSCAPE TRUXTUN AVE TO 24TH STREET BEET N0. LA -18 �C:"�: SYMBOL BOTANICAL NAME COMMONNAME SIZE QUANTITY REMARKS ABELIA X GRANDIFLORA KALEIDOSCOPE KALEIDOSCOPE ABELIA BRONZE BEAUTY CARPET BUGLE 5 GAL 32 AJUGA REP TANS BRONZE BEAUTY 5 GAL 5 GAL BERBERIS THUNBERGII CRISMON PYGM Y CRISMON PY6M Y D WARF JAPANESE BARBERRY 5 GAL 1, 685 PLANTS QO.5EMA QINUS OFFICINALIS LOCKWOOL)DE FOREST PROSTRA TE ROSEMARY 5 GAL 12 QRpFESS/0N� pEAN Rq�� < REGISTERED C ENGINEER W C 46803 70 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF CIVIC- BAKERSFIELD, CA 93,307 OF CA0 REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT OCK F MEDIAN SHRUB PLANTING PLAN KEY MAP Izu, Z L- J 'Q L I L J o L �1 Z TREE M L— O O F F .� File Name: T9K117 Drawn: D. A. HOGGATT 'Q' STREET STREETSCAPE S/ �EEl-N� Job No.: T9K 117 En gin eer. D. A. HOGGA TT Date: FEB 07 2011 Checked By. T.ABERNATHY " TRUXTUN AVE TO 24TH STREET L14-20 0 1 2 1 3 0 N SYMBOL BOTANICAL NAME COMMONNAME SIZE QUANTITY REMARKS HEMEROCALI5 X RED RUM RED RUM DA YLIL Y 5 GAL 34 PLANT AS NOTED ON PLANS LANTANA CAMARA MONOL GOLD RU514 BU514 LANTANA 5 GAL 17 ' M YR TU5 COMM UNI5 COMPACTA D WARF M YR TLE 5 6AL 24 PLANT AS NOTED ON PLANS L L LANTANA CAMARAMONOL ^ /1/ A A / / / / ^ / / / / / i • QROFEss/pN� DEAN R �. REG/S T RED Cl V/L NG/NEER C, 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD "z- 7501 7501 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 9,3,301 OF CA�-\F REVISIONS No. DA TE I DESCRIP TION 2-71 / / 471 / / 1 M YR TUS COMMUNIS COMPACTA /4%k 1 A I w f% I00* A A 1 i n" -I r CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: T9K117 Job No.: T9K117 Date: FEB 07 2011 Drawn: D. A. HOGGA TT Engineer. -D. A. HOGGATT Checked By. T. ABERNA TH r/C/VICKV(./7LL10 it KCU KV/VI RED RUM DA YL IL Y 34- 5 GAL G@ 1. 5' ON CENTER BLOCKG MEDIAN 6 SHRUB PLANTING PLAN NORTH PLAN SCALE I " 50 KEY MAP Lu Zt Itu tu I LAl"�J��TREE�� �J 'O' STREET STREETSCAPE TRUXTUN AVE TO 24TH STREET 6.s. E5-6 SHEET NO. LA -21 0 1 2 3 SYMBOL BOTANICAL NAME COMMONNAME SIZE QUANTITY REMARKS PLANT AS NOTED ON PLANS � AGANPANTHUS X MONMILD MID KNIGHT BLUELILYOF THE NIL E 5 GAC 72 DIETES ORANGE DROP IRIDIODES KA7RINA AFRICAN IRIS 5 GAL 12 LIBERITA PEREGRINANS ORANGELIBERITA 5 GAL 27 � OPHIOPOGON JAPONICUS MONDO 6RA55 5 GAC 75 � NANDINA DOME5I7C4 HARBOUR DWARF HARBOUR OWARf HEA VENGY BAMBOO 5 GAL 44 PLANT AS NOTED ON PLANS 0 1 2 3 E N 0 N z v Cr) 512 �Z 00 JQ PIS TACIA CHINEN5I5'KEITH DA VEY' CHINESE PISTACHE 'KEITH DA VEY' 18 - 36 BOX SINGLE TRUNK TREES A VAILLABLE FROM BELMONT NURSERY, FRESNO, CA. Q STREET GENERAL NOTES. Parks dr Recreation Department - Approved Recommend By 1. COUNTY PARKS DEPARTMENT SHALL INSPECT THE EXISTING IRRIGA TION 8. FINISH GRADEIN5IOEPLANTER5 SHALL BE 4" SYSTEM AND CONFIRM THA T THE MAIN LINE AND ALL LA TERAL LINES TO BELOW FINISH GRADE OF ADJACENT CONCRETE SIDEWALK. EACH TREE WELL ARE IN 000D OPERA TION CONDI TION PRIOR TO THE Director Parks and Recreation CITY5 CONTRACTOR STARTING IRRIGA TIONIMPROVEMENTS. 9. A CITYAND COUNTYPARKS DIVISION SUPERVISOR SHALL BE ON CONTRACTOR,ENGINEER AND COUNTY REPRE5ENTA TION SHALL WALK THE SITE SITE DURING ALL TREE REMOVAL AND IN5TALLA TION OPERA TIONS. TO VERIFY EXISTING IRRIGATION SYSTEM 15 OPERATIONAL. TREE REMOVAL AND INSTALLATIONS SHALL NOT START WITHOUT THEIR PRESENTS, Z. CONTRACTOR SHALL REMOVE ALL EXISTING TREES ANO ROOT SYSTEMS PRIOR TO MODIFICAA TION OF EXISTING IRRIGA TION 10. CONTRACTOR SHALL PROVIDE IN WRITING A SCHEDULE TO THE INSPECTOR AND INSTALLATION OF NEW TREES. SPECIFYING THE TIME AND DATES FOR TREE REMO VAL, SOIL REMOVAL, 3. CONTRACTOR SHALL REMOVE EXISTING SOIL TO A DEPTH OF 5 FEET,, SOIL AMENDMENT, IRRIGA TION IMPROVEMENTS AND TREEINSTALLA TIONS OCCUR. THEN BACKFILL WITH 5ELECTIMPOR T50IL AND AMENDMENT 11. INSTALL NEW ADA APPROVED CA5TIRON TREE GRA TES AS REQUIRED AND AS DIRECTED BY ENGINEER. WITH TOP OF TREE GRA TESFLU5H WITH AW A CENTCONCRETE.. 4. ALL PHASES OF SOIL AMENDING, IRRIGA TION SYSTEM IMPROVEMENTS SIDEWALKS AND FINISH GRADE AT BACK OF CURB., AND OPERA TTONS SHALL BE REVIEW AND APPROVED BY CITY AND RETRO FIT TREE GRA TES ARE NOT APPROVED FOR THI5 PROJECT. COUNTY PARK5 DIVI50N 5UPER VI50R5. 12. ALL EXISTING TREE GRA TES REMOVED SHALL REMAIN 5. EXI57TN6 IRRIGA TION SYSTEM PLANS ARE ON FILE WITH CITY PUBLIC WORK5 pROPER TY OF KERN COUNTY PARKS DIVISION. DEPA R TMENT LOCA TED A T 1501 TRUXTUN A VENUE. CONTACT BILL McCL URE A T CONTACT JOHN WILBANK5 A T(661) 868-7020 FOR DELI VERY LOCA TIONS. (661) 326-3087 FOR REVIEW OF EXISTING IRRIGA TION PLANS. 6. CONTRACTOR SHALL CONNECT TO EXISTING IRRIGA TION LA TERAL5 A T EACH TREE WELL AND INSTALL TWO DEEP ROOT BUBBLERS PER TREE. 7. AFTER THE CONTRACTOR HAS COMPLETED THE IN5TALLA TION OF THE NEW IRRIGA TION SYSTEM THE IRRIGA TION SHALL BE TESTED A5 FOLLOWS: A. REMOVE ALL NEWLYIN5TALLED IRRI6A77ONHEA05 AND INSTALL SECURED THREADED END CAP5. S. TURN ON REMOTE CONTROL VAL VE FOR THE THE TREES AND ALLOW THE REMOTE CONTROL VALVE TO STAY OPEN FOR 1 HOUR. C. CITY PARK5, COUNTY PARK5 SUPER VISORS AND CITY INSPECTOR WILL WALK THE ENTIRE IRRIGA TION PATH TO VERIFY THAT THEIR ARE NO LEAKS. IF NO LEAKS ARE FOUND, TREE PLANTING OPERA TION MAY STAR T. 0. ANY AND ALL LEAK5 SHALL BE REPARED AND RETESTED PRIOR TO TREE PLANTINGS CONTRACTOR. SECORNER - QST/TRUXTUN PARKWAY TREEPLAN7TN65 im QROF ESS / O/V AN REGIS RED CI VI ENGINEER C 46803 Exp. 6-30-11 CITY OF BAKERSFIELD X �P 1501 TRUXTUN AVENUE qTF �F F ��� o�c' BAKERSFIELD, CA 93301 CA0 REVISIONS � No. DA TE DESCRIPTION `�o.1 ( / / 4471 / / County of kern Parks dr Recreation Department - Approved Recommend By Director Parks and Recreation Date Planner ±I�' Parks and Recreation Date General Service and Real Property Manger Date NORTH PLAN SCALE . aG..........._....._..._.._. _...._........ ti _... --......_...._._.__...._:_..:::::::::,... r, _._........_.__._......_� ._.........._........... .......�.......... ..._................... �....... .. .. 2..._ it !i l___ Q J �_ TREE"; I -- - - ILI File Name: T9K117 Drawn: D. A. HOGGATT 'O' STREET STREETSCAPE SHEET NO CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: D. A. HOGGATT Date: FEB 23 2011 Checked By. TABERNATHYy0A& TRUXTUN AVE TO 24TH STREET LA -Z3 0 1 2 3 11 i I I M SCALE HOR/Z 1 "=20' PARK/NG LOT CITY OF BA KERSFIEL D, CALIFORNIA 0 It I 1' PLAN PUBLIC WORKS DEPARTMENT File Name: T9KI17 Job No.: T9K117 Da te: 2/7/11 Drawn: DP Engineer: BM Checked By. r-6[ 6 0 Q 1 LO 00 — LO S ?" CONDUIT < (~ W -' W M4 2 W = W 1 1 JW LLJ U � I -- Q I CONSTRUCT/ON NOTES: Flj INSTALL CONDUIT PER PLAN & SCHEDULE. F2 INSTALL PULLBOX 115 PER PLAN & SCHEDULE. 0 INSTALL PULLBOX,6 WITH EXTENSION. SEE PLAN & SCH DULE. ® INSTALL SERVICE METER & CABINET ON PEDESTAL. Ffl REMOVE & REPLACE GUAROPOST. © INSTALL 2x3' H2O PULLBOX FOR FIBER OPTIC CABLE. 7� INSTALL (1) 2" SDR -11 CONDUIT AND (1) 1.25' DR -II CONDUIT FOR FIBER OPTIC CABLE. ® INSTALL GUAROPOST PER DETAIL 4IC45. NOTE. - SEE COMMON & JOINT TRENCH DETAILS 5 & 1 C45 ES LEGEND: oRoFESS /ONq DECORATIVE LAMPOST DEAN ILLUMINA TED BOLLARD 'S Q=�. �c m RE�DC`I�NGINEER SERVICE METER REGIS C 46803 PULLBOX * Exp. 6-30-11 I TRAFFIC SIGNAL TYPE 1-A CITY OF BAKERSFIELD s� �� A VENUE qTF CIVIL SEE TRAFFIC SIGNAL PLANS 1501 TRUXTUN OF CA�\F TRAFFIC SIGNAL WITH MAST ARM BAKERSFIELD, CA 93301 SEE TRAFFIC SIGNAL PLANS REVISIONS No. DA TE DESCRIPTION 1 � � 2 � � 3 � � 6 0 Q 1 LO 00 — LO S ?" CONDUIT < (~ W -' W M4 2 W = W 1 1 JW LLJ U � I -- Q I CONSTRUCT/ON NOTES: Flj INSTALL CONDUIT PER PLAN & SCHEDULE. F2 INSTALL PULLBOX 115 PER PLAN & SCHEDULE. 0 INSTALL PULLBOX,6 WITH EXTENSION. SEE PLAN & SCH DULE. ® INSTALL SERVICE METER & CABINET ON PEDESTAL. Ffl REMOVE & REPLACE GUAROPOST. © INSTALL 2x3' H2O PULLBOX FOR FIBER OPTIC CABLE. 7� INSTALL (1) 2" SDR -11 CONDUIT AND (1) 1.25' DR -II CONDUIT FOR FIBER OPTIC CABLE. ® INSTALL GUAROPOST PER DETAIL 4IC45. NOTE. - SEE COMMON & JOINT TRENCH DETAILS 5 & 1 C45 ES LEGEND: 0" DECORATIVE LAMPOST Oi ILLUMINA TED BOLLARD O SERVICE METER C3 PULLBOX I TRAFFIC SIGNAL TYPE 1-A SEE TRAFFIC SIGNAL PLANS TRAFFIC SIGNAL WITH MAST ARM SEE TRAFFIC SIGNAL PLANS ELECTRICAL PLAN �•�� S� STREETSCAPE IMPROVEMENTS - 'D' STREET SHEET N0. TRUXTLIN AVE TO 24TH STREET E2 OF 14 i EXISTING OFFICE BUILDING (801 18TH STREET) LO 1-- 00 <o0 '�SEAN Ry�� <<" L A� � • �� REGISTERED � Quo c � ENGINEER � C 46803 70 N * Exp. 6-30-11 W ~W 1 � � W �W _ W W Jw 1 U N � I cr _ 0 1 L I vl w 0 v a� W a SCALE Q) HORIZ l-20 I W v 0 0 z z O CITY OF BAKERSFIELD, CALIFORNIA J 10 LO 1 + O N 1 Fes— W W W = J" CONDUIT 1 Z U) J LLJ _ (W U H Q 1 5. PLAN 471 CONSTRUCT/ON NOTES: 0 INSTALL CONDUIT PER PLAN & SCHEDULE. 02 INSTALL PULLBOX 15 PER PLAN & SCHEDULE. 0 INSTALL PULLBOX�S WITH EXTENSION. SEE PLAN & SCHEDULE. ® INSTALL SER l4CE METER & CABINET ON PEDESTAL. ❑5 REMOVE & REPLACE GUARDPOST. © INSTALL 2 xJ' H2O PULLBOX FOR FIBER OPTIC CABLE. ❑7 INSTALL �Q 2" SDR—ll CONDUIT AND (1) 1.25 SSDR—Il CONDUIT FOR FIBER OPTIC CABLE. ® INSTALL GUAROPOST PER DETAIL 4/C45. NOTE SEE COMMON & JOINT TRENCH DETAILS 5 & 1 C45 E8 LEGEND: QRoFESS /0N DECORA TI VE LAMPOST <o0 '�SEAN Ry�� <<" BOLLARD A� � • �� REGISTERED � Quo c � ENGINEER � C 46803 70 PULLBOX * Exp. 6-30-11 CITY OF BAKERSFIELD J'j �P 1501 TRUXTUN AVENUE CIVIL qTF OF BAKERSFIELD, CA 93301 CA1-\F TRAFF/C SIGNAL WITH MAST ARM REVISIONS No. DA TE DESCRIPTION 1 i � 2 � i 3 � � 471 CONSTRUCT/ON NOTES: 0 INSTALL CONDUIT PER PLAN & SCHEDULE. 02 INSTALL PULLBOX 15 PER PLAN & SCHEDULE. 0 INSTALL PULLBOX�S WITH EXTENSION. SEE PLAN & SCHEDULE. ® INSTALL SER l4CE METER & CABINET ON PEDESTAL. ❑5 REMOVE & REPLACE GUARDPOST. © INSTALL 2 xJ' H2O PULLBOX FOR FIBER OPTIC CABLE. ❑7 INSTALL �Q 2" SDR—ll CONDUIT AND (1) 1.25 SSDR—Il CONDUIT FOR FIBER OPTIC CABLE. ® INSTALL GUAROPOST PER DETAIL 4/C45. NOTE SEE COMMON & JOINT TRENCH DETAILS 5 & 1 C45 E8 LEGEND: M" DECORA TI VE LAMPOST OILLUMINATED BOLLARD O SER BICE METER C3 PULLBOX TRAFFIC SIGNAL TYPE 1—A SEE TRAFFIC SIGNAL PLANS TRAFF/C SIGNAL WITH MAST ARM SEE TRAFFIC SIGNAL PLANS ELECTRICAL PLAN File Name: T9K117 Drawn: DP STREETSCAPE IMPROVEMENTS - 'Q' STREET PUBLIC WORKS DEPARTMENT Job No.: T9Kll7 Engineer: BM Date: 2/7/11 Checked By. opol TRUXTUN AVE TO 24TH STREET SHEET NO. E3 OF 14 0 O 1 LO O N � W <W Q) (n w 1= zuj w� rD U-) J W 1 cr) U Q) ~Q N M 1 o L 0 0 U v W z SCALE HORIZ l--20' w Q) CITY OF BAKERSFIELD, CALIFORNIA PLAN PUBLIC WORKS DEPARTMENT File Name: T9Kll7 Drawn: DP Job No.: T9K117 Engineer: BM Date: 217111 Checked By Jew EXISTING BUILDING (800 20 TH S 2 I Q 1 10 00 w N SD 1 W Iw w w= --� W Ld UV) _ Q 1 � (7201 QROFESS/ON DEAN Rq�` F2 REGIST D Cl NGINEERC 46803 rn rn * Exp. 6-30-11 CITY OF BAKERSFIELD 7501 TRUXTUN AVENUE 9TF CIVIC- BAKERSFIELD, CA 93301 CAL\F REVISIONS No. DA TE DESCRIPTION 1 � � 2 � � 3 � � ii CONSTRUCT/ON NOTES: ❑1 INSTALL CONDUIT PER PLAN & SCHEDULE. F2 INSTALL PULLBOX 15 PER PLAN & SCHEDULE. ❑3 INSTALL PULLBOX ��6 WITH EXTENSION. SEE PLAN & SCHEDULE. ® INSTALL SERVICE METER & CABINET ON PEDESTAL. Q REMOVE & REPLACE GUAROPOST. © INSTALL 2x3' H2O PULLBOX FOR FIBER OPTIC CABLE. E7 INSTALL j1) 2" SDR -II CONDUIT AND (1) 1.25' SDR -II CONDUIT FOR FIBER OPTIC CABLE. ® INSTALL GUARDPOST PER DETAIL 41C45. NOTE. SEE COMMON & JOINT TRENCH DETAILS C45 & E8 LEGEND: Mr DECORA TIVE LAMPOST OILLUMINATED BOLLARD O SERVICE METER C3 PULLBOX TRAFFIC SIGNAL TYPE 1-A SEE TRAFFIC SIGNAL PLANS TRAFFIC SIGNAL WITH MAST ARM I o 0 � W 2 W o � N 0 U v W z SCALE HORIZ l--20' w Q) CITY OF BAKERSFIELD, CALIFORNIA PLAN PUBLIC WORKS DEPARTMENT File Name: T9Kll7 Drawn: DP Job No.: T9K117 Engineer: BM Date: 217111 Checked By Jew EXISTING BUILDING (800 20 TH S 2 I Q 1 10 00 w N SD 1 W Iw w w= --� W Ld UV) _ Q 1 � (7201 QROFESS/ON DEAN Rq�` F2 REGIST D Cl NGINEERC 46803 rn rn * Exp. 6-30-11 CITY OF BAKERSFIELD 7501 TRUXTUN AVENUE 9TF CIVIC- BAKERSFIELD, CA 93301 CAL\F REVISIONS No. DA TE DESCRIPTION 1 � � 2 � � 3 � � ii CONSTRUCT/ON NOTES: ❑1 INSTALL CONDUIT PER PLAN & SCHEDULE. F2 INSTALL PULLBOX 15 PER PLAN & SCHEDULE. ❑3 INSTALL PULLBOX ��6 WITH EXTENSION. SEE PLAN & SCHEDULE. ® INSTALL SERVICE METER & CABINET ON PEDESTAL. Q REMOVE & REPLACE GUAROPOST. © INSTALL 2x3' H2O PULLBOX FOR FIBER OPTIC CABLE. E7 INSTALL j1) 2" SDR -II CONDUIT AND (1) 1.25' SDR -II CONDUIT FOR FIBER OPTIC CABLE. ® INSTALL GUARDPOST PER DETAIL 41C45. NOTE. SEE COMMON & JOINT TRENCH DETAILS C45 & E8 LEGEND: Mr DECORA TIVE LAMPOST OILLUMINATED BOLLARD O SERVICE METER C3 PULLBOX TRAFFIC SIGNAL TYPE 1-A SEE TRAFFIC SIGNAL PLANS TRAFFIC SIGNAL WITH MAST ARM SEE TRAFFIC SIGNAL PLANS ELECTRICAL PLAN STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 24TH STREET SHEET NO. E4 OF 14 2 3 N 0 W 0 0 N 0) 0 N O O v� W 0 Q) a.� W W 0 Z W Q ti a c� z z 0 O J f B carr r- -r A 11 CIC 0 __ 00 � L N Fa- W 1 3" CONDUI T J" CONDUIT W 1= W ED 1El 2 FU- E 1 I M SCALE HORIZ l-20' 20TH STREET) I Q \ EXISA EXISTING BUILDA N o ; o BUILDING (801 21S o ZW �� Q�`' NQ (2024 Q STREET) J � J NO W NU Nm' c� ! Nm I ! A SEE DETAIL Es FOR TEL. CONDUIT LAYOUT FOR IRRIGATION It 0 FO L i C Q � LQ WQ ca cl� Lo o ;m J ZO �Qo� AT&T #R731 I PLAN 2 112" ELEC, CONDUIT--- It ONDUIT--- 2 112" IRRIGA 110N CONDUIT 2" IRRIGA TION CONTROL WIRE CONDUIT RAINBIRD IRRIGA TION CONTROL CLOCK ESP 40 SI IF SAT WITH CSA 52 W1 113 GR & PTJ22 IN VI T STRONGBOX S9-16SS- 2" CCNOU(T---i��22' CONDUITS EXISTING BUILDING (2101 Q STREET) EXISTING BUILDING I I (211J Q STREET) I T T S IRRIGA 710N CONTROL WIRE IN CHRISTY SPLICE BOX 16B J" ELECTRICAL CONDUIT —, T + PULLBOX RAINBIRD MASTER VALVE T 200-PEB WITH SOLENOID W w w i IN CHRISTY VALVE BOX 16B 1 " ELECTRICAL CONDUITS ELEC. & PHONE PULLBOX RAINBIRD FLOW SENSOR FS -200P IN CHRISTY VALVE BOX 163 DECORATIVE LAMPOST 2 112" RING TIGHT PVC IRRIGA TION SUPPL Y LINE SEE SHEET IR -6 RAISED MEDIAN —/ FABCO 860 BACKFLOW PREVENTER IN VT 57RONGBOX SBBC-45SS ,,4" ELECTRICAL CONDUIT ,,--2" TEL. CONDUIT 2.0" CONDUIT 10 0 rn N IHW W i I W W = Lv LLJU — E; � Q I QRpFESS/ON k� -DEAN q� i Q c REGISTERED CZY ENW m GINEER Cy- C 46803 m * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF CIVIL o�� BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIPTION 471 / / Q INSTALL CONDUIT PER PLAN & SCHEDULE. ❑2 INSTALL PULLBOX 15 PER PLAN & SCHEDULE. 0 INSTALL PULLBOX�6 WITH EXTENSION. SEE PLAN & SCHE"DULE. ® INSTALL SERVICE METER & CABINET ON PEDESTAL. Q REMOVE & REPLACE GUAROPOST. © INSTALL 2x3' H2O PULLBOX FOR FIBER OPTIC CABLE. [71 INSTALL f1) 2" SDR -11 CONDUIT AND (1) 1.25 SDR -11 CONDUIT FOR FIBER OPTIC CABLE. ® INSTALL GUARDPOST PER DETAIL 41C45. NOTE - SEE COMMON & JOINT TRENCH DETAILS 5 & 1 C45 E8 LEGEND: 0" DECORATIVE LAMPOST OILLUMINATED BOLLARD O SERVICE METER C3 PULLBOX TRAFFIC SIGNAL TYPE 1-A SEE TRAFFIC SIGNAL PLANS TRAFFIC SIGNAL WITH MAST ARM SEE TRAFFIC SIGNAL PLANS A TELEPHONE CONDUIT DETAIL rBIRRIGATION CONTROL DETAIL E5 SCALE- 1 "=10' o" E5 SEE SHEET /14-6 SCALE.- l --5'-O" ELECTRICAL PLAN � File Name: T9K117 Drawn: DP STREETSCAPE /MPROVEMENTS - 'O' STREET SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked By IV TRUXTUN AVE TO 24TH STREET E5 OF 14 . 0 1 2 3 rm FA O P19W 01 '1�_IT „U 1.5" CONDUIT P20W m 1 P19 J DECORATIVE LAMPOST 2 BOLLARD O I z I J J TRAFFIC SIGNAL TYPE 1-A J I O -- I O �, 2 N m EXIS77NG Z I Q o z �2 Q Q BUILD/NG I I N o (2119 Q STREET)W rz Q ±W o W N 1 DIRT LOT "' o » I 2 I O P19W 01 '1�_IT „U 1.5" CONDUIT P20W m 1 P19 0" DECORATIVE LAMPOST 2 BOLLARD O I C3 11 '1 cl:: TRAFFIC SIGNAL TYPE 1-A I� O I O SEE TRAFFIC SIGNAL PLANS 2 PARKING og EXIS77NG I�,g Q I I H �- SCALE HOR/Z l-20' IIS � fL------ I I J Q 2 I I 1 ± PARKING N�a NL3I I Z" 1.5" CONDUIT T '� T .H. S S 2.0" CONDUIT W.V. W ...._--------------------------- € /Ttl U I------� P20E 1.5" CONDUIT I I 1 2 I I II II EXIS77NG i i E8 i EXISTING I j BUILD/NG I I I (BUI6 DING .I 2122 0 ST ( ) I I ON + 1.5" CONDUIT � 1 Q J Z 0 P21 W T S Q STREET P21 € \ € m ------------i 1.5" CONDUIT 0 0 � I Ln ~ � I J J i Q I EXIS77NG BUILDING Q) a 1 (2229 Q STREET) I �W I oLo I 1 L------------ 1 L0 --- j S 1 F__ W V)_-__ ----------------- F— M15 1.5" CONDUIT z (_ M14 2.0" C NDUIT 1 2 1 —j W _ 0" DECORATIVE LAMPOST E BOLLARD O SERVICE METER C3 PULLBOX TRAFFIC SIGNAL TYPE 1-A SEE TRAFFIC SIGNAL PLANS TRAFFIC SIGNAL WITH MAST ARM SEE TRAFFIC SIGNAL PLANS 2 PARKING ` Q EXIS77NG 1 Q BUILD/NG (2204 Q ST) I N Q rz Q ±W 1 NW PLAN 1 2 (%j E .. Q 1 � El 1.5' CONDUIT 1 1 I PAVED PARKING L 0 T QRpFESS /ON DEAN Ry�� REGIS ERED Cl Vl ENGINEER C 46803 Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93301 OF CA0 REVISIONS No. DA TE DESCRIP TION 2 � � SA3 � � ii CONSTRUCT/ON NOTES: ❑1 INSTALL CONDUIT PER PLAN & SCHEDULE. ❑2 INSTALL PULLBOX 115 PER PLAN & SCHEDULE. Q INSTALL PULLBOX f6� WITH EXTENSION. SEE PLAN & SCHEDULE. ® INSTALL SERVICE METER & CABINET ON PEDESTAL. ❑5 REMOVE & REPLACE GUARDPOST. © INSTALL 2x3' H2O PULLBOX FOR FIBER OPTIC CABLE. Q7 INSTALL f1) 2" SDR-lI CONDUIT AND (1) 1.25 SSDR-II CONDUIT FOR FIBER OPTIC CABLE. ® INSTALL GUAROPOST PER DETAIL 4/C45. NOTE - SEE COMMON & JOINT TRENCH DETAILS C45 & E8 LEGEND: 0" DECORATIVE LAMPOST OILLUMINATED BOLLARD O SERVICE METER C3 PULLBOX TRAFFIC SIGNAL TYPE 1-A SEE TRAFFIC SIGNAL PLANS TRAFFIC SIGNAL WITH MAST ARM SEE TRAFFIC SIGNAL PLANS ELECTRICAL PLAN File Name: T9K117 Drawn: DP STREETSCAPE IMPROVEMENTS - 'O' STREET CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM SHEET NO. Date: 2/7/11 Checked By.• ,0;0,f TRUXTUN AVE TO 24TH STREET E6 OF 14 QRpF ESS /04q DEAN REGI S TE ED C1 V GI NEER Of C 46803 y� Exp. 6-30-11 CITY OF BAKERSFIELD C 1501 TRUXTUN AVENUE qTF IVl\' BAKERSFIELD, CA 93301 OF CA1-�F REVISIONS No. DA TE DESCRIPTION 4T CONSTRUCT/ON NOTES: ,l�� Q INSTALL CONDUIT PER PLAN & SCHEDULE. 0 INSTALL PULLBOX 115 PER PLAN & SCHEDULE. o I j I o I o r Q INSTALL PULLBOX J�6 WITH EXTENSION. SEE PLAN & SCHEDULE. � � ;Q z� !� � °� �, I I I I I I I I I rn �, �' !/// ®INSTALL SERV/CE METER &CAB/NET ON PEDESTAL. i Q I I III �, I I n■ I I o I EXISTING RESIDENCE A ❑5 BUILDING REMOVE &REPLACE GUARDPOST I �I Q INSTALL 2x3' H2O PULLBOX FOR FIBER OPTIC CABLE. �� I �W I (2315QSTREET) (2317QSTREET) I �W � I � ^W o I 1 "' o ( I a 1 L------� o — — — — + 7>I I " 2 I 7❑ INSTALL ,(1) 2" SDR -11 CONDUIT AND �' ��� — -,. — - 1.5 - CONDUIT _ - (1) 1.25 SDR-# CONDUI T FOR FIBER OP T/C CABLE. — — _ — — — — — — , I I , i �,— - — i ® INSTALL GUARDPOST PER DETAIL 4/C45. Lr) 1 ____.. P22W I� 2 1.5" CONDUIT P23W 2 P24W �-. ' Z + T T tm.H. N M CO S S S Q W 1.5" CONDUIT M Z ~ �F/-� �--� 1 I 1.5" CONDUIT + � ��/ I NOTE.• Ld W — — — — --F — + PO * W 37 .63 SEE COMMON & JOINT TRENCH DETAILS 5 & 1 w-----------------M17I- a JW 1 I 5 M16 1 2 3 �Q N V C45 1 Q STREET 2 S z _ � w o N Q EE E E — ----- O �/ �` �� r 71 O � 1.5" CONDUIT /r-� ------- 1.5" CONDUIT — � 1 ------------------ P24E 6 1 I 7 I I I 1 I 2 I cn i o I EXIS77NG I E8 o I EXISTING I I EX/STING I I Z I I o I o 3 I� I i I BUILD/NG I I BUILDING I I BUILDING I ,� o W I Q I I II I I (2300 Q STREET) I( PARK/NG Q I (2304 Q STREET) I I (2314 Q STREET) I c Q I j I I yr ^W ImZ I Q LEGEND: Zs I II N o W I I W I W ^ I rn L I 0" DECORA 77VE LAMPOST In OILLUMINATED BOLLARD W O SERVICE METER PLAN SCALE a PULLBOX W HOR/Z l-20' o TRAFFIC SIGNAL TYPE 1-A SEE TRAFF/C SIGNAL PLANS TRAFFIC SIGNAL WITH MAST ARM QSEE TRAFFIC SIGNAL PLANS 0 0 z ELECTRICAL PLAN . File Name: T9K117 Drawn: DP SHEET N0. CITY OF BA KERSFIEL D. CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K 117 Engineer: BM STREETSCAPE IMPROVEMENTS - 'O' STREET Date: 2/7/11 Checked By ,�_ TRUXTUN AVE TO 2477-1 STREET E7 of 14 7 --T 0 1 2 3 20 NOTES: 2. CONDUIT FROM ADJACENT PULL BOXES TO FIXTURES SHALL BE 1" PVC AND CONDUCTORS SHALL BE #12 THWN. 0 r MEDIAN NORTHH STREET LIGHT ELECT WIRE & CONDUIT SCHEDULE #12 MEDIAN STREET LOCATION: WES IDE OF Q STREET PULL BOX NO. MONUMENT PULL BOX NO. KIOSK STREET LIGHTS BOLLARDS RUN CONDUIT P1 W 2#8 "R#& `, 2#8 150' 1.5" P2W 2#2/0 *201 2#8 90' 1.5" P3W 2#2/0:2#8 #2 P14W g 2#8 160' 1.5" P4W I_ NSTREET ORTH 2#8 90' 1.5„ P5W 2#2/0: 2#1 /0: 2#8 °L 2#8 140' 1.5" P6W+r�e'+2 2#2/0: 2#1 /0: 2#1 /0 #4 P17W (� 2#6 120' 1.5" P7W 2#2/0: 2#1 /0: 2#1 /0: 2#8 80' 2#6 100' 1.5" P8W 2#2/0: 2#1 /0: 2#1 /0: 2#2 270' 2#6 140' 1.5" P9W 2#2/0: 2#1 /0: 2#1 /0: 2#2: 2#8 20' 2#6 120' 1.5" P10W *o 2#4 0- 2, 2#4 100' 2.0" P11 W "4291" 0' 2#4 140' 2.0" P12W "4 40' 2#4 120' 2.0„ P13W 00@-� 60' 2#4 1 90' 2.0„ P14W *2#4o 270' 2#4 110' 2.0" P15W 2#1:2#2:2#8 Tt 6 2#4 80' 2.5" PP 2#1:2#2 270' 2.0" 0p 2#2 P15Wr42 2#1:2#8 80' G 2#6 80' 2.5" P16W 2#1 + 2 2#6 20' 1.5" P17W 2#8-_- +4 Q 2#6 140' 1.5" P18W 20A -2P 42.#4 2#8 100' 1.5" Pi 9W 2#6 2#8 120' 1.5" P 20 W M9 2#6 2#8 140' 1.5" P21 W 2#6 2#8 90' 1.5" P22W MONUMENT #1 / *�- l 2#8 260' 1.5" P23W 2#8 2#8 90' 1.5" P24W 2#8 2#8 230' 1.5" NOTES: 2. CONDUIT FROM ADJACENT PULL BOXES TO FIXTURES SHALL BE 1" PVC AND CONDUCTORS SHALL BE #12 THWN. 0 r MEDIAN NORTHH STREET LIGHT ML2 ML1 #12 MEDIAN STREET SOUTH LIGHT #2 M11 PULL BOX NO. MONUMENT STREET LIGHTS TREES RUN CONDUIT M1 20A -2P 2OA-2P 2#8 #1 M9 1.5" STREETLIGHT SOUTH EAST L3 L1 2#2/0 SOUTH LIGHT'WST / #2 P15E 20A -2P 2OA-2P 2#2/0:2#8 #2 P14W 2.0" STREETLIGHT NORTH EAST L4 L2 I_ NSTREET ORTH LIGHT / WEST #6 P17E 2#1 2#8 2#2/0: 2#1 /0: 2#8 80' 2.5" M6 20A -2P 20A -2P 2#2/0: 2#1 /0: 2#1 /0 #4 P17W 2.5" NOTES: 1. STREET LIGHTS, MONUMENTS AND BOLLARDS ON CONTACTOR TO RUN DUSK TO DAWN. 2. TREE OUTLETS ON SEPARATE CONTACTOR WITH ON/OFF CONTROL AND TIME CLOCK CONTROL. 3. KIOSKS TO OPERATE 24 HRS. PER DAY. 4. CONNECT STREET NAME SIGNS TO BOLLARD CIRCUITS. 5. ONE #8 GROUND WIRE SHALL BE RUN CONTINUOUSLY FROM THE POWER PEDESTAL TO THE LAST PULL BOX. PG&E 208/120Y 30 280A NOTES: +149M Ti lE POWER flE1366TALT8-7p4E�-6A&1=PI 1- 1 BODE. 2. CONDUIT FROM ADJACENT PULL BOXES TO FIXTURES SHALL BE 1" PVC AND CONDUCTORS SHALL BE #12 THWN. ETE FOR 20 AMP CIRCUITS_ USE THF Ml I nwlNrZ rani wnwrr r•nKinl lf"moe. UNGROUNDED CIRCUIT CONDUCTORS ELECTRICAL WIRE & CONDUIT SCHEDULE #12 #12 LOCATION: MEDIAN ISLANDS OF Q STREET #10 #6 THROUGH #2 PULL BOX NO. MONUMENT STREET LIGHTS TREES RUN CONDUIT M1 2#1 x260' 2#8 30' 1.5" M2 2#1 2#8 2#2/0 270' 2.0" M3 2#1 2#8 2#2/0:2#8 80' 2.0" M4 2#1 2#8 2#2/0: 2#1 /0 270' 2.5" M5 2#1 2#8 2#2/0: 2#1 /0: 2#8 80' 2.5" M6 2#1 2#8 2#2/0: 2#1 /0: 2#1 /0 270' 1 2.5" M7 2#1 2#6 2#2/0: 2#1 /0: 2#1 /0: 2#8 80' 3.0" M8 2#1 2#6 2#2/0: 2#1 /0: 2#1 /0: 2#2 270' 3.0" M9 2#1 2#6 2#2/0: 2#1 /0: 2#1 /0: 2#2: 2#8 20' 3.0" M10 2#1 2#6 2#2/0: 2#1 /0: 2#1 /0: 2#2: 2#8 40' 4.0" PP K4 2#4 KIOSK #4 0' #8 M10 2#2 2#6 2#1:2#2:2#2:2#8 40' 4.0" M11 2#2 2#6 2#1:2#2:2#2:2#8 60' 2.5" M12 2#2 2#6 2#1:2#2:2#2 270' 2.0" M13 2#2 2#8 2#1:2#2:2#8 80' 2.0" M14 2#2 2#8 2#1:2#2 270' 2.0" M15 2#2 2#8 2#1:2#8 80' 2.0" M16 2#2 2#8 2#1 270' 1.5" M17, 2#2 2#8 2#8-_- 70' 1.5' P24E P 20A -2P f� #4 P15E IRRIGATION CLOCK B4 NOTES: +149M Ti lE POWER flE1366TALT8-7p4E�-6A&1=PI 1- 1 BODE. 2. CONDUIT FROM ADJACENT PULL BOXES TO FIXTURES SHALL BE 1" PVC AND CONDUCTORS SHALL BE #12 THWN. ETE FOR 20 AMP CIRCUITS_ USE THF Ml I nwlNrZ rani wnwrr r•nKinl lf"moe. UNGROUNDED CIRCUIT CONDUCTORS GROUNDING CONDUCTOR (MIN.) #12 #12 #10 THROUGH #8 #10 #6 THROUGH #2 #8 1 THROUGH #3/0 #6 SINGLE LINE DIAGRAM CITY OF BAKERSFIELD, CALIFORNIA LEGEND, CONTACTOR FIXTURE NAMEA BREAKER NAME FIXTURE NAME & LOCATION & LOCATION TREES 3 SOUTHMT3 K2 KIOSK #2 #1 M6 H #1 P5E 20A -2P 20A -2P PULL BOX \- PULL BOX NUMBER NUMBER BREAKER SIZE WIRE SIZE WIRE SIZE PUBLIC WORKS DEPARTMENT File Name: T9K117 Job No.: T9K117 Da te: 2/7/11 ELECT CA - WIRE & CONDUIT SCHEDULE 20OA-3P LOCATION: EA IDE OF Q STREET TREES #2/0 1 SOUTH M2 f MT1 RUN CONDUIT TIME CLOCK / CONTACTOR *2#?14A x260' 20A-lP 20A-lP 2#8 PHOTO CELL 150' TREES 2 SOUTH w2.,GQ MT2K1 90' 2.0" KIOSK #1 �VR #1/0 M4 2.0„ 20A-1 P 20A -2P 2#8 #2/0 P1E 2.0„ TREES 3 SOUTH 2#6 MT3K2 2.5„ PTE KIOSK #2 � 2#6 #1 M6 .. " 20A-1 P 20A -2P 100' #1 P5E P9E TREES 4 SOUTHMT4 140' 2.5" K3 �.u��/n. nito - KIOSK #3 120' #2 M8 /n• 2 20A-1 P 20A -2P 2.5„ #4 P10W 4@07/0- 2#20 TREES 5 NORTHMT5 H P13E K4 2#4 KIOSK #4 2.5„ #8 M9 ,2#4 20A-1 P 20A -2P P15E #8 P17E 2#4 TREES #4 6 NORTHMT6 M12 PP P16E � 2#6 61 H BOLLARDS WEST / SOUTH "49-0 2#6 2#6 140' 20A-1 P 20A-1 P 2#6 #4 P14W 100' TREES #1 7 NORTH[ M14 H 2#8 B2 u BOLLARDS WEST /NORTH 2#8 140' 1.5" 20A -1P 20A -2P 1 / #6 P16W 1.5" TREES #1 8 NORTH M1620A-1 2#8 MT8 B3 u BOLLARDS EAST / SOUTH P24E P 20A -2P f� #4 P15E IRRIGATION CLOCK B4 BOLLARDS EAST / NORTH #8 M9 20A-1 P 20A -2P #6 P16E MONUMENT #2 NORTH M2 �2OA-2P u MONUMENT #1 / SOUTH 20A -2P f SINGLE LINE DIAGRAM CITY OF BAKERSFIELD, CALIFORNIA LEGEND, CONTACTOR FIXTURE NAMEA BREAKER NAME FIXTURE NAME & LOCATION & LOCATION TREES 3 SOUTHMT3 K2 KIOSK #2 #1 M6 H #1 P5E 20A -2P 20A -2P PULL BOX \- PULL BOX NUMBER NUMBER BREAKER SIZE WIRE SIZE WIRE SIZE PUBLIC WORKS DEPARTMENT File Name: T9K117 Job No.: T9K117 Da te: 2/7/11 NU I t5 2. CONDUIT FROM ADJACENT PULL BOXES TO FIXTURES SHALL BE 1" PVC AND CONDUCTORS SHALL BE #12 THWN. /.I TO!-A//,l l 21-611 Drawn: DP Engineer: BM Checked By EDJOINT TRENCH DETAIL 8E8 SEE SPECIAL PROVISIONS FOR DETAILS ON FIBER OPTIC CONDUIT INSTALLATION (SDR -11 CONDUIT) QROFESS/ON DEAN REGISTERED Cl NGINEER C 46803 * Exp. 6-30-11 * CITY OF BAKERSFIELD "z- 1501 TRUXTUN AVENUE qTF CIVIC- BAKERSFIELD, CA 93301 OF CALF REVISIONS ,No. OA TE DESCRIP TION 411t1fEI.�fiE K[a�fsFJSbL �i, 2/Z�/��14 i5E- -i" IST W&MT1�� 471 / / GENERAL NOTES: 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2006 EDITION OF THE CAL TRANS STANDARD SPECIFICA TIONS, THE PROJECT SPECIAL PROVISIONS, LAWS & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD & OTHER GOVERNING AGENCIES 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBLITY OF VERIFICATION AND ACCURACY IS THE CONTRACTOR'S. J. ALL UNUSED & SAL VA GED MA TERIAL SHALL BE DELI VERED BY THE CONTRACTOR, TO BAKERSFIELD MUNICIPAL AIRPORT AT 2000 S UNION AVENUE CONTACT THE CITY'S ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY 4. MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED J00 FEET. 5. CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXISTING HORIZONTAL SURFACE. 6. THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 DEGREES. 7. CONDUIT AND PULL BOXES SHALL BE INSTALLED AS SHOWN ON THE PLANS NO PULL BOXES SHALL BE INSTALLED IN DRI VEWA Y APPROACHES 8. CONTRACTOR SHALL MAINTAIN PROPER CONDUIT SEPARATION AS REQUIRED BY THE UTILITY COMPANIES. 9. ALL CONDUIT BENDS SHALL BE FACTORY -MADE BENDS. THE MINIMUM BEND RADIUS SHALL BE 48" 10. PULL BOXES SHALL CONFORM TO CAL TRANS STANDARD PLAN NO. ES -8. 11. ALL CABLE SHALL BE FUSED AS SHOWN ON THE TYPICAL SINGLE LINE DIAGRAM. 12 THE UTILITY COMPANY SHALL BE NOTIFIED PRIOR TO, AND A REPRESENTA TI VE SHALL BE PRESENT DURING ANY WORK WITHIN THE UTILITY COMPANY'S SERVICE BOX. 13. VOLTAGE DROP FROM THE UTILITY COMPANY SERVICE BOX TO THE LUMINAIRE SHALL NOT EXCEED J% 14. ONE R# GROUND WIRE SHALL BE RUN CONTINUOUSL Y FROM THE POWER PEDESTAL TO THE LAST PULL BOX. GENERAL NOTES & SCHEDULES STREETSCAPE IMPROVEMENTS - 'Q' STREET TRUXTUN AVE TO 2477-1 STREET 0 1 SHEET NO. E8 OF 14 2 3 ELECT CA - WIRE & CONDUIT SCHEDULE LOCATION: EA IDE OF Q STREET PULL BOX NO. KIOSK STREET LIGHTS BOLLARDS RUN CONDUIT P 1 E *2#?14A x260' 1.5" P2E 2#8 2#8 150' 2.0„ P3E w2.,GQ 2#8 90' 2.0" P4E �VR 2#8 160' 2.0„ P5E *9#2/4g!,2 ii -k 2#8 90' 2.0„ P6E *2#274-9; 2+A.i -2+4 Z 2#6 140' 2.5„ PTE ' "1�'2" / � 2#6 120' 2.5„ P8E 01242549! 2" - ` 2 2#6 100' 2.5„ P9E �_ „� �,,. ,,,� �2 2#6 140' 2.5" P10E �.u��/n. nito - 2#4 120' 2.5" P11 E /n• 2 12#4 100' 2.5„ P12E 4@07/0- 2#20 12#4 140 2.5» P13E _ 2 2 /n. 2# 4 2#4 120 2.5„ P14E �� /,� /n. 2 /,� , -„ -/ - -„ - ,2#4 90' „ 2.5 P15E a,:in. o -uo 2#4 110' 2.5" PP P16E � 2#6 Z 2#6 01 20' 1.5" P17E "49-0 2#6 2#6 140' 1.5" P18E 2#6 1 12#8 100' 1.5" P19E 2#6 2#8 120' 1.5" P 20E 2#6 2#8 140' 1.5" P21 E +Rz 2#8 90' 1.5" P22E 2, i 2#8 260' 1.5" P23E S1.5" P24E 8 2#8 230' 1.5" NU I t5 2. CONDUIT FROM ADJACENT PULL BOXES TO FIXTURES SHALL BE 1" PVC AND CONDUCTORS SHALL BE #12 THWN. /.I TO!-A//,l l 21-611 Drawn: DP Engineer: BM Checked By EDJOINT TRENCH DETAIL 8E8 SEE SPECIAL PROVISIONS FOR DETAILS ON FIBER OPTIC CONDUIT INSTALLATION (SDR -11 CONDUIT) QROFESS/ON DEAN REGISTERED Cl NGINEER C 46803 * Exp. 6-30-11 * CITY OF BAKERSFIELD "z- 1501 TRUXTUN AVENUE qTF CIVIC- BAKERSFIELD, CA 93301 OF CALF REVISIONS ,No. OA TE DESCRIP TION 411t1fEI.�fiE K[a�fsFJSbL �i, 2/Z�/��14 i5E- -i" IST W&MT1�� 471 / / GENERAL NOTES: 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2006 EDITION OF THE CAL TRANS STANDARD SPECIFICA TIONS, THE PROJECT SPECIAL PROVISIONS, LAWS & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD & OTHER GOVERNING AGENCIES 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBLITY OF VERIFICATION AND ACCURACY IS THE CONTRACTOR'S. J. ALL UNUSED & SAL VA GED MA TERIAL SHALL BE DELI VERED BY THE CONTRACTOR, TO BAKERSFIELD MUNICIPAL AIRPORT AT 2000 S UNION AVENUE CONTACT THE CITY'S ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY 4. MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED J00 FEET. 5. CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXISTING HORIZONTAL SURFACE. 6. THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 DEGREES. 7. CONDUIT AND PULL BOXES SHALL BE INSTALLED AS SHOWN ON THE PLANS NO PULL BOXES SHALL BE INSTALLED IN DRI VEWA Y APPROACHES 8. CONTRACTOR SHALL MAINTAIN PROPER CONDUIT SEPARATION AS REQUIRED BY THE UTILITY COMPANIES. 9. ALL CONDUIT BENDS SHALL BE FACTORY -MADE BENDS. THE MINIMUM BEND RADIUS SHALL BE 48" 10. PULL BOXES SHALL CONFORM TO CAL TRANS STANDARD PLAN NO. ES -8. 11. ALL CABLE SHALL BE FUSED AS SHOWN ON THE TYPICAL SINGLE LINE DIAGRAM. 12 THE UTILITY COMPANY SHALL BE NOTIFIED PRIOR TO, AND A REPRESENTA TI VE SHALL BE PRESENT DURING ANY WORK WITHIN THE UTILITY COMPANY'S SERVICE BOX. 13. VOLTAGE DROP FROM THE UTILITY COMPANY SERVICE BOX TO THE LUMINAIRE SHALL NOT EXCEED J% 14. ONE R# GROUND WIRE SHALL BE RUN CONTINUOUSL Y FROM THE POWER PEDESTAL TO THE LAST PULL BOX. GENERAL NOTES & SCHEDULES STREETSCAPE IMPROVEMENTS - 'Q' STREET TRUXTUN AVE TO 2477-1 STREET 0 1 SHEET NO. E8 OF 14 2 3 INA Ell Jt J SOUTH COAST LIGHTING PECORADVE VASE COVER. CA? , f 8CHU02542. DUAL LIMAS 0 90* SEE F71G. A FOR ORIENTATION TO SVA SCROLL ARM -,---'7-CLAMP LOCATIONS SCROLL COLOR TO BE DTERMINED -By CITY, OF BAKERSnEL0 AT AWARDING OF CQ%iTRACT SCROLL POLE CLAUP LOCATIONS MAX. 3 LEOTEK LED FIXTURE, CAT jF 00-60C-704 8 SHARP FLUTE SIGNAL MAST ARM TRAFFIC SIGNALS do PEDESTRIAN SIGNALS BY OTHERS ASJM-A3$6 CAST . ... ........ fLUTED TOP OPENING OF TED AL00NUAt INGOT, DESCRIPTION # DECORA71W BASE COVER DE SEC OCIAIL 6 AI, 10cmm, BASE COVER OEM DETAIL PEDESTRAIN PUSH BUTTON 0 40* ABOVE GRADE HAND HOLE COVER # ATTACHED TO BASE USING (2) 114-20 x I LONG STAINLESS STEEL . BUTT04V HEAD CAP 26.43t:TO, C TER OF- HAND-f(Otr SCREWS SEE DETAIL - IIS ZW-iAS A -A TION nG.-A_ -------- .75" 0. 50' STANDARD .25 PER u� AWS DJJ PIPE COUPLING 2ETAIL - IIS COUPLING POLE TymIummlos 1.50' X 1250 AWMINUM MAWYWANU- WAR IDENT0CATION TAG 0 0 CURED TO ARM SHAFT CUST R4 NVV8ER VJTH (2) 0.188' RIVETS PART AT 6" UP FROU BASE; STAMPED AS SHOlW DETAIL3 - SIGNAL ARM ID TAC 1.50' X 125' AL0 POLE TYRFEFIAMWI MAX/05 wtinmARON TAG0NUM MAMIUMU. WEAR SECURED TO POLE SHAF 0 0 TH (2) 0.188- RIVETS AT 6' UP FROM BASO PART 11ORM I STAMPED AS SHOWN 0 AT rA DETAIL 4 - POLE 10 TAG SEE DETAIL 2 - POLE BASE PLATE DETAIL * ALL. STEEL ASSEJW9UES GALVAMZED 10 ASTM -A123 -'�Sff DETAIL 5 - ANCHOR * ALL VIELDS IN ACCORDANCE 1"IH AWS 0.1.1 BOLT& GROUT DETAIL KE DING CODE # ALL MATERIAL FINISH POWER COATED RAL90057X * ALL HARDWARE STAJNLESS STEEL FINISHING SPEC#2CATI0NS CITY OF BAKERSFIELD, CALIFORNIA b 6 7 REV. REV RE%4 grit NOTE A I REVISED PER ADMSTEO ENGINEERING CAtCS ADD 90* LMA MENTA770M DETAIL C' I REW51ONS PER CUSTOMER PROXCT NOTES - - - - -- -- -- ------------ - . ... ........ No. DATE DESCRIPTION # AI, 10cmm, OEM # (4) 2m X 42* X Ow ANS BOLTS 'STH (2) HEX OUT$ ANQ (2) FLAT WASHERS PER BOLT; GRADE-$5 FULLY CALVANIZED PER ASTM F1554 4, 125 Z75' TIED SOL r 14C DETAIL 2 - ieQLIE 6A,5jr PLAJE UETAIL. 2 PC. CAST ALUMINUM BASE CAST IN .2 HALVES. ASTXf-A356 ALU44INUM WGOT NO SAW CUrRIVO OF RASE; SEC RASE COVER DETAIL PEDES PUSH HUTTON 0 40" ABOVE GRADE 75 HAND HOLE COVER 71 ATTACHED TO RASE 75 US1110 (2) 114-20 x I' LONG STAINLESS STEEL BUTTON MEAD CAP SCREWS I " ri �-2,6.25m-; Aft,DW VASE PATE 1.5" BASE PLATE 4SIM-A36-PLATE 15.000 XSk WELD BRILL, TAP -gaggg; id JOE PUBLIC WORKS DEPARTMENT File Name: T9Kll7 Job No.: T9Kll7 Date: 217111 Drawn: DP Engineer: BM Checked By REVISIONS No. DATE DESCRIPTION # AI, 10cmm, # . ........... PUBLIC WORKS DEPARTMENT File Name: T9Kll7 Job No.: T9Kll7 Date: 217111 Drawn: DP Engineer: BM Checked By DETAILS STREETSCAPE IMPROVEMENTS - 'D' STREET TRUXTEN AVE TO 2471H STREET SHEET NO. E9 OF 14 REVISIONS No. DATE DESCRIPTION DETAILS STREETSCAPE IMPROVEMENTS - 'D' STREET TRUXTEN AVE TO 2471H STREET SHEET NO. E9 OF 14 lm m on Elm In Is NOTE: ALL SOUTH COAS;T VGHToNG DECORATIVE POLES AND ARUS tDFNnFttD WtM 10. TAGS; DETAIL 3 - SIGNAL ARM 10 TAG AND Of IAIL 4 - POLE 10 TAG SOUTH COAST LtGH77NG 7 CORADVE BASE ,OWR. CAT. SCSLRJ452 � 'Ttf -AJ56 CAST LUMINUM INGOT. EE Of TAk 6 - BASE" COVER-,,, OEM& —DUAL LMAs 0 90; SEE FIG. A FOR ORIENTATION TO SMA SCROLL ARM __----TCLAMP LOCATIONS SCROLL COLOR TO BE DTERYINED -By CITY OF BAKERSRELD AT AWARDING OF CONTRACT SCROLL POLE CLAMP LOCA77ONS 11 Wj SAfA ORMN TA 7ION' 0G. A I 3017YE FAIN ICC GOLD 8 SHARP FLUTE SIGNAL ---T7REV L MAST ARM 8 REV REV. If r REWSIMNOTE , A I OA TE CHECKED BY 8]Y TYPE 19-4-100 � LEOTEK LEO f7XIORE REWSED PER ADA MED ENGINEERING CALCS !!,10 4,20.10 CAT t. GCI-60C-70OMa PPE 29-5-100 4a LE07EK IED FIXTURC', COUPLING DETAIL ADD 90LUA ORIENTA770M DETAII, SC CAL C REWSIWS PER CUSTOMER PROIECT NOTCS 'Ji.0 AK, x.26. to Sc. PECORARW TRAFFIC LIGHTING ASSEMBLIES By SOUTH COAST LIGHTING SIGNAL ARM DArA PER CAL TRANS 2006 ARM f IAL ARM ARM QTY TYPE CAS TENON QTY. LEmalm ATTACH. BASE ROL is or. SPAN ON* mph E aftar DIAAf SIZE 3017YE TRAITIC SIGNALS PEDESMIAN SIGNALS ,, BY OWERS rtUM-D TOP OPrNitio of - L DECORATIVE BASEE COVER AEOEST91AN PUSY J?Ljffoy 0 40* ABOW GRADr HAND HOLE' GOWR ArIACHED To BASE �-USING (2) 114-20 x I" LONC STA(MLESS STEEL BUTTON READ CAP SCREWS j DELAIL 2 POUr- BASE PLATE DETAIL SEE DETAIL 5 ANCHOR T & GROUT OrrAlL -1 1 n -N- O�60' STANDARD A.25 PER1 PIPE COUPLING WS D� 1. (4) 2- X 42- X 6- ANCHOR a* -TS y4rH f2) 0.5" NUT HOWER V4TH FASTENERS roR GROUNDING WLL BE SUPPUERv LOCATED 0 ISO, FROM HANDHOLE HEX NUTS AND (2) FLAT WASHERS PER BOLT; GRAVE -55 FULLY GALVANIZED PER ASID F1554 par I -W X 3.25* ALUMINUM 0 MAMU./UAW. WAR IDENnnCAJ7Cff 'TAG ---SECURE0 TO ARM SHAFT WN (2)Rom RIVETS PART A r r up, F&A se STAX(PEP AS SHOWN DETAIL 3 �TA AU S`TM ASSEMSUES CALVMIZED TO ASIM-AY23 AU *WS 114 ACCMDANCE WIN AWS 0.1.1 WELDINC CODE ALL A(A7rRIAL fINISH POYMEp COATED RALqX5rX ALL HARDWARE STAINLESS STEEL rINISHI TIONS 1: 3 a r rRom TING TO Sties om oF BASE PLATE CONCRETE FOOTING W GALVANIZED STEEL 71 of --mrwcR BOLTS (4 T-WICAL) 2 PC. CAST" ALOAVINUM BASE cAsr tu 2 HATws' ASTM -ARSB ALUMINUM INGOT NO SAW CUTTING OF- A�' OASE., SEE BASE COVER DETAIL PEDESTRIAN PUSH BUTTON 0 40' AROVE GRADE 14AND HOLE COVER �;Ctf r ATTACHED To BASE` 0 05 USIN012) 11-4-20 x 1* i L6VG TAINLESS STEEL i BUTrON HEAD CAP X 7" 7,7 -1 SCREWS Q BASE H TOGE THROUGH POLE' nal- rr.1 r., MROU11_\ HOT,- LONG S BUTR DRILL & TAP 57'1+6- t8 111r FLUR40 IrRVINA IIES 6" "OVE SAS` PLA Tr -75BASE PLATE kSTM-AJ6-PLATE' fiX00 KS.I. WELO & TAP DVEX DEONED 10 or mom To am %'f fix FIE SE XAT&- SW DETAt 5, CROU11,V0 MX) �COVF�RQ �TAI 8011TIf COA S TLIGHrING, A 139f CAICLEA VANZADO, SAN CtEmENTE• CA.926;,3 VOICE -949.2#746.88SO 1 F"- W9.276.8,655 CUSTOMER: GA)?YK@SOVrHCOASY'1-1040rlNO.COtrfIKW.$04VrHCOA$71.14GHrING.com PROXCT NAME: 00E7VWV-r1AWAVlU1W0WUEVr$. SOM CM ST"GifftVG 4 DESIGN, hVCAcSrRws mrmayrro Q STREET STREETSCAPE I C.UAAl0EJWA0VWNa VE$1GVX,.4W 0W=WN0WAWY DM T WjlCW /S SHOgN IN rMS &WMV/?r CITY OF BAKERSFIELD a WrA 0 r, FA CrOR Y, FORA L7 -A& EV frWINSERNO vqA wVGS 10' SOOO,33-022310-2 11=1 N R 1.4 REVISIONS No. DA TE DESCRIP TION CITY OF BAKERSFIELD, CALIFORNIA File Name: T9Kll7 Drawn: DP DETAILS I PUBLIC WORKS L)EPARTMENT Job No.: T9K117 Engineer- BM STREETSCAPE IMPROVEMENTS — 10y STREET SHEET NO. Date: 217111 Checked By TRUXTUN AVE To 24TH STREET E10 OF 14 0 1 2 3 FAIN ICC GOLD 8 SHARP FLUTE SIGNAL MAST ARM r SEE DETAIL 11S COUPLING DETAIL TRAITIC SIGNALS PEDESMIAN SIGNALS ,, BY OWERS rtUM-D TOP OPrNitio of - L DECORATIVE BASEE COVER AEOEST91AN PUSY J?Ljffoy 0 40* ABOW GRADr HAND HOLE' GOWR ArIACHED To BASE �-USING (2) 114-20 x I" LONC STA(MLESS STEEL BUTTON READ CAP SCREWS j DELAIL 2 POUr- BASE PLATE DETAIL SEE DETAIL 5 ANCHOR T & GROUT OrrAlL -1 1 n -N- O�60' STANDARD A.25 PER1 PIPE COUPLING WS D� 1. (4) 2- X 42- X 6- ANCHOR a* -TS y4rH f2) 0.5" NUT HOWER V4TH FASTENERS roR GROUNDING WLL BE SUPPUERv LOCATED 0 ISO, FROM HANDHOLE HEX NUTS AND (2) FLAT WASHERS PER BOLT; GRAVE -55 FULLY GALVANIZED PER ASID F1554 par I -W X 3.25* ALUMINUM 0 MAMU./UAW. WAR IDENnnCAJ7Cff 'TAG ---SECURE0 TO ARM SHAFT WN (2)Rom RIVETS PART A r r up, F&A se STAX(PEP AS SHOWN DETAIL 3 �TA AU S`TM ASSEMSUES CALVMIZED TO ASIM-AY23 AU *WS 114 ACCMDANCE WIN AWS 0.1.1 WELDINC CODE ALL A(A7rRIAL fINISH POYMEp COATED RALqX5rX ALL HARDWARE STAINLESS STEEL rINISHI TIONS 1: 3 a r rRom TING TO Sties om oF BASE PLATE CONCRETE FOOTING W GALVANIZED STEEL 71 of --mrwcR BOLTS (4 T-WICAL) 2 PC. CAST" ALOAVINUM BASE cAsr tu 2 HATws' ASTM -ARSB ALUMINUM INGOT NO SAW CUTTING OF- A�' OASE., SEE BASE COVER DETAIL PEDESTRIAN PUSH BUTTON 0 40' AROVE GRADE 14AND HOLE COVER �;Ctf r ATTACHED To BASE` 0 05 USIN012) 11-4-20 x 1* i L6VG TAINLESS STEEL i BUTrON HEAD CAP X 7" 7,7 -1 SCREWS Q BASE H TOGE THROUGH POLE' nal- rr.1 r., MROU11_\ HOT,- LONG S BUTR DRILL & TAP 57'1+6- t8 111r FLUR40 IrRVINA IIES 6" "OVE SAS` PLA Tr -75BASE PLATE kSTM-AJ6-PLATE' fiX00 KS.I. WELO & TAP DVEX DEONED 10 or mom To am %'f fix FIE SE XAT&- SW DETAt 5, CROU11,V0 MX) �COVF�RQ �TAI 8011TIf COA S TLIGHrING, A 139f CAICLEA VANZADO, SAN CtEmENTE• CA.926;,3 VOICE -949.2#746.88SO 1 F"- W9.276.8,655 CUSTOMER: GA)?YK@SOVrHCOASY'1-1040rlNO.COtrfIKW.$04VrHCOA$71.14GHrING.com PROXCT NAME: 00E7VWV-r1AWAVlU1W0WUEVr$. SOM CM ST"GifftVG 4 DESIGN, hVCAcSrRws mrmayrro Q STREET STREETSCAPE I C.UAAl0EJWA0VWNa VE$1GVX,.4W 0W=WN0WAWY DM T WjlCW /S SHOgN IN rMS &WMV/?r CITY OF BAKERSFIELD a WrA 0 r, FA CrOR Y, FORA L7 -A& EV frWINSERNO vqA wVGS 10' SOOO,33-022310-2 11=1 N R 1.4 REVISIONS No. DA TE DESCRIP TION CITY OF BAKERSFIELD, CALIFORNIA File Name: T9Kll7 Drawn: DP DETAILS I PUBLIC WORKS L)EPARTMENT Job No.: T9K117 Engineer- BM STREETSCAPE IMPROVEMENTS — 10y STREET SHEET NO. Date: 217111 Checked By TRUXTUN AVE To 24TH STREET E10 OF 14 0 1 2 3 In In In IE IN las 03 NOTE: ALL SOUTH COAST LICH77NG DECORARVE POLES AND ARMS IDENTIFIED WITH 10. TAGS, DETAIL 4 - VGNAL ARM ID TAO AND DETAIL 5 - POW 10 TAG SOUTH COST LICHTING PECORAVVE BASE COVER. CA T, jf 6CHUM3142, ASTY-AJ56 CAST ALUmmum INGOT, SEE DETA(L 7 - BASE COVER--� DETAIL 51.8t25* 3 4 b . ..... 7 REV, IREY I REWSION NOW 0A TE ICHECKED BY REV REV # REWSION NOTE C I REMSEO PER CUSTOMER PRWECT N07ES 7 I -C to S. f-1 A I REWSED PER AUJUSTED ENGINEERING CALCS —1 -, I A00 00* LATA ORIENTA770M DETAIL DUAL LMA s 0 go" SEE FIG, A FOR ORIENTARON'TO SMA SCROLL ARM CLAMP LOCATIONS SCROLL COLOR TO VE DIERMNED LEOTEK LEO FIXTURE, 22' 84XT -,-BY CITY OF BAKERSFIELD AT CAT, f CC(-i80C-70aVd C� CIRCLE AWARDINO OF CONTRACT SCROLL POLE CLAMP LOCA TIONS 17" POLE BASE DECORA77VE TRAFFIC LIGH)ING ASSEMBLIES BY SOUTH COAST LIGH77NG DIAMETER POLE DATA TABLE PER CAL TRANS 2006 SIGNAL ARM DATA PER CAL TRANS Zoos POLE SHAFT DATA BASE PLATE DATA ARM ARM ARM WlND OTY LENGTH TENON A BASE (4) 2.25-,r 2.75 - IE POLE LOAO D. PLA d BOLT I I ANCHOR 800S 'El SPAN � r 1A CK SLOTTED HOLT HOU QTSI vaoc Ty HEIGH T SQUARE CIRCLE 'F' "r CASE I Y�" THICKNESS WICKNESS Mtkg-TA mph IVNIAM. 010APAt. SIZE 8 SHARP FLUTE SIGNAL MAST ARM • M N m I I lm� PEDESTRIAN PUSH BU rT0JV 0 40* ABOVE GRADE JarnmCAITON TAG 0 0 TO ARM SHAFT HANO HOLE COVER V4774 (2) 0.188- RIVETS PART JIMM I AT 6- UP FROM BASE; AT TTACHEQ O BASE 114-20 x I XONG : 57AUPED AS SHOWN DETAIL 4 L ASM Q. TAG STAINLESS STEEL soum comritoHrING & DmGN Mf CALLEA VANZWO, SAN CLEMENTE, CA. 9267s BUTTON HEAD CAP CA TALOG I.- 8CSM34,52-29-5-100-50 —15—M-450C-700MA SCREWS fiwffm��� 0. 50 . STANDARD PIPE COUPLINO AW'S &Ll DETAIL ff S CO-UPLM - fE - I . -1 1 A A mmorlim qmm 3/8" THROUGH HOLE 5' 1 i 3118' Ll THROUGH HOLE \ 119,125"- 2 PC. CAST AWMIN(JU BASE CAST IN 2 HALVES, ASTM --A $6 ALUMINUM INGOT NO SAW PIIT'nMI- fIr BASE, SEE BASE COVER DETAIL —PEDESTRIAN PUSH BUTION 0 40' ABOVE GRADE HAND HOLE COVER ElATTAHED TO BASE liUSING (2) 114-10 x LONG STAINLESS STEEL BUTTON HEAD CAP SCREWS SUA BALL CAP PAINTED GOLD " IeN u - BASE HALVES CLAMPED TOOEIWER AROUNO POLE SHAFT 4)SfNG (6) 5116-16 x 1.25, LONG STAINLESS STEEL BUTTON HEAD CAP SCREWS DRILL & IAP p J 1 -Ar DRILL & TAP a625' 5/16- is 3175' m 11 ........... POLE ro"EmAd 1.50" X J-25' ALUMINUM UAWAAW, YEAR JarnmCAITON TAG 0 0 TO ARM SHAFT aisr P.o. 14UMBER -_,,,WCVREL) V4774 (2) 0.188- RIVETS PART JIMM I AT 6- UP FROM BASE; 57AUPED AS SHOWN DETAIL 4 L ASM Q. TAG soum comritoHrING & DmGN Mf CALLEA VANZWO, SAN CLEMENTE, CA. 9267s CA TALOG I.- 8CSM34,52-29-5-100-50 —15—M-450C-700MA VOXR - 949.270. 0950 / FAX - 049 276,8855 GARYK@sotfrHcoAsri-IGHnAtG.com I www.sourHcoAsrLiGNrtsvG.com DUE 70 C0AWNMlWG#4-AR0VSV&ff4 S0U7HC0A$.rLAWftNG,& DESIGN, fA(CREsERvR,$,rqFftlGfff TO CHWGEaA(sys1ws o-maNx AND 4wvsrRucwNAwm rHA r swIcHIs sHosm /Af MIS CONrA Cr, FA C 110 R Y FM D 6 TA 1, E& EA A Gh VEERING ORA WA M CUSTOMER, CITY OF BAKERSFIELD ............................... PROJECT NAME. Q STREET STREETSCAPE DRAWNG NUMBER: 10-SO0033-022310-3 SHEE T NUMBER. 3 OF 4 ... ......... . . ........... . .......... . . ALL STEEL ASSEMBLIES 0ALVANZED TO ASTM-AF23 ALL WLDS IN ACCORDANCE WIN AVIS 0.1,1 WEL&NO CODE ALL RDWAREMATE7VAL f7NISH POWER COATO RAL9005TX ALL, HASTAINLESS S7UL FINISHING SPECIFICARQN, M qmm 3/8" THROUGH HOLE 5' 1 i 3118' Ll THROUGH HOLE \ 119,125"- 2 PC. CAST AWMIN(JU BASE CAST IN 2 HALVES, ASTM --A $6 ALUMINUM INGOT NO SAW PIIT'nMI- fIr BASE, SEE BASE COVER DETAIL —PEDESTRIAN PUSH BUTION 0 40' ABOVE GRADE HAND HOLE COVER ElATTAHED TO BASE liUSING (2) 114-10 x LONG STAINLESS STEEL BUTTON HEAD CAP SCREWS SUA BALL CAP PAINTED GOLD " IeN u - BASE HALVES CLAMPED TOOEIWER AROUNO POLE SHAFT 4)SfNG (6) 5116-16 x 1.25, LONG STAINLESS STEEL BUTTON HEAD CAP SCREWS DRILL & IAP p J 1 -Ar DRILL & TAP a625' 5/16- is 3175' m 11 REVISIONS No. DA TE DESCRIPTION DETAILS File Nome: T9KI 17 Drawn: DP S SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K1 17 Engineer: BM TREETSCAPE IMPROVEMENTS - "0" STREET Date: 217111 Checked By TRUXTUN AVE TO 24TH STREET Ell OF 74 soum comritoHrING & DmGN Mf CALLEA VANZWO, SAN CLEMENTE, CA. 9267s CA TALOG I.- 8CSM34,52-29-5-100-50 —15—M-450C-700MA VOXR - 949.270. 0950 / FAX - 049 276,8855 GARYK@sotfrHcoAsri-IGHnAtG.com I www.sourHcoAsrLiGNrtsvG.com DUE 70 C0AWNMlWG#4-AR0VSV&ff4 S0U7HC0A$.rLAWftNG,& DESIGN, fA(CREsERvR,$,rqFftlGfff TO CHWGEaA(sys1ws o-maNx AND 4wvsrRucwNAwm rHA r swIcHIs sHosm /Af MIS CONrA Cr, FA C 110 R Y FM D 6 TA 1, E& EA A Gh VEERING ORA WA M CUSTOMER, CITY OF BAKERSFIELD ............................... PROJECT NAME. Q STREET STREETSCAPE DRAWNG NUMBER: 10-SO0033-022310-3 SHEE T NUMBER. 3 OF 4 REVISIONS No. DA TE DESCRIPTION DETAILS File Nome: T9KI 17 Drawn: DP S SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K1 17 Engineer: BM TREETSCAPE IMPROVEMENTS - "0" STREET Date: 217111 Checked By TRUXTUN AVE TO 24TH STREET Ell OF 74 0 i Is 0 .0TAIL 3 - -'PLAT` CITY OF BAKERSFIELD, CALIFORNIA RSY. v REWrO1v MO TE B R€wVONs PER CUSTOMER PRo cc*r Notts 1.25* BMT ! ti ll II�}e_+�}_j fIB€8x DRV 0_1 BASE COWR 714RtL P-3 GROUT FROM .?�«rYa(.'^, 8a Q • Yw. A§. wig'... SW`j1 -^� TO 80f TTOM OF 19ASC PLATE m C.jW m J2-4 DETAIL. i AlCHC�_ BOL T 2 PC, CAST ALUMINUM UASE CAST IN 2 HALVES, ASM—A356 ALUMINUM INGOT 00 SAW CUTVNG OF S SASE COVER DETAfL ---t4.1875' M TH �• w , O 0 180'FROM HAND HOLE SCREWSTAINLESS STEEL ROUND HEAD l'HANDHOLE COWR i + y W/00 SUNK HOLE d't3 E SHAFT WALL WAS FI N Il m 4a 0A �r 4� x . 4 s xe CONCRETE WONG FIG,, A SEE DET—A4 BASE COVER s'oC/r'm coAsrLIGJ` rlso s DEsIGN DRAW Blk 1MEOCKED BY] APPROWD By: cA�.... f-191 CALLEAt�ANZWO, SAWCUREMAE, CA.,926;r.? R. R. CSR _l A— 2. .. o � a % ]fit �tg,,/ +A� 9�f �} ,j �j+��Mt �6�F �t� }p�+�pg� / �g �y � { �s, NAME. i �p p 3tp� #+ » ,j�plii�p #fi�rtiTEpr, '� lx�'�f�s�lp�A �M67r CON85i+ / FAX#pr-she �sYp9�#�C#1�«#. ,#Ri[ 5 j ��7s�,,#°�*yj�y� Coy 1.�V.:1l L.+ai'4�11. .. PROJEi.� l�Yd"tl�t3a'C. A i�@Q�,34Tifl#i�iwt%f�'€ii7.rt1G r1NG.i WWIJP'.iiiJVr1l 0A5rf.�%ie#iiliiLT.i.+LJ,ti�i � STREET -STREETSCAPE i .. � ... c r ac 71i NSt+ a t a oto* T t T1 v� as�?T�Tts rci=t Ws tort +tz�ee�r €r ClTY F AKEi FIEL �ii� wNa NumBE' . SHEET NUMBER: 10—SCCI.33x--`02.E,�10--4 4 OF A 9 7 1IR t File Name: T9K117 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9Kll7 Engineer: BM Date: 2/7/11 Checked By REVISIONS No. DA TE DESCRIP TION 1 � i 2 � i 3 � � DETAILS STREETSCAPE IMPROVEMENTS - 'O' STREET TRUXTUN AVE TO 24TH STREET SHEET NO. E12OF74 0 1 2 3 .409, 1 41 1 51 CAT. # CCS I I 00–BD6-4 TPFSTL' 14.7–BANN ERA—R-M B–PA569-2–LA 1331 ANP: LAI 331 LANTERN ASSEMBLY 19 114* -sow LEO -TYPE V DiSrRIBLITHON *19 114'SQUAREX 42 112*TALL CASTALUMINUM LANTERN *HINGED HOOD Wl CAPTIVE STAINLESS STEEL HARDWARE -FOR EASY SERVICE OF BALLAST & RELAMPING HOOD 'LED DRIVER TO BE MOUNTED ON AALUMINUM TRAY Wt STAINLESS STEEL TOC`L-LE$S HARDWARE. *LANTERN FITTER TO ACCEPT A 4'0 X 3" TALL TENON *LENS TO BEA HIGH IMPACT CLEAR ACRYLIC LENS PANEL LED SUBST RATETO BEE MOUNTED ON INTREGRAL ALUMINUM DEDICATED HEAT -SINK 421 LENS I EX LILP-:$s,;HIMNt-f(WIDF-QQRA7Vrz BRASS FMTER) m .......... NOTE: *FINISH -PRIMARY COLOR TO BE "BLACK" PIER SAMPLE -ADDITIONAL COLOR TO BE "SUN GOLD' ALUMINUM POST CAP -APPLICATION TO BE A"MAR[NE GRADE" POWDER COAT FINISH FOR EASY WIRING LED DR IVER ....... WtTRAY (SEE PROPORTIONAL VIEW FOR COLOR COORDINATION) ALUMINUMARM LANTERN ANP: PA569-2 'o"STOM' CROSSARM ASSEMBLY FITTER *TO SE CONTRUCTED, OUR OF CAST ALUMINUM & EXTRUTF-D ALUMINUM. - — - — - — - — - — - -CENTER COLUMN TO BE APPROX 5-0, SMOOTH DECORATIVE.. TO SUP FIT OVER ArOD, X 1XTALL TENON W/ CAST ALUMINUM POST CAP AT TOP, *ARM TO BE 2* SCH.40ALUMINUM PIPE (2 318-01) `4*0 ROUND STRAIGHT SMOOTH ALUMINUM TUBING Wt CAST ALUMINUM POST CAP AT 80rTom. 4V ALUMINUM ARM TENON *WITH CAST ALUMINUM DECORATIVE SCROLL 2113/4* CAST ALUMINUM DECORATIVE SCROLL CROSSARM COLUMN 4'0 I CASTALUMINUM POST CAP Ort 14'.0' TO TOP OF FLUTED SHAFT 8a9* 30 mul mmi mmi .. . ..... *SUN GOLD TOP LANTERN FINIAL FINIAL 4 —ANP: BANNER ARM B BANNER ARM ASSEMBLY 'DUAL ALUMINUM CONSTRUCTED BANNER ARM "CAST ALUMINUM 2 -PIECE REMOVABLE CLAMP 'CAST ALUMINUM 2 -PIECE TO BE DIAMETER ADJUSTBALE Wl STAINLESS STEEL HARDWARE LDIAMETER ADJUSTABLE *110 ALUMINUM BANNER ROD M *$VN GOLD, LANTERN FITTER ANP: B©6-4TPFSTLI 14.7 POLE ASSEMBLY 42" '6*08OTTOM X 4.154"0 TOP ROUND, ST"GHT 16 -FLUTED 7 GAUGE STEEL POLE *GALVANIZED FOR CORROSION RESISTANCE *r X 5' RECTANGULAR ACCESS HOLE W/ COVER *10 I/rO X 3/4"rHICK STEEL BASE -RATE *9 1/2'0 1.50* BOLT CIRCLE *3/4*0 X 16' GALVANIZED STEEL ANCHOR BOLT (4 REQ.) 5 1�:*� - ------- --- "SUN GOLD*- / h9ftdN Si x< BANNER FINIAL 7 CONDUIT BY OTHERS CONCRETE FOOTING DESIC414EO & PROVIDED BY OTHERS �ANP_ CCS1 100 2 -PIECE CLAM SHELL BASE ASSEMBLY i *CONBfiUDTED FR9M356 ALLOY CAST ALUMINUM ^..`; a *FASTENED VIA STAINLESS STEEL HARDWARE, WlIRE ACCESS HOLE 10 lj2*SQ X 314*THICK STEEL BASE PLATE W! COVER (ON POLE) SLOTTED MOUNTING HOLE TO ACCEPT BASE PLATE A 314-0 ANCHOR BOLT (4 REQ, 50, SP.) (SEE MO UNTING DETAIL) PROPROTIONAL VIEW *ULLISTED 09 V2, I GROUND LINE TYR SOLTCIRCLE MIA ANCHOR SOLT "�"�-� X Hoff MOUNTING DETAIL 171 A C 1 -V—.# 0 1 E APPROVED 8 y: CA TALOG DA TE. RR. I F ii -i � - � I � —E L — - REEWSION NO7T 1 41 1 51 CAT. # CCS I I 00–BD6-4 TPFSTL' 14.7–BANN ERA—R-M B–PA569-2–LA 1331 ANP: LAI 331 LANTERN ASSEMBLY 19 114* -sow LEO -TYPE V DiSrRIBLITHON *19 114'SQUAREX 42 112*TALL CASTALUMINUM LANTERN *HINGED HOOD Wl CAPTIVE STAINLESS STEEL HARDWARE -FOR EASY SERVICE OF BALLAST & RELAMPING HOOD 'LED DRIVER TO BE MOUNTED ON AALUMINUM TRAY Wt STAINLESS STEEL TOC`L-LE$S HARDWARE. *LANTERN FITTER TO ACCEPT A 4'0 X 3" TALL TENON *LENS TO BEA HIGH IMPACT CLEAR ACRYLIC LENS PANEL LED SUBST RATETO BEE MOUNTED ON INTREGRAL ALUMINUM DEDICATED HEAT -SINK 421 LENS I EX LILP-:$s,;HIMNt-f(WIDF-QQRA7Vrz BRASS FMTER) m .......... NOTE: *FINISH -PRIMARY COLOR TO BE "BLACK" PIER SAMPLE -ADDITIONAL COLOR TO BE "SUN GOLD' ALUMINUM POST CAP -APPLICATION TO BE A"MAR[NE GRADE" POWDER COAT FINISH FOR EASY WIRING LED DR IVER ....... WtTRAY (SEE PROPORTIONAL VIEW FOR COLOR COORDINATION) ALUMINUMARM LANTERN ANP: PA569-2 'o"STOM' CROSSARM ASSEMBLY FITTER *TO SE CONTRUCTED, OUR OF CAST ALUMINUM & EXTRUTF-D ALUMINUM. - — - — - — - — - — - -CENTER COLUMN TO BE APPROX 5-0, SMOOTH DECORATIVE.. TO SUP FIT OVER ArOD, X 1XTALL TENON W/ CAST ALUMINUM POST CAP AT TOP, *ARM TO BE 2* SCH.40ALUMINUM PIPE (2 318-01) `4*0 ROUND STRAIGHT SMOOTH ALUMINUM TUBING Wt CAST ALUMINUM POST CAP AT 80rTom. 4V ALUMINUM ARM TENON *WITH CAST ALUMINUM DECORATIVE SCROLL 2113/4* CAST ALUMINUM DECORATIVE SCROLL CROSSARM COLUMN 4'0 I CASTALUMINUM POST CAP Ort 14'.0' TO TOP OF FLUTED SHAFT 8a9* 30 mul mmi mmi .. . ..... *SUN GOLD TOP LANTERN FINIAL FINIAL 4 —ANP: BANNER ARM B BANNER ARM ASSEMBLY 'DUAL ALUMINUM CONSTRUCTED BANNER ARM "CAST ALUMINUM 2 -PIECE REMOVABLE CLAMP 'CAST ALUMINUM 2 -PIECE TO BE DIAMETER ADJUSTBALE Wl STAINLESS STEEL HARDWARE LDIAMETER ADJUSTABLE *110 ALUMINUM BANNER ROD M *$VN GOLD, LANTERN FITTER ANP: B©6-4TPFSTLI 14.7 POLE ASSEMBLY 42" '6*08OTTOM X 4.154"0 TOP ROUND, ST"GHT 16 -FLUTED 7 GAUGE STEEL POLE *GALVANIZED FOR CORROSION RESISTANCE *r X 5' RECTANGULAR ACCESS HOLE W/ COVER *10 I/rO X 3/4"rHICK STEEL BASE -RATE *9 1/2'0 1.50* BOLT CIRCLE *3/4*0 X 16' GALVANIZED STEEL ANCHOR BOLT (4 REQ.) 5 1�:*� - ------- --- "SUN GOLD*- / h9ftdN Si x< BANNER FINIAL 7 CONDUIT BY OTHERS CONCRETE FOOTING DESIC414EO & PROVIDED BY OTHERS �ANP_ CCS1 100 2 -PIECE CLAM SHELL BASE ASSEMBLY i *CONBfiUDTED FR9M356 ALLOY CAST ALUMINUM ^..`; a *FASTENED VIA STAINLESS STEEL HARDWARE, WlIRE ACCESS HOLE 10 lj2*SQ X 314*THICK STEEL BASE PLATE W! COVER (ON POLE) SLOTTED MOUNTING HOLE TO ACCEPT BASE PLATE A 314-0 ANCHOR BOLT (4 REQ, 50, SP.) (SEE MO UNTING DETAIL) PROPROTIONAL VIEW *ULLISTED 09 V2, I GROUND LINE TYR SOLTCIRCLE MIA ANCHOR SOLT "�"�-� X Hoff MOUNTING DETAIL 171 CITY OF E?AKERSFIELD, A /0", LIFORNIA %.011011 NEW 110111 Imill ImIll m1111111111' mill mill JA N a* A r-1 I CITY OF BAKERSM0 STANDARD 9' SlTeEET StCN MAIN ST. SET SCREW TO //-SECURE SIGN IN PLACE OX2' WOE x 0,625" HrCH x C.375' CHANNEL FOR MOUN?IN"' IE STREET SIGN TN NON-STRUC7URAL CAST ALUMINUM DECORA77VE SCROLL WELDED IN PLACE (SCROLL IS DECORATIVE ACCENT C.NLY) SIGN BRACKET DC7 -AIL N 111ml Illml 141 151 171 SOUTH 00A STLIGHTING & DESIGN DRAWN BY, C BY: SOUr/-/ COA Sr LION7/9VO & DESIGN DDA WN $Y.• CHECKED BY, APPROVED 8 y: CA TALOG DA TE. RR. 7.26. 10 M$f CALLEA VANZWOAN CL6Vj5ATE, CA. 92673 S R.R. SEE TOP OF PAGE 1 7.26. 10 G4RYK@SOU.rHCOASrLIOH77NO.COM IMM-SOUMCOASMONTINO.COM VOICE -9.227688:x0 94 / FAX- 941=8855 CUSTOMER. PRC ccr ivAm&,, 0 STREET STREETSCAPE clAfANG,F,0#4--m10= D-S&Glv$ AAvc0ms7RvcvmvFRou GARKK@SOUMCOAS7VGHrlVG.COAfI*WW.SOVMCOA$rLIG,�MNG.COM Q STREET COAMACrFAC7ORYAOR 05T AILED ENOINSFRINOPM W#VG$ DRA KING NUMBER. DUE TO CONANUIWO IMPROVEMSM, SOOM C04S744HM0 a MSIG#, JN4� RasoRoss rHERIOHr 70 STREETS CAPE I 10-SO0129-072610-2 2OF2 'son CHAtV(;EfVtWEffSl0lVs,;6$lGM, AND CaV$MWA0,vFR0m 7m rw#cH1smcaw1,v rH�sfiRo4wuRE C.O. BAKERSFIELD F DRAWING NUMBER. CONT, C r FA C rOR Y FOR DETA At W AM& VEER" DR4 WN& S SHEET NUMBER.- fife -SO2 7'610-1 I OF2 A T_ C D F CITY OF E?AKERSFIELD, A /0", LIFORNIA %.011011 NEW 110111 Imill ImIll m1111111111' mill mill JA N a* A r-1 I CITY OF BAKERSM0 STANDARD 9' SlTeEET StCN MAIN ST. SET SCREW TO //-SECURE SIGN IN PLACE OX2' WOE x 0,625" HrCH x C.375' CHANNEL FOR MOUN?IN"' IE STREET SIGN TN NON-STRUC7URAL CAST ALUMINUM DECORA77VE SCROLL WELDED IN PLACE (SCROLL IS DECORATIVE ACCENT C.NLY) SIGN BRACKET DC7 -AIL N 111ml Illml 141 151 171 SOUTH 00A STLIGHTING & DESIGN DRAWN BY, C BY: CATALOG#. CUSTOM SIGN DATE. 8 f39f CALLEA VANZA00, SAN CLEmEArrg , CA 92673 RR. 7.26. 10 VOICE - 949.276,6850 / FAX- 949. M 8855 CUSTOMER. PROJECT NAME., G4RYK@SOU.rHCOASrLIOH77NO.COM IMM-SOUMCOASMONTINO.COM ZVE 70 C0NrlNUlA6#XRAl0I4*VE*M 1pl.-ReWRVES 7WEmrwffro 0 STREET STREETSCAPE clAfANG,F,0#4--m10= D-S&Glv$ AAvc0ms7RvcvmvFRou C.O. BAKERSFIELD COAMACrFAC7ORYAOR 05T AILED ENOINSFRINOPM W#VG$ DRA KING NUMBER. SHEE , r NUMBER. I 10-SO0129-072610-2 2OF2 C D E F REVISIONS No. DA TE DESCRIP TION DETAILS File Nome: T9KI17 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T9K117 -Enqineer.- BM STREETSCAPE IMPROVEMENTS - 101 STREET Date: 217111 Checked By TRUXTUN AVE TO 2477-1 STREET SHEET NO. E13 OF 74 1 1 2 k, s 4- Ni J P-1 a- j O PE z 0 PARKING LOT 2 TYP. �.y. ..V. W. C as11111 .Y. MA TYP. s — _ll SD 12" Q 409 — — — — ir NQ h00 E W. �� E o �^ F'C1j FO s 16 °17 13+63.15 0 ST. 3 / / +00.00 17TH ST 5 z 13 SD 14 W �, CD s V� w m � 4 3 0 �� w w n 3o RiUEWA ,T 393 5 3 g ' I I I I I I I I I I I IOT � d' 4` Cn I Q %4 �` m m m TII 0 389 ALE MEMO € €l € 1MA TE m � °,,° o 01, SHEET S0-4 FOR h N o ^ m REVISED DETAIL v � v m 0 w 385 j0 Q) Q) j0 j0 O �op 1-: � N R0C �, -00 w w 9 z ABO z Lu Lr) zo Y O+ N �` �- ii ROUN TRUXTUN A VE. E SD Q, Q 405 E -01 Cn L U) 409 _ ___ SIDEWAbp NQ h00 �� �N� o �^ F'C1j FO s 16 °17 13+63.15 0 ST. 3 / / +00.00 17TH ST 5 z 13 SD 14 4 TYP 17+09.75 0 ST. �, CD s V� w 397 4 TYP. TYP. 3 0 �� w w n RiUEWA W Q 393 5 u EXiSI NC �itiLI�1NG � d' 4` Cn I GRATED JUNCTION m m m 0 389 PLACE�rn PPRP? 1MA TE SEED TA E/4 ON � °,,° o SHEET S0-4 FOR h N o ^ REVISED DETAIL v � v v 1 385 z 17TH STREET �, w w 9 z ABO z Lu 0 0 J Y �r WALK 22D TYP. PARKING LOT (770 171h VREET) Q STREET. 8+50.00 — 78+50. 00 QRpFESS/ON AN ' � Z REGIS TERED SCI Vl N GI NEER w ` C 46803 ^ Lo J O v O v O v Exp. 6-30-11 ('_)l ONO o �o o °per o °oma v^� + co p + co v +(a v + CITY OF BAKERSFIELD `�� �P co �^ v^ v^ qT CIVIL ,, 1501 TRUXTUN AVENUE F' O . BAKERSFIELD, CA 93301 OF CAQ� o z o o REVISIONS No. DA TE DESCRIPTION a PARKIN s LOT 09/01/11 STORM DRAIN REVISION 0 FO -- — — — -- s _ ___ SIDEWAbp NQ h00 �� �N� o �^ F'C1j FO s 16 °17 13+63.15 0 ST. 3 / / +00.00 17TH ST 5 LQ v — 13 SD 14 4 TYP 17+09.75 0 ST. �, s v 4 TYP. TYP. 3 — �� w w T RiUEWA } SIDEWALK � 5 EXiSI NC �itiLI�1NG � d' 4` I GRATED JUNCTION m m m BOX TO REMAIN IN PLACE�rn PPRP? 1MA TE SEED TA E/4 ON � °,,° o SHEET S0-4 FOR h N o ^ REVISED DETAIL v � v v 1 17TH STREET �r WALK 22D TYP. PARKING LOT (770 171h VREET) Q STREET. 8+50.00 — 78+50. 00 QRpFESS/ON AN ' � Z REGIS TERED SCI Vl N GI NEER w ` C 46803 ^ Lo J O v O v O v Exp. 6-30-11 ('_)l ONO o �o o °per o °oma v^� + co p + co v +(a v + CITY OF BAKERSFIELD `�� �P co �^ v^ v^ qT CIVIL ,, 1501 TRUXTUN AVENUE F' O . BAKERSFIELD, CA 93301 OF CAQ� o z o o REVISIONS No. DA TE DESCRIPTION a PARKIN s LOT 09/01/11 STORM DRAIN REVISION 0 FO -- — — — -- s _ ___ SIDEWAbp NQ h00 �� �N� o �^ s 16 °17 _LY2. UA a __ 18 S° 3 / / on LQ v — 4 TYP 17+09.75 0 ST. v .....-9 _ IDEWALK DIRT LOT LA ,1 NQ ALLEY �N00 V.00 NQ h00 �� �N� o �^ v PPRP? 1MA TE EXIS T11 IG �, ROUN ABO SD �` ii ROUN ABO E SD off` 0 O o Dc 1 » 9fl A ^1:� (zn n -J49 LF 18 ACP ............................. 10 W 11 CITY OF BAKERSFIELD, CALIFORNIA 12 11ME 13 14 STORM DRAIN PROFILE 15 File Nome: Swr_sd imp Dro wn: TMA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: TMA Date: Feb. 7, 2011 Checked By.- VI -_S 16 -✓ �I J H 4 Op Div LOT m O H m m i v v o vJ (J �h �o �O �o ti 6z 6z cn Lo o cl� Ln ot: Ln co Z +- Z +- Z +- Z +- 18TH STREET SCALE HORIZ 1 " = 40' VERT 1 "= 2' °'o Z V. L Lp 17 I11 1 L pJ= m W LEGEND eCROSS-SECTION SEE SHEET SD -4, SD -5 & SD -6 �i CATCH BASIN ABANDON IN PLACE WITH FLOWABLE FILL. CONTRACTOR SHALL COMPLY WITH THE SPECIAL PROVISIONS AND ALL X X X HAZARDOUS MATERIAL REQUIREMENTS FOR ASBESTOS CONCRETE PIPE (ACP) STORM DRAIN MANHOLE — 12" PVC STORM DRAIN GENERAL NO TE: ALL STATIONING IS BASE ON "Q" STREET'S CENTERLINE CONSTRUCTION NOTES: OCONSTRUCT NEW SDMH PER C.O.B. STD. SW -2 OVER EX. ACP SD PIPE. OCONSTRUCT NEW CB PER C.O.B. STD. D-14 OCONSTRUCT NEW 12" PVC SD OPROPOSED MEDIANS TO BE CONSTRUCTED AFTER SO & SS IMPROVEMENTS. SEE MEDIAN PLANS. OREMOVE EXISTING CB OUTILITY CONFLICT; TO BE ADJUSTED/ RELOCATED BY 0 THERS REMOVE SECTION OF EX. ACP SD TO ALLOW FOR ONEW SD. CONTRACTOR SHALL COMPLY WITH THE SPECIAL PROVISIONS AND ALL HAZARDOUS MATERIAL REQUIREMENTS FOR ACP. 405 401 397 393 910011 wee -All - 10 7 O STREET — STORM DRAIN IMPROVEMENTS TRUXTUN AVENUE TO 24TH STREET �,s-as(p SHEE T NO. SD -1 OF 6 0 1 2 3 Q z m III m Q m O J Q m 0 w O r Q In CV Cj in 6j 0 CN O L 0 n Q) w C7 7) V) N C N Q E �I I / / z V) w 0 n w Q F- Cn F— V) O Y z ry w Li z z w 0 0 J / 04 HOLIDAY INN ALE MEMO TRUXTUN A VE. ,0 0 ESS /0N DEAN R�4 F�G� R GIST RED Cl Vl ENGINEE C 46803 c �o J rnoo J "� o o - �o � * P mer- La oo�;^ Zp. ^, - Ex 6-30-11 ►� ow o �o o a'^� O moo s ►� c0 o co v �' ►� CITY OF BAKERSFIELD Q) Q) v^ v� �^ v^ v� 9T CIVIL Q BAKERSFIELD,NCAV 93301 F �F CA��F�� Ln PE L' REVISIONS v v o Z o o f,- IF Q No. DA TE DESCRIP TION PARKING Lar PARK.°NG Lar 1 2 TYP. W..V. � � /' o o 8L — f V W.V. — — — V Fg rc��� ..n �, JI WS1GE bYAL� 2 13+63.15 0 ST. — — — _ 1 TYP..H. 10+00.00 17TH ST. 5 �� 7 ® s - SD 11 — 12 — S �„-13 14 sT 16 — —-17118 sW — — — — W.V 4 TYP. TYP. 3 = 4 TYP, 17+09.75 0 ST. E ..Y. w w L 4.T - c = _ v E ~ LEGEND — F -- t a.. _ SIDEWALK SIDEWALK — -/' SLiELtf _ �i �i _ 01 SIDEWALK aRtVEWA Rt WA Rt4EWA StfiEWALK _ �I �� W; V ,�� �y o CROSS- SEC TION SEE SHEET SD - 4, SD -5 & SD -6 PARKING Lar EX1SrtNG c.H 2 TYP. DtRr La2 TYP. V d BUILDING (' It l BARKING car `, J N DIRT Lar CATCH BASIN (720 17th STREET) � / 4 y � v 17TH STREET 0.' Q S TREET: 8+50.00 - 1&+50. 00 ALLEY j 0 j 0 j 0 OO O 18TH STREET e SCALE HOR/Z 1 " = 40' VERT 1 "= 2' 4 0 5 PPRO ROUN IMA TE ABO EXISTING SD ,�, Ln co PPRO ROUN MA IrE ABO 1h E SD 76 �'r ALLEY j 0 j 0 j 0 OO O 18TH STREET e SCALE HOR/Z 1 " = 40' VERT 1 "= 2' 4 0 5 PPRO ROUN IMA TE ABO EXISTING SD ,�, PPRO ROUN MA IrE ABO 1h E SD 76 �'r �� - w 405 fl2 0�� 6� oX� oo tk,y 401 — - — _ -� - - --_ ri - -- -- -- 401 397 39 7 � –349 LF 18* ACP D S70,32% 279 L 39 3 — 393 i � N C w S � . lq, 389 z ; z�W z ; ZW n Q389 i 385 385 9 10 11 12 13 14 15 16 17 18 STORM DRAIN PROFILE File Name: Swr_sd_imp Drawn: TMA Q STREET - STORM DRAIN IMPROVEMENTS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: TMA Date: Feb. 7, 2011 Checked By. it TRUXTUN AVENUE TO 24TH STREET SD -1 OF 6 0 1 2 3 a z m w m L.L 0 J Q m 0 w O J m I I Q Ln N cii Ln ao 0 N 0 0 w a c Q� 3 Q E I L I z w 0 w Q ry Cn V) 0 I V z rY w Li z z Li I 0 0 J ON ft EE ^�^ 6-:olo rn�� � �IO v Oma, co,,, NOS m0i 0 I GT�JND corner �o� mN0 V+co alai x, Z) es�D�� Qs v m �N zz m m Z Z v �N z UCA o 0 ALLEY DIRT tot APPROXIM,l TE EX113TING 7 J TYP. � IW 111111 I e 0 Nom L j N Z 0 T -- _-_ E -- —_ 90EWALK ALLEY 20TH STREET u�^ ALLEY Q S TREET: 78+50.00 - 28+50. 00 T r �rn� I GT�JND corner �o� mN0 V+co alai x, m�0 V+O es�D�� Qs 0 m Zz o zz m m �N UCA O� q o j o j j0 N LO v Z v I v Q v Ory. 00 0 00 0 00 0 0� ►� VN�o VNco L VNco VN'"� 19TH STREET 7 J TYP. � IW 111111 I e 0 Nom L j N Z 0 T -- _-_ E -- —_ 90EWALK ALLEY 20TH STREET u�^ ALLEY Q S TREET: 78+50.00 - 28+50. 00 T r �rn� �o� GT�JND corner �o� mN0 V+co ZOO x, m�0 V+O es�D�� Qs 0 +co zz �N UCA O� q o j o LO N LO v Z v I v 5 -- S — T un 27 27+49.64 0 ST. - w10�L4Q-0n 9.IST RIVE :�'xesra�ac BU1LL11NG (801 21ST Sr) 21ST STREET Q�pFESSI0N pEAN REGISTERED Q4 ENGINEERcx�C 46803 m * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF ciVl\- BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION o 0 N T TYP.0 � 3 / / _ W 4 i TYP,�z LEGEND eCROSS-SECTION SEE SHEET SD -4, SD -5 & SD -6 xlsrinlc CATCH BASIN U1t,01MC� '`A/ r ABANDON IN PLACE WITH FLOWABLE FILL. CONTRACTOR X X X SHALL COMPLY WITH THE SPECIAL PROVISIONS AND ALL HAZARDOUS MATERIAL REQUIREMENTS FOR ASBESTOS CONCRETE PIPE (ACP) r STORM DRAIN MANHOLE 12" PVC STORM DRAIN GENERAL NOTE: ALL STATIONING IS BASE ON "Q" STREET'S CENTERLINE CONS TRUC TION NO TES: SCALE HORIZ I" = 40' VERT 1 "= 2' I, = P0 N't,#1p OCONSTRUCT NEW SDMH PER C. 0. B. STD. S W- 2 0 VER EX. A CP SD PIPE. OCONSTRUCT NEW CB PER C.O.B. STD. D-14 OCONSTRUCT NEW 12" PVC SD OPROPOSED MEDIANS TO BE CONSTRUCTED AFTER SD & SS IMPROVEMENTS. SEE MEDIAN PLANS. OREMOVE EXISTING CB OUTILITY CONFLICT; TO BE ADJUSTED/ RELOCATED BY 0 THERS REM 0 VE SECTION OF EX. ACP SD TO ALLOW FOR ONEW SD. CON TRA C TOR SHALL COMPLY WITH THE SPECIAL PROVISIONS AND ALL HAZARDOUS MATERIAL REQUIREMENTS FOR ACP. 405 GT�JND AF �vg_ x, Qs zz �N UCA O� q o o j C Q v Ory. z L wL, , I, = P0 N't,#1p OCONSTRUCT NEW SDMH PER C. 0. B. STD. S W- 2 0 VER EX. A CP SD PIPE. OCONSTRUCT NEW CB PER C.O.B. STD. D-14 OCONSTRUCT NEW 12" PVC SD OPROPOSED MEDIANS TO BE CONSTRUCTED AFTER SD & SS IMPROVEMENTS. SEE MEDIAN PLANS. OREMOVE EXISTING CB OUTILITY CONFLICT; TO BE ADJUSTED/ RELOCATED BY 0 THERS REM 0 VE SECTION OF EX. ACP SD TO ALLOW FOR ONEW SD. CON TRA C TOR SHALL COMPLY WITH THE SPECIAL PROVISIONS AND ALL HAZARDOUS MATERIAL REQUIREMENTS FOR ACP. 405 GT�JND AF �vg_ x, �� • `� ���• N� Ory. 401 401 397 — _ 66 L -_ __ 397 99 16 ACP -0.33 CONST. 89 AF ® -- — _ _ TE U. _ ___ -- 12PVC SE 393 393 389 z, z�W z W z�W mm V_ �W 389 385 385 21 CITY OF BAKERSFIELD, CALIFORNIA 22 23 24 STORM DRAIN PROFILE File Name. Swr_sd_imp PUBLIC WORKS DEPARTMENT Job No.: T9KI17 Date: Feb. 7, 2011 25 Ora wn: TMA Engineer: TMA Checked By R 26 27 29 O STREET — STORM DRAIN IMPROVEMENTS TRUXTUN AVENUE TO 24TH STREET SHEE T NO. SD -2 OF 6 0 1 2 3 QRpFESS/ON DEAN w REGISTERED Cl Vl Lz ENGINEER Cr_ C 46803 * Exp. 6-30-11 j CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93301 OF CA\- REV/S/ON S No. DA TE DESCRIPTION 3 O/ G�s7RE DIRT LOT PARKING O O k DR1t4 NT 7 uw. s s s _ /29- -- — -- _. 30- 2+00 L" 30+96.14 Q — — — � — 10 foo. 00 22ND ST z Z G Q , - LEGEND mo PARKING CROSS-SECTION SEE SHEET SD-4y SD-5 & SD-6 J u Q vrtDaNG UILDING 9CATCH BASIN Z..?aax) i ABANDON IN PLACE WITH FLOWABLE FILL. CONTRACTOR mX X X SHALL COMPLY WITH THE SPECIAL PROVISIONS AND ALL CIO HAZARDOUS MATERIAL REQUIREMENTS FOR ASBESTOS CONCRETE PIPE (A CP) t i STORM DRAIN MANHOLE � � ALLEY 22ND STREET 12" PVC STORM GRAIN GENERAL NOTE: ALL STATIONING IS BASE ON "Q" STREET'S CENTERLINE QS TREET 28+50.00 - 32+00.00 CONS TRUC TION NO TES: Q SCALE O N )lCONSTRUCT NEW SDMH PER C.O.B. STD. HORiZ 1 = 40' SW-2 OVER EX. ACP SD PIPE. � VER T 1 "=2' 00 2O CONSTRUCT NEW CB PER C.O.B. STD. D-14 o O CONSTRUCT NEW 12" PVC SD N Z OPROPOSED MEDIANS TO BE CONSTRUCTED AFTER SD & SS IMPROVEMENTS. SEE MEDIAN PLANS. a O REMOVE EXISTING CB L 6 UTILITY CONFLICT; TO BE ADJUSTED/ RELOCATED BY >; O 0 THERS � o . REM 0 VE SECTION OF EX. ACP SD TO ALLOW FOR O NEW SD. CON TRA C TOR SHALL COMPLY WITH THE °' SPECIAL PROVISIONS AND ALL HAZARDOUS MATERIAL REQUIREMENTS FOR ACP. 905 405 ............. ............ in 407 401 z u' 3 9 7 CON TRUC 343 12" VC S S=0.207- W 397 0 W 393 393 � 389 z"' 389 Y 0) `D 385385 z w 28 29 30 31 32 z 0 z w z o S TORM DRA IN P-RA OFIL E os� r_ Y File Nome: Swr_sd imp Drawn: TMA — CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer. TMA Q STREET STORM DRAIN IMPROVEMENTS SHEET No. Date: Feb. 7, 2011 Checked By: TRUXTUN AVENUE TO 24TH STREET SD-3 OF 6 0 1 2 3 Q z m W m Q m O J Q I - m D W O J n O N I I I L 4 1 d C Q v t z l S c L C 0 N I I Q Ln N d6 Ln 6i 0 N 6� O a C) N w a Q) 3 a E U) -3:I co z 0 w 0 m III Q O (n F-- O I Y c� z ry Li w z z w I 0 0 J 04 O IN t--: Z A O STORM DRAIN SECTION SCALE: 1"-20' V_�� J _ v v v r ro 17r i I I I , 0i 25.8 LF 12" PVC-T,� SO S=0. 002 I I �' 40.2 LF 12" PVC SD S=0. 002 IL Imo— ---� Z� :,;t 16 Z� O STORM DRAIN SECT/ON SCALE.- 1 "=20' J Nm v v h6 18.0 LF 12" PVC SD S= 0.002 37.0 LF 12" PVC SD S= 0.002 JI Li L,�_r_ _--� ----- z: Z � STORM DRAIN SECT/ON -� SCALE: 17-20' CONSTRUCTION NOTE (TYP. ALL STORM DRAIN CROSS-SECTIONS O10"SS LINE SHALL BE REMOVED PRIOR TO THE CONSTRUCTION OF THE STORM DRAIN IMPROVEMENTS OWHERE EXISTING STORM DRAIN IS IN CONFLICT WITH THE NEW STORM DRAIN IMPROVEMENTS THE CONTRACTOR SHALL REMOVE A PORTION OF THE EXISTING STORM DRAIN TO ALLOW FOR THE CONSTRUCTION OF THE NEW IMPROVEMENTS. CITY OF BAKERSFIELD, CALIFORNIA I II 18.0 LF 12" PVC SD S=0..002 I I 37.0 LF 12" PVC SO S= 0.002 Z� Zaj Z� STORM DRAIN SECT/ON SCALE: 1 "=20' O O� STORM DRAIN SECTION 25.6 LF 12" PVC SO S= 0.002 O I �117 I' o ° IIPoo(z),LLJ I I 0I (("))40 ' ")40.4 LF 12" PVC 9 SD S- D 002 -- Oh Oo v N NO Z�In N � NcN Vi � � o 1 o STORM DRAIN SECT/ON h I II 18.0 LF 12" PVC SD S=0..002 I I 37.0 LF 12" PVC SO S= 0.002 Z� Zaj Z� STORM DRAIN SECT/ON SCALE: 1 "=20' O O� STORM DRAIN SECTION 25.6 LF 12" PVC SO S= 0.002 O I �117 I' o ° IIPoo(z),LLJ I I 0I (("))40 ' ")40.4 LF 12" PVC 9 SD S- D 002 -- PUBLIC WORKS DEPARTMENT File Nome.• Swr_sd imp Job No.: P9K 117 Date: Feb. 7, 2011 SCALE: 1"-20' SCALE: 1 "=20' Dra wn: TMA Engineer: TMA Checked By RJB 00 Nm' V. ^ Nm' v v —7 0 0 0(-� 25.6 LF 12" PVC 3 W SD S=0. 002 I ( ( �' � 40.4 LF 12" PVC 9 SD S= 0.002 �un � LO z— O STORM DRAIN SECT/ON % SCALE.- 1 "=20' Oh Oo v N NO Z�In N � NcN Vi o � m 0 1 o STORM DRAIN SECT/ON PUBLIC WORKS DEPARTMENT File Nome.• Swr_sd imp Job No.: P9K 117 Date: Feb. 7, 2011 SCALE: 1"-20' SCALE: 1 "=20' Dra wn: TMA Engineer: TMA Checked By RJB 00 Nm' V. ^ Nm' v v —7 0 0 0(-� 25.6 LF 12" PVC 3 W SD S=0. 002 I ( ( �' � 40.4 LF 12" PVC 9 SD S= 0.002 �un � LO z— O STORM DRAIN SECT/ON % SCALE.- 1 "=20' v 7A Irl I �° II I 18.0 LF 12" PVC S0— S=0. 002 DS=0.002 I I 37.0 LF 12" PVC SD S= 0.002 h h t6 L6 R STORM DRAIN SECT/ON Q ,OFESS/0N F� pEANor q� R F REGISTERED IL EN INFER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF vivo- BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION 1 / / 2 3 / / S4? J SCALE: 1"=20' OIh d Oh Oo v N NO N � NcN Vi o � m 0 N o v 7A Irl I �° II I 18.0 LF 12" PVC S0— S=0. 002 DS=0.002 I I 37.0 LF 12" PVC SD S= 0.002 h h t6 L6 R STORM DRAIN SECT/ON Q ,OFESS/0N F� pEANor q� R F REGISTERED IL EN INFER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF vivo- BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION 1 / / 2 3 / / S4? J SCALE: 1"=20' OIh d ^ _j Oo v NO Vi Z � I I 0 X52.6 LF 12" PVC I � SD S=0.002 Is SCALE: 1 "=20' O STREET - STORM DRAIN IMPROVEMENTS SHEET NO. TRUXTUN AVE TO 24TH STREET SD -5 OF 6 0 Vi Z � 2 S� STORM DRAIN SECT/ON SCALE: 1 "=20' O STREET - STORM DRAIN IMPROVEMENTS SHEET NO. TRUXTUN AVE TO 24TH STREET SD -5 OF 6 L cl LL cl c } d } cc C I- f c Q C C\ II Q L(; Lr (N O L L w C 6 CQ L I U) L / / Z cn w o III n Q U p, 0 I r Y C� Z_ CE w w z z w I D J / TRUXTUN A VE. 10 ■ r[;-; 4 SCALE HOR/Z 1 " = 40' VERT 1 "= 2' CITY OF BAKERSFIELD, ILLEY Q STREET. 8+50.00 - 78+50. 00 11 12 13 14 15 SANI TAR Y SEWER PR OFIL E File Name. Swr_sd_imp Drawn: TMA CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P9K117 Engineer: TMA Date: Feb. 7, 2011 Checked By 16 18TH STREET 17 �I �xrSnLr &UlLiit� � 0 LIM — — — stDrWAM OLr) — s �N I sn N 8 W Z I DIRT LOT I I QRpFESS/pN iv AN R q� <1. 92 REGIS VEED Cl IL ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD q CIVIC- 1507 TRUX TUN A VENUE BAKERSFIELD, CA 93301 F OF CA��F�� REVISIONS No. DA TE OESCRIP TION 09/01/11 SEWER LINE REVISIONS 2 / / 3 / / O STREET — SEWER IMPROVEMENTS TRUXTUN AVENUE TO 24TH STREET G,s-ash SHEET NO. SS -1 OF 6 0 1 2 3 — �- 00---- --W LO -+- 10+ s I9-_ .. _ — ~ Q T LLJ m Q 0 O J i m w O J a- 0 cijO N O N O L N E N Q u/ co 405 Q 401 cn Cn 397 CDz — - - �' w 393 0 a_ Q 389 U ry _ 9979-'L j .D_ CPQ C i Cn a 385 C.� z ry w w 9 z c� z w o 0 J `S TRUXTUN A VE. 10 ■ r[;-; 4 SCALE HOR/Z 1 " = 40' VERT 1 "= 2' CITY OF BAKERSFIELD, ILLEY Q STREET. 8+50.00 - 78+50. 00 11 12 13 14 15 SANI TAR Y SEWER PR OFIL E File Name. Swr_sd_imp Drawn: TMA CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P9K117 Engineer: TMA Date: Feb. 7, 2011 Checked By 16 18TH STREET 17 �I �xrSnLr &UlLiit� � 0 LIM — — — stDrWAM OLr) — s �N I sn N 8 W Z I DIRT LOT I I QRpFESS/pN iv AN R q� <1. 92 REGIS VEED Cl IL ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD q CIVIC- 1507 TRUX TUN A VENUE BAKERSFIELD, CA 93301 F OF CA��F�� REVISIONS No. DA TE OESCRIP TION 09/01/11 SEWER LINE REVISIONS 2 / / 3 / / O STREET — SEWER IMPROVEMENTS TRUXTUN AVENUE TO 24TH STREET G,s-ash SHEET NO. SS -1 OF 6 0 1 2 3 u c a u a c a C i i s Q L� c Z u Q c Z Q C 3 c E L 3 a 3 a Z U (ii W n W Q U cn ry cn E-- cn C1 I Y C� Z_ ry W W _Z U Z W I J / \o L 2 E t- G L G G c C Li c d r I I G Q LC C\ Cc T Cc c c L c C� LL > c c a 3 a E �I L I a 3 Z C� Fn W n W CL Q U U) G_ d I Y F— / C.� z G✓ w Li z z w I J M F -- Q z m I m Q m O Q F- m O w F- F - O J n I I 00 cijN N O N O L N E N Q N Cf) L F- Q I L I 3 cn 3 z CD (n w n w n Q U Cn CY F- cn F- cn C� I Y rn F- CD z ry III w z CD z w I D J / QRpFESS/0N DEAN R q� A< N z o o, REGISTERED ENGINEER C 46803 Exp. 6-30-11 CITY OF BAKERSFIELD J'�9 C1 V �� BAKERS1501 TRF-IELD,NCAVENUE 93301 /11 OF CAS-�F�� I i' REVISIONS INo. D° TE DESCR/P TION I &UtCL%itG � E EXISTING EXISTING EXlS77NG � „ BUILPNG I I BUILDING I BUtLti1NG OO L� DIRT LOT LF' F-9® r N 3 � 3 �` N r T s s s s �,. s -27 �.. 28 29- -- _ W 27+49.64 0 ST. _ _ — — — = 0 96.14 0 ST. - 4 / / z = pp.y. G "® Lc Y.H.-- LLJ m — Q < CUTiiVVii LEGEND i''�1 V� ---- NEW 8 "SS L INE 1 Q £XtS7FNG 8UlLDING EXdS1pyG EXfSidNG j BUILDING r"S7 BUIMNG i I ^► ! BUILDING ( BUILL E I X X X EX. 10 SS TO BE REMOVED 21ST STREET i ALLEY 22ND STREET .� SANITARY SEWER MANHOLE o � w � NO TE. - 0 0 o STATIONING IS BASE ON "Q" STREET'S CENTERLINE o ± ALL EXISTING UTILITIES SHALL BE PROTECTED /N PLACE I I U N <r CONSTRUCTION NOTES.- CONSTRUCT OTEs.•CONSTRUCT NEW SS DROP MANHOLE PER C.O.B. SCALE Q STREET: 28 -50.00 - 31+50. 00 O STD. SW -3 OVER EX. SS PIPE. Q H Rl _ 0 Z 1 40 N VER T 1 "= 2 ' � o �` 2O REMOVEX. SMH ciiQ Ln RETROFIT EX. SANITARY SEWER MANHOLE TO 00 N o OO BE A DROP MANHOLE o L L Rrs REMOVE EX. 10"SS LINE AFTER FLOW HAS BEEN �,✓ O RE-ROUTED TO EX. 33 "SS ON WEST SIDE OF o � ;% Q STREET L IV L ' PROPOSED MEDIANS TO BE CONSTRUCTED L 5O AFTER SD & SS IMPROVEMENTS. SEE MEDIAN � - --- - - PLANS. a� AP RCX. fXISTIN GRObND 405 2� ABOVE EX. 33" S o` � 405 — — 401 EAS DOWN CL OF 22ND ST. 4 C) -346. LF 1)" P' SSS 0.15% M 14 .3 LF 10" P C SS =Q 15%__ I ` �� E_ -_ _—� __ __ ' -°I 397 10 "S TO B REM VED. S E I I 397 3 CONS TRUCTI N NO E 2 F R MANHOLE R2.-MOVAL LOCA IONS. 393 �F� J 393 W 389 389 Q U) 385lZ Q�) 385 ' 4 ✓° c1 Cn C -S c� Y 381 381 w 27ZSAN 29 30 31 32 z c� z M Y SEWER PROFILE__j - 5 Y File Nome•Swr-sd ;mp Drawn: TMA Q STREET – SEWER IMPROVEMENTS SHEET NO. CITY OF B ERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P9K117 Engineer: TMA Date: Feb. 7, 2011 Checked By.- TRUXTUN AVENUE TO 24TH STREET SS -3 OF 6 0 1 2 3 00 � O • ,�c.��O�O p E A NZ� CID Ry�l F�G Q) REGISTERED ENGINEER C 46803LO ) rn o Exp. 6-30-11 a Cn z CITY OF BAKERSFIELD �P Cl 1501 TRUXTUN A VENUE z ( BAKERSFIELD, CA 93,301 OF CA��F REVISIONS M I No. DA TE DESCRIP TION �I LlI 3 10+00.00 22ND ST. 11 12 13 — -1111 All 111-7 H" 11 12 s z s C_ m 2 I 29+27.89 Q ST 1 F 10+00.00 ALLEYLEGEND 2 INEW 8 SS IN s — p. iH— X X X EX. 10 "SS TO BE REMOVED Q STREET Q STREET Ir SANITARY SEWER MANHOLE w NO TE.' STATIONING IS BASE ON ALLEY OR STREET CENTERLINE n ALL EXISTING UTILITIES SHALL BE PROTECTED IN PLACE CONS TRUC TION NOTES: 22ND S TREE T ALLEY - 22ND STREETAND21ST O sD. SwZT 0VE SEX SS PIPENHOLE PER C.OB. Q SCALE STREET U—) HORIZ 7 " = 40' N "2 REMOVE EX. SSMH 6j VER T 1 = 2' RETROFIT EX. SANITARY SEWER MANHOLE TO o, o N o O BE A DROP MANHOLE to) rn _ REMOVE EX. 10"SS LINE AFTER FLOW HAS BEEN zi a' �' o �°� �o c>, RE—ROUTED TO EX. 5J"55 ON WEST SIDE OF o o o N "0 „ S TREE T a S PROPOSED MEDIANS TO BE CONS TRUC TED LO LL_ o AFTER SD & SS IMPROVEMENTS. SEE MEDIAN >; v PLANS. C) 406 ��`�'� APPR X EX. GRO` 406 GRor APPR Ex. � 406 �pG. Q !ABOVE ABO V S 8' S E_– _- — -- -- -� �� 402 10 'SS SWEE S AND HEAD 4 — — - � _ _ SOOT DOW CL 0 Q S 0 2 EMO VE EXI4TM G MH' & 402 � � ____ _ �G M F X 10 "SS S= 0.17�' 97 E _ T _ _ --- _ E REM VE 10 'SS_ X 8 s> 1 398 i z N 398 91. LF 1 �9 8 Fn �IN I E"RCEp EXISTING 1 "SS_____.._ w [[ IN RCEP EXISING 394 _ 394 II 394 w 390 390 390 cn Z 10 11 12 13 10 11 12 13 z w w SANI TARY SEWER PROFILE z So-Al NI TA R Y SEWER PROFILE z 0 Y CITY OF BAKERSFIELD, File Nome:Swr-sd-imp Drawn: TMA Q STREET —SEWER IMPROVEMENTS SHEET No. CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P9K117 Engineer: TMA 9 Dote: Feb. 7, 2011 Checked By. g6 TRUXTUN AVENUE TO 24TH STREET SS— 4 OF 6 0 1 2 3 Q z m Q m c a m 0 w O J n I I Q Ln N cij Ln 6i O N G) O L w C) cn N c N 3 Q- E E I L I cn z ca �n w d w m Q U V) f-- O I U Z_ F W W z z w I r) J / \, 0 1 2 C L F F C C C I L( C, a L( a c 6 c i c L S Q LL c T U Q c a c 3 c E a a z C� w 0 a w n Q U Cy F— (n C� I r` Y Cn C� Z_ ry w w z CD z w I D J / M 0 N I I n N Q6 0 N L .Q Q L N �I Q) Q) Cn sN c� I Y I— c� z w w z CD z w 0 0 J M 13U I 12L 12U II CONTROLLER DETAIL N/E CORNER (NOT TO SCALE) QRpFESS/ON F� OCAN q� .e4V F2(j �_ m REGISERE_L ENGINEER EN lGINEER C 46803 y� Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF c/Vl\- BAKERSFIELD, CA 93301 OF CA\_\F REVISIONS No. DA TE DESCRIP TION REPLACE SHEET T-1 ADDENDUM 2 %& 4111111 NEW TIE-IN LOCATION OF EXISTING INTERCONNECT ADD LIGHTING TO CONDUCTOR SCHEDULE CONSTRUCT/ON NOTES: I1 1 10 CONTRACTOR SHALL INSTALL CITY FURNISHED TYPE 170E CONTROLLER AND 332 CABINET ASSEMBLY. SERVICE SHALL BE 120v/240v TYPE III -BF, FURNISHED AND INSTALLED BY THE CONTRACTOR. PULL BOX IN FRONT OF CONTROLLER SHALL BE 16. PULL BOX ADJACENT TO PG&E ELECTRICAL SERVICE POINT SHALL BE PG&E 1043459. LOC. 2❑ CONTRACTOR SHALL INSTALL CONDUIT FROM ELECTRICAL SERVICE POINT PG&E 1043459 PULL BOX TO TYPE III -BF SERVICE PEDESTAL.' I � SIGNS ALL OTHER PULL BOXES SHALL BE 15 UNLESS OTHERWISE NOTED. STANDARD LIGHTING VEHICLE WALK W -D ❑3 ALL NEW SIGNAL INDICATIONS SHALL BE 12" LED "RED," "GREEN," AND "YELLOW" PER SPECIFICATIONS REMARKS • - o00000000■■00000■0. SIGNALS ® CONTRACTOR SHALL DISCONNECT INTERCONNECT CONDUCTORS FROM THE EXISTING CONTROLLER CABINET AND PULL INTERCONNECT TO 0 POLE OR MASTARM MOUNTED o�.00■�00000©oo.�oo THE NEW CONTORLLER CABINET. 29-5-80 15' (E) V -1-E SMAS( A`)E SP -1- T 08 (E) 51 ALL PEDESTRIAN INDICA TION MODULES SHALL BE NEW, LED "UPRAISED HAND, " AND "WALKING PERSON" COMBO, INTERNA T/ONAL SYMBOL ® 10 (E) 50' (E) r r TYPES AS DETAILED /N THE SPECIFICATIONS. © LOCATIONS OF THE STANDARDS SHALL BE 4' MINIMUM BETWEEN FACE OF THE POLE AND THE FLOKINE, OR 5' BEHIND FLOWLINE WHERE L VA APPLICABLE, OR AS DIRECTED BY THE ENGINEER AT THE SITE. M CONTRACTOR SHALL INSTALL CITY SUPPLIED STREET NAME SIGNS PER SPECIAL PROVISIONS. 29-5-100 2X15' (S) ® CONTRACTOR SHALL REMOVE AND SAL VA GE EXISTING TRAFFIC SIGNAL POLE. 08 06 0 STREET 9 ❑ (S) 50' (S) F9 CONTRACTOR SHALL SALVAGE EXISTING OPT/COM DEVICES AND INSTALL TO NEW LOCATIONS AND PROVIDE CABLE AS NECESSARY AND AS (C) (C) 7❑ (S) SHOWN ON THE PLANS. C 10 CONTRACTOR SHALL REMOVE & SALVAGE EXISTING SIGNAL HEADS & PPB AS SHOWN ON THE PLANS. TV -2- T SP -1- T 06 (E) 08 (E) 11 CONTRACTOR SHALL REMOVE & SAL VA GE EXISTING CON TROLER CABINET & POWER PEDES TALL AS SHOWN ON THE PLANS. (E) (E) Q12 CONTRACTOR SHALL INSTALL NEW TYPE C LOOPS, 1A 0 13 CONTRACTOR SHALL INSTALL ADVANCED TYPE E LOOP DETECTORS 105' BACK FROM THE LIMIT LINE. 06 08 14 CONTRACTOR SHALL INSTALL ADVANCED TYPE E LOOP DETECTORS 185' BACK FROM THE LIMIT LINE. (S) 16 (C) (C) (C) Y 15 CONTRACTOR SHALL INSTALL ADVANCED TYPE E LOOP DETECTORS 230' BACK FROM THE LIMIT LINE. ET 26A-3-80 15' (E) SV-1-T(E) MAS (E) Y 16 REPLACE EXISTING PULL BOX WITH NEW PULL BOX. ® 10 (E) m� L T -MA T (E (E) (E) (E) FT 24-4-100 (S)35 2X15' (S) SV-1-T(C) MAS (C) 0 02 .. TRUXTUN AVE Q9 R3- 4 w (S) L T -MA T C (C) (C) (C) F- 0 - G lA TV -2- T SP -1- T 9 0 N I I n N Q6 0 N L .Q Q L N �I Q) Q) Cn sN c� I Y I— c� z w w z CD z w 0 0 J M 13U I 12L 12U II CONTROLLER DETAIL N/E CORNER (NOT TO SCALE) QRpFESS/ON F� OCAN q� .e4V F2(j �_ m REGISERE_L ENGINEER EN lGINEER C 46803 y� Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF c/Vl\- BAKERSFIELD, CA 93301 OF CA\_\F REVISIONS No. DA TE DESCRIP TION REPLACE SHEET T-1 ADDENDUM 2 %& 4111111 NEW TIE-IN LOCATION OF EXISTING INTERCONNECT ADD LIGHTING TO CONDUCTOR SCHEDULE CONDI, CONDUIT SIZE 2-4" 24" 3" (E) =EXISTING CONDUCTOR AA2 (N) = NEW RUN 3 DESIGNATION N N N 28 CONDUCTOR 4 4 2 9 CONDUCTOR - - - 5 CONDUCTOR - - - - #10 LIGHTING - 3 3 P 4 SERVICE (SECONDARY) • • • 000000000�000�00• �0©0©0 000 I00�00�00�����000000 0000 I1 1 I POLE SCHEDULE LOC. MAST ARM SIGNALS SIGNS ru to STANDARD LIGHTING VEHICLE WALK W -D PPB ST. NAME SIGN REMARKS • - o00000000■■00000■0. SIGNALS DONT WALK0 0 POLE OR MASTARM MOUNTED o�.00■�00000©oo.�oo AT 29-5-80 15' (E) V -1-E SMAS( A`)E SP -1- T 08 (E) 06 (E) ® 10 (E) 50' (E) r r (E) L VA BT 29-5-100 2X15' (S) sv-1- C MAS ( MA >C SP_ 1-T 08 06 0 STREET 9 ❑ (S) 50' (S) S T (C) (C) (C) 7❑ (S) L --MA T C 1A TV -2- T SP -1- T 06 (E) 08 (E) ® 10 (E) (E) (E) 1A TV -2- T SP -1- T 06 08 D (S) (C) (C) (C) (C) ET 26A-3-80 15' (E) SV-1-T(E) MAS (E) SP -1- T 02 08 ® 10 (E) 40' (E) L T -MA T (E (E) (E) (E) FT 24-4-100 (S)35 2X15' (S) SV-1-T(C) MAS (C) SP- 1-T 02 08 TRUXTUN AVE Q9 R3- 4 (S) L T -MA T C (C) (C) (C) 7❑ (S) G lA TV -2- T SP -1- T 08 08 ® 10 (E) (E) (E) (E) (E) 1A TV -2- T SP -1- T 08 02 H (S) (C) (C) (C) (C) I�. 29-5-80 15' (E) E V-1- MAS ( MAS �E SP -1- T 04 (E) 02 (E) ® 11 (E) 50' (E) AT (E) L 29-5-100 2x15' (S) SV -1- T C MAS (C Sp -,_T 04 02 0 STREET 10 (S) (S) 50' (S)L MST (C) (C) (C) D (S) C K 1A TV -2- T SP -1- T 02 (E) 04 (E) ® 10 (E) (E) (E) 1A TV-2- T SP -1- T 02 04 LT (S) (C) (C) (C) (C) 26A-3-80 (E) 15' (E) SV -1- T (E) SP -1- T 06 04 ® 10 40 (E) L MMA TEE (E) (E) (E) 24-4-100 (S) 2X15' (S) SV- 1- T (C) MAS (C) SP -1- T 06 04 TRUXTUN AVE Q9 RJ -4 35' (S) LTMATC (C) (C) (C) (S) O 1A TV -2- T SP -1- T 04 (E) 06 (E) ® 1 0 (E) (E) (E) 1A TV -2- T SP -1- T 04 06 F (S) (C) (C) 1 (C) (c) CONDI, CONDUIT SIZE 2-4" 24" 3" (E) =EXISTING CONDUCTOR AA2 (N) = NEW RUN 3 DESIGNATION N N N 28 CONDUCTOR 4 4 2 9 CONDUCTOR - - - 5 CONDUCTOR - - - - #10 LIGHTING - 3 3 P 4 SERVICE (SECONDARY) • • • 000000000�000�00• �0©0©0 000 I00�00�00�����000000 0000 DI I SLE SCHEDULE NOTES : 1 City Supplied, (C) Contractor Supplied, (E) Existing. w signal poles, signal poles and luminaire most arms, signal poles and luminaire most n connection hardware, and anchor bolts, will be City furnished and delivered by the ?tractor to the site from the Bakersfield Municipal Airport at 2000 South Union Avenue. ,7toct City's Electrical Supervisor at least 48 hours prior to pick-up. All other equipment awn in the pole schedule, except street name signs, shall be furnished by the contractor. pedestrian push buttons shall be per ADA Standard Specifications, and placed at a ,7imum height of 3 feet. GENERAL NOTES: 1 ALL UNUSED, SAL VA GED MA TER/AL SHALL BE DELI VERED, BY THE CONTRACTOR, TO BAKERSFIELD AIRPORT, 2000 S. UNION A VENUE. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (66 1) 326-3152. 2 ALL UTIL I TY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 3 SEE SHEET C-48 FOR FOUNDATION DETAILS. File Name: TSO Street 9_23 Drawn: K Boland O STREET — TRAFFIC SIGNAL MODIFICATION Job No.: T9K117 Engineer.• N Fidler Date: Apr. 15, 11 lChecked By. O STREET AT TRUXTUN AVENUE s- asc SHEE T NO. T-1 OF 11 0 1 2 3 05DOR .. DETECTOR o©oo■�■�o©oo■�oo©oo • - o00000000■■00000■0. o�.00■�00000©oo.�oo OF BAKERSFIELD, ALIFORNIA WORKSCITY —. PUBLIC DI I SLE SCHEDULE NOTES : 1 City Supplied, (C) Contractor Supplied, (E) Existing. w signal poles, signal poles and luminaire most arms, signal poles and luminaire most n connection hardware, and anchor bolts, will be City furnished and delivered by the ?tractor to the site from the Bakersfield Municipal Airport at 2000 South Union Avenue. ,7toct City's Electrical Supervisor at least 48 hours prior to pick-up. All other equipment awn in the pole schedule, except street name signs, shall be furnished by the contractor. pedestrian push buttons shall be per ADA Standard Specifications, and placed at a ,7imum height of 3 feet. GENERAL NOTES: 1 ALL UNUSED, SAL VA GED MA TER/AL SHALL BE DELI VERED, BY THE CONTRACTOR, TO BAKERSFIELD AIRPORT, 2000 S. UNION A VENUE. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (66 1) 326-3152. 2 ALL UTIL I TY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 3 SEE SHEET C-48 FOR FOUNDATION DETAILS. File Name: TSO Street 9_23 Drawn: K Boland O STREET — TRAFFIC SIGNAL MODIFICATION Job No.: T9K117 Engineer.• N Fidler Date: Apr. 15, 11 lChecked By. O STREET AT TRUXTUN AVENUE s- asc SHEE T NO. T-1 OF 11 0 1 2 3 0 N I I 101 w Q U) cn O i 0 z w w z z w I 0 0 J 1-11 R CONSTRUCT/ON NOTES 1❑ CONTRACTOR SHALL INSTALL CITY FURNISHED TYPE 170E CONTROLLER AND 332 CABINET ASSEMBLY. SERVICE SHALL BE 120v/240v TYPE III -BF, FURNISHED AND INSTALLED BY THE CONTRACTOR. PULL BOX IN FRONT OF CONTROLLER SHALL BE 16. PULL BOX ADJACENT TO PG&E ELECTRICAL SERVICE POINT SHALL BE PG&E 1043459. 2M CONTRACTOR SHALL INSTALL CONDUIT FROM ELECTRICAL SERVICE POINT PG&E 1043459 PULL BOX TO TYPE III -BF SERVICE PEDESTAL. ALL OTHER PULL BOXES SHALL BE 15 UNLESS OTHERWISE NOTED. 51 ALL NEW SIGNAL INDICA TIONS SHALL BE 12" LED "RED, " "GREEN, " AND "YELLOW" PER SPECIFICA TIONS. ® CON TRA C TOR SHALL DISCONNECT /N TERCONNEC T CONDUCTORS FROM THE EXISTING CONTROLLER CAB/NET AND PULL INTERCONNECT TO THE NEW CONTORLLER CABINET. R5 ALL PEDESTRIAN INDICATION MODULES SHALL BE NEW, LED "UPRAISED HAND," AND "WALKING PERSON" COMBO, /N TERNA TIONAL SYMBOL TYPES AS DETAILED IN THE SPECIFICATIONS. © LOCATIONS OF THE STANDARDS SHALL BE 4' MINIMUM BETWEEN FACE OF THE POLE AND THE FLOWL/NE, OR 5' BEHIND FLOWUNE WHERE APPLICABLE, OR AS DIRECTED BY THE ENGINEER AT THE SITE. F7 CONTRACTOR SHALL INSTALL CITY SUPPLIED STREET NAME SIGNS PER SPECIAL PROVISIONS ® CONTRACTOR SHALL REMOVE AND SAL VA GE EXISTING TRAFFIC SIGNAL POLE. F9 CONTRACTOR SHALL SALVAGE EXISTING OPTICOM DEVICES AND INSTALL' TO NEW LOCATIONS AND PROVIDE CABLE AS NECESSARY AND AS SHOWN ON THE PLANS 10 CONTRACTOR SHALL REMOVE & SAL VA GE EXISTING SIGNAL HEADS & PPB AS SHOWN ON THE PLANS 11 CONTRACTOR SHALL REMOVE & SAL VA GE EXISTING CON TROLER CABINET & POWER PEDES TALL AS SHOWN ON THE PLANS. 12 CONTRACTOR SHALL INSTALL NEW TYPE C LOOPS. 13 CONTRACTOR SHALL INSTALL ADVANCED TYPE E LOOP DETECTORS 105' BACK FROM THE LIMIT LINE. 14 CONTRACTOR SHALL INSTALL ADVANCED TYPE E LOOP DETECTORS 185' BACK FROM THE LIMIT LINE. 15 CONTRACTOR SHALL INSTALL ADVANCED TYPE E LOOP DETECTORS 230' BACK FROM THE LIMIT LINE. 16 CONTRACTOR SHALL DEMO TRAFFIC SIGNALS, CONDUITS AND PULL BOXES ON ALL FOUR CORNERS AND INSTALL TEMPORARY 4 WAY STOP SIGNS UNTIL NEW TRAFFIC SIGNALS ARE IN OPERATION. CONTROLLER DETAIL SIE CORNER (NOT TO SCALE) , 13+00 I CONDUCTOR [S-471 CONQUITSIZE ❑❑ . e e (E) = EXISTING CONDUCTOR FAICeeeeee ❑ : ee LOC. MASTARM SIGNALS SIGNS 17th STANDARD LIGHTING SIGNALS VEHICLE WALK DON'T WALK W -D 0 PPB XJ ST. NAME SIGN POLE OR MASTARM MOUNTED REMARKS A7 17-3-80 (E) em 0 #1 SP- 1-T 08 (E) ® 11 0 25' (E) MAS (E) (E) B7 17-3-100 (S) 2x15' (S) SV -1- T (C) SP -1- T 08 (C) 0 STREET Q9 R3- 4 20' (S) MAS (C) (C) E7 (S) 1A TV-2- T SP -1- T "1000"NOM 08 CAB C7 (S) (C) (C) #4 SERVICE (PRIMARY) (C) D7 17-3-80 (E) 15' (E) SV -1- T (E) SP -1- T 02 (E) ® 10 25' (E) MAS (E) (E) ° 1 DETECTOR 0000000®�000�0�®®��0 E7 19-4-100 (S) 2X15' (S) SV -1- T (C) SP -1- T 02 08 17TH STREET �9 R3- 4 28' (S) MAS (C) (C) (C) (C) (S) A TV -2- T SP- I- T 04 DETECTOR F71 (S) (C) (C) (C) G7 17-3-80 (E) SV- 1-T (E) SP- 1-T 04 (E) ® 10 30' (E) MAS (E) (E) H7 17-3-100 (S) 2x15' (S) SV -1- T (C) SP -1- T 00000aoo®■000�.000�®000 Q STREET 09 R,3-4 171(S) MAS (C) (C) (C) El (S) 1A TV -2- T SP -1- T 02 04 CRY OF BAKERSFIELD, I . PUBLIC" WORKS DEPARTMENT LU w N File Name.* IS 0 Street 9_23 Drawn: K Boland Job No.: T9K117 Engineer: N Fidler Date: Apr. 15, 11 Checked By - SCALE: I" = 20' SHEET T-3 CONTINUA TION QRpFESS/oN F� DEAN q� s / 2 11 � Q Gm REGI S TERED c.CL..IL(, E INFER C 46803 y� Exp. 6-30-11 N CITY OF BAKERSFIELD s� 1501 TRUXTUN AVENUE qTF C/V1 BAKERSFIELD, CA 93301 of CALIF REVISIONS No. DA TE DESCRIPTION Ni 41 11/ 11 REPLACE SHEET T-2 ADDENDUM 2 ADD LIGHT/NG TO CONDUCTOR SCHEDULE �2 POLE SCHEDULE NOTES : (S) City Supplied, (C) Contractor Supplied, (E) Existing. New signal poles, signal poles and luminaire most arms, signal poles and luminaire most arm connection hardware, and anchor bolts, will be City furnished and delivered by the contractor to the site from the Bokersfield Municipal Airport at 2000 South Union Avenue. Contact City's Electrical Supervisor at least 48 hours prior to pick-up. All other equipment shown in the pole schedule, except street name signs, shall be furnished by,fthe contractor. All pedestrian push buttons shall be per ADA, Standard Specifications, and placed at a minimum height of 3 feet. GENERAL NOTES 1 ALL UNUSED, SAL VA GED MA TERIAL SHALL BE DELI VERED, BY THE CONTRACTOR, TO BAKERSFIELD AIRPORT, 2000 S UNION AVENUE. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILI TY COMPANIES" FINAL RESPONSIBILITY FOR L OCA TING U TIL I TIES /N THE FIEL D IS THE CON TRA C TOR'S 3 SEE SHEET C-48 FOR FOUNDATION DETAILS. O STREET',- TRAFFIC SIGNAL MODIFICATION O STREET AT 17TH STREET FT_HEET NO. 2 OF 11 0 1' 2 3 [S-471 POLE SCHEDULE LOC. MASTARM SIGNALS SIGNS 17th STANDARD LIGHTING SIGNALS VEHICLE WALK DON'T WALK W -D 0 PPB XJ ST. NAME SIGN POLE OR MASTARM MOUNTED REMARKS A7 17-3-80 (E) SV-1-T(E) SP- 1-T 08 (E) ® 11 0 25' (E) MAS (E) (E) B7 17-3-100 (S) 2x15' (S) SV -1- T (C) SP -1- T 08 (C) 0 STREET Q9 R3- 4 20' (S) MAS (C) (C) E7 (S) 1A TV-2- T SP -1- T 06 08 C7 (S) (C) (C) (C) (C) D7 17-3-80 (E) 15' (E) SV -1- T (E) SP -1- T 02 (E) ® 10 25' (E) MAS (E) (E) E7 19-4-100 (S) 2X15' (S) SV -1- T (C) SP -1- T 02 08 17TH STREET �9 R3- 4 28' (S) MAS (C) (C) (C) (C) (S) A TV -2- T SP- I- T 08 F71 (S) (C) (C) (C) G7 17-3-80 (E) SV- 1-T (E) SP- 1-T 04 (E) ® 10 30' (E) MAS (E) (E) H7 17-3-100 (S) 2x15' (S) SV -1- T (C) SP -1- T 04 Q STREET 09 R,3-4 171(S) MAS (C) (C) (C) El (S) 1A TV -2- T SP -1- T 02 04 17 (S) (C) (C) (C) (C) J7 17-3-80 (E) 157 (E) SV- 1-T (E) SP -1-T 06 (E) ® 10 25' (E) MAS (E) (E) K7 19-4-100 (S) 2X15' (S) SV -1- T (C) SP -1- T 06 04 17TH STREET ❑9 R3-4 28' (S) MAS (C) (C) (C) (C) (S) 1A TV -2- T SP -1- T 04 L7 (S) (C) (C) (C) POLE SCHEDULE NOTES : (S) City Supplied, (C) Contractor Supplied, (E) Existing. New signal poles, signal poles and luminaire most arms, signal poles and luminaire most arm connection hardware, and anchor bolts, will be City furnished and delivered by the contractor to the site from the Bokersfield Municipal Airport at 2000 South Union Avenue. Contact City's Electrical Supervisor at least 48 hours prior to pick-up. All other equipment shown in the pole schedule, except street name signs, shall be furnished by,fthe contractor. All pedestrian push buttons shall be per ADA, Standard Specifications, and placed at a minimum height of 3 feet. GENERAL NOTES 1 ALL UNUSED, SAL VA GED MA TERIAL SHALL BE DELI VERED, BY THE CONTRACTOR, TO BAKERSFIELD AIRPORT, 2000 S UNION AVENUE. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILI TY COMPANIES" FINAL RESPONSIBILITY FOR L OCA TING U TIL I TIES /N THE FIEL D IS THE CON TRA C TOR'S 3 SEE SHEET C-48 FOR FOUNDATION DETAILS. O STREET',- TRAFFIC SIGNAL MODIFICATION O STREET AT 17TH STREET FT_HEET NO. 2 OF 11 0 1' 2 3 0 N I I N Q) Q) L Ln N 0 I) CONTROLLER DETAIL N/E CORNER (NOT TO SCALE) SE ON SI FOR CO CONDUCTOR SCHHEPULA CONSTRUCT/ON NOTES: SV -1- T (E) MAS (E) 10 CONTRACTOR SHALL INSTALL CITY FURNISHED TYPE 170E CONTROLLER AND 332 CABINET ASSEMBLY. SERVICE SHALL BE 120v/240v TYPE III -BF, FURNISHED AND INSTALLED BY THE CONTRACTOR. PULL BOX IN FRONT OF CONTROLLER SHALL BE 16. PULL BOX ❑❑ ❑D❑ ❑0� e ADJACENT TO PG&E ELECTRICAL SERV/CE PO/NT SHALL BE PG&E 1043459. 2X15' (S) M CONTRACTOR SHALL INSTALL CONDUIT FROM ELECTRICAL SERVICE POINT PG&E 1043459 PULL BOX TO TYPE 111 -BF SERVICE PEDESTAL, 08 (C) ALL OTHER PULL BOXES SHALL BE #5 UNLESS OTHERWISE NOTED. �9 0 ALL NEW SIGNAL INDICA TIONS SHALL BE 12" LED "RED, " "GREEN, " AND "YELLOW" PER SPECIFICA TIONS. ® CON TRA C TOR SHALL DISCONNECT /N TERCONNEC T CONDUCTORS FROM THE EXISTING CONTROLLER CAB/NET AND PULL /N TERCONNEC T TO TV -2- T SP -1- T THE NEW CONTORLLER CABINET. 08 F5 ALL PEDESTRIAN INDICA TION MODULES SHALL BE NEW, LED "UPRAISED HAND, " AND "WALKING PERSON" COMBO, INTERNA TIONAL SYMBOL JOE.[ TYPES AS DETAILED IN THE SPECIFICA T/ONS. © LOCATIONS OF THE STANDARDS SHALL BE 4' MIN/MUM BETWEEN FACE OF THE POLE AND THE FLOWLINE, OR 5' BEHIND FLOKINE WHERE .. ---.-" �■00000000■�o (C) APPL ICA BLE, OR AS DIRECTED BY THE ENG/NEER A T THE SI TE. F7 CONTRACTOR SHALL INSTALL CITY SUPPLIED STREET NAME SIGNS PER -SPECIAL PROVISIONS. 17-3-80 (E) ® CONTRACTOR SHALL REMOVE AND SALVAGE EXISTING TRAFFIC SIGNAL POLE. SP -1-T (E) 09 CON TRA C TOR SHALL SAL VA GE EXISTING OP T/COM DEVICES AND INSTALL TO NEW L OCA TIONS AND PROVIDE CABLE AS NECESSARY AND AS ® SHOWN ON THE PLANS. 02DETECTOR 00000000000 10 CONTRACTOR SHALL REMOVE & SALVAGE EX/ST/NG SIGNAL HEADS & PPB AS SHOWN ON THE PLANS. 2X15' (S) 11 CONTRACTOR SHALL REMOVE & SALVAGE EXISTING CONTROLER CABINET & POWER PEDESTALL AS SHOWN ON THE PLANS �z 12 CONTRACTOR SHALL INSTALL NEW TYPE C LOOPS. Q OJ 13 CONTRACTOR SHALL INSTALL ADVANCED TYPE E LOOP DETECTORS 105' BACK FROM THE LIMIT LINE. ' 14 CONTRACTOR SHALL INSTALL ADVANCED TYPE E LOOP DETECTORS 185' BACK FROM THE LIMIT LINE. Y �_ 15 CONTRACTOR SHALL INSTALL ADVANCED TYPE E LOOP DETECTORS 230' BACK FROM THE LIMIT LINE. Y 16 CONTRACTOR SHALL DEMO TRAFFIC SIGNALS, CONDUITS AND PULL BOXES ON ALL FOUR CORNERS AND INSTALL TEMPORARY 4 M Q WAY STOP SIGNS UNTIL NEW TRAFFIC SIGNALS ARE IN OPERATION. 0 SV-1-T(E) MAS (E) SP -1-T (E) LU O 10 25' (E) w 19-4-100 (S) 2X15' (S) 0 N I I N Q) Q) L Ln N 0 I) CONTROLLER DETAIL N/E CORNER (NOT TO SCALE) SE ON SI FOR CO CONDUCTOR SCHHEPULA CONDUITSIZE SV -1- T (E) MAS (E) SP -1- T (E) 08 (E) CONDUCTOR ❑❑ ❑D❑ ❑0� e m 2X15' (S) SV -1- T (C) MAS (C) SP -1- T (C) 08 (C) 0 STREET ❑7 (S) �9 R3- 4 �e�aase�■� 1A TV -2- T SP -1- T #10 LIGHTING 08 JOE.[ (S) (C) (C) .. ---.-" �■00000000■�o (C) DQ O 17-3-80 (E) 15' (E) SV-1-T(E) MAS (E) SP -1-T (E) ° 1 DETECTOR 0���00000�0 ® 10 02DETECTOR 00000000000 E Q c� 19-4-100 (S) 2X15' (S) SV-1-T(C) MAS (C) SP -1- T (C) 02 (C) 08 (C) 18TH STREET �7 (S) 09 04 DETECTOR 282(S) @1A (S) DETECTOR 0000000 SP -1- T (C) 000 o . DETECTOR 0000000000 Q 17-3-80 (E) SV-1-T(E) MAS (E) SP -1-T (E) 04 (E) ® 10 25' (E) H8 19-4-100 (S) 2X15' (S) SV-1-T(C) MAS (C) SP -1-T (C) 04 (C) CITY OF BAKERSFIELD, CALIFORA SCALE: I" = 20' M®®®M®®® m m : N �eeaa�■e� 2" 1 2" 1 2" ::ME PUBLIC WORKS DEPARTMENT v� Z File Name.* TS Q Street 9_23 Drawn: K Boland Job No.: T9K117 Engineer: N Fidler Date: Apr, 15, 11 Checked By: I.. QRpFESS/ON DEAN q� w REGIS TERED PA±�±NGINEER � C 46803 yt Exp. 6-30-11 N CITY OF BAKERSFIELD J� 1501 TRUX TUN A VENUEqTF C/ V I BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION *1 REPLACE SHEET T-3 ADDENDUM 2 4111111 1/ ADD LIGHTING TO CONDUCTOR SCHEDULE 371 / / I'S74-7I / / I POLE SCHEDULE LOC. MASTARM SIGNALS SIGNS 18th STANDARD LIGHTING VEHICLE WALK W -D PPB ST. NAME SIGN REMARKS SIGNALS DONT WALK,0' .0 POLE OR MAST ARM MOUNTED A8 17-3-80 (E) ©0000■�oo� SV -1- T (E) MAS (E) SP -1- T (E) 08 (E) ® 10 B Q C) 19-4-100 (S) 2X15' (S) SV -1- T (C) MAS (C) SP -1- T (C) 08 (C) 0 STREET ❑7 (S) �9 R3- 4 �e�aase�■� PUBLIC WORKS DEPARTMENT v� Z File Name.* TS Q Street 9_23 Drawn: K Boland Job No.: T9K117 Engineer: N Fidler Date: Apr, 15, 11 Checked By: I.. QRpFESS/ON DEAN q� w REGIS TERED PA±�±NGINEER � C 46803 yt Exp. 6-30-11 N CITY OF BAKERSFIELD J� 1501 TRUX TUN A VENUEqTF C/ V I BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION *1 REPLACE SHEET T-3 ADDENDUM 2 4111111 1/ ADD LIGHTING TO CONDUCTOR SCHEDULE 371 / / I'S74-7I / / I POLE SCHEDULE LOC. MASTARM SIGNALS SIGNS 18th STANDARD LIGHTING VEHICLE WALK W -D PPB ST. NAME SIGN REMARKS SIGNALS DONT WALK,0' .0 POLE OR MAST ARM MOUNTED A8 17-3-80 (E) 25 (E) SV -1- T (E) MAS (E) SP -1- T (E) 08 (E) ® 10 B Q C) 19-4-100 (S) 2X15' (S) SV -1- T (C) MAS (C) SP -1- T (C) 08 (C) 0 STREET ❑7 (S) �9 R3- 4 25' (S) 1A TV -2- T SP -1- T 06 08 C8 (S) (C) (C) (C) (C) DQ O 17-3-80 (E) 15' (E) SV-1-T(E) MAS (E) SP -1-T (E) 02 (E) ® 10 25' (E) E Q c� 19-4-100 (S) 2X15' (S) SV-1-T(C) MAS (C) SP -1- T (C) 02 (C) 08 (C) 18TH STREET �7 (S) 09 R3- 4 282(S) @1A (S) TV -2- T (C) SP -1- T (C) 08 (C) Q 17-3-80 (E) SV-1-T(E) MAS (E) SP -1-T (E) 04 (E) ® 10 25' (E) H8 19-4-100 (S) 2X15' (S) SV-1-T(C) MAS (C) SP -1-T (C) 04 (C) Q STREET El (S) a R3-4 25' (S) I 1A (S) TV -2- T (C) SP -1- T (C) 02 (C) 04 (C) �8 17-3-80 (E) 15' (E) SV -1- T (E) MAS (E) SP -1- T (E) 06 (E) ® 10 25' (E) @19-4-100 (s) 2X15' (S) SV -1- T (C) MAS (C) SP -1- T (C) 06 (C) 04 (C) 18TH STREET El (S) ] R3- 4 28' (S) Q1A (S) TV -2-T (C) SP -1-T (C) 04 (C) POLE SCHEDULE NOTES : (S) City Supplied, (C) Contractor Supplied, (E) Existing. New signal poles, signal poles and luminaire most arms, signal poles and luminaire most arm connection hardware, and anchor bolts, will be City furnished and delivered by the contractor to the site from the Bakersfield Municipal Airport at 2000 South Union Avenue. Contact City's Electrical Supervisor at least 48 hours prior to pick-up. All other equipment shown in the pole schedule, except street name signs, shall be furnished by the contractor. All pedestrian push buttons shall be per ADA Standard Specifications, and placed at a minimum height of 3 feet. GENERAL NOTES: 1 ALL UNUSED, SAL VA GED MA TER/AL SHALL BE DELI VERED, BY THE CONTRACTOR, TO BAKERSFIELD AIRPORT, 2000 S. UNION AVENUE. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 AL L U TIL I T Y L OCA TIONS SHO WN ARE APPROX/MA TE ONL Y, AND REPRESEN T THE BES T INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 3 SEE SHEET C-48 FOR FOUNDATION DETAILS O STREET — TRAFFIC SIGNAL MODIFICATION O STREET AT 18TH STREET 0 SHEET NO. T- 3 OF 1 I 7 2 3 0 N I I N 0-)I Q) U) 0 E - i V w w 6 !z V w CL w Q Cn c� I 0 z w Li z z w I D J OR CONSTRUCT/ON NOTES: a CONTRACTOR SHALL INSTALL CITY FURNISHED TYPE 170E CONTROLLER AND 332 CABINET ASSEMBLY SERVICE SHALL BE 120v/240v TYPE 111 -BF, FURNISHED AND INSTALLED BY THE CONTRACTOR. PULL BOX IN FRONT OF CONTROLLER SHALL BE 16. PULL BOX ADJACENT TO PG&E ELECTRICAL SERVICE POINT SHALL BE PG&E 1043459. 20 CONTRACTOR SHALL INSTALL CONDUIT FROM ELECTRICAL SERVICE POINT PG&E 1043459 PULL BOX TO TYPE III -BF SERVICE PEDESTAL. ALL OTHER PULL BOXES SHALL BE 15 UNLESS OTHERWISE NOTED. ALL NEW SIGNAL INDICA TIONS SHALL BE 12" LED "RED," "GREEN, " AND "YELLOW" PER SPECIFICA TIONS. ® CONTRACTOR SHALL DISCONNECT INTERCONNECT CONDUCTORS FROM THE EXISTING CONTROLLER CABINET AND PULL INTERCONNECT TO THE NEW CONTORLLER CABINET. F5 ALL PEDESTRIAN INDICA TION MODULES SHALL BE NEW, LED "UPRAISED HAND," AND "WALKING PERSON" COMBO, IN TERNA T/ONAL SYMBOL TYPES AS DETAILED IN THE SPECIFICATIONS © LOCATIONS OF THE STANDARDS SHALL BE 4' MINIMUM BETWEEN FACE ,OF THE POLE AND THE FLOKINE, OR 5' BEHIND FLOKINE WHERE APPLICABLE, OR AS DIRECTED BY THE ENGINEER AT THE SITE. 7❑ CONTRACTOR SHALL INSTALL CITY SUPPLIED STREET NAME SIGNS PER SPECIAL PROVISIONS. ® CONTRACTOR SHALL REMOVE AND SALVAGE EXISTING TRAFFIC SIGNAL POLE. 90 CONTRACTOR SHALL SALVAGE EXISTING OPT/COM DEVICES AND INSTALL TO NEW LOCATIONS AND PROVIDE CABLE AS NECESSARY AND AS SHOWN ON THE PLANS. 10 CONTRACTOR SHALL REMOVE & SAL VALE EXISTING SIGNAL HEADS & PPB AS SHOWN ON THE PLANS. 11 CONTRACTOR SHALL REMOVE & SALVAGE EXISTING CONTROLER CABINET & POWER PEDESTALL AS SHOWN ON THE PLANS. 12 CONTRACTOR SHALL INSTALL NEW TYPE C LOOPS 13 CONTRACTOR SHALL INSTALL ADVANCED TYPE E LOOP DETECTORS 105' BACK FROM THE LIMIT LINE. 14 CONTRACTOR SHALL INSTALL ADVANCED TYPE E LOOP DETECTORS 185' BACK FROM THE LIMIT LINE. 15 CONTRACTOR SHALL INSTALL ADVANCED TYPE E LOOP DETECTORS 230' BACK FROM THE LIMIT LINE. 16 CONTRACTOR SHALL DEMO TRAFFIC SIGNALS, CONDUITS AND PULL BOXES ON ALL FOUR CORNERS AND INSTALL TEMPORARY 4 WAY STOP SIGNS UNTIL NEW TRAFFIC SIGNALS ARE IN OPERATION. CONTROLLER DETAIL SIE CORNER (NOT TO SCALE) S S 171 U i T-1— 7 12 L1 _ I U G M.H. E E PG&E SER VICE POINT 12 16 SEE ci 9 SHEET T-3 FOR CON TIN A TION CONDUCTOR CONDUITSIZE ARM SIGNALS (E) = EXISTING CONDUCTOR SIGNS 9= 19th STANDARD LIGHTING VEHICLE WALK W -D PPB FAINA REMARKS SIGNALS DONT WALK0 0 POLE OR MAST ARM MOUNTED .... - o0000000000000� 17-3-80 SV-1-T(E) SP -1-T ... - 0000�000000000� ® 10 (E) 25' (E) MAS (E) #10 LIGHTING (E) PRE-EMPTION CABLE B 9 19-4-100 2X15' (S) ., - -- - 00000000000©00� 08 0 STREET "' • ' X00000000000©©� R3- 4 (S) 25' (S) MAS (C) (C) (C) oM• • o 3 DETECTOR �0000000000000� TV -2- T 0®000000000 06 08 05DETECTOR0 0�00�0��00000� (C) (C) 6 DE TEC TOR (C) 07DETECTOR D9 17-3-80 15' (E) SV -1- T (E) SP -1- T 02 ® 10 (E) 25' (E) CITY OF BAKERSFIELD, CALIFORNIA 0 G 000000 000000 0000 aPON WN I-"- M 0 KYA SCALE: I" = 20' -- F _— _ ---- -- — ---T ;�--- __--------FO - M 16L PUBLIC WORKS DEPARTMENT File Nome: IS 0 Street 9-23 Drawn: K Boland Job No.: T9K117 Engineer: N Fidler Date: Apr. 15, 11 Checked By.-. QRpFESS/ON pEAN R q� co REGISTERED CI VI L ENGINEER CY- C 46803 7U * Exp. 6-30-11 CITY OF BAKERSFIELDN q7 CIV 1501 TRUXTUN AVENUE F BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION 4 1 11 1 11 REPLACE SHEET T-4 ADDENDUM 2 i ADD LIGHTING TO CONDUCTOR SCHEDULE I-S-47wl POLE SCHEDULE LOC.MAST ARM SIGNALS SIGNS 9= 19th STANDARD LIGHTING VEHICLE WALK W -D PPB ST. NAME SIGN REMARKS SIGNALS DONT WALK0 0 POLE OR MAST ARM MOUNTED A9 17-3-80 SV-1-T(E) SP -1-T 08 ® 10 (E) 25' (E) MAS (E) (E) (E) B 9 19-4-100 2X15' (S) SV -1- T (C) SP -1- T 08 0 STREET 9❑ R3- 4 (S) 25' (S) MAS (C) (C) (C) El (S) 1A TV -2- T SP -1- T 06 08 C9 (S) (C) (C) (C) (C) D9 17-3-80 15' (E) SV -1- T (E) SP -1- T 02 ® 10 (E) 25' (E) MAS (E) (E) (E) E 9 19-4-100 2X15' (S) SV -1- T (C) SP -1- T 02 08 19TH STREET R3- 4 (S) 28' (S) MAS (C) (C) (C) (C) Q7 (S) 1A TV -2- T SP -1- T 08 (S) (C) (C) (C) G 17-3-80 SV-1-T(E) SP -1-T 04 ® 10 (E) 25' (E) MAS (E) (E) (E) H g 19-4-100 2X15' (S) SV -1- T (C) SP -1- T 04 0 STREET D9 R3- 4 (S) 25' (S) MAS (C) (C) (C) a (S) 1A TV -2-T SP -1-T 02 04 (S) (C) (c) (C) (C) J9 17-3-80 15' (E) SV -1- T (E) SP -1- T 06 ® 10 (E) 25' (E) MAS (E) (E) (E) K9 19-4-100 2X15' (S) SV -1- T (C) SP -1- T 06 04 19TH STREET R3- 4 (S) 28' (S) MAS (C) (C) (C) (C) 1A TV -2- T SP -1- T 04 L9 (S) (C) (C) (C) POLE SCHEDULE NOTES : (S) City Supplied, (C) Contractor Supplied, (E) Existing. New signal poles, signal poles and luminaire most arms, signal poles and luminaire most arm connection hardware, and anchor bolts, will be City furnished and delivered by the contractor to the site from the Bakersfield Municipal Airport at 2000 South Union Avenue. Contact City's Electrical Supervisor at least 48 hours prior to pick—up. All other equipment shown in the pole schedule, except street name signs, shall be furnished by the contractor. All pedestrian push buttons shall be per ADA Standard Specifications, and placed at a minimum height of 3 feet. GENERAL NOTES : 1 ALL UNUSED, SAL VA GED MA TER/AL SHALL BE DELI VERED, BY THE CONTRACTOR, TO BAKERSFIELD AIRPORT, 2000 S UNION AVENUE. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (65 1) 326-3152. 2 ALL UTILITY LOCATIONS SHOWN ARE APPROX/MA TE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTILITIES /N THE FIELD IS THE CONTRACTOR'S. 3 SEE SHEE T C- 48 FOR FOUNDA TION DE TAIL S O STREET - TRAFFIC SIGNAL MODIFICATION Q STREET AT 19TH STREET SHEE T N0. T-4 OF I1 1 2 3 0 z Q 0 M Y Y M 0 w 0 1 Cl 0 N I I NO N rn a� U) cn V v - C) F - i z c� w 0 w a. Q U U) Cn c� I rn c� z w w Z_ U Z W I D J N CONSTRUCT/ON NOTES: D CONTRACTOR SHALL INSTALL CITY FURNISHED TYPE 170E CONTROLLER AND 332 CABINET ASSEMBLY. SERVICE SHALL BE 120v/240v TYPE III -BF, FURNISHED AND INSTALLED BY THE CONTRACTOR. PULL BOX IN FRONT OF CONTROLLER SHALL BE 16. PULL BOX ADJACENT TO PG&E ELECTRICAL SERVICE POINT SHALL BE PG&E 1043459. 22 CONTRACTOR SHALL INSTALL CONDUIT FROM ELECTRICAL SERVICE POINT PG&E 1043459 PULL BOX TO TYPE Nl-BF SERVICE PEDESTAL. ALL OTHER PULL BOXES SHALL BE 15 UNLESS OTHERWISE NOTED. D ALL NEW SIGNAL INDICA TIONS SHALL BE 12" LED "RED, " "GREEN, " AND "YELLOW" PER SPECIFICA TIONS. D CON TRA C TOR SHALL DISCONNECT INTERCONNECT CONDUCTORS FROM THE EXISTING CONTROLLER CABINET AND PULL INTERCONNECT TO THE NEW CONTORLLER CABINET. R5 ALL PEDESTRIAN INDICA TION MODULES SHALL BE NEW, LED "UPRAISED HAND, " AND "WALKING PERSON" COMBO, IN TERNA TIONAL SYMBOL TYPES AS DETAILED IN THE SPECIFICATIONS. © LOCATIONS OF THE STANDARDS SHALL BE 4' MINIMUM BETWEEN FACE OF THE POLE AND THE FLOKINE, OR 5' BEHIND FLOWUNE WHERE APPLICABLE, OR AS DIRECTED BY THE ENGINEER AT THE SITE. D CONTRACTOR SHALL INSTALL CITY SUPPLIED STREET NAME SIGNS PER SPECIAL PROVISIONS. ® CONTRACTOR SHALL REMOVE AND SALVAGE EXISTING TRAFFIC SIGNAL POLE. F9 CONTRACTOR SHALL SALVAGE EXISTING OPT/COM DEVICES AND INSTALL TO NEW LOCATIONS AND PROVIDE CABLE AS NECESSARY AND AS SHOWN ON THE PLANS. 10 CONTRACTOR SHALL REMOVE & SALVAGE EXISTING SIGNAL HEADS & PPB AS SHOWN ON THE PLANS. 11 CONTRACTOR SHALL REMOVE & SAL VA GE EXISTING CON TROLER CABINET & POWER PEDES TALL AS SHOWN ON THE PLANS. 12 CONTRACTOR SHALL INSTALL NEW TYPE C LOOPS. 13 CONTRACTOR SHALL INSTALL ADVANCED TYPE E LOOP DETECTORS 105' BACK FROM THE LIMIT LINE. 14 CONTRACTOR SHALL INSTALL ADVANCED TYPE E LOOP DETECTORS 185' BACK FROM THE LIMIT LINE. 15 CONTRACTOR SHALL INSTALL ADVANCED TYPE E LOOP DETECTORS 230' BACK FROM THE LIMIT LINE. 16 CONTRACTOR SHALL DEMO TRAFFIC SIGNALS, CONDUITS AND PULL BOXES ON ALL FOUR CORNERS AND INSTALL TEMPORARY 4 WAY STOP SIGNS UNTIL NEW TRAFFIC SIGNALS ARE IN OPERATION. SEE/ ON SHEET T-4 FOR CONTINUATION 6 CONTROLLER DETAIL S/E CORNER (NOT TO SCALE) CONDUCTOR SCHEDULE `} CONDUIT SIZE 2-4„ 2-4„ 3„ 3„ 2„ 3„ 1 3„ 1 2„ 1 2„ 1 21' 2„ 2„ 2„ 2„ 2„ 2,, 2„ 2„ 2„ 2„ 2„ 1 2„ CITY OF BAKERSFIELD, CALIFORNIA PUBLIC {WORKS DEPARTMENT SCALE: I" = 20' J7U WAR QRpFESS IoVq DEAN Rq�� QD Q �, � GINEER w C 46803rn * Exp. 6-30-11 CITY OF BAKERSFIELDq CIV 1 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF REVISIONS CONDUCTOR AnDeDee❑eee❑ : em�0©m�m� DA TE mm❑®❑®0 ... . - 00000 000000000®00000 mor OOOo0�0O00000000®00000 1WargovWx "-4 FiM1PIPMEWS 2 2301��A��A�M���W.".P4�4�i #10 LIGHTING 3 / / 4 / / 16 SERVICE (SECONDARY) POLE SCHEDULE DETECTOR LOC. MAST ARM SIGNALS SIGNS 1= 21st STANDARD LIGHTING VEHICLE WALK W-D PPB ST. NAME SIGN REMARKS SIGNALS DONT WALK .O 0 POLE OR MAST ARM MOUNTED Al 17-3-80 SV-1-T(E) SP -1-T 08 F8 10 (E) 25' (E) MAS (E) (E) (E) B 1 19-4-100 2X15' (S) SV-1-T(C) SP -1-T (C) 08 (C) 0 STREET D (S) R3-4 (S) 25' (S) MAS (C) @1A TV -2-T SP -1-T 06 ® 161 (E) CITY OF BAKERSFIELD, CALIFORNIA PUBLIC {WORKS DEPARTMENT SCALE: I" = 20' J7U WAR QRpFESS IoVq DEAN Rq�� QD Q �, � GINEER w C 46803rn * Exp. 6-30-11 CITY OF BAKERSFIELDq CIV 1 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF REVISIONS POLE SCHEDULE NOTES (S) City Supplied, (C) Contractor Supplied, (E) Existing. New signal poles, signal poles and luminaire most arms, signal poles and luminaire most arm connection hardware, and anchor bolts, will be City furnished and delivered by the contractor to the site from the Bakersfield Municipal Airport at 2000 South Union Avenue. Contact City's Electrical Supervisor at least 48 hours prior to pick-up. All other equipment shown in the pole schedule, except street name signs, shall be furnished bythe contractor. All pedestrian push buttons shall be per ADA; Standard Specifications, and placed at a minimum height of 3 feet. GENERAL =NOTES : 1 ALL UNUSED, SALVAGED MA TERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO BAKERSFIELD AIRPORT, 2000 5 UNION AVENUE. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152 2 AL L U TIL I T Y L OCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESEN T THE BES T INFORMATION SUPPLIED BY THE VARIOUS UTILI TY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILI TIES- IN THE FIELD IS THE CONTRACTOR'S. 3 SEE SHEET C-48 FOR FOUNDATION DETAILS. L i, File Nome: TS O Street 9_23 Drawn: K Boland SHEET NO. O STREET.— TRAFFIC SIGNAL MODIFICATION Job No.: T9K117 Engineer: N Fidler Date: Apr. 15, 11 Checked By 0 STREET AT 21ST STREET AND 24TH STREET. T-5 OF 1 I 0 1: 2 3 No. DA TE DESCRIP TION 4111111 REPLACE SHEET T-5 ADDENDUM 2 ADD LIGHTING TO CONDUCTOR SCHEDULE 2 / / 3 / / 4 / / POLE SCHEDULE LOC. MAST ARM SIGNALS SIGNS 1= 21st STANDARD LIGHTING VEHICLE WALK W-D PPB ST. NAME SIGN REMARKS SIGNALS DONT WALK .O 0 POLE OR MAST ARM MOUNTED Al 17-3-80 SV-1-T(E) SP -1-T 08 F8 10 (E) 25' (E) MAS (E) (E) (E) B 1 19-4-100 2X15' (S) SV-1-T(C) SP -1-T (C) 08 (C) 0 STREET D (S) R3-4 (S) 25' (S) MAS (C) @1A TV -2-T SP -1-T 06 ® 161 (E) (E) (E) (E) lA TV -2- T SP -1- T 06 08 D 1 (S) (C) (C) (C) (C) E1 17-3-80 15' (E) SV-1-T(E) SP -1-T 02 ® 1 O (E) 25' (E) MAS (E) (E) (E) CF 1 24-4-100 2X15' (S) SV- 1-T (C) MAS (C) Sp -1-T 02 08 21ST STREET �9 R3- 4 (S)35' (S) L T -MA T (C) (C) (C) (C) D (S) G 1 1A TV -2- T SP -1- T 08 ® 10 (E) (E) (E) (E) TV -2-T SP -1-T 08 H11A (S) (C) (C) (C) I 1 17-3-80 SV-1-T(E) SP -1- T 04 ® 10 (E) 25' (E) MAS (E) (E) (E) J 1 19-4-100 2X15' (S) SV-1-T(C) SP -1- T (C) 04 0 STREET �7 (S) Q9 R3- 4 (S) 25' (S) MAS (C) (C) @1A TV -2-T SP -1-T 02 ® 11_O (E) (E) (E) (E) lA TV -2- T SP -1- T 02 04 L1 (S) (C) (C) (C) (C) M1 17-3-80 15' (E) SV-1-T(E) SP -1-T 06 ® 10 (E) 25' (E) MAS (E) (E) (E) N 1 24-4-100 2X15' (S) SV-1-T(C) MAS (C) Sp -1-T 06 04 21ST STREET RJ -4 (S)35' (S) (C) (C) (C) 0(S) LT -MAT C O 1 1A TV -2- T SP -1- T 04 ® 10 (E) (E) (E) (E) lA TV -2- T SP -1- T 04 P 1 (S) (c) (C) (c) POLE SCHEDULE NOTES (S) City Supplied, (C) Contractor Supplied, (E) Existing. New signal poles, signal poles and luminaire most arms, signal poles and luminaire most arm connection hardware, and anchor bolts, will be City furnished and delivered by the contractor to the site from the Bakersfield Municipal Airport at 2000 South Union Avenue. Contact City's Electrical Supervisor at least 48 hours prior to pick-up. All other equipment shown in the pole schedule, except street name signs, shall be furnished bythe contractor. All pedestrian push buttons shall be per ADA; Standard Specifications, and placed at a minimum height of 3 feet. GENERAL =NOTES : 1 ALL UNUSED, SALVAGED MA TERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO BAKERSFIELD AIRPORT, 2000 5 UNION AVENUE. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152 2 AL L U TIL I T Y L OCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESEN T THE BES T INFORMATION SUPPLIED BY THE VARIOUS UTILI TY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILI TIES- IN THE FIELD IS THE CONTRACTOR'S. 3 SEE SHEET C-48 FOR FOUNDATION DETAILS. L i, File Nome: TS O Street 9_23 Drawn: K Boland SHEET NO. O STREET.— TRAFFIC SIGNAL MODIFICATION Job No.: T9K117 Engineer: N Fidler Date: Apr. 15, 11 Checked By 0 STREET AT 21ST STREET AND 24TH STREET. T-5 OF 1 I 0 1: 2 3 STRIPING NOTES: o Q�pFESSEAN �, F 1O CONTRACTOR SHALL REMOVE CONFLICTING PA VEMENT MARKING/STRIPING AS INDICATED ON THE PLANS 01111 2 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) SIGNAGE NOTES: REGIS ERED_CIVILIII NGINEER C 46803 c O 3' � * Exp.6-30-11 O3 INSTALL TYPE IV ARROWS El INSTALL STREET SIGN R26 (CA) ® REMOVE AND REPLACE SIGN R26 (CA) 2 INSTALL STREET SIGN R6-1 (R) 9❑ REMOVE AND REPLACE SIGN R31 (CA) j�7 CITY OF BAKERSFIELD s�9T 4 INSTALL PAVEMENT MARKINGS ❑ ''' 1 O 3 INSTALL STREET SIGN R26B CA 10 REMOVE AND REPLACE SIGN R2-1 12 1501 TRUXTUN AVENUE CA1.�F0 ❑ ( ) ❑ BAKERSFIELD, CA 93301 INSTALL DETAIL 9 0 ® REMOVE AND REPLACE SIGN R -1 11 REMOVE AND REPLACE EXISTING SIGN 2' 6O REVISIONS INSTALL DETAIL 21 ❑5 REMOVE AND REPLACE SIGN R5-1 12 REMOVE AND REPLACE SIGN R3-7 O7 INSTALL DETAIL 31 © REMOVE AND REPLACE SIGN R81 (CA) 13 REMOVE AND REPLACE SIGN W11-2 CROSSWALK DETAIL No. DA TE DESCRIPTION O8 /NS TALL DETAIL 38 7❑ REMOVE AND REPLACE SIGN R6-1 (L) (DINSTALL DETAIL J9 SCALE: 1" = 20' 10 INSTALL 4" SOLID STRIPE 2 / 11 INSTALL PAINTED RED CURB I @ INSTALL 2' WIDE CROSS WALK STRIPING (WHITE) Q m u5TKEEr 0 _ - 6 jrl, I 1 _ « 10 35 MPH € ._ _1all— i_,_ #: p 81 m�" - _ _ __ —_ _ — - I t co LU 200 LF s 200 L F 5 � .�_ � � ---- — — — -- — � W 14J LF s _ 12 680 SF s 30 SF s 70 LF s 193 LF C/) N _ 8+00 9+00 LuI 3 _ 10+00- 11 +00'0_____ — — E-I-- 58 LF 7 100 LF s 75 SF s 136 SF 12 c J �-f s 12 126 SF 9 197 LF = J W _ U m W — - -- -- N -- --_____s________� ___—_______1_1 _F -_s 14 SF ' ----- _____-------------------------- ___ _______WU)12 100 LF 1 8 It T NJ u JI I - 1111 r i F 06 REMOVE AND REPLACE SIGN FROM TRAFFIC a � SIGNAL POLE TO NEW SIGN POLE TRUXTUN AVENUE 0 -� I SEE SHEET T-9 OF 11 F.H. ( I I .5-rKEET I Cn 10 LF E � -- v- �_3_ _T Ef-_------^------------- _____ ______________ �__ _ __ �0 25� _�_,- o 76 7-If c0 W E-- + 3 00 CN = 14 — — — — — — — 4 �■■ — — — — — L1_ U� 65 LF s 30 SF 3 '�"� �'�' 3 30 SF s 60 LF 272 LF 9 s 14 SF �� �� O 0 Q � "�'�� 2 108 F �'� 30 SF 2 108 SF 9 93 LF s 60 LF Q �„ L.Lj U) Z — — -- _ 15 2 17+00 18+00 + �- - , o I _ W I— W W L----- ---J o - z W w z> 60 LF 8 69 LF 9 "�� �■� 9 .� J W Q J — _ — _ �,.� ,�� 271 LF 60 LF s 108 S 2 s 93 LF _ m _� 108 SF 2 14 SF �� �� s 30 SF = �0 < W W W _ _____ ______ 255 LF �o ~ Q W ____-_--______ --� � _.� � w� � � �T ��� _ ___--_--_--------_----_----_-�__-_-------- ._ � _ a4 SF___ _ _ ao 85 LF-----_ � C� 10 LFz LLJ $ ill' iii I 17TH STREET 18TH STREET SEE,SHEET T-10 OF 11 SEE SHEET T-10 OF 11 File Nome: ITS 0 Street 9_23 Drawn: K Boland Q STREET — STRIPING MODIFICATION SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: N Fidler �l TRUXTUN AVE TO 24TH STREET T-6 OF 11 Date: Feb. 28, 11 Checked BY.- 155 L 0 1 2 5 AN I)I I� C -D z w 0 r,,,, r=:j 11 REGISTERED ENGINEER C 46803 10 LF T Exp. 6-30-11 - - - - _ Z'�z�''TCITY OF BAKERSFIELD 6 1501 TRUXTUN AVENUE 011- IFT El — I OF CAL\� BAKERSFIELD, CA 93301 - - - — - - - - - — - - - - --t7l -L-F- - - - - - - - - - - - - - - - ------------- ------- - m W REVISIONS + + W co-- No. DA TE OESCRIPTION Lj- 14 � -17 - - 0*4 U) < 0 179 LF SFS, 30 SF C-0 8 60 LF 203 LF < C/) U) -7-57TOU -1 J _ i _ _ i — o — �� 21+00 WL W uJ ui 179 LF k.J < = I & 60 LF jo SF __j 0 m U) 108 SF 108 SF 20J LF -117W W 0 Im < Lu < Lu C/) -4-744T-4air=-�_- 14 SF 195 LF ----------------- Lu -------------------- --- m 2E F.H. — — — — — --- — — — — — — — — c� 11 10 LF R6 . ...... LiCn 10 LF STRIPING NOTES } O CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT n- MARKING/STRIPING AS INDICATED ON THE PLANS. II O2 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) 0 � � I I� O3 INSTALL TYPE IV ARROWS INS TA L L PA VEMEN T MARK/NGS 19TH STREET O5 INS TA L L DE TA IL 9 SEE SHEET T-11 OF 11 SIGNAGE NOTES OINSTALL DETAIL 21 a- 3 1 F11INSTALL STREET SIGN R26 (CA) REMOVE AND REPLACE SIGN R26 (CA) O7 INSTALL DETAIL 31 (N INSTALL STREET SIGN R6-1 (R) ❑REMOVE AND REPLACE SIGN RX (CA) `� O8 12 INSTALL STREET SIGN R26B (CA) REMOVE AND REPLACE SIGN R2-1 INSTALL DETAIL 38 REMOVE AND REPL A CE SIGN R1-1 n1l REMOVE AND REPLACE EXISTING SIGN O9 INSTALL DETAIL 39 2 Q5 REMOVE AND REPLACE SIGN R5-1 12 REMOVE AND REPLACE SIGN R3-7 10 INS TA L L 4" SOL ID STRIPE CROSSWALK DETAIL REMOVE AND REPLACE SIGN R81 (CA) 13 REMOVE ANO REPLACE SIGN W1 1- 211 03 INS TA L L PA IN TED RED CURB M7 REMOVE AND REPLACE SIGN R6-1 (L) 0 M 0 F.H. 0 22, SF III Q O rKEET III IIIIII III 3: j 5 29 LF 10 LF 11 f ------------- F1❑�0 (D C75 25 MPH L -F o 14 2 28 SF Z65LT---------- m Lu SF CN 00 cn C*4 65 L F jo SF U) 30 SF 8 60 LF 266 L F 14 SF 0 J0 SF BJ LF 60 LF < U) 120 4F < 00 DDL 24+ cn r 1 25+00 2 2 W JO �8e uj tm I Lu -0 uJ W 65 LF 60 LF W 0 266 LF U5 60 LF 30 SF 9 83 LF r U) U Q . - -14 SF-" 0- 1 120 SF LIJ 7 LU --65 -L-F= 27 IF 4 UJ a_ - - - - - - - - - - - W ----------------------2-66-LF =-� 14 < U) Li - - - - - - - - — - - - - - cl- U) 8,3- L -F— < M 11 10 LF u Lu5 J0 LF 98LFlop IR CD 22 SF 4 . � N I �I o w 21ST STREET r I-) I SCALE: 1" 20' SEE SHEET T-1 1 OF 11 J `VFile Nome: IS 0 Street 9-23 Drawn: K Boland 0 STREET - STRIPING MODIFICATION SHEET NO. CRY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T,9K 117 Engineer: N Fidler Date: Feb. 28, 11 Checked BY.- TRUXTUN AVE TO 24TH STREET -7 OF 11 T 0 1 2 3 F 0 V 5-� m 0 n U-) Q) Q) cf) 0 cf) (D Lij r-) -F n LLJ n cr) cf) V) V 0-) ry L.Li CD 0 _ o + 00 LL - CN 0 to F- U JLu f r 182 LF 3: U) LIJ LIJ 10 LF11 75; cf) ------- 0 10 35 1IMPHt SIGNAGE NOTES: INSTALL STREET SIGN R26 (CA) [E] REMOVE AND REPLACE SIGN R26 (CA) DINSTALL STREET SIGN R6-1 (R) F9� REMOVE AND REPLACE SIGN RX (CA) M INSTALL STREET SIGN R268 (CA) 10 REMOVE AND REPLACE SIGN R2-1 F±] REMOVE AND REPL A CE SIGN R 1 -1 11 REMOVE AND REPLACE EXISTING SIGN F-51 REMOVE AND REPLACE SIGN R5-1 12 REMOVE AND REPLACE SIGN R3-7 REMOVE AND REPLACE SIGN R81 (CA) F� 13 REMOVE AND REPLACE SIGN W11-2 REMOVE AND REPLACE SIGN R6-1 (L) 1.83 LF SCALE: I" - 20' GESS/ON DEAN < REGISTERED C4Q,1=� ENGWEER C 46803 Exp. 6-30-11 CITY OF BAKERSFIELD 'p X N1501 TRUXTUN AVENUE e cm r"" - BAKERSFIELD, CA 9-3-301 OF- CAL11 12 REVISIONS 2' No. DA TE DESCRIP TION CROSSWALK DETAIL *i �1S 22 SF Q O rKE r r6l --- - - - - ----------- ------ ------------- (.0 ------------------- co 2 25 SF + Lu 4 14 SF 3 JO SFCO U) 8 60 LF' s 198 LF 1<C U) + U) r 32+00 r - - - - - - - - - - - - - 33+00 T - i i - - I + Lu L- - - - - - - - - - - -- - 60 LF 8 JO SF 3 0 198 LF __j Lu - 27 SF 2 ui L -F— ------------------- --==� Lu I F21 U) EE F.H. REMOVE AND REPLACE SIGNS FROM 22 SF STREET LIGHT POLE TO NEW SIGN POLE 4 22 SF a O rKEEr - - - - — - - - - — - j ------ ------------ R F91 --------------- --------------- co --- ------------------------------------------ M W tW�f + Lu 40 Z ZD SFr -r lEiF Cv) U) 9 65 LF 3 JO SF U) 9 65 LF JO SF 8 60 LF 25J LF JO SF U) .......... +00 ui uJ oo L 0 65 LF 9 60 LF 260 LF 60 LF Lu SF 14 SFO ---E < LL, 25 rz.�-= L -F- - - . . . ......... CD-- ---------- ----------------------- 264 -L-F -------------------------- ---------- F1 22 SF 4 � S1� CITY- OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: IS 0 Street 9-23 Drawn: K Boland Job No.: T9K117 Engineer: N Fidler Dote: Feb. 28, 11 lChecked BY M L I 14 SF 1,34 SF 0 STREET - STRIPING MODIFICATION TRUXTUN AVE TO 24TH STREET Pei SHEE T NO. T-8 OF I I 2 3 STRIPING NOTES :I O CON TRA C TOR SHALL REMOVE CONFLICTING PA VEMEN T MARKING/STRIPING AS INDICATED ON THE PLANS 0 INSTALL I' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) 0 INSTALL TYPE IV ARROWS 0 INSTALL PA VEMEN T MARKINGS 5O INSTALL DETAIL 9 6O INSTALL DETAIL 21 7O INSTALL DETAIL 31 8O INSTALL DETAIL 38 9O INSTALL DETAIL 39 10 INSTALL 4" SOLID STRIPE 11 INSTALL PAINTED RED CURB + 00 LL - CN 0 to F- U JLu f r 182 LF 3: U) LIJ LIJ 10 LF11 75; cf) ------- 0 10 35 1IMPHt SIGNAGE NOTES: INSTALL STREET SIGN R26 (CA) [E] REMOVE AND REPLACE SIGN R26 (CA) DINSTALL STREET SIGN R6-1 (R) F9� REMOVE AND REPLACE SIGN RX (CA) M INSTALL STREET SIGN R268 (CA) 10 REMOVE AND REPLACE SIGN R2-1 F±] REMOVE AND REPL A CE SIGN R 1 -1 11 REMOVE AND REPLACE EXISTING SIGN F-51 REMOVE AND REPLACE SIGN R5-1 12 REMOVE AND REPLACE SIGN R3-7 REMOVE AND REPLACE SIGN R81 (CA) F� 13 REMOVE AND REPLACE SIGN W11-2 REMOVE AND REPLACE SIGN R6-1 (L) 1.83 LF SCALE: I" - 20' GESS/ON DEAN < REGISTERED C4Q,1=� ENGWEER C 46803 Exp. 6-30-11 CITY OF BAKERSFIELD 'p X N1501 TRUXTUN AVENUE e cm r"" - BAKERSFIELD, CA 9-3-301 OF- CAL11 12 REVISIONS 2' No. DA TE DESCRIP TION CROSSWALK DETAIL *i �1S 22 SF Q O rKE r r6l --- - - - - ----------- ------ ------------- (.0 ------------------- co 2 25 SF + Lu 4 14 SF 3 JO SFCO U) 8 60 LF' s 198 LF 1<C U) + U) r 32+00 r - - - - - - - - - - - - - 33+00 T - i i - - I + Lu L- - - - - - - - - - - -- - 60 LF 8 JO SF 3 0 198 LF __j Lu - 27 SF 2 ui L -F— ------------------- --==� Lu I F21 U) EE F.H. REMOVE AND REPLACE SIGNS FROM 22 SF STREET LIGHT POLE TO NEW SIGN POLE 4 22 SF a O rKEEr - - - - — - - - - — - j ------ ------------ R F91 --------------- --------------- co --- ------------------------------------------ M W tW�f + Lu 40 Z ZD SFr -r lEiF Cv) U) 9 65 LF 3 JO SF U) 9 65 LF JO SF 8 60 LF 25J LF JO SF U) .......... +00 ui uJ oo L 0 65 LF 9 60 LF 260 LF 60 LF Lu SF 14 SFO ---E < LL, 25 rz.�-= L -F- - - . . . ......... CD-- ---------- ----------------------- 264 -L-F -------------------------- ---------- F1 22 SF 4 � S1� CITY- OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: IS 0 Street 9-23 Drawn: K Boland Job No.: T9K117 Engineer: N Fidler Dote: Feb. 28, 11 lChecked BY M L I 14 SF 1,34 SF 0 STREET - STRIPING MODIFICATION TRUXTUN AVE TO 24TH STREET Pei SHEE T NO. T-8 OF I I 2 3 0 z Q J O m m m 0 w 0 J m 0 N n N 0 N a5 N 0 0 0, -0 N mI Q) Q) L U) V) / / / Z 0 W Cl W Q C) (n V) V) 0 I Y rn CD z w w z CD z Li I k N SCALE: I" = 20' i ! I II I r9UXrUN A VENUE g IIf II I -J 5 109 LF 5 109 LF 8+00 — — 9+00 + - — CITY OF BAKERSFIELD, CALIFORNIA r 85 LF (�Y = �� 106 LF 5 3 30SF 106 L F 5+ 198 SF 12 { tl PUBLIC WORKS DEPARTMENT SIGNAGE NOTES: 10 INSTALL STREET SIGN R26 (CA) ® REMOVE AND REPLACE SIGN R26 (CA) E2 INSTALL STREET SIGN R6-1 (R) �9 REMOVE AND REPLACE SIGN R31 (CA) R3 INSTALL STREET SIGN R268 (CA) 10 REMOVE AND REPLACE SIGN R2-1 ® REMOVE AND REPLACE SIGN Rl -1 11 REMOVE AND REPLACE EXISTING SIGN Q5 REMOVE AND REPLACE SIGN R5-1 12 REMOVE AND REPLACE SIGN R3-7 © REMOVE AND REPLACE SIGN R81 (CA) 13 REMOVE AND REPLACE SIGN W11-2 R7 REMOVE AND REPLACE SIGN R6-1 (L) File Name* TS 0 Street 9_23 Drown: K Boland Job No.: T9K117 Engineer: N Fidler Dote: Feb. 28, 11 Checked By.- V,� 11.,, Lu LQ N Qj QROFESS/ON pEAN REGIS REDEN GI EER 0 46803 * Exp.6-30-11 /* CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF BAKERSFIELD, CA 93301 Op REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 4 5 109 LF 3 30 SF 5 109 LF - -,n885LF 11+00 _ 12+00 110 LF - - - � 110 LF )196 SF O STREET - STRIPING MODIFICATION TRUXTUN AVE TO 24TH STREET SHEE T NO. T-9 OF 11 0 1 2 3 STRIPING NOTES: 1O CONTRACTOR SHALL REMOVE CONFLICTING PA VEMENT MARKING/STRIPING AS INDICATED ON THE PLANS. O2 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O3 INSTALL TYPE IV ARROWS 0INSTALL PAVEMENT MARKINGS O5 INSTALL DETAIL 9 O6 INSTALL DETAIL 21 O7 INSTALL DETAIL 31 O8 INSTALL DETAIL 38 O9 INSTALL DETAIL 39 10 INSTALL 4" SOLID STRIPE GINSTALL PAINTED RED CURB -0INSTALL 2' WIDE CROSS WALK STRIPING (WHITE) N SCALE: I" = 20' i ! I II I r9UXrUN A VENUE g IIf II I -J 5 109 LF 5 109 LF 8+00 — — 9+00 + - — CITY OF BAKERSFIELD, CALIFORNIA r 85 LF (�Y = �� 106 LF 5 3 30SF 106 L F 5+ 198 SF 12 { tl PUBLIC WORKS DEPARTMENT SIGNAGE NOTES: 10 INSTALL STREET SIGN R26 (CA) ® REMOVE AND REPLACE SIGN R26 (CA) E2 INSTALL STREET SIGN R6-1 (R) �9 REMOVE AND REPLACE SIGN R31 (CA) R3 INSTALL STREET SIGN R268 (CA) 10 REMOVE AND REPLACE SIGN R2-1 ® REMOVE AND REPLACE SIGN Rl -1 11 REMOVE AND REPLACE EXISTING SIGN Q5 REMOVE AND REPLACE SIGN R5-1 12 REMOVE AND REPLACE SIGN R3-7 © REMOVE AND REPLACE SIGN R81 (CA) 13 REMOVE AND REPLACE SIGN W11-2 R7 REMOVE AND REPLACE SIGN R6-1 (L) File Name* TS 0 Street 9_23 Drown: K Boland Job No.: T9K117 Engineer: N Fidler Dote: Feb. 28, 11 Checked By.- V,� 11.,, Lu LQ N Qj QROFESS/ON pEAN REGIS REDEN GI EER 0 46803 * Exp.6-30-11 /* CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF BAKERSFIELD, CA 93301 Op REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 4 5 109 LF 3 30 SF 5 109 LF - -,n885LF 11+00 _ 12+00 110 LF - - - � 110 LF )196 SF O STREET - STRIPING MODIFICATION TRUXTUN AVE TO 24TH STREET SHEE T NO. T-9 OF 11 0 1 2 3 0 N I I l N Q) L 0 z 0 U5 w 0 w a Q U m V) 0 46 LF 77 LF 9+00 SIGNAGE NOTES: El INSTALL STREET SIGN R26 (CA) ® REMOVE AND REPLACE SIGN R26 (CA) Q2 INSTALL STREET SIGN R6-1 (R) Q9 REMOVE AND REPLACE SIGN R31 (CA) Q3 INSTALL STREET SIGN R26B (CA) 10 REMOVE AND REPLACE SIGN R2-1 ® REMOVE AND REPLACE SIGN R1-1 11 REMOVE AND REPLACE EXISTING SIGN Q5 REMOVE AND REPLACE SIGN R5-1 12 REMOVE AND REPLACE SIGN R3-7 © REMOVE AND REPLACE SIGN R81 (CA) 13 REMOVE AND REPLACE SIGN W11-2 �7 REMOVE AND REPLACE SIGN R6-1 (L) N SCALE: I" = 20' 3' 2� CROSSWALK DETAIL STA 13+39.27 - 48343' LT END 50' JJIDUS OTKEET 17TH i 115 LF 11 \ 15 LF 11 Aj— rr IkA PRO TEC T IN PLACE it i o iii vJ STA 8+11 49 0 7171' RT STA 8+91.49 5.2829' LT 10 3 LF f� 18TH OrKEEr t �` 10 9 LF 268 SF 1 BEGIN 6'X80' TAPER 237 LF s END 6'X80' TAPER 84 SF 2 �' +- - 8 �... 3 ,30 SF V+00 s 65 . LF– WIN 10 00 9 170 LF STA 12+48.51 N0.2192' L T �e__ w- -_ 12+00 END 1 'X60' TAPER 13+00 STA 7+51.49 0.2829 L T - . _._.. BEGIN 1 x6o' TAPER 65 LF s �� � s 255 LF - -- 30 SF 3 2 84 SF S TA 11 +O8 51 - 4 7808' R T S TA 11 + 88.51 N 1.2192' L T 1 298 SF QRpFESS/pN q STRIPING NOTES : O CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKING/STRIPING AS INDICATED ON THE PLANS. O2 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O3 INSTALL TYPE IV ARROWS O4 INSTALL PAVEMENT MARKINGS 0INSTALL DETAIL 9 0INSTALL DETAIL 21 07INSTALL No. DETAIL 31 O8 INSTALL DETAIL 38 O9 INSTALL DETAIL 39 10 INSTALL 4" SOLID STRIPE 11 INSTALL PAINTED RED CURB 46 LF 77 LF 9+00 SIGNAGE NOTES: El INSTALL STREET SIGN R26 (CA) ® REMOVE AND REPLACE SIGN R26 (CA) Q2 INSTALL STREET SIGN R6-1 (R) Q9 REMOVE AND REPLACE SIGN R31 (CA) Q3 INSTALL STREET SIGN R26B (CA) 10 REMOVE AND REPLACE SIGN R2-1 ® REMOVE AND REPLACE SIGN R1-1 11 REMOVE AND REPLACE EXISTING SIGN Q5 REMOVE AND REPLACE SIGN R5-1 12 REMOVE AND REPLACE SIGN R3-7 © REMOVE AND REPLACE SIGN R81 (CA) 13 REMOVE AND REPLACE SIGN W11-2 �7 REMOVE AND REPLACE SIGN R6-1 (L) N SCALE: I" = 20' 3' 2� CROSSWALK DETAIL STA 13+39.27 - 48343' LT END 50' JJIDUS OTKEET 17TH i 115 LF 11 \ 15 LF 11 Aj— rr IkA PRO TEC T IN PLACE it i o iii vJ STA 8+11 49 0 7171' RT STA 8+91.49 5.2829' LT 10 3 LF f� 18TH OrKEEr t �` 10 9 LF 268 SF 1 BEGIN 6'X80' TAPER 237 LF s END 6'X80' TAPER 84 SF 2 �' +- - 8 �... 3 ,30 SF V+00 s 65 . LF– WIN 10 00 9 170 LF STA 12+48.51 N0.2192' L T �e__ w- -_ 12+00 END 1 'X60' TAPER 13+00 STA 7+51.49 0.2829 L T - . _._.. BEGIN 1 x6o' TAPER 65 LF s �� � s 255 LF - -- 30 SF 3 2 84 SF S TA 11 +O8 51 - 4 7808' R T S TA 11 + 88.51 N 1.2192' L T 1 298 SF QRpFESS/pN q �c�0 pEAN REGISTERED ENGINEER C 46803 * Exp. 6-30-11 N _, CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE F �F BAKERSFIELD, CA 93301 CAL�F� REVISIONS No. DA TE DESCRIP TION ,2 .3 13+46.52 21 LF 35 SF CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: TS 0 Street 9_23 Job No.: T9K 117 Date: Feb. 28, 11 ® 4 BEGIN 6'X80' TAPER BEGIN 1 'X60' TAPER 14 SF 9 T55 LF - - –� -- _ _+- � -+- 10 6 LF ii ii 2:T 3€ Drawn: K Boland Engineer: N Fidler Checked By vl, k O STREET — STRIPING MODIFICATION TRUX TUN A VE TO 24TH STREET 11 SHEET NO. T-10 OF 11 1 2 3 0 z Q J O m Y ry Y m W H O J n 0 N ^n a - N 0 N 00 N a d 0 (11l 0 V d L 0) -0 z 0_ � N w 0 7- a - III w Q m cn 0 i Y 0) z ry w w z z Li 0 0 J M 7+00 SIGNAGE NOTES: 1❑ INSTALL STREET SIGN R26 (CA) ® REMOVE AND REPLACE SIGN R26 (CA) 0INSTALL STREET SIGN R6-1 (R) ❑ REMOVE AND REPLACE SIGN R31 (CA) ❑3 INSTALL STREET SIGN R26B (CA) 10 REMOVE AND REPLACE SIGN R2-1 ® REMOVE AND REPLACE SIGN R1-1 11 REMOVE AND REPLACE EXISTING SIGN ❑5 REMOVE AND REPLACE SIGN R5-1 12 REMOVE AND REPLACE SIGN R3-7 © REMOVE AND REPLACE SIGN R81 (CA) 13 REMOVE AND REPLACE SIGN W11-2 ❑7 REMOVE AND REPLACE SIGN R6-1 (L) -4-- -' STA 8+91.59 5.3189' LT STA 5+11.59 - 0.6821 ' RT , BEGIN 6'X80' TAPER 8+00 253 L F END 6 X80 TAPER N SCALE: I" = 20' -9„r 12 2' CROSSWALK DETAIL QRpFESS/pN pEAN R q� REGISTERED—L ENGINEER C 46803 y� Exp. 6-30-11 CITY OF BAKERSFIELD P C 1501 TRUXTUN AVENUE qTF 1 ���' BAKERSFIELD, CA 93301 OF CA,0F REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / I Ir � ® I I 19TH OTKEEr N — — 84 SF s. 3 30 SF s 65 LF .. ' 10-00 STA 12+48.47 N0. 1983Ll 12+00 END 1 'X60' TAPER 13+00 STA 7+51.59^�0.3771LT 176 SF 1 BEGIN 1'X60' TAPER 6 255 LF 10 9 LF 65 LF 8 2 84 SF STA 11+88.47 - 1.1976' LT 1 298 SF + 30 SF 3 �■ STA 11+08.47 N 4.8035' R T ER BEGIN 6'X80' TAPER __ 9 27 LF ❑ --_ -. REMOVE AND REPLACE SI GN ' FROM TRAFFI C — — . SIGNAL POLE TO NEW SIGN POLE REMOVE AND REPLACE SIGN FROM TRAFFIC 210TOrKEET SIGNAL POLE TO NEW SIGN POLE 1 55 LF s -®- -- -- ® ... L0JOSF 3 55 LF 3 30 SF 8+0 �� 10. 00 �' s 65 L F 6 280 L F STA 12+49.85 -0.1980' LT — - 12+00 END 1'X60' TAPER 13+00 55 L F s 96 SF—'�' �■� 96 SF o STA 11+8,9.85 - 1.1985' L T 1 343 SF 4 8 SF S 11 + 09.85 ^- 4.8008 R T 7 55 L F BEGIN 1 'X60' TAPER _ __— — --- - - = = - 9 55 LF I 14 SF 1* -T Lu LQ REMOVE AND REPLACE SIGN FROM TRAFFIC ° ® SIGNAL POLE TO NEW SIGN POLE N File Nome: TS 0 Street 9_23 Drawn: K Boland O STREET - STRIPING MODIFICATION SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: N Fidler Date: Feb. 28, 11 Checked By TRUXTUN AVE TO 24TH STREET T-11 OF 11 0 1 2 3 4 A STRIPING NOTES: 1O CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKING/STRIPING AS INDICATED ON THE PLANS. O2 INSTALL I' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O3 INSTALL TYPE IV ARROWS O4 INSTALL PAVEMENT MARKINGS O5 INSTALL DETAIL 9 O6 INSTALL DETAIL 21 O7 INSTALL DETAIL 31 O8 INSTALL DETAIL 38 O9 INSTALL DETAIL 39 10 INSTALL 4" SOLID STRIPE 11 INSTALL PAINTED RED CURB SIGNAGE NOTES: 1❑ INSTALL STREET SIGN R26 (CA) ® REMOVE AND REPLACE SIGN R26 (CA) 0INSTALL STREET SIGN R6-1 (R) ❑ REMOVE AND REPLACE SIGN R31 (CA) ❑3 INSTALL STREET SIGN R26B (CA) 10 REMOVE AND REPLACE SIGN R2-1 ® REMOVE AND REPLACE SIGN R1-1 11 REMOVE AND REPLACE EXISTING SIGN ❑5 REMOVE AND REPLACE SIGN R5-1 12 REMOVE AND REPLACE SIGN R3-7 © REMOVE AND REPLACE SIGN R81 (CA) 13 REMOVE AND REPLACE SIGN W11-2 ❑7 REMOVE AND REPLACE SIGN R6-1 (L) -4-- -' STA 8+91.59 5.3189' LT STA 5+11.59 - 0.6821 ' RT , BEGIN 6'X80' TAPER 8+00 253 L F END 6 X80 TAPER N SCALE: I" = 20' -9„r 12 2' CROSSWALK DETAIL QRpFESS/pN pEAN R q� REGISTERED—L ENGINEER C 46803 y� Exp. 6-30-11 CITY OF BAKERSFIELD P C 1501 TRUXTUN AVENUE qTF 1 ���' BAKERSFIELD, CA 93301 OF CA,0F REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / I Ir � ® I I 19TH OTKEEr N — — 84 SF s. 3 30 SF s 65 LF .. ' 10-00 STA 12+48.47 N0. 1983Ll 12+00 END 1 'X60' TAPER 13+00 STA 7+51.59^�0.3771LT 176 SF 1 BEGIN 1'X60' TAPER 6 255 LF 10 9 LF 65 LF 8 2 84 SF STA 11+88.47 - 1.1976' LT 1 298 SF + 30 SF 3 �■ STA 11+08.47 N 4.8035' R T ER BEGIN 6'X80' TAPER __ 9 27 LF ❑ --_ -. REMOVE AND REPLACE SI GN ' FROM TRAFFI C — — . SIGNAL POLE TO NEW SIGN POLE REMOVE AND REPLACE SIGN FROM TRAFFIC 210TOrKEET SIGNAL POLE TO NEW SIGN POLE 1 55 LF s -®- -- -- ® ... L0JOSF 3 55 LF 3 30 SF 8+0 �� 10. 00 �' s 65 L F 6 280 L F STA 12+49.85 -0.1980' LT — - 12+00 END 1'X60' TAPER 13+00 55 L F s 96 SF—'�' �■� 96 SF o STA 11+8,9.85 - 1.1985' L T 1 343 SF 4 8 SF S 11 + 09.85 ^- 4.8008 R T 7 55 L F BEGIN 1 'X60' TAPER _ __— — --- - - = = - 9 55 LF I 14 SF 1* -T Lu LQ REMOVE AND REPLACE SIGN FROM TRAFFIC ° ® SIGNAL POLE TO NEW SIGN POLE N File Nome: TS 0 Street 9_23 Drawn: K Boland O STREET - STRIPING MODIFICATION SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: N Fidler Date: Feb. 28, 11 Checked By TRUXTUN AVE TO 24TH STREET T-11 OF 11 0 1 2 3 4 A w E 8" WIDE 2" WIDE BLACK STRIP, PAINTED ELEVATION GENERAL NOTES: 1. SIGNAGE TYPICAL ON BOTH SIDES. 2. CONCRETE FINISH: INTEGRATED DAVIS COLOR #641 PEBBLE CONCRETE WITH SALT FINISH SURFACE AND TWO COATS WET CLEAR SEAL FINISH. 3. LETTERS: STYLE TO BE VERIFIED. CAPS 7" HIGH & LOWER CASE 5" HIGH. 4. ALL COATINGS, PAINT, STAMPED CONCRETE AND , RIVER ROCKS NOT BY STRUCTURECAST. CITY OF BAKERSFIELD, CALIFORNIA TEXT, IMPRINTED IN CONCRETE 1" DEPTH BELOW 1/2" RECESSED SURFACE WITH ANTIQUE BLACK HIGH GLOSS FINISH PAINT AND/OR OTHER MATERIAL EPDXY SECURED TO RECESSED AREA. 1/ 2- CLEAR TOP & BOTTOM LETTERS. (Not By StructureCAST) 2" WIDE CONCRETE ARC EVEN WITH FINISH SURFACE ANTIQUE GOLD COLOR FINISH WITH TWO COATS WET CLEAR FINISH #5 HORIZ. BARS 15" 0. C. 2 1/2" CLR. 0 2 1 2" CLR. 2" CHAMFER (TYP.) f � STAMPED CONCRETE 'O RIVER ROCK FACE • � f �• � (Not By StructureCast) WET WATER WHEEL" IMPRINTED IN CONCRETE 1" DEPTH BELOW FINISH CONCRETE SURFACE. ANTIQUE BLACK HIGH GLOSS FINISH PAINT AND/OR OTHER MATERIAL EPDXY SECURED TO RECESSED AREA. (Not By StructureCast,i MILL CREEK ENTRY MONUMI 0 TWO LOCATIONS IN MEDIA Truxtun Ave. ' / Q Street & 24th, N__OTE: SEE SECTION 7-1.40 "MONUMEN OF THE SPECIAL PROVISIONS. PUBLIC WORKS DEPARTME MATCH LANDSCAPE PLANTERS (Not By StructureCast) #5 BARS a @ 15" 0. C. Q_ > �- �n o #5 BENT BARS 15" 0. C. #5 HORIZ. BARS ABOVE BENT BARS 15" O.C. ,) —u SECTION COMPACTED SOIL (Not By StructureCast) STRUCTURAL NOTES: CONCRETE F'c=5,000 psi REINFORCING STEEL Fy=60 ksi REVISIONS No. DA TE DESCRIPTION 1 � � 2 � � 3 � � 4 � � LJLJ P_ 0 0 0 0 0 N O m v W 0 W v ti cy I z z O 1 8" WIDE x 1/2" RECESS / 1/8" TAPERS TOP & BOTTOM CD N I 1 TEXT, IMPRINTED IN CONCRETE 1" DEPTH BELOW 1/2" RECESSED SURFACE WITH ANTIQUE BLACK HIGH GLOSS FINISH PAINT AND/OR OTHER MATERIAL EPDXY SECURED TO RECESSED AREA. 1/ 2" CLEAR TOP & BOTTOM LETTERS. (Not By StructureCAST) 2" WIDE CONCRETE ARC EVEN WITH FINISH SURFACE - ANTIQUE GOLD COLOR FINISH WITH TWO COATS WET CLEAN FINISH RIVER ROCK FACE MATCH LANDSCAPE PLANTERS (Not By StructureCast) wz Q :, 4 2% SLOPE 7 2% SLOPE 2" WIDE BLACKRAD=2'-5" STRIP, PAINTED C OF TEXT R" RAn =9'-1" RAS =9'-1" R" 5'-6" 6'-0" ELEVATION GENERAL NOTES: 1. SIGNAGE TYPICAL ON BOTH SIDES. 2. CONCRETE FINISH: INTEGRATED DAVIS COLOR #641 PEBBLE CONCRETE WITH SALT FINISH SURFACE AND TWO COATS WET CLEAR SEAL FINISH. 3. LETTERS: STYLE TO BE VERIFIED. CAPS 7" HIGH & LOWER CASE 5" HIGH. 4. ALL COATINGS, PAINT, STAMPED CONCRETE AND RIVER ROCKS NOT BY STRUCTURECAST. WET WATER. ,WHEEL , r IMPRINTED IN CONCRETE 1" DEPTH BELOW FINISH CONCRETE SURFACE. ANTIQUE BLACK HIGH GLOSS FINISH PAINT AND/OR OTHER MATERIAL EPDXY SECURED TO RECESSED AREA. (Not By StructureCast) #5 HORIZ. BARS 15" 0. C. MILL CREEK ENTRY MONUMENT 0 TWO LOCATIONS IN MEDIANS Truxtun Ave. / Q Street & 24th/Q Street CLR. 0 2 1 2" CLR. 2" CHAMFER (TYP.) STAMPED CONCRETE (Not By StructureCast) #5 BARS 15" O.C. #5 BENT BARS Q 15" 0. C. #5 HORIZ. BARS ABOVE BENT BARS Q 15" 0. C. NOTE: SEE SECTION 7-1.40 "MONUMENT SIGN AND LIGHTING" OF THE SPECIAL PROVISIONS. 3'-0" SECTION (�) COMPACTED SOIL (Not By StructureCast) STRUCTURAL NOTES: CONCRETE F'c=5,000 psi REINFORCING STEEL Fy=60 ksi REVISIONS No. DA TE DESCRIPTION 471 / / ENTRY MONUMENT DETAILS File Name: T9Kll7 Drawn: DP STREETSCAPE IMPROVEMENTS - f0f STREET SHEET No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K117 Engineer: BM Date: 2/7/11 Checked BY�,� TRUXTUN AVE TO 24TH STREET MONS OF 0 1 2 3