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HomeMy WebLinkAbout6.5-264e umber: 9.... . ...... Return plans &specifications to the PURCHASING DIVISION within 21 days LIST OF DRA, WING5 � of the bid opening date in order to SHEET z TI SHEET CffY 01= BAKERS1=1ELE) receive a refund of your deposit, SHEET CE1.09 L SEC0NSTY�'lCA17 ANLLSHEET CE201-.08 L4YOU T ---- SHEET CEJ 01 -.02 CONSIRUCTlON DETAILS SHEET CE4.01 SIGN AND STRIPING CEN7RAL DISMICT E)EVELOPMENT AGENCY SHEET CE5.01 SIGNAL - 17TH STREET SHEET CE6:01 INTERCONNECT DETAILS' CHESTER A VE/VUE S- IS�AP� SHEET L1.0I -.OS LANDSCAPE CONSTRUCTION PLANS SHEET L7.09 -.72 DETAILS1. BAKERC?EL.D CA SHEET L2.09 -.08 LANDSCAPE IRRIGATION PLAN, � SHEET L2.D9 -.70 DETAILS �xTUN AI/F. / V ��f'! /-1 SI► /'7�G l �c�� X� CITY QF B SHEET L3.07 -.08 TREE AND GROUNOCOV£R PLAINS dM P7G1PClBCO SHEET L4.Ol -.08 SHRUB PLANTING PLANS FEDIiiiiiitt�gL PF�j�-CT/VO.SHEET L4.09 DETAILS �f T E1 E11._ ELEC�I�A�. PANS , BENCHMARK BENCHMARK DESC, CITY STANDARDS S- 6, S-3S;R f-4 CONVENTIONAL* .SYMBOLS DE- OVERHEAD ELECTRIC --UE- UNDERGROUND ELECTRIC ---UT- UNDERGROUND TELEPHONE G- GAS W- WATER --FD- FIBER OPTIC SS- SANITARY SEWER SI}- STORM DRAIN A24D PART CIRCLE CULVERT SIGNAL CONDUIT - - - - - SECTION UNE --------- EXIST. CURB &GUTTER -- RIGH 7' - OF- WAY --------- EXIST A.C. FLOWLINE MANHOLE--� CENTERLINE - - EXIST. EDGE OF PAVEMENT M RAILROAD TRACKS - GUARD RAIL -x-x- FENCE IMPROVEMENTS 0 UTILITY SYMBOLS g� W WA TER LINE s SEWER L INE G GAS LINE o OIL LINE T BURIED TELEPHONE o AERIAL UTIL1 TY A24D CABLE ES -5A A62FF M.H. ES -5B F.H. T14 ES -5C MANHOLE--� ES -1 A FIRE HYDRANT P.P. e , 'M' ..�. POWER POLE 0 WATER METER g� EXISTING MONUMEN T •V ' WATER VALVE IN FUTURE MONUMENT �G`M. GAS METER S.L. STREET LIGHT G.V. GAS VAL VE O C' O' CLEAN OUT BENCHMARK 0 TREE ® PAYPHONE ® TREE WEL L TRASH CAN ® MAIL BOX MANHOLE BCH BENCH d SIGN LIGHT STANDARDS 4 NORRIS RD CAL TRANS STANDARDS A 10A D73 ES -2C ES --8 A 10B D73A ES ---3A A20D D77B EES --3E A 24A D 78 ES -4B A24D T11 ES -5A A62FF T12 ES -5B A 73A T14 ES -5C A87 ES -1 A ES --5E STANDARD ROAD A SNOW ROAD 0 (.. KRIS ROAD 4 NORRIS RD 0 w ROBERTS LN Q Z f� QCT GEMAN ROADe-) o d �FSURN IX A naw ST s HIGHWAY 178 TNop— �oP 24TH ST COLLEGE AVE. Gem 4cn -�-+•-+- � TRUxru� v� zCALIF O � O A NUE o � in —7x v ° ° ¢ czi U. a RUN GE LANE Z � 4 FREEWAY 58 • a � = 3 Q MING AVE 0 3 � • 3 o P ANZ D z WHITE L IE o- _ � PAH 0 RD x ¢ O C w Z L Q m o � FAIRVIEW RD PANAMA LANE pw O F Cj 4 to NORTH � rIo � ING ROAD � _ N. T. S. � w m � d CAL TRANS STANDARDS A 10A D73 ES -2C ES --8 A 10B D73A ES ---3A A20D D77B EES --3E A 24A D 78 ES -4B A24D T11 ES -5A A62FF T12 ES -5B A 73A T14 ES -5C A87 ES -1 A ES --5E L0CATION MAP­ NOT TD SCALE PROJECT LENGTH 1 MILE ios �rx�a.�.>rs STATE OF CALIFORN) NO TE: THE CON TRA C TOR MUST POSSESS THE , F VALID LICENSES: I-Iardsaipe Peron; CLASS Irrigation/ Landscape Portion: CLASS NO TE.• THE CONTRACTOR SHALL. CONTACT THE SER VICE 1 '800-642-2444, 48 HOURS EXCA VA TION. THE CONTRACTOR SHALL CONTACT THE, INSPECTION (805)326-3049 AND CITY G DIVISION (305)326-317 7 PRIOR TO BEGII OF CONSTRUCTION. APPROVED BY. 01IDSCAP4, LA WRENCE R. MOSS & A SSOCIA TES 3458 OCEAN VIEW BLVD. GLENDALE, CA 91208 i * Renewal Date 71 REGISTERED LANDSCAPE ARCHITECT APPRO VED B Y. RONALD F RVETTGERS CIVIL ENGINEER QFo Ess�Q,� 1801 21ST STREET; SUITE 4 Ru�rq��; BAKERSFIELD, CA 93,301 f a No. 15369 Exp.3-31-flt �'" �- 41 3, �. sTq �►v�� ��� APPROVED REGISTERED CI V!L EN !NEER T�o�'cA+�F°�' APPROVED B Y PUIKJC WOR CORNELIUS—SING CONSULTING GROUP QgoFFss� 918 W, MAIN STREET cvRFy APPROVAL VISALIA, CA 93291 Exp. 91" 10 * N R SERA REGISTERED ELECTRICAL ENGINEER 9�oFCA��°� PA K$ SUPEM SIV FAe Name: 4413T101 Job No. T6L001 DESIGN ENGINE CITY C#z BAKERSRELD DEPARTMENT 00= PUBLIC W0 rER AW S?'RLETSCAPE IMPRt TRUXTUN AVE. TO 24TH SIRE CITY OF BAKERSFIEL- D, - CALIFORNIA CONST. 12' in 2'-* 4 to f4 6' 12' 01 THROUGH TqRN THROUGH LANE LANE LANE BRICK PAVERS SEE SHT L1.10 TYPE M-2 MODIFIED MEDIAN CURB PER DETAIL ON SHEET CE3.02 EXISTING PAVING CHESTER AVENUE AT LEFT TURN BAY (NORTHBOUND DIRECTION SHOWN) CONST. VARIES 42.75' 42.75' VARIES VARIES VARIES -3'- 5' 28.75' _0' TO I _0' TO 28.75' 51 S 69 67 0.5' 0, TYPE M-2 MODIFIED MEDIAN CURB PER DETAIL ON -SHEET CE3.02 1.5' _r— EXISTING EXISTING -[EXISTING 4" EXISTING 6" PA\ANG VARIES SAWCUT, REMOVE AND DISPOSE OF SIDEWALK SIDEWALK, P.C.C. GUTTER 41 4' TO 9_5' EXISTING MATERIAL WITHIN LIMITS OF MEDIAN PLANTER AS SHOWN. EXISTING 6" P.C.C. GUTTER BACKFILL WITH TOPSOIL PER LANDSCAPE PLANS TO 2' BELOW TOP OF M-2 MODIFIED CHESTER AVENUE MEDIAN CURB. 13+62 TO 34+01 CONST. VARIES 42.75' 46.75' - - VARIES VARIES VARIES _Sl 5' 1 28.75' _0' TO _0' TO .38.75' 2'� 6' 6' 0.51— 0.5" TYPE M-2 MODIFIED MEDIAN CURB PER DETAIL ON SHEET CE3.02 4F EXISTING - - - - - - SAWCUTREMOVE AND DISPOSE OF 1EXISTING 4" �EXISTING 4" _—L , EXISTING 6" PAVING d VARIES -1 - SIDEWALK P.C.C. GUTTER 4 TO 9.5" EXISTING MATERIAL WITHIN LIMITS SIDEWALK EXISTING 6" P.C.C. GUTTER OF MEDIAN PLANTER AS SHOWN. BACKFILL WITH TOPSOIL PER .LANDSCAPE PLANS TO 2' BELOW TOP OF M-2 MODIFIED CHESTER AVENUE MEDIAN CURB. 10+00 TO 13+62 RONAW F. RVETTGERS, CIVIL ENGINEER File Name: TYP_SEC.DWG Drawn: IJP 180121st STREET, SUM 4 Job No.: 278-02 Engineer- JDS BA FIELD, CA 93301 Date. 3126197 Checked By. RFR REGISTERED 'Cl WL EN NEER SCALE: VERT HOR. 1 !:Modify limits of excavation in REV. DESCRIPTION CHESTER AVENUE STREE TSCA PE IONS TYPICAL SECTIONS '2 t GrA 'Coto% f0b^t e 11- vp""e P%P% C4 CONSTRUCTION NOTES (D Construct Type M-2 Modified Median Curb — Per detail on sheet CE3.02 Construct Tree Well per detail on Sht. CE3.01 Construct brick pavers per Sheet 1-1.10 PULL BOXES SHALL BE REPLACED WITH NEW NO. 5 PULL BOXES. THE COLOR OF THE LID AND TOP OF BOX SHALL MATCH THE COLOR OF THE BRICK. 2. LOCATION OF TREE WELL SHALL BE ADJUSTED IN THE EVENT OF CONFLICT WITH EXISTING FACILITIES. LOCATION SHALL BE APPROVED BY THE ENGINEER. 3. SEE LANDSCAPE AND ELECTRICAL PLANS FOR EXACT LOCATION OF NEW LIGHT POLES AND REMOVAL OF EXISTING STREET LIGHTING. BASIS OF BEARING THE CENTERLINE OF CHESTER AVENUE FROM THE INTERSECTION OF TRUXTUN AVENUE TO THE INTERSECTION OF 25TH STREET, SHOWN AS 0-00'00 RE, I- ��,,"� 'r, 1, ) Cl 14L LIVGINEER SCA L E.• 1 1 Show Truxtun widening and add REV. DESCRIPTION RONAIW F . RU=GMU CML ENGMEER File Name.* BASEMAP Drown: 1JP CHES TER A VENUE S TREE TSCA PE Ce CITY OF BAKERSFIELD,, CALIFORNIA 1801 21st nWEET� FM 4 Job No.; 278-02 Engineer. JDS BAKEWMD, UX 93301 Date: 3126197 Checked Br. RFR LAYOUT ....*.4J; 4c t i �y.,. 3 _ -j- 4-- ISTERED CI WL aENGINEER rL �__ SCALE: 11$_20'* LOW CONSTRUCTION NOTES Construct Type M-2 Modified Median Curb — Per detail on sheet CE3.02 Construct Tree Well per detail on Sht. CE3.01 Construct 7' Planter per detail on Sht. CE3.01 /qc Construct brick pavers per detail on Sheet L1.10 Adjust Sewer Manhole to final grade Q Install new No. 5 pull box with curb termination Type A per Cal Trans Std. ES --SE and 1.5" conduit for future detection. Match color of lid and top of box to brick. GENERAL NOTES 1. ON INTERSECTION CORNERS RECEIVING NEW BRICK, ALL EXISTING SIGNAL PULL BOXES SHALL BE REPLACED WITH NEW NO. 5 PULL BOXES. THE COLOR OF THE LID AND TOP OF BOX SHALL MATCH THE COLOR OF THE BRICK. 2. LOCATION OF TREE WELL SHALL BE ADJUSTED IN THE EVENT OF CONFLICT WITH EXISTING FACILITIES. LOCATION SHALL BE APPROVED BY THE ENGINEER. 3. SEE LANDSCAPE AND ELECTRICAL PLANS FOR EXACT LOCATION OF NEW LIGHT POLES AND REMOVAL OF EXISTING STREET LIGHTING. BASIS OF BEARING THE CENTERLINE OF CHESTER AVENUE FROM THE INTERSECTION OF TRUXTUN AVENUE TO THE INTERSECTION OF 25TH STREET, SHOWN AS 0'00'00". RON F. RU GE 9 AML ENGR VEER File Name: BASEMAP Drown: lJP CHESTER A VENUE S TREE TSCA PE� CITY OF BA KERSEI EL D, CALIFORNIA .184121stSMET SifiI1T'.E4 Job No.: 278-02 Engineer. JDS BA FIELD, eX 93301 Dote: 3-26-97 checked By RFR LA YOU T � � ! F-1 LJ CONSTRUCTION NOTES Construct Type M--2 Modified Median Curb — Per detail on sheet CE3.02 Q Construct Tree Well per detail on Sht. CE3.01 (; Construct 7' Planter per detail on Sht. CE3.01 Construct brick pavers per detail on Sheet 1-1.10 (% See detail sheet CE3.02 for reconstruction of brick paving and asphalt concrete overlay 9 Install new No. 5 pull box with curb termination Type A per Cal Trans Std. ES -5E and 1.5" conduit for future detection. Match color of lid and top of box to brick. i GENERAL NOTES 1. ON INTERSECTION CORNERS RECEIVING NEW BRICK, ALL EXISTING SIGNAL PULL BOXES SHALL BE REPLACED WITH NEW N0. 5 PULL BOXES. THE COLOR OF THE LID AND TOP OF BOX SHALL MATCH THE COLOR OF THE BRICK. 2. LOCATION OF TREE WELL SHALL BE ADJUSTED IN THE EVENT OF CONFLICT WITH EXISTING FACILITIES. LOCATION SHALL BE APPROVED BY THE ENGINEER. 3. SEE LANDSCAPE AND ELECTRICAL PLANS FOR EXACT LOCATION OF NEW LIGHT POLES AND REMOVAL OF EXISTING STREET LIGHTING. BASIS OF BEARING THE CENTERLINE OF CHESTER AVENUE FROM THE INTERSECTION OF TRUXTUN AVENUE TO THE INTERSECTION OF 25TH STREET, SHOWN AS 0'00'00". Fite Nome• BASEMAP Drown- UP REQS TERED Cl WL E WEER t SCALE.. 1"-2( (10 O N Q W Z J U ti Q 1-1 I Delete tree well at 17+83 AVIS Z' AST 'Un C VAL, EMY111 MIZA CHL 5 f L K A VL lvU� CITY OF BA KE�R.SF I EL D, CALIFORNIA 180121st,�"IdP B' Ff94 Job No.: 278-02 Engineer: SDs � BAJEW IEW, CAr 93301L A YOU T/ Date: ,3-26-97 Checked By. R� v� C.� CONSTRUCTION NOTES Q Construct Type M--2 Modified Median Curb — Per detail on sheet CE3.02 Q Construct Tree Well per detail on Sht. CE3.01 Construct 7' Planter per detail on Sht. CE3.01 Construct 15' Planter per detail on Sht. CE3.01 Construct brick pavers per detail on Sheet 1-1.10 See detail sheet CE3.02 for reconstruction of brick paving and aspalt concrete overlay Construct 15' planter per detail on Sht. CE3.02 Install new No. 5 pull box with curb termination Type A per Cal Trans Std. ES -5E and 1.5" conduit for future detection. Match color of lid and top of box to brick. i GENERAL NOTES 1. ON INTERSECTION CORNERS RECEIVING NEW BRICK, ALL EXISTING SIGNAL PULL BOXES SHALL BE REPLACED WITH NEW N0. 5 PULL BOXES. THE COLOR OF THE LID AND TOP 0F BOX SHALL MATCH THE COLOR OF THE BRICK. 2. LOCATION OF TREE WELL SHALL BE ADJUSTED IN THE EVENT OF CONFLICT WITH EXISTING FACILITIES. LOCATION SHALL BE APPROVED BY THE ENGINEER. 3. SEE LANDSCAPE AND ELECTRICAL PLANS FOR EXACT LOCATION OF NEW LIGHT POLES AND REMOVAL OF EXISTING STREET LIGHTING. BASIS OF BEARING THE CENTERLINE OF CHESTER AVENUE FROM THE INTERSECTION OF TRUXTUN AVENUE TO THE INTERSECTION OF 25TH STREET, SHOWN AS 0'00'00". REGISTERED Cl WL EN INEER SCALE: 1"-20'* RONALD F. RUE7TGERS CIVIC, ENGWEE o- File Name: BASEMAP Drawn: ljP CITY CE B A KER SFI EL D, CALIFORNIA 180121st ET Mi 4 Job IVa: 278--02 Engineer. XS CHESTER R A !/�E/V UE S TREE TSC.�i PE � B Imo, 6A 93301 Date: 3--26--97 Checked BY RFR LA YOU T CONSTRUCTION NOTES Construct Type M-2 Modified Median Curb Per detail on sheet CE3.02 Q Construct Tree Well per detail on Sht. CE3.01 Construct 7' Planter per detail on Sht. CE3.01 ® Construct 15' Planter per detail on Sht. CE3.01 j} Construct brick pavers per detail Sheet 1-1.10 } Construct 15' planter per detail on Sht. CE3.02 Install new No. 5 pull box with curb termination Type A per Cal Trans Std. ES -5E and 1.5" conduit for future detection. Match color of lid and top of box to brick. i GENERAL NOTES I 1. ON INTERSECTION CORNERS RECEIVING NEW BRICK, ALL EXISTING SIGNAL PULL BOXES SHALL BE REPLACED WITH NEW N0. 5 PULL BOXES. THE COLOR OF THE LID AND TOP OF BOX SHALL MATCH THE DOLOR OF THE BRICK. 2. LOCATION OF TREE WELL SHALL BE ADJUSTED IN THE EVENT OF CONFLICT WITH EXISTING FACILITIES. LOCATION SHALL BE APPROVED BY THE ENGINEER. 3. SEE LANDSCAPE AND ELECTRICAL PLANS FOR EXACT LOCATION OF NEW LIGHT POLES AND REMOVAL OF EXISTING STREET LIGHTING. BASIS OF BEARING THE CENTERLINE OF CHESTER AVENUE FROM THE INTERSECTION OF TRUXTUN AVENUE TO THE INTERSECTION OF 25TH STREET, SHOWN AS 0'00'00". STERED Cl 3-zJ-- SCALE 1 "= 20' RON RU=DE RS, CN& ENGINEER: F"' Name: "A-5E"Draw: IJP CHES TER A VENUE S TREE TSCA PE CITY CE BA KERSFI EL D, CALIFORNIA 180121st SMET SUffE4 Job No.: 278-02 Engineer: JDS L r B�11�F1 ,. �.'r! 93301 Date: 3---26--97 Checked BY LAYOUT T RFR e 0Z L -t l REGISTERED CONSTRUCTION NOTES a Construct Type M--2 Modified Median Curb — Per Detail on Sheet CE3.02 Q Construct Tree Well per detail on Sht. CE3.01 Construct 7' Planter per detail on Sht. CE3.01 �5 Construct brick pavers per detail Sheet 1-1.10 install new No. 5 pull box with curb termination Type A per Cal Trans Std. ES --5E and 1.5 conduit for future detection. Match color of lid and top of box to brick. GENERAL NOTES 1. ON INTERSECTION CORNERS RECEIVING NEW BRICK, ALL EXISTING SIGNAL PULL BOXES SHALL BE REPLACED WITH NEW NO. 5 PULL BOXES. THE COLOR OF THE LID AND TOP OF BOX SHALL MATCH THE COLOR OF THE BRICK. 2. LOCATION OF TREE WELL SHALL BE ADJUSTED IN THE EVENT OF CONFLICT WITH EXISTING FACILITIES. LOCATION . SHALL BE APPROVED BY THE ENGINEER. 3. SEE LANDSCAPE AND ELECTRICAL PLANS FOR EXACT LOCATION OF NEW LIGHT POLES AND REMOVAL OF EXISTING STREET LIGHTING. BASIS OF BEARING THE CENTERLINE OF CHESTER AVENUE FROM THE INTERSECTION OF TRUXTUN AVENUE TO THE INTERSECTION OF 25TH STREET, SHOWN AS 0°00'00". SCALE: 1'#'#-20'v File Name: BASEMAP Drawn: IJP CITY CSF^ BA ICERSF I EL D, CALIFORNIA ��� 80 21� �� WI 4 ��`���� Job No.: 278-02 Engineer. JDs CHESTER �4 VENUE STREETSCAPE , BA F , UA 9330 LA YOU T d' Date: 3-26-97 Checked By. RFR TUNE UP Cl 14L NGINEER U-:4 ,SCALE. 1 "=2 i I CONSTRUCTION NOTES Construct Type M-2 Modified Median Curb -- GENERAL NOTES Per detail on sheet CE3.02 1. ON INTERSECTION CORNERS RECEIVING NEW BRICK, ALL EXISTING SIGNAL Construct Tree Well per detail on Sht. CE3.01 PULL BOXES SHALL BE REPLACED WITH NEW NO. 5 PULL BOXES. THE COLOR OF THE LID AND TOP OF BOX SHALL MATCH THE COLOR OF THE BRICK. 2. LOCATION OF TREE WELL SHALL BE ADJUSTED IN THE EVENT OF CONFLICT WITH EXISTING FACILITIES. LOCATION SHALL BE APPROVED BY THE ENGINEER. 3. SEE LANDSCAPE AND ELECTRICAL PLANS FOR EXACT LOCATION OF NEW LIGHT POLES AND REMOVAL OF EXISTING STREET LIGHTING. BASIS OF BEARING THE CENTERLINE OF CHESTER AVENUE FROM THE INTERSECTION OF TRUXTUN AVENUE TO THE INTERSECTION OF 25TH STREET, SHOWN AS 0'00'00". Revise tree placement V. DESCRIPTION RON F. RU=GE' C L EUGMEE File Nome: 8-02 P Drown: �, CHESTER A VENUE S TREE TSCA PEE ' CITY OF BA KERSFI EL D, CALIFORNIA 180121st srf&4 Job No.: 278-02 Engineer. JOS BAKERSPMD,6i 93301 Date. 3--26--97 Checked 8y. RFR A YOU T CONSTRUCTION NOTES GENERAL NOTES Construct Type M-2 Modified Median Curb — 1. ON INTERSECTION CORNERS RECEIVING NEW BRICK, ALL EXISTING SIGNAL Per detail on sheet CE3.02 PULL BOXES SHALL BE REPLACED WITH NEW NO. 5 PULL BOXES. THE COLOR Q Construct Tree Well per detail on Sht. CE3.01 OF THE LID AND TOP OF BOX SHALL MATCH THE COLOR OF THE BRICK. 2. LOCATION OF TREE WELL SHALL BE ADJUSTED IN THE EVENT OF CONFLICT WITH EXISTING FACILITIES. LOCATION SHALL BE APPROVED BY THE ENGINEER. 3. SEE LANDSCAPE AND ELECTRICAL PLANS FOR EXACT LOCATION OF NEW LIGHT POLES AND REMOVAL OF EXISTING STREET LIGHTING. BASIS OF BEARING THE CENTERLINE OF CHESTER AVENUE FROM THE INTERSECTION OF TRUXTUN AVENUE TO THE INTERSECTION OF 25TH STREET, SHOWN AS 0`00'00". -)- jn�� 9 Cl WL ENGINEER WON SCALE: 1 "=2 11 [ Revise tree placement REV. I DESCRIPTION RoNALDF. Ru=Gmu am .G�i1 m File Name. BASEMAP Drawn: UP CHESTER A VENUE S TREE TSCA PE CITY OF BA KERSFI EL DCALIFORNIA IWI.2l9MW WA4 Job No.: 272--02 Engineer. JDS , Bel FJKD, �A9.330.1 Dote. 3-26-97 Checked By. PFR LA YOU T om�' A CONSTRUCT CALTRANS _ TYPE Al -6 CURB EXISTING ` �' •`� , EDGE OF SAW—CUT LINE PAVEMENT CONSTRUCT NEW PCC (% 6" 6» fi GUTTER REDIRECT DRAINAGE — C D SLOPE NEW E TO ALLOW FOR POSITIIVE DRAINAGE ff7-7 B— _'_ _ f . .- B EXISTING � co �,� FLOWLINE C D iv 1 EXISTING FACE OF CURB A 1' 7' 1' POINT OF REFERENCE-/ ON PLANS CONFORM TO EXISTING PCC PLAN 12" 12" SAW --CUT VARIABLE CURB HEIGHT /a/ CONSTRUCT 6" THICK —� REMOVE EXISTING SAW—CUT PCC GUTTER * PCC GUTTER CONSTRUCT 6" THICK PCC GUTTER SECTION B— B 7' PLANTER DETAIL NTS A.... __ EXISTING POINT OF REFERENCE FLOWLINE ON PLANS EXtSTING FACE OF CURB -T-­'�`----EXISTING BACK OF CURB SAW— Al -6 CURB ** f� REMOVE EXISTING PCC , SAW—CUT r 1 SAW—CUT AT FACE OF CURB ' '`'� tV f REMOVE EXISTING 4' A PCC GUTTER 6"± REMOVE EXISTING SAW—CUT PCC SAW CUT — --' "_j � 'y --� .._�._ V^�y J",.. -- — � ____ .___ -L EXISTING 4" PCC SIDEWALK 15" R.C.P. \\-EXCAVATE #* MODIFY HEIGHT AS NEEDED TO ALLOW STR TO LIMITS SPECIFIED IN LANDSCAPE PLANS SHEET L4.09 EXISTING 6" PCC GUTTER DETAIL C SECTION A — A TREE WEL L N TS CITY OF BAKERSFIELD, CALIFORNIA u BACKFILL WITH CLEAN TOPSOIL EXISTING SIDEWALK TO 1" BELOW TOP OF Ai -6 CURB CALTRANS TYPE PER LANDSCAPE PLANS, TO 2" Al -6 CURB ** SEE SECTION D—D FOR DETAILS CALTRANS TYPE EXISTING SIDEWA SAW— Al -6 CURB ** f� _ . EXISTING CURB NEW PCC _ 6» SAW—CUT AT FACE OF CURB EXISTING 12" R.C.P. _ REMOVE EXISTING PCC GUTTER ** MODIFY HEIGHT AS NEEDED TO ALLOW STRAIGHT GRADE FOR THE TOP OF NEW Al -6 CURB. MATCH HEIGHT AT EXISTING CURB SECTION A—A EXISTING EDGE OF PAVEMENT CONSTRUCT CALTRANS tTE/,-, l,.Ll INLET — USE 24-12X LIEU OFf 241' EXISTING FLOWLINE I CONSTRUCT NEW PCC CONSTRUCT CALTRANS GUTTER * TYPE Al -6 CURB SAW—CUT A EXISTING FACE OF CURB * CONFORM FROM EXISTING AC AND PCC, TO NEW Al —6 CURB AND TYPE G1 INLET 3_ ��_ — �7 TERED Cl A EGINEER CONSTRUCT Al -6 CURB � Wry • 21' 1. t" ANGLE BENT TO ERT PLATE A INSTALL 12" X 4 5j DRY PACK GROUT CIRCLE CORRUGATE[ STEEL TO BE 0.109 VARIABLE i VARIABLE 4" EXISTING REMOVE EXISTING ' PCC GUTTER PCC GUTTER - CONST PCC G 4" 12" 4" SECTION C— C a: fF C3 Z X ;,C C 2 sf CONNECT TO EXISTING INLET MATCH INV. ELEV. OF EX. 15 R.C.P. 1 13'f 15" R.C.P. ' r` SLOPE 0 2% Go 15' 7.5' A PLAN POINT OF REFERENCE REMOVE EXISTING GRATE AND FRAME, RAISE INLET AND CONSTRUCT NEW MANHOLE PER COB DETAILS S-8 AND S-12 SAW—CUT LJ CONSTRUCT NEW PCCGUTTER TING PCC GUTTER (TYP) I RON F. R ET ArGMS. CIM MGMEN File Name: DETAIL.DWG 10121� Job No.: 278-02 Date: 3126/97 13't 15" SECTION B -- B Drawn: IJP Engineer. • JDS Checked By. RFR SECTION D—D NEW FRAME TO BE FLUSH WITH NEW BRICK BRICK PAVERS SEE LANDSCAPE PLANS 71" — — — -- i /2" R 2 — — , (TYP) 1� 14" CAL Al— CUR l—CUR i` SECTION C- C i� i 15' PLAN TER DETAIL @ S. E. CORNER 20th S TREE T NTS CHESTER AVENUE STREE TSCA PE CONSTRUCTION DETAILS BACKFILL WITH CLEAN TOPSOIL PER LANDSCAPE PLANS, TO 2" BELOW TOP OF Al -6 CURB CALTRANS TYPE EXISTING SIDEWA Al -6 CURB ** B _ 6» EXISTING --- EXISTING 12" R.C.P. _ PAVING SAW—CUT (EDGE OF PAVEMENT RE XISTING INLET P( - --- ,- _ 15" R.C.P. BRICK PAVERS -- #* MODIFY HEIGHT AS NEEDED TO ALLOW STR SEE LANDSCAPE GRADE FOR THE TOP OF NEW Al -6 CURB. PLANS MATCH HEIGHT AT EXISTING CURB SECTION A --A NEW FRAME TO BE FLUSH WITH NEW BRICK BRICK PAVERS SEE LANDSCAPE PLANS 71" — — — -- i /2" R 2 — — , (TYP) 1� 14" CAL Al— CUR l—CUR i` SECTION C- C i� i 15' PLAN TER DETAIL @ S. E. CORNER 20th S TREE T NTS CHESTER AVENUE STREE TSCA PE CONSTRUCTION DETAILS A PLAN GRIND (COLD PLANE) 0.20' AND PLACE 0.20' A.C. (TYPE B) WITHIN LIMITS OF NEW STAMPED CONCRETE ONLY SAW—CUT 2.5' OUTSIDE LIMITS OF EXISTING BRICK PAVING 18'± LIMIT OF EXCAVATION _16.5± LIMIT OF EXCAVATION .*3.5'± 12' 2.5'± 3.5± 121 0.20' A.C. OVERLAY SEE SHEET11.09 0.20' A.C. OVERLAY SEE SHEET L1.09 INSIDE INTERSECTIO FOR DETAILS OF INSIDE INTERSECTION— FOR DETAILS OF ISTAMPED CONCRETE—STAMPED CONCRETE—,, . . . . . . . . . . ............ v zzlzm 0 EXISTING EXISTING P.C.C. 0 SAW—CUT —/ 0 0 0 PAVING SAW—o 0 PAVING LINE LINE SAW—CUT SAW—`CUT LINE LINE 2.5' LIMITS OF 95% RELATIVE COMPACTION A CHESTER AVE ZREMOVE AND SALVAGE EXISTING BRICK REMOVE AND DISPOSE OF EXISTING CONCRETE, A.C. AND BASE MATERIAL (TYP) * OR AS DIRECTED BY CITY ENGINEER 23'± LIMIT OF EXCAVATION No REMOVE EXISTING SAW—CUT BRICK VING 0.20' OVERLAY REMOVE EXISTING \,ING LINE z 0 /2 7ZZ12 0 00 00 ()o 0 0 0 0_0 Cl,-, o 0 -on o o 0 rl 0 0, A - 2.5' LIMITS OF 95%0.20' AC TYPE B, OVERLAY) RELATIVE COMPACTION 0,30' AC TYPE B) HO.50" AB CLASS 2) SLOPE TO MATCH EXISTING SECTION 8-8 .PA VINE DETAIL Ob 19th STREET N TS WITH EXCEPTION OF DIMENSIONS SHOWN 9" HERE, CONSTRUCT TYPE M-2 MODIFIED MEDIAN CURB PER NOTES ON C.O.B. 53* STANDARD S-36 6" on 4" NOTE MODIFIED DEPTH TYPE "M-,2" MODIFIED CURB N TS 0.20' AC TYPE B OVERLAY)0.20' AC TYPE B OVERLAY) 0,30' AC TYPE B) 2.5' LIMITS OF 95% —dO.30' AC TYPE B) 0.50' AB CLASS 2) RELATIVE COMPACTION 0.50' AB CLASS 2) SECTION A -A SECTION C -C (APPLICABLE ONLY AT 19th ST. INTERSECTION) NOTE: SURFACE OF NEW CROSS WALK AND NEW ASPHALT CONCRETE SHALL CONFORM TO ADJACENT ASPHALT CONCRETE AND P.C.C. — BOTH THE EXISTING OUTSIDE OF THE INTERSECTION AND THE NEW INSIDE, NOTE: ALL SALVAGED BRICK SHALL REMAIN THE PROPERTY OF THE CITY OF BAKERSFIELD. CONTACT LUIS PERALEZ AT 326-3111 TO DETERMINE LOCATION FOR CONTRACTOR TO DELIVER BRICKS. EXISTING 12" RCP PLUG EXISTING 12" RCP— AT THIS END ONLY CONSTRUCT CALTRANS TYPE A1-6 CURB i Roo A 15, k-(, C REGISTERED CIVIL EM;INEER CONSTRUCT NEW 6" PCC GUTTER CONFORM NTH EXISTING PAVEMENT AND EXISTING PCC TO NEW Al —6 CURB SAW—CUT EXISTING EDGE ____��_PAVEMENT BACKFILL WITH CLEAN TOPSOIL 2"R TO 1" BELOW TOP OF Al -6 CURB CALTRANS TYPE --N EXISTING SIDI *A B Al -6 CURB * W/ BRICK PA 00 –!EhL0WEVUNG INLET TO A DEPTH OF 1' BELOW BOTTOM OF INLET STRUCTURE REMOVAL AT N.E. CORNER ONLY BACKFILL WITH CLEAN TOPSOIL 7 60 EXISTING PAVING SAW—CUT 'I IT EXISTING (EDGE OF PAVEMENT) FLOWLINE MODIFY HEIGHT AS NEEDED TO PROVIDE STRAIGHT GRADE '--SAW–CUT FROM TOP OF NEW Al -6 CURB AT OUTER POINT SHOWN TO EXISTING CURB AT SIDEWALK EXISTING FACE OF CURB I Ow A \—POINT OF BRICK PAVERS — SEE LANDSCAPE PLANS REFERENCE SECTION A -A PLAN BRICK PAVERS Al --6 CURB SEE LANDSCAPE PLANS 6- 6" IVARIABLESAW–CUT .REMOVE -_ EXISTING CONSTRUCT NEW 6" MODIFIED Al -6 CURB PCC GUTTER PCC GUTTER (TYP) SEE SHEET CE3.01 FOR DETAIL SECTION 3-8 15" PLANTER DETAIL (9) N.E. & N. W. CORNER 20th STREET I -1 1 Add note to 19th Street detail REV. I DESCRIPTION File Name. DETAIL.DWG Drawn: IJP RON" F. RUE 7UFM (;iviLmvCrRqm CHESTER AVENUE STREE TSCA PE CITY OF BAKERSFIELD, CALIFORNIA o r N,& 4 Job No.: 278-02 Engineer. JDS m M � Mal CONSTRUCTION DETAILS Date. 126197 Checked By RFR SIGN GENERAL NOTES: 1, EXISTING PARKING STALL MARKERS SHALL BE REINSTALLED ENTIRE LENGTH OF PROJECT. 2. EXISTING STRIPING, INCLUDING BUT NOT LIMITED TO LEFT TURN ARROWS AND BIKE LANE STRIPING DAMAGED DUE TO CONSTRUCTION SMALL BE REPLACE 3. EXISTING STRIPING SHALL BE OBLITERATED IN AREAS -WHERE THE IAN DOES NOT COVER EXISTING CENTER LANE STRIPING. PAVEMENT MARKING QUANTITIES PANEL NUMBER RELOCATE REMARKS NUMBER CODE SIZE OF POSTS SIGN TYPE IV (R) 15 (INCHES) (EACH) PARKING STALL MARKING R41 30mx36* I (INTERIOR) 1.5 1 1 R41 130-x36- I I I STOP MARKING 4 SIGN GENERAL NOTES: 1, EXISTING PARKING STALL MARKERS SHALL BE REINSTALLED ENTIRE LENGTH OF PROJECT. 2. EXISTING STRIPING, INCLUDING BUT NOT LIMITED TO LEFT TURN ARROWS AND BIKE LANE STRIPING DAMAGED DUE TO CONSTRUCTION SMALL BE REPLACE 3. EXISTING STRIPING SHALL BE OBLITERATED IN AREAS -WHERE THE IAN DOES NOT COVER EXISTING CENTER LANE STRIPING. PAVEMENT MARKING QUANTITIES TYPE AREAJEA) NUMBER LEGEND ...,(SQ.- FT) NEEDED TYPE IV (R) 15 a U-) PARKING STALL MARKING 1 (INTERIOR) 1.5 1 1 PARKING STALL MARKING STOP MARKING 4 E f: '. (EXTERIOR) 1 8 STOP MARKING 22 1 LEGEND NEW ROADSIDE SIGN SIGN NUMBER STRIPING QUANTITIES DETAIL LINEAR FEET DETAIL 38A 600' DETAIL 38 400' MARKERS AND DELINEATORS DETAIL QUANTITY LEGEND TYPE K-2 10 1 K OBJECT MARKER DIRECTION OF TRAVEL 7 IV 12" ;o LJ:12' FLOWLINE FLOWLINE PARKING STALL MARKER PARKING STALL MARKER EXTERIOR DETAIL INTERIOR DETAIL NTS NTS 3- -;- I- - GISIEREDCl Vk ENGINEEA I E] SCALE.- 1$'* -50$ I Trt I vkm) Typ SEE PARKING STALL MARKING DETAIL 0 47 A& --D IL 38A I R)– v( PAVEMENT MA STOP MARKING OBLITERATE EXISTING �l -c STOP MARKING 04 +• Y te. 4r T yy DV**A*tlL OBLITERATE–EXIS-TI-NO— --0BLIT-`ERAT-E----EXtSTIN -- ---- 50' STRIPING 25 20 K STRIPING 30 32 33 35 OBLITERATE EXISTING50� MEE1* ...... 22., 22 —27. 2 44 .... . ...... ............. ZL -zur- -T 9—IT .02, EJ7 I Iff -- 7e I u v 17 a-11 11 —.; fr F-31 U-) LITERATE EXISTING } STOP MARKING 4 E f: '. DE AIL 38 CITY OF BAKERSFIELD, CALIFORNIA RON" F. RUNHUFCHM MVC&VEM M sm" O 4 File Nom& SINSMIP D M Drawn: Up CHESTER A VENUE S TREE TSCA PE Job No.: 278-02 Engineer. vs Date.- 3126197 Checked By. RFR SIGN AND STRIPING CONDUCTOR SCHEDULE CONDUIT SIZE 4- 14- 4- 1 4" 1 4- 4- 1 4- 2" 4- 1 4" e 4" 13, CONDUCTOR RUN ,&& AAAA,&, A8Aq AAAA 2`* CONDUIT NOTES B A A A A. A A A A A A I(N)EW OR ( EXIST. E I N N N N I N I N I N N I N N C2P MODEM INTERCONNECT /TERMINAL BLOCK TB -1 1 N INPUT PANEL #4 A A 6 PAIR INTERCONNECT 1 ill 2 1 11 1 WIRE COLOR ASSIGNMENTS NOTES: A. 4" CONDUIT WITH 4 INNERDUCTS OR MUL11-CONDUIT SYSTEM PIN -FUNCTION WIRE COLOR TB -1 WIRE COLOR' B. CONDUIT BY OTHERS --E-- MOD M HARNESS INTERCONNECT CABLE NOTES: A AUDIO IN WHITE TB1-3 WHITE INSTALL PULL BOX (NO. 6) WITH EXTENSIONS B AUDIO IN BLACK TB1-4 BLACK c AUDIO OUT RED T131 -5 BLACK 2 CONTRACTOR WILL FURNISH AND INSTALL MODEM (GENERAL DEVICES E AUDIO OUT GREEN Tel -6 GREEN TOP VIEW & INSTRUMENTS, MODEL 404) IN ALL CONTROLLER CABINETS. TB -1 TB -1 3 CONNECT INTERCONNECT CABLES TO TERMINAL BLOCK TB -1 ON SIDE PANEL NO. 4 OF THE CONTROLLER CABINET AT EACH END OF CABINET AT 1EI-1 0 0 IB -1 TEI-3 (Comm In) 0- -0 Te -3 (Comm In) IN OLDER 332 CABINETS SHALL BE SUPPLIED BY THE CITY, EACH END OF RUN PER INTERCONNECT DETAIL. TERMINAL BLOCKS NOT EXISTING TB -2 0 0 TEI-2 SH 04 1 (Comm In) -M-4 (Comm In) TO 2 CONDUI A' IB -4 R .5 r= I d� w1q 4 MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 400 FEET. T8-5 (Comm out) G- 78-5 (Comm Out) 5 CONDUIT SHALL BE BROUGHT INTO PULL BOXES IB -6 (Comm Out) 0 M-6 (Comm Out) 3" KNOCKOUT KNOCKOUT c1q KNOCKOUT F'OR 4" MUL77DUCT PARALLEL (HORIZONTAL)TO THE EXISTING SURFACE. EXTENSION 0 0 aOR MULTI -CONDUIT SYSTEM 6 THE TOTAL ANGULAR BEND WITHIN PULLBOXES SHALL NOT EXCEED 180 DEGREES. (NOT REQUIRED FOR NO.5 ANGLES FOR 4'" CONDUIT SHALL NOT EXCEED 45 DEGREES. —­-' INTERCONNECT DETAIL PULLBOX) CLEAN CRUSHED 7 REMOVED SIDEWALK SHALL BE REPLACED TO THE NEAREST WEAKENED PLANE OR TRUXTUN AVENUE TO 24TH STREET ROCK SUMP, SEE 3' MIN. EXPANSION JOINT BEYOND THE DAMAGED AREA. S7D PLAN ES -8 n8 INSTALL PULL BOX (NO. 5) NTS FOR ADD17IONAL SECTION A -A DETAILS.5E &TION B -B F-91 SEE DETAIL FOR CONNECTION TO EXISTING CONTROLLER AND TYPICAL PULL E30X 13 CONTRACTOR SHALL INSTALL TRAFFIC SIGNAL INTERCONNECT CABLE FROM THE EXISTING CABINET INSTALLATION IN SIDEWALK. INSTALL AND CONNECT INTERCONNECT CONDUIT AND AT THE SOUTHWEST CORNER OF THE TRUXTUN AVENUE/CHESTER AVENUE INTERSECTION TO THE CABLE THROUGH SIDE OF CONTROLLER CABINET USING EXTERNAL"LB" CONNECTORS. EXISTING CABINET AT THE NORTHEAST CORNER OF THE 24th STREET/CHESTER AVENUE NO.6 PULLBOX WITH EXTENSION 10 WHERE APPLICABLE, PLACE CONDUIT IN COMMON UTILITY TRENCH PER DETAIL E INTERSECTION AND TO ALL OF THE INTERMEDIATE SIGNALS ALONG THIS ROUTE. CONTRACTOR ON SHEET L2.09. SHALL PULL THIS CABLE THROUGH THE CONDUIT INSTALLED BY OTHERS IN THE TRUXTUN 11 LIDS AND TnDC OF PULL DnVE7C INSTALLED AVENUE/CHESTER AVENUE INTERSECTION AS PART OF THE CITY'S "RESURFACING VARIOUS (NO.5 PULLBOX WITH EXTENSION SIMILAR) IKI NEW BRICK STREETS FISCAL YEAR 1996-97 PROJECT AND THROUGH THE CONDUIT INSTALLED BY PAVING AREAS SHALL MATCH THE COLOR OF THE BRICK. CONTRACTOR AS SHWON ON THESE PLANS. NTS 12 CONDUIT RUN 2 SHALL BE CONSTRUCTED OF THE SAME TYPE AND 14 BACKFILL IN ALL TRENCHES SHALL BE CONPACTED TO 90 PERCENT RELATIVE COMPACTION EXCEPT MANUFACTURER OF THE MATERIALS USED FOR THE CONDUIT TO WHICH CONDUIT THAT THE BACKFILL IN THE TOP 30 INCHES OF THE TRENCH SHALL BE COMPACTED TO 95 RUN 2 IS TO BE CONNECTED AT THE INTERSECTION OF TRUXTUN AVENUE AND PERCENT RELATIVE COMPACTION. TRENCHES IN PAVED AREAS SHALL BE CAPPED IN ACCORDANCE CHESTER AVENUE. CONTRACTOR SHALL OBTAIN FROM THE CITYS CONTRACTOR ON WITH THE APPLICABLE ALTERNATE PER DETAIL H ON SHEET L2.09. THE PROJECT TITLED "RESURFACING VARIOUS STREETS FISCAL YEAR 1996-97" INFORMATION REGARDING THE CONDUIT INSTALLED IN THAT INTERSECTION. CONNECT NEW TO EXISTING- CONDUIT 2 .......... hi laa, I cl 3 CHESMR AVENUE-- ------ ----- ,j,» _7 z BY OTH8R ------- ------- S -------- E4 04 CHESTER AVENUE ....... .. .. .... .......... ------ ........ .. .......------- ....... .. --------- CHESTER AVENUE f .. ..... ..... ...... - ------- "w k-- ------------- 71 .1 4 , 7NC-1 ....... .... ... r _4 19 It rd t 0^,ex4 4- 4�:vt, F- (-i REGISTERED CIM ENGINEER 2*" CONDUIT WITH TM INTERCONNECT CONIX CONTROLLER – INHER 4, A .......... VARIES SWEEP TO PULLS NTS 1w_ w a K1 Lj L q! Nk A Ec0f) ............ . V 9 9 1 c%I . . .. ............... ...... F.� 1 9 -4- 'N N 0 a 0 I -, . . .... ..... 0 .-r. CHESYEN -------- ------- AA t ZACl M ------ N .... . ..... -------- ------ CHE-STE-R'­AVEWE-­-- CHESTER AVENUE A fl, na­ 7 EL CL- ..... . ..... -A 1, 8 A Tt.� — Ivi N _Vk nt v 1 ...... .... 6 7777'" j- 8 9 it i! -j t it p j 3 1 Add notes 12, 13, & 14 REV. DESCRIPTION RON" F. RUETTGERS CIM EIVGRVEER File Name.- 1NT_C0N1V.DWG Drawn: IJP CHESTER AVENUE STREETSCAPE CITY OF BAKERSFIELD, CALIFORNIA 180 1219 ME�A9W4 Job No.: 278-02 Engineer. VS 3361 Date.3126197 Checked By. RFR INTERCONNECT DETAILS sc/ 1w_ w a K1 Lj L q! Nk A Ec0f) ............ . V 9 9 1 c%I . . .. ............... ...... F.� 1 9 -4- 'N N 0 a 0 I -, . . .... ..... 0 .-r. CHESYEN -------- ------- AA t ZACl M ------ N .... . ..... -------- ------ CHE-STE-R'­AVEWE-­-- CHESTER AVENUE A fl, na­ 7 EL CL- ..... . ..... -A 1, 8 A Tt.� — Ivi N _Vk nt v 1 ...... .... 6 7777'" j- 8 9 it i! -j t it p j 3 1 Add notes 12, 13, & 14 REV. DESCRIPTION RON" F. RUETTGERS CIM EIVGRVEER File Name.- 1NT_C0N1V.DWG Drawn: IJP CHESTER AVENUE STREETSCAPE CITY OF BAKERSFIELD, CALIFORNIA 180 1219 ME�A9W4 Job No.: 278-02 Engineer. VS 3361 Date.3126197 Checked By. RFR INTERCONNECT DETAILS 1 3 ! I { I N CD REGISTERED LANDSCAPE t� LLJ ► I W i I 3 REVIS101 I a � E I} ! I t � U o uj t, i� ! , I i Lu Z 1 ujCD ► : J ■ ij� N r I I ! tij 0 I.._ s i } f SCALE: 3 2 j 2 k v 1 3 s � ALIGN W/ EX IS G EDGE N . �_ __/' C\'V. ALIGN W/ EXIS NG EDGE OF C Z01 S�/d_ BC E F 041 .01 2 z EC I Y-T }- 1CD 0 W ¢ 5 16 4 a w 3 4 + CHSTER AVENUE 13 14E b x D J Q � / IC !Y I-- 2 1 3 15 i 6 2 m 3 7 F' .91'-4p F— Z,�� f ,1 �� 9I7 -1 W. i ! 1 ALIGN Z• ��� # eV 1 f 9 , i Nor II �V1$7 f --- ALIGN W/ EXISTING EISONC, j 90�' CONSTRUCTION KEY i I cri # 2 Q-HERRING BONE BRICK PAVERS. SEE DETAIL 'C, D, E & F SHEET L1.09 HANDICAP RAMP PAVING (EXCEPT AT 19TH AND 20TH ST.), SEE DETAIL 'N' SHEET 1-1.11 'C, ! j 4 I 2 I ► D---DOUBLE WIDE BRICK BORDER. SEE DETAIL D, Edo F SHEET L1.09 i I E ; 1 X DETAIL 'N' SHEET L1.11 `v D -CONCRETE CROSSWALK. SEE DETAIL 'B' SHEET Li .09 4' TREE GRATE. SEE DETAIL 'M' SHEET Li , I EXISTI iG tSET PRESER4. I i I kTION TO REMAIN. TIIES SHRUBS I i I ®-NEW X 4' TREE WELL WITH .14 ALL EXISTING TREE WELLS TO RECEIVE NEW-TREE GRATE. T1fP. -CONCRE 'A' ALL IN PLkCF. IAND ,»�' (5tE MOWSTRIP. SEE DETAIL. SHEET L1.49 D--6' BENCH #700 EMBARCADERO BY CANTERBURY. SEE DETAIL 'G' SHEEP 1-1.10 .000 i Q-LIGHTED BOLLARDS. 40" HIGH MODEL JWiY2 BOLITE BY 'WESTERN LIGHTING. 'K' COLOR PANTONE PMS #562. SEE ELECTRICAL PLANS AND DETAIL SHEET 1-1.10 Q-ALUMINUM FLAG POLE WITH BANNERS. 30 TALL WITH GALV. SPUN ALUM. BALL BY SO. CAI,.. FLAGPOLE. lIrTOTAL THIS SHEET. SEE DETAIL 'H' SHEET 1-1.10 '3 s E ii i 't t I SEE CIVIL ENGINEER'S DRAWINGS I LOCATIONS. CONTRACTOR SHALL AND PROCEED CAREFULLY WHEN i� I @----STEEL TRASH RECEPTACLES MODEL #S-42M BY IRONSITES. SEE DETAIL 'L' SHEET L1.10 THESE EXISTING BASEMENTS. t f NO TE: 75 —CENTER MEDIAN BRICK PAVING.. RUNNING BOND PATTERN, LAID PERPENDICULAR TO CURB. SEE DETAIL 'J', SHEET L1.1 O THE CONTRACTOR SHALL CON TI i! :• i@---EXISTING TREE WELL. TYPICAL SYMBOL. REMOVE EXISTING TREE GRATE. SEE TREE PLANTING PLAN TO VERIFY WHICH TREES ARE REMOVED AND SERVICE 1-800-642-2444, 48 I i i iI f WHICH R QPTION INFORMATION DIRECTORY. EXCA VA TION. C/%i' CSF 8`AKCRSF/EL.D, �t4L%F0RNIA PUBLIC WORKS DEPARTMENT File Nome: 4413L i. fI1 Drawn: JPH No.: 96-4413 ER eer Job ;n Date: 6-01-97 Checked By SKS CHESTER AVENUE STREETSCAPE /MPRO IVIENTS CCW%9TR(JCTlC lV 12LAN L 15 ENUr- H'I'--- H S22 REGISTERED LANDSCAPE a REVIS101 ul) z �tG� U i i � ��t SCALE: G+� hL CONSTRUCTION KEY &HERRING BONE BRICK PAVERS. SEE DETAIL 1c, I HANDICAP RAMP PAVING (EXCEPT AT 19TH AND 2 -C, (D --DOUBLE WIDE BRICK BORDER. SEE DETAIL D DETAIL 'N' SHEET 1-1.11 Q ----NEW 4' X 4' TREE WELL WITH TREE GRATE. SEE L z ALL EXISTING TREE WELLS TO RECEIVE NEW TREE I�-CONCRETE MOWSTRIP. SEE DETAIL 'A' SHEET Ll. I� EALGN (JAt (2> -LIGHTED BOLLARDS. 41Y HIGH MODEL #W2 BOLE v I . COLOR PANTONE PMS #562. SEE ELECTRICAL PI 7 '117 i Q -E..--TFR AVE' @-CENTER MEDIAN BRICK PAVING. RUNNING BOND PERPENDICULAR TO CURB. SEE DETAIL 'J', SHEE @---EXISTING TREE WELL. TYPICAL SYMBOL REMOVE SEE TREE PLANTING PLAN TO VERIFY WHICH TREE WHICH REMAIN. SEE CIV IL ENGINEER'S DRAWINGS LOCATIONS. CONTRACTOR SHALI AND PROCEED CAREFULLY WHEN THESE EXISTING BASEMENTS. NO TE. THE CONTRACTOR SHALL CONTf SERVICE 1-800-642-2444P 48 EXCA VA TION. RI/e Noms., . 441JLI.02 Drawn: JPH C CHESTER AVENUE STREETS APE IMPROVEMENTS CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ob No.: 96-4413 � Engineer, 9?9?� s Date: C�CVVSTRUC77CW P"N I ate: 7—ol-97 Checked By.• SKS I I I., CHES-ER AVL' -NUE 18 102f -e I -0-le x 17'-9' File Nome: 4413L 1.03 Drawn: tPH CRY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT . Job No,: 96-4413 Engineer. Date. 8-01-97 Checked By, SKS CHESTE REGIS CONSTRUCTION KEY REVISI�0 I SCALE Q --HERRING BONE BRICK PAVERS. SEE DETAIL 'C, ,HANDICAP RAMP PAVING (EXCEPT AT 19TH AND (I) --DOUBLE WIDE BRICK BORDER: SEE DETAIL "C DETAIL 'N' SHEET 1-1.11 @--CONCRETE CROSSWALK. SEE DETAIL 'B' SHEET �--NEW 4' X 4' TREE WELL WITH TREE GRATE, SE ALL EXISTING TREE WELLS TO RECEIVE NEW TRE &-CONCRETE MOWSTRIP. SEE DETAIL 'A! SHEET L' (D,-61 BENCH #700 EMBARCADERO BY CANTERBURY. 0 -LIGHTED BOLLARDS. W I- GH MODEL #W2 BOL COLOR PANTONE PMS #562. SEE ELECTRICAL f @4T POT MODEL, #CC4836 CENTURION BY MAGN) SEE DETAIL 11' SHEET LIAO @-V POT MODEL #CC3630 CENTURION BY MAGN) SEE 'DETAIL "I' SHEET 1-1.10 0 --STEEL TRASH RECEPTACLES MODEL #S -42M BY SEE DETAIL 'U SHEET 1-1.10 .(@)-CLEAR AND GRUB EXISTING PLANTERS OF MY S RETURNSALVAGE AND BENCHES TO CITY OF SAI ALL ITEMS TO BE REMOVED PRIOR TO CONSTRIJ( (9 -CENTER MEDIAN BRICK PAVING. RUNNING BOND PERPENDICULAR TO CURB. SEE DETAIL 'J', SHE @--Exis,nNG TREE WELL, TYPICAL SYMBOL. REMON SEE TREE PLANTING PLAN TO VERIFY WHICH TRE WHICH REMAIN @--ADD OPTION INFORMATION KIOSK. rSEE CIV IL ENGINEER'S DRAWING LOCATIONS. CONTRACTOR SHAL AND PROCEED CAREFULLY WHET THESE EXISTING BASEMENTS. NOTE. THE CONTRACTOR SHALL CONT, SERVICE 1-800-642-2444, 48 EXCA VA TION. CHESTER AVENUE S -EETSCAPEIMPRO CCWSTRUC77CW PLAN CN F— LLJ LLJ V) LLJ LLJ LLJ ru-v U� ALI Nm Co IUB ALIGN CHES-ER AVL' -NUE 18 102f -e I -0-le x 17'-9' File Nome: 4413L 1.03 Drawn: tPH CRY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT . Job No,: 96-4413 Engineer. Date. 8-01-97 Checked By, SKS CHESTE REGIS CONSTRUCTION KEY REVISI�0 I SCALE Q --HERRING BONE BRICK PAVERS. SEE DETAIL 'C, ,HANDICAP RAMP PAVING (EXCEPT AT 19TH AND (I) --DOUBLE WIDE BRICK BORDER: SEE DETAIL "C DETAIL 'N' SHEET 1-1.11 @--CONCRETE CROSSWALK. SEE DETAIL 'B' SHEET �--NEW 4' X 4' TREE WELL WITH TREE GRATE, SE ALL EXISTING TREE WELLS TO RECEIVE NEW TRE &-CONCRETE MOWSTRIP. SEE DETAIL 'A! SHEET L' (D,-61 BENCH #700 EMBARCADERO BY CANTERBURY. 0 -LIGHTED BOLLARDS. W I- GH MODEL #W2 BOL COLOR PANTONE PMS #562. SEE ELECTRICAL f @4T POT MODEL, #CC4836 CENTURION BY MAGN) SEE DETAIL 11' SHEET LIAO @-V POT MODEL #CC3630 CENTURION BY MAGN) SEE 'DETAIL "I' SHEET 1-1.10 0 --STEEL TRASH RECEPTACLES MODEL #S -42M BY SEE DETAIL 'U SHEET 1-1.10 .(@)-CLEAR AND GRUB EXISTING PLANTERS OF MY S RETURNSALVAGE AND BENCHES TO CITY OF SAI ALL ITEMS TO BE REMOVED PRIOR TO CONSTRIJ( (9 -CENTER MEDIAN BRICK PAVING. RUNNING BOND PERPENDICULAR TO CURB. SEE DETAIL 'J', SHE @--Exis,nNG TREE WELL, TYPICAL SYMBOL. REMON SEE TREE PLANTING PLAN TO VERIFY WHICH TRE WHICH REMAIN @--ADD OPTION INFORMATION KIOSK. rSEE CIV IL ENGINEER'S DRAWING LOCATIONS. CONTRACTOR SHAL AND PROCEED CAREFULLY WHET THESE EXISTING BASEMENTS. NOTE. THE CONTRACTOR SHALL CONT, SERVICE 1-800-642-2444, 48 EXCA VA TION. CHESTER AVENUE S -EETSCAPEIMPRO CCWSTRUC77CW PLAN W LLJ �' d`' 1� � 'GIs A 3 REVIS101 ■ SCALE: CONSTRUCTION KEY (D -HERRING BONE BRICK PAVERS. SEE DETAIL 'C, HANDICAP RAMP PAVING (EXCEPT AT 19TH AND ---DOUBLE WOE BRICK BORDER. SEE DETAIL 'C, I DETAIL 'N' SHEET L1.11 (�) -CONCRETE CROSSWALK. SEE DETAIL 'B' SHEET I (a . )—NEW 4' X 4' TREE WELL WITH TREE GRATE. SO ALL EXISTING TREE WELLS TO RECEIVE NEW TREE �-CONCRETE MOWSTRIP. SEE DETAIL 'A' SHEET Ll BENCH #700 EMBARCADERO- BY CANTERBURY. @-LIGHTED BOLLARDS'. 40f HIGH MODEL #W2 13OU COLOR PANTONE PMS #562. SEE ELECTRICAL P POT MODEL, #CC6042 CENTURION. BY MAGNA SEE DETAIL T SHEET LIAD ,10 —48" POT MODEL WCC4836 CENTURION BY MAGNA SEE DETAIL 'I' SHEET LIAO (9-36- POT MODEL WCC3630 CENTURION BY MAGNA SEE DETAIL ' SHEET L1.10 @—STEEL TRASH RECEPTACLES MODEL #S -42M BY SEE DETAIL 'L' SHEET L1.10 Q --CLEAR AND GRUB EXISTING PLANTERS OF ANY S' SALVAGE AND RETURN BENCHES TO CITY OF BAK ALL ITEMS TO BE REMOVED PRIOR TO CONSTRUC @-CENTER MEDIAN BRICK PAVING. RUNNING BOND - PERPENDICULAR TO CURB. SEE DETAIL 'J', SHEI @---EXISTING TREE WELL. TYPICAL SYMBOL. REMOV SEE TREE PLANTING PLAN TO VERIFY WHICH TREI WHICH REMAIN, SEE CIVIL ENGINEER'S DRAWINGS LOCATIONS. CONTRACTOR SHALL AND PROCEED CAREFULLY WHEN THESE EXISTING BASEMENTS. NO TE. THE CONTRACTOR SHALL CON TA SE-RVICE 1-800-642-244410 48 EXCA VA TION. We Drawn: in oer 'e r"E r6b En a at p t Checked Name: 441JL 1. 04 Drawn: tIPH -CHESTER AVENUE STREETSCAPE IMPROVEMWS CITY OF BAK'ERSSELD, CALIFORNIA PUBLIC WORKS DEPARTMENT No.: 96 . —4413 e* 6-01-97 Checked By SKS CONSTRUCT :W PLAN • LLJ LIJ LLJ LLJ LLJ F-71 LJ' => Lill 2 5 C_ 3 0 ZN 3 P.A. r 77 nr, ii Rg, 251$1�p 21 6 N U'__ C H TER AV[ L E z I v d-1 26'—T 15 7 12 16 2 7 7 J ID m-� I -- -- ----- —1 ga lo ol RECISTERED LANDSCAPE I/A REVISIOr SCALE., CONSTRUCTION KEY (D -HERRING BONE BRICK PAVERS. SEE DETAIL 'C, I HANDICAP RAMP PAVING (EXCEPT AT 19TH AND 2 0 ---DOUBLE WIDE BRICK BORDER. SEE DETAIL 'Cp D, DETAIL 'N' SHEET L1.11 ,0 -CONCRETE CROSSWALK. SEE DETAIL 'B' SHEET L (D—NEW 4- X V TREE WELL WITH TREE GRATE SEE I ALL EXISTING TREE WELLS TO RECEIVE NEW TREE -&--CONCRETE MOWSTRIP, SEE DETAIL 'A! SHEET L1. ENOH EMBARCADERO BY CANTERBURY. r HIGH MODEL JW2 BOUT NGHTED BOLLARDS. 4C COLOR PANTONE PMS 1562 SEE ELECTRICAL P1 la -CLEAR AND GRUB EXISTING PLANTERS OF ANY S1 SALVAGE AND RETURN BENCHES TO CITY OF BAK 28 CH E' ALL ITEMS TO BE REMOVED PRIOR TO CONSTRUC G.—ADD OPTION CLOCK TOWER, SEE DETAILS SHEET §-CENTER MEDIAN BRICK PAVING. RUNNING BOND PERPENDICULAR TO CURB. SEE DETAIL 'JI, SHEI @--EXISTING TREE WELL.. TYPICAL SYMBOL. REMOV SEE TREE PLANTING PLAN TO VERIFY WHICH TREI WHICH REMAIN. SEE CIVIL ENGINEER'S DRAWING< - LOCATIONS. CONTRACTOR SHALT AND PROCEED CAREFULLY WHEN THESE EXISTING BASEMENTS. NOTE: THE CON TRA CTOR SHALL CON SERVICE 1-800-642-2444, 4� EXCA VA TION. We Nom. JL1.05 Drawn JPH TSCAPE IMPROVE e� 441 CHESTER A VENUE S I Ts 19 pc6)'b No.: 96-44-13 Eng pumic woRKS DEPARTMENT (neer. CCWSTR1JCTXVV P"N C /Ty OF BAKERSFIELD, CALIFORNIA ate: 8-01-97 Checked By, SK L0 CD LLJ LLJ LLJ LLJ U-) VENUE r- 28 C_'HEITER AVENUE 7 ALIGN - – – – – – – – – – — – – – – – – – - (f ') ON W/ C\\I DG. CORD r '61STERED LANDSCAPE ----REVISION SCALE, CONSTRUCTION KEY -HERRING BONE BRICK PAVERS. SEE DETAIL 'G, 0 HANDICAP RAMP PAVING (EXCEPT AT 19TH AND 2( (2)—DOUBLE WIDE BRICK BORDER. SEE DETAIL 'C, D, DETAIL 'N' SHEET L1.11 (j) --NEW 4' X 4' TREE WELL WITH TREE GRATE. SEE ALL EXISTING TREE WELLS TO RECEIVE NEW TREE @-CONCRETE MOWSTRIP. SEE DETAIL 'A' SHEET LM @-LIGHTED BOLLARDS. 40r HIGH MODEL #W2 BOUT COLOR PANTONE PMS -#562. SEE ELECTRICAL PL @-CENTER MEDIAN BRICK PAVING. RUNNING BOND I PERPENDICULAR TO CURB, SEE DETAIL 'J, SHEE 0--EXISRNG TREE WELL TYPICAL SYMBOL. REMOVE SEE TREE PLANTING PLAN TO VERIFY WHICH TREE, WHCH R @-ADD OPTION INFORMATION DIRECTORY. SEE CIVIL ENGINEER'S DRAWINGS LOCATIONS. CONTRACTOR SHALL AND PROCEED CAREFULLY WHEN THESE EXISTING BASEMENTS. NOTE: THE CONTRACTOR SHALL CON TA SERVICE 1-800-642-2444, 48 EXCA VA TION. File Name: 441JL1.0q6Drawn: , JPH CHESTER AVENUE STREETSCAPE IMPROVEM$17 CITY J, 'd L OF BAfCERSFIELD.9 CA L IFORNIA PUBLIC Wob No.96-44-13 Engineer. ORKS DEPARTMENT late., 5-01-97 Checked By. SKS CCWSTRUCMN PLAN I 4E zt CITY OF BAKERSRELD, CALIFORNIA File Name.- 44131-1.07 Drown.- JPH PUBLIC WORKS DEPARTMENT Job No.: 96-4413 tng*inaer Date: 6-01-97 Checked By.• SKS REGISTERED LANDSCAl IL=K REVISIC W Lu co z[==,-: � �, I SCALE CONSTRUCTION KEY O -HERRING BONE BRICK PAVERS. SEE DETAIL 'C, HANDICAP RAMP PAVING {EXCEPT AT 19TH AND @--DOUBLE WIDE BRICK BORDER. SEE DETAIL 'C, 'DETAIL 'N' SHEET 1-1.11 (D --CONCRETE CROSSWALK. I �� �(D—NEW 4' X 4-' TREE WELL WTREE GRATE. S ITHEE-� j TINMOWSTRG TRE IP.WELLS SETO RECEIVE TRI EXIS ALL (5)-CONCR ETEE DETAIL 'A' SHEETT L ,�.1�-'�S (D -LIGHTED BOLLARDS. 40k HIGH MODEL JW2 B01 COLOR PANTONE PMS 1562. SEE ELECTRICAL (9)ALUMINUM FLAG POLE WITH BANNERS. 30' TAL BY SO. CAL. FLAGPOLE. SIX TOTAL THIS SHEET 35 @---EXISTING TREE WELL. TYPICAL SYMBOL. REMO' SEE TREE PLANTING PLAN TO VERIFY WHICH TRI WHICH REMAIN. @-NEW BRICK PAVED DRIVEWAY. SEE DETAIL '0* 0 Is SEE CIV IL ENGINEER'S DRAWING LOCATIONS. CONTRACTOR SHALL AND PROCEED CAREFULLY WHEN THESE EXISTING BASEMENTS. NO TE. - THE CONTRACTOR SHALL CONT� SERVICE 1-800-642-2444.- 48 EXCA VA TION. CHESTER AVENUE S7REETSCAPE IMPROVEMENTS C0NS7WVCTlCW ft.,o4N I /I A r -- CD LLJ LLJ 00 LLJ LLJ u') z LLJ LJ ry Clo Cl -I 3 z 35 N f i CF) Jp 37 + CHESTER AVFNUE CITY OF BAKERSFIELD, CALIFORNIA Nome: 44111,08 Or -own: JPH PUBLIC WORKS DEPARTMENT Job Na. 96-4413 Engineer, rDat.e. 8-09-9 Checked By. SKS ,38 REGISTERED LANDSCAPE IL, REVISION SCALE: CONSTRUCTIONKEY 0-HERRING BONE BRICK PAVERS. SEE DETAIL 'C, I HANDICAP RAMP PAVING (EXCEPT AT 19TH AND 2 (D—DOUBLE WIDE BRICK BORDER. SEE DETAIL 'Ct Di DETAIL 'N' SHEET L1.11 Q ---NEW 4' X 4" TREE WELL WITH TREE GRATE. SEE ALL EXISTING TREE WELLS TO RECEIVE NEW TREE 0 -LIGHTED BOLLARDS. 40r HIGH MODEL #W2 BOL11 COLOR PANTONE PMS #562. SEE ELECTRICAL Pt SEE CIVIL ENGINEER'S DRAWINGS LOCATIONS. CONTRACTOR SHALL AND PROCEED CAREFULLY WHEN THESE EXISTING BASEMENTS. NOTE: THE CON TRA CTOR SHALL CON TI SERVICE 1-800-642-2444;1 48 EXCA VA TION. CHESTER AVENUE STREETSCAPE IMPROVEMEWr. CCWSTRUCTlaV PLAN i REGISTERED LAAIDSCAPE L_REVISIO� "Ar -29 TERRA COTTK INTEGRAL COLOR CONCRETE BY L.M. SCOFIELD W/ HEAVY BROOM FINISH. 3 THICK, REINFORCEMENT PER STANDARD SPEC. THIS DRAWING IS DIAGRAMMATIC TO SHOW PACIFIC CLAY COLOR SUNSET REQ' OLD FORGE PAVER (712) 7 1/2" X 3 1 /7' X 2 3/1 C HERRINGBONE PATTERN TYP. -:. ;;�:. .- . = ,'�.:. •`.. •' `:``':, .,•: �';;::` ��• ::`` ::. :: :`' - ~: • ' I PAVING PATR RNS AND MATERIALS. SEE CONSTRUCTION PLANS FOR ACTUAL LAYOUT INFORMATION. CONTINUE HERRINGBONE PATTERN AROUND OBSTRUCTIONS SUCH AS PULL BOXES, ETC. MORTAR SETTING BED 3 5/8" X 7 5/g' X 7/lir.THIN BRICK PAVERS. SEE DETAIL "r SHEET L1.09 FOR COLOR AND MANUFACTURER. BOLLARD LOCATION TYP. �' , . : , ;" °• •:, ; : 1 ` : ';:' :4'�• '' ' . �`' • «� '°� �:` DO NOT COVER PULL BOXES. stvp£D TRANsmoN EPDXY-slucA CONC, SUNOEIC OR EQUAL •_..; ::-:.: ?'::.', °:,.; :; ` .�. •. .., MITER All DOUBLE ROW CORNER JOINTS, TYP. ADJUST MORTAR JOINTS AL{N+IG DOUBLE ROW 1» EXISTING CONCRETE BASEMENT SLAB ;. !�'•..E: ••�.t :,'i •• •�,,.t .:•• •'''; '' . 4 • "'; . , ' 9` : .TO ALIGN ALL MITERED MORTAR JOINTS. JOINTS TO BE +/- 1 /7 WITH NO JOINTS EXCEEDING a ° O d.• ,.a a ° PACIFIC CLAY COLOR "FLASH REDw 5/9' INCH. N m OLD FORGE PAVER (712) 7 1/2' X 3 /2'` X 2 3/16" 4F EXISTING DOUBLE ROW PATTERN TYP. PRESERVE AND PROTECT ALL SURFACES EDGE OF PAVING BUILDINGS THAT ARE ADJACENT TO OR PROTRUDING INTO THE BRICK IMPROVEMENTS. 4 d< Pp.A SEE DETAIL 'N' SHEET L1.11 FOR H.C. RAMP PAVING }. _ �(# °: • . '.. !� i I 6 d .,A � O• i ADA GROOVING. PLACE IN COLORED BASEMENT BELOW • CONCRETE.1- }-�fl I III I �`;: C BRICK PAVING O,N ESC. BASEMENT 'A CONCRETE MOWSTRIF SCALE: 1" �3'- • AIr. .. •'. •' t • '. •'A'�.i yii `' +_ s- ��; � 14 . ,, . ,.,,. _• . ,:. SCALE; FILE: D_PAV003 FILE: D_PAV002 SILICONE CAULK (TO MATCH MORTAR COLOR) THICK SLAB WITH 81-0" 1, _p" FELT EXPANSION JOINT 1` 2 3 1 e TH CK BRICK PAVING 4w THICK CONCRETE BASE EXISTING CURB 't3QMACRON' SLATE TEX SURFACE. ?9 SEE ALSO DETAIL AND 1 ON SHEET 0.09 FOR THIN PAVERS MORTAR SETTING BED 3 5/d' X 7 5/�' X 7/16" THIN BRICK LD CflLC}R� L.M. QUINGSCOFIF -B�E�I�vf_': ANTIQUING REI ON EXISTING BASEMENTS PAVERS. SEE DETAIL 'E" SHEET L1.09 LITHOCHROME 'A--57 PI FOR COLOR AND MANUFACTURER. MORTAR SETTING BED EXISTING SIDEWALK ---- SLOPE TO MATCH GRADE AT CURB. 4' THICK CONC. BASE W/ 6X6X10 GA REBA BOTH WA 3 THE SUR WIRE MESH CONFORM EXISTING CONCRETE BASEMENT SLPB OtACEN' �- OVER AL WIDTH 12' TYP. #A A A t7ri 1111111111111111. 11 90% COMPACTION TDA DEPTH OF 6" BELOW -OM # /,Tq- THE BOTH OF THE CONCRETE BASE. I � I � # �- 1 — 3 MORTAR JOINTS- +/- I I !! BASEMENT BELOW 1� 90% COMPACTION TO LOW A OF F 95% COMPACTED, 1/T W/ 5/ MAXIMUM WIDTH, VARIES THE BOTTOM ODEPTH LTHE 3 CONCRETE BASE TOA DEPTH OF CONCRETE ON CF 'I DEPTH OF Q" o F TYPICAL SIDEWALK BRICK PAVING E SIDEWALK BRICK PAVING.SECTION 1 D BRK PAVING ON BSMNT AND SLAB 1 112"=I' -Cr B CROSSWALK PAVING SCALE. 1 -1 £: 1 %4 0" FILE': D�;V 1 E D ASCALE: 1 =1'-{iSCALE: FILE. FILE: D_PAV004 FILE: D_PAVaOfi File Name, 441JL lag Drawn. JPH CHESTER A VENUE STREETSCAPE /MPROVEME' S Job Na.: 96-44 13 Engineer. CITY CSF` BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT CCWS7M/CTICN DETAILS Date: 8-01-97 Checked By SKS ',� v I%- v\ji \-1 V\A1 W- y ) Ll M-1 ILL UJI) tm-uiw - M 4111) nl-1)n I I xu 1i \./ NJ I W1 L-\Jll L%il I I lul 1V IRONSITES TM S-42 (36 Galion capacity) ,. All P.L--1 I IAI-- Fitly velded Ats thruomt -71 42 each, 3/8' x I" x SA steel 4 each, steel adjus" feet bar 3lfY damter threaded shaft) 2 each, 318' x 3' with ribber feet sold steel bar �2� X �2'-' �Xl 4 We 94prts All fl0ed coprnts are —4A• clemed, slot -blasted, etched, 3/14r* 1A Wdw bolt p"atted and ektrostatelly center anchor nmukW 4 " Xtr ntJ,.msc+tw TRASH - RECEPTACLE SCAX. N.T.S. FILE, D—SIT003 ADJUSTABLE RETRO FIT FOR PAVERS WITH EXISTING FOR USE IN EXISTING CURB FACE SUBSLAB, SURROUND SLAB VARIE SEF El AN (GROUT SETTING BED) TOP OF HANDICAPPED RAMP SLOPE 1 1/2" X 1 1/2" X 1/40 L CENTER BOLLARD TO TANGENT BOTH 1 1/2 - X 1 1/2- X 1/4- L --2 STEEL FRAME THE EDGE OF THE BRICK AND THE TOP STEEL FRAME OF THE RAMP. SEE ELECTRICAL DETAIL 16 SHEET E9. INSTALL PLUMS. BRICK PAVING WICK OVERFLOW DRAIN FOR EXTERIOR USE FILL TuBE IROX RESERVOIR 'CENTURIAN' SERIES BY MAGNALITE (415) 595-5301 W/ WATERING SYSTEM. SEE PLAN FOR SIZES. FILL TUBE FOAM LEVEL INDICATOR WICK IROX RESERVOIR RESERVOIR AREA OVERFLOW DRAIN FOR EXTERIOR USE OI PO$c WATERING SYSTEM FILE: 'L 02 L1.09 SEE ALSO DETAIL 'C7 AN D 'EF SHEET -1.09 FOR THIN AA VERS XISTIN�bASEMiWTS MORTAR SETTING BELS SILICONE CAULK (TO MATCH MORTAR COLOR) FELT EXPANSION JOINT ,f THICK CONCRETE BASE CURB — SEE CIVIL ENG. PLANS LANDSCAPE a REVISIOf 700 EMBARCADERC BY CANTITMRY It OJARRAW WOOD W 800-935-7111 FINISH SURFACE CONCRETE BASE U 3/Er X 3 1 /f S ANCHOR BOLT. 4 1 TACK WELD NUT T PAINT M MATCH E OG BENCH CONNECTION FILE, D—S=6 TAPERED ALUM. FLAGPOLE BY $0. CAL. FLAGPOLE 4551 YORK BLVD. LOS ANGELES, CA 90041 213-257-8201 3 8 �2� X �2'-' �Xl 4 —4A• F 2" X 2" X 1 TREE GRATE TREE OR BOLTS INTO SHIELDS 2 ROUT JO PAVERS •41 COLORED CONC. PAVING SEE DETAIL 'tf SHEET 1-1.11 COMPACTED SUB—BASE C-4 dr t JOINTS MAXIMUM WIDTH.. 9 4 BASE SLAB 4 ==v 48" SQUARE TREE GRATE BY NEENAH MODEL R-8710 PHONE: (414) 725-7000 M TREE GRATE FRAME K LIGHTED BOLLARD LOCATION J BRICK PAVING C SCALE. MEDIANS H FLAG POLE FOOTING SCALE: SCALE N. T.S. RLE: D—SITM SCALE, RLE, D SAIV 15 FILE:. D—FAvW8.VWG FILE. -71;172' OF BAKERSF1ELt�, CALIFORNIA PUBLIC WORKS DEPARTM File Name.* 441JL110 Drawn, aPH A VENUE STREETSCAPE IMPROVEMEIN7C/7Y, CONSTRUC7701V DETAILS Job No gi5-4413 EngineerCHESTER Date., 6-01-97 Checked By.• SKS REGISTERED LANDSCAPE REVISIO CURB *FLASH RE©' "A-29 TERR BY L.M. SCC FIMSH. REI GROOVING REOUIREN eo3 SEE DETAIL r SHEET L1.09 FOR ADDITIONAL NOTES. PRESERVE AND PROTECT ALL SURFACES OF EXISTING BUILDINGS THAT ARE ADJACENT TO OR PROTRUDING INTO THE MCK IMPROVENENT'S. N TYPICAL H.C. RAMP SCALE: FILE: SCALE: 1%4 = r% �—t FILE: d..pov009 e 3 F 2 3 1Ir THICK BRICK PAVING L1.09 SEE ALSO DETAIL AND U ON SHEET L1.09 FOR THIN PAVERS ON EXISTING BASEMENTS MORTAR SETTING BED r a Q ' --III--i NEW DRNEWAY SHALL MATCH THE SIZE SHAPE OF DRIVEWAY BEING REPLACED. 0 DRIVEWAY PAVING D[ 5CN E: Eil F: SCALE: PILE: SCALE: 1-1 {7 =1 '-0' FILE: 0_PAVO10 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: 4413E 111 Drawn: ,1PN CHESTER A V/ENLIE $i14ErEi'S�APE /MPROI�EME Job No.: 96-4413 En (neer. ???? Date: 6* 01-97 Checked By. SKS CONS%RUCTA:W DETAILS � REAS TERED LANDSCA F REVISIC OILY • L1.12 v C.M.U. MASONRY COLUMN GRANITE CAP TO MATCH CLADDING. A CLOCK 1/4" MORTAR 80 ATTACH TO C.M.U. CORE Li.12 MOUNT PER MANUF. REC. CORE 3/4° GRANITE: PRECAST CONCRETE MOULDING. ATTACH z -• 3/470 ELM CONDUIT FOR ., d AVAILABLE FROM: TO C.M.U. OGRE. CLOCK POWER. ATTACH COLD SRING 209-661-4406 F TO INSIDE FACE OF •XII ' Q N COLUMN. '' ` a a COLOR: RAINBOW d . . ' SUBMIT SHOP DRAWING OF GRANITE e `� � "• CLOCK MOUNTING DOLTS ;x _ ATTACHMENT METHOD, CLIPS, ETC. 1 /2"0 'J' BOLTS EMBEDDED :• \ a GRANITE JOINT: 1/tOx Is' S.S. THREAIIED ROD a %? '' �,-�» INTO CELL FILL. 4 REQ'D. 0 2'-2" + O.C. ti •7 v ° QUIRK MITRE �' yLA SEE PLAN VIEW <" c PRECAST CONC. MOULDING 1 4 dd 1.12 d GRANITE CLADDING ,• �•+ ry �' n CO PRE CONC. MOULDING, , .. . ' - 2" i» 1» -----�- 2-1 X 1 -1 /L HIGH BULLN E. COLOR & TEXTURE 4 ° 4 4 TO MA H OTHER PRECAST. s IS REBAR VERT : ' . ' 6X6X18" PRECISUION C.M.U. ° EACH CORNER AND BLOCK. L1.12 EACH FACE. ,. GROUT CELLS SOLID. ° PLAN VIEW N.T.S. MORTAR BED. ------ 3/4° GR CLADDING. CRFIL.LLED CELL (TYP.) AVAILABLE ROM: COLA SPR! r E GRANITE CLADDI G FULL SIZE C PRECAST CONC. MOULDING 1 ._ � • Vv/ 4:• •••. � ' .. %" ". 09-661- tis 209-661- COLOR: BOW QUIRK M CORNERS. FILE: D_GRM.DWG SCALE:_ FILE D_C4K.DiDDW6 '�'�" a NQ MWLDIN Li.12 PRECAST CNC. BASE ` ( 2p' Vooll.PANELS. OLOR AND .� TEXTURE A SPECIFIED. t r r... SUBMIT PLE FOR APPROVAL OR TO { r 41 — CONSTRUc + d * CONCRETE FILL» CONCRETE ~ . , • - • . .. i •. L �, ti • V �., rt. . { .' • • 4 �,k• p - BAR H R. TIES V 18` D.C. .-- �. . , CURB FACE `� d , y 3/ir E�L•.vL�� (TYP).CALLOW . :.. ..TH 1/4! MORTAR BEI?. � t 4 -�' DO SIDES ~� �••�` 4: :v t' q e _w.,._._. e M a �.SW MIN. E Ecn0N PAST FOOTING f ELEC. • . • ; E 3 4" GRANITE CLADDING tom' � i�' a "G' CONNECTID FLUSH MOU DISCONNECTS < � d. a 4 L1.12 A IN LOCKAB 80X. ONE FOR .,.. . ... : . 4 COi+lC. FOOTING a° .;' 1/2"xl;' S.S. THREADED ROD LIGHTS, ON FOR CLOCK. S.S.FAC E P TE. COORD . ... •: •... .• - �xsx1$ PRECISION BLOCKLAJ LOCATION w ARCHITECT. M177 SOLID GROUTED J3 TIES AT 16' Q.C. . °- ,� .- a o ; -=i= - 2- BAR ES AT TOP OF t+ i it PEDISTAL� .: .. D 4 ,— Z Ve 4 '�'—"�r�' d . • • A BAR TIES A i G Q.L. 15 BAR 24 T :. - A Q _ CONC. FOOTING STAL. • ' `' �. WAYS 0 TOP OF FTG. • 5 BAR 0 1 a �' O.C. BOTH t e t e 9 a 4 dWAY° BAR I� 24" Q.C. ACH - '•� '- • YS 4 BOTTt}M OF FTG. . - Fr G. .. REBAR ( - LOCATE AT CENTER OF ' • • . _ .. i EACH CORNER AND FACE Q PRECAST caN E)I.I D CRETE BA5E MOULDING, G` e .._ PRECAST CON CRETE MOULDING. ATTACH °' 1.13 c� e 4 5 BAR � 12� Q.C. BOTH WAYS. :. :•,;:,. .• f:.�.•. :, .• •^ � .: ` 8 REQUIRED. SEE SECTION T4 C.M.U. CORE. _ FTG. REBAR 5 BARS I CONCRETE nUIED CELL (TYP.) LOCATE AT EACH CORNER AND FACE 8 REQ'D. PLAN VIEW SHOVING LAYOUT 0 VERTICAL REBAR. C.M.U. CORE CONCRETE FILUD Cpl (IYP.) , 4$4 F FOOTING RE AR PLAN VIEW 4_,_a D PRECAST CONC. MOULDING 23 SCALE. _ ,—B d' CLOCK MONUMENT(SECTION) A CLOCK MC�NUMEN FILE: D_CLK_PL 3 - f FILE: D_CLK..D2DWG _ � SCALE,FlLE: 0 CLK_X1.DWG FILE: SCALE- D�4 LK_ EL.O G CITY C7F BA►KERFILL3 C ALIFORNIA PUBLIC WORKS DEPAR77WENT File Name. 4413DXXX Drawn: JPH CHESTER A VENUE STR L�iETSC�4PE iMPJ90VEMEN�"S�. Job No.: 96-4413 En ;naer: ???? CONSTRUCTION DETAILS , J ' ate: 8--07-97 checked By. SKS E 3 it t t► I 0 I I t j CITY OF BAKERSFIELD, A LIFORNIA 3 (kETRENCHING DETAIL "E" SHEET L2.09 �6 y � � Ale TERMINATE MAINLINE STUBOUT AT CQNCR�� THRUST BLOCK IN CONCRETE ` VALVE BOX WITH LID LABELED "IRRIGATION". I PROVIDE 3 CONTROL WIRES AND ONE COMMON WIRE CONNECTED TO CONTRDLLER E t REGISTERED LANDSCAPE AR ILS REVISIONS - IRRIGATION LEGEND (t .) CN SHEET DESCRIPTION DETAI QTY. REF. �► `, ♦ N/A 'RAINBIRD' POP --UP 1804 -SAM -PRS -8 Q, H, F J� � uj it N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS -8 VAN W PS L (D 20 t' ul N/A J \tG L� LLL D CD Q N/A 'RAINBIRD' POP --UP 1804 -SAM -PRS -15 Q, H, F A N/A NX (g. (g. W N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS -15 SST I 4 .'RAINBIRD' POP-UP 1812 -SAM -PRS -6 Q, H, E A N/A 'RAINBIRD" POP-UP 1812 -SAM -PRS -8 VAN A 6 'RAINBIRD' POP-UP 1812 -SAM -PRS -12 Q, H. F W 1 TERMINATE MAINLINE STUBOUT AT CONCR I THRUST BLOCK IN CONCRETE CL 1--- t D t VALVE BOX WITH UD LABELED "IRRIGATIO PROVIDE 3 CONTROL WIRES AND ONE M N ; t U) } T N/A WIRE CONNECTED TO CONTROLLER Tf. A >rl 15 'RAINBIRD' f' RISER 1404 BUBBLER E 0 N/A 2" WATER METER 1 tB�t I: I !r t 37 44 L/4" -3 — -HARDIE' ANGLE VALVE 100 CENTURY SERIE SEE TRENCHING DETAIL "£' SHEET L2.09 'NIBCD' BALL VALVE 3" l B 3 24.70 1/ 3 B, C, iA 'FEBCO' BACKFLOW PREVENTER 825Y .i' D ® N/A 'DATA IND.' FLOW METER JIR-220P (3"). .. - C HE—— 5 TL. R H VE_ N U E --, __ - - ._ - _ ._- � _- � � y►'—e--`� . CLQ--�--d�-�.-� fh�..... r� rh�rh �. rt��.. 29=� � t E 3 it t t► I 0 I I t j CITY OF BAKERSFIELD, A LIFORNIA 3 (kETRENCHING DETAIL "E" SHEET L2.09 �6 y � � Ale TERMINATE MAINLINE STUBOUT AT CQNCR�� THRUST BLOCK IN CONCRETE ` VALVE BOX WITH LID LABELED "IRRIGATION". I PROVIDE 3 CONTROL WIRES AND ONE COMMON WIRE CONNECTED TO CONTRDLLER E t REGISTERED LANDSCAPE AR ILS REVISIONS - IRRIGATION LEGEND (t .) SYM. SHEET DESCRIPTION DETAI QTY. REF. �► `, ♦ N/A 'RAINBIRD' POP --UP 1804 -SAM -PRS -8 Q, H, F A it N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS -8 VAN A PS L (D 20 'RAINBIRD' POP --UP 1804--SAM-PRS-12 Q, H, F A N/A 'RAINBIRD' POA -UP 1804--SAM-PRS-12 VAN A D CD Q N/A 'RAINBIRD' POP --UP 1804 -SAM -PRS -15 Q, H, F A N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS -15 VAN A N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS -15 SST A 4 .'RAINBIRD' POP-UP 1812 -SAM -PRS -6 Q, H, E A N/A 'RAINBIRD" POP-UP 1812 -SAM -PRS -8 VAN A 6 'RAINBIRD' POP-UP 1812 -SAM -PRS -12 Q, H. F A 'RAINBIRD' POP-UP 1812 -SAM -PRS -12 VAN A D N/A 'RAINBIRD' POP-UP 1812 -SAM -PRS -15 SST A T N/A 'RAINBIRD" POP-UP 1812 -SAM -PRS -5 Q, H A >rl 15 'RAINBIRD' f' RISER 1404 BUBBLER L4.00. 0 N/A 2" WATER METER 1 'RAINBIRD' QUICK COUPLER C 1-1-1/f( K -HARDIE' ANGLE VALVE 100 CENTURY SERIE N/A 'NIBCD' BALL VALVE 3" l B 6 'BROOKS' VALVE: BOX SERIES 1419 B, C, N/A 'FEBCO' BACKFLOW PREVENTER 825Y .i' D ® N/A 'DATA IND.' FLOW METER JIR-220P (3"). i #14 OF WIRES TO THE MAXICOM CONTROLLER N/A 'GRISWALD' MASTER CONTROL VALVE T SIZE 1 2000 SERIES A N/A 'RAINBIRD' ESP-24MC-SAT CONTROLLER J N/A 'RAINBIRD' ESP-24MC-SAT CONTROLLER J N/A 'RAINBIRD' FUTURE ESP-40MC--SAT CONT, J MAXICOM ENCLOSURES TWO SUPPLIED BY KERN TURF SUPPLY, INC. 711 LAKE ST., BAKERSFIELD, CA 1-800--350-TURF - _ - 247 SLEEVING SCH, 40 P.V.C. TWICE SLEEVING SCH. 40 GALV. FOR CALTRANS R.O.W. 228' 987' U UNE CL 315 P.V. . NON -PRESSURE LINE CLASS 200 P.V.C. C S C S P.O.C. POINT OF CONNECTION VERIF {I NOTE: ALL MAINLINE AS SHOWN IS DIAGRAMMATIC, VA! ;f VERIFY EXACT MAINLINE LOCATION WITH CITY PRIOR TO TRENCHING. (IiVAL PP CAP AND ABANDON ANY EXISTING IRRIGATION HEADS FOUND IN EXISTING TREE WELLS. HEADS TO REMAIN PROPERTY OF CITY. CAUTION: AVOID PANT CIRCLE CULVERT IN BOWOUT PLANTERS. 3 BACKFILL IN ALL TRENCHES SHALL BE COMPACTED TO 90 PERCENT RELATIVE COMPACTION EXCEPT THAT THE BACKFILL IN THE TOP 30 INCHES OF THE TRENCH SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION. TRENCHES IN PAVED AREAS SHALL BE CAPPED IN ACCORDANCE: WITH THE APPLICABLE ALTERNATE PER DETAIL 'H' ON SHEET L2.09. NO TE: THE CON TRA C TOR SHALL CON TA C T SERVICE 1--800--642--2444, 48 HOb EXCA VA TION. Fate Name; 4413L2.4� Drown: �lf'H CHESTER AVENUE STREETSCA PE IMPROVE ENTS . PUBLIC WORKS DEPARTMENT Job No.: 96-4413 En ineer Date: 6-01--97 Cheer ay: SKS IRRIGATION PLAN N J L.iJ LLJ LLJ Ld V) i t TERMINATE MAINLINE STUBOUT AT CONCRETE j THRUST BLOCK IN CONCRETE ? : { VALVE BOX WITH LID LABELED IRRIGATION", {, PROVIDE 3 CONTROL WIRES AND ONE COMMON j I WIRE CONNECTED TO CONTROLLER ' i t ­� -------------------------- it { t { { 'I I ii -------..._-----------......—._. 4 �--------� -- 1/ 16.77 p21M 19 QL 1/ 19.4G \!A/20.19 • SYM. SHEET ` l LOCATE MAINLINE INSIDE MEDIAN PLANTER ADJACENT TO CURB 4Aem ` sad QTY. 17 ■ ♦ 0 k i►� .e 4 a CHESTER AVENUE I! 9 N/A 3 A Z Gb (D 32 'RAINBIRD' POP-UP 1804 -SAM -PRS --1.2 Q, H, F 'E' 3" 2 'RAINBIRD' POP-UP 1804 -SAM -PRS -12 VAN A SEE TRENCHING DETAIL SH N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS -15 Q. H. F A - __,....,. _.._ - r.... W _.... __,. _. - - - - - - -. - - - _._ _._, ._ - _ - _... - � - - - ___ !� _. - _... - - - _... - - A ET 'RAINBIRD' POP-UP 1804 -SAM -PRS -15 SST _� ` 4 'RAINBIRD' POP-UP 1812 -SAM -PRS -8 Q, H, F A 2 'RAINBIRD' POP-UP 1812 -SAM -PRS -8 VAN A_ 4 'RAINBIRD' POP-UP 1812 -SAM -PRS -12 Q. H, F A : N/A 'RAINBIRD' POP-UP 1812 -SAM -PRS -12 VAN A 0 N/A 'RAINBIRD' POP-UP 1812 -SAM -PRS -15 SST A * N/A 'RAINBIRD' POP-UP 1812 -SAM -PRS -5 Q, H A >< 12 'RAINBIRD' 6r RISER 1404 BUBBLER L4.09 N/A 2' WATER METER € ' { 3 'RAINBIRD' QUICK COUPLER 4 TERtINATE MAINLINE STUBOUT AT CONCRETE THRUST BLOCK IN CONCRETE (I 3 'HARDIE' ANGLE VALVE 100 CENTURY SERIF ! j B } }'t i ► { ( 10 'BROOKS' VALVE BOX SERIES 1415 VAUIE BOX WITH LID LABELED "IRRIGATION°. PROVIDE 3 CONTROL: WIRES AND ONE COMMON WIRE CONNECTED TO CONTROLLER "Ir. iI !' N/A ! D ® N/A 'DATA IND.' FLOW METER #IR -220P (3"). I CISTERED LANDSCAPE � ILS REVISION SCALE: IRRIGATION LEGEND (t .) SYM. SHEET DESCRIPTION DETAII QTY. REF. ■ ♦ 0 N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS -8 Q, H, F A 9 N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS -8 VAN A Z Gb (D 32 'RAINBIRD' POP-UP 1804 -SAM -PRS --1.2 Q, H, F A 2 'RAINBIRD' POP-UP 1804 -SAM -PRS -12 VAN A b G� Q N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS -15 Q. H. F A N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS -15 VAN A N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS -15 SST A ` 4 'RAINBIRD' POP-UP 1812 -SAM -PRS -8 Q, H, F A 2 'RAINBIRD' POP-UP 1812 -SAM -PRS -8 VAN A_ 4 'RAINBIRD' POP-UP 1812 -SAM -PRS -12 Q. H, F A N/A 'RAINBIRD' POP-UP 1812 -SAM -PRS -12 VAN A 0 N/A 'RAINBIRD' POP-UP 1812 -SAM -PRS -15 SST A * N/A 'RAINBIRD' POP-UP 1812 -SAM -PRS -5 Q, H A >< 12 'RAINBIRD' 6r RISER 1404 BUBBLER L4.09 N/A 2' WATER METER 3 'RAINBIRD' QUICK COUPLER 4 C 3 'HARDIE' ANGLE VALVE 100 CENTURY SERIF K N/A B 'NIBCO' BALL VALVE Y SIZ 10 'BROOKS' VALVE BOX SERIES 1415 Bo C, N/A 'FEBCO' BACKFLOW PRE)VENTER 825Y 3 ` D ® N/A 'DATA IND.' FLOW METER #IR -220P (3"). I #14 OF WIRES TO THE MAXICOM CONTROLLER © N/A 'GRISWALD' MASTER CONTROL VALVE 3r SIZE i 2000 SERIES N/A 'RAINBIRD' ESP-24MC--SAT CONTROLLER J ® N/A 'RAINBIRD' ESP-24MC-SAT CONTROLLER J N/A 'RAINBIRD' FUTURE ESP-40MC-SAT CONT, J MAXICOM ENCLOSURES TWO SUPPLIED BY KERN TURF SUPPLY, INC. 711 LAKE ST., BAKERSFIELD, CA 1 -800 -350 -TURF BOOM 436' SLEEVING SCH. 40 P.V.C. TWICI NG SCH. 40 GALV. FOR CALTRANS R,O.W. WEES 493' 1253' C C UNE Ct 315 P.V. NON -PRESSURE LINE CLASS 200 P.V.C. P.O.C. POINT OF CONNECTION VER1F NOTE: ALL MAINLINE AS SHOWN IS DIAGRAMMATIC. VAI VERIFY EXACT MAINLINE LOCATION NTH CITY PRIOR TO TRENCHING. GPI CAP AND ABANDON ANY EXISTING IRRIGATION VA] HEADS FOUND IN EXISTING TREE WELLS. HEADS TO REMAIN PROPERTY OF CITY. CAUTION: AVOID PART CIRCLE CULVERT IN BOWOUT PLANTERS. 3 BACKFILL IN ALL TRENCHES SHALL BE COMPACTED TO 90 PERCENT RELATIVE COMPACTION EXCEPT THAT THE BACKFILL IN THE TOP 30 INCHES OF THE TRENCH SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION:. TRENCHES IN PAVED AREAS SHALL BE CAPPED IN ACCORDANCE WITH THE APPLICABLE ALTERNATE PER DETAIL 'H' ON SHEET L2.09. NOTE., THE CON TRACTOR SHALL CON TAC SERVICE 1-800-642--24441- 48 H EXCA VA TION Ile Warne: 4413L2 02 Drawn: ]PH - CHESTER A VENUE STREETSCAPE IMPROVE lV'7"S CITY OF BAKERSF/BLD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 96-4413 Engineer.,, Date: 8-01--97 Checked By., SKS MIGATI PL.4W N 0 �V J F --- W W t= w LLJ C/) w ra C� CONTRACTOR TO PROVIDE 1-2" CONDUIT FROM CONTROLLER TO EXISTING MANHOLE IN ALLEY. CONTRACTOR TO CONTACT PACBELL ENGINEER 30 DAYS PROIR T4 START FOR COORDINATION: PACIFIC ENGINEER: MIKE HINSDN (805) 631-3410 LOCATE MAINLINE INSIDE MEDIAN PLANTER ADJACENT TO CURB ..-CHF-'�S ER AVENUF 1 B 5 TT UE PROVIDE EXTRA 3 CONTROL WIRES AND ONE COMMON WIRE CONNECTED TO CONTROLLER ' e . We Name: 441 JL2. 03 Drawn: JPH OITY OF BAKERSF/ELD, OALIrFORNIA PUBLIC WORKS DEPARTMENT � Na: 96-4473 Fn ineer: [Dote., 8-01-97 Checked 9y.' SKS W Z REGISTERED LANDSCAPE A 3 REVISION' t � � SCALE: IRRIGATION LEGEND (t .) SYM. SHEET DESCRIPTION DETAII QTY. REF. t 3 'RAINBIRD' POP—UP 1804—SAM—PRS-8 Q, H, F A K 17 'RANBLRD' POP—UP 1804—SAM-PRS-8 VAN A 1?S Ch 25 'RAINBIRD' POP—UP 1804—SAM—PRS-12 Q, H, F A 3 'RAINSIRD' POP—UP 1804—SAM—PRS-12 VAN A b Cb Q 1 'RAINBIRD' POP—UP 1804—SAM—PRS-15 Q, H. F A Its 2 '.RAINBIRD' POP—UP 1804—SAM—PRS-15 VAN A N/A 'RAINBIRD' POP—UP 1804—SAM—PRS-15 SST A 14 'RAINSIRD' POP—UP 1812—SAM—PRS-8 Q, H, F A 10 'RAINBIRD' POP-UP 1812 -SAM -PRS -8 VAN A Q 7 'RAINBIRD' POP-UP 1812 -SAM -PRS -12 Q, H, F A 4 'RAINBIRD' POP-UP 1812 -SAM -PRS -12 VAN A 0 2 'RAINBIRD' POP-UP 1812 -SAM -PRS -15 SST A 39 'RAINBIRD' POP-UP 1812 -SAM -PRS -5 Q, H A ,;c 6 'RAINSIRD' 6" RISER 1404 13UBSLER L4.09 D N/A f WATER METER 2 'RAINBIRD' QUICK COUPLER C 10 K 'HARDIE' ANGLE VALVE 100 CENTUR�SEM E N/A 'NIBCO' BALL VALVE 3" SIZ B 12 'BROOKS' VALVE BOX SERIES 1419 C, 0 N/A 'FEBCO' BACKFLOW PREVENTER 825Y r D N/A 'DATA IND.' FLOW METER LIR-220P (3"). 1 #14 OF WIRES TO THE MAXICOM CONTROLLER QP N/A 'GRISWALD' MASTER CONTROL VALVE 3' SIZE I 2000 SERIES ® 1 'RAINBIRD' ESP-24MC—SAT CONTROLLER J �l 1 'RAINSIRD' ESP-24MC—SAT CONTROLLER J 1 'RAINBIRD' FUTURE ESP-40MC--SAT CONT, J MAXICOM ENCLOSURES TWO SUPPLIED BY KERN TURF SUPPLY, INC. 711 LAKE ST., BAKERSFIELD, CA 1-800-350—TURF 557' SLEEVING SCH. 40 P.V.C. TWICE SLEEVING SCH. 40 GALV. FO�11ALTRANS R.O.W.596' 2278' C S C S E UNE CL 315 P.V NON --PRESSURE UNE: CLASS 200 P.V.C. P,O.C. POINT OF CONNECTION VERIF NOTE: ALL MAINLINE AS SHOWN IS DIAGRAMMATIC. VAI VERIFY EXACT MAINUNE LOCATION WITH CITY PRIOR TO TRENCHING. GPI CAP AND ABANDON ANY EXISTING IRRIGATION VAL HEADS FOUND IN EXISTING TREE WELLS. HEADS TO REMAIN PROPERTY OF CITY. CAUTION: AVOID PART CIRCLE CULVERT IN BOWOUT PLANTERS, BACKFILL IN ALL TRENCHES SHALL BE COMPACTED TO 90 PERCENT RELATIVE COMPACTION EXCEPT THAT THE BACKFILL IN THE TOP 30 INCHES OF THE TRENCH SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION. TRENCHES IN PAVED AREAS SHALL BE CAPPED IN ACCORDANCE WITH THE APPLICABLE ALTERNATE PER DETAIL 'H' ON SHEEP L2.D9. NO TE: THE CON TRA C TOR SHALL CON TA C 7 SERVICE 1-800-642-24441- 48 W EXCA VA TION. CHESTER AVENUE STREETSCAPE IMPR VEMENTS lF�TIGAT/ON PLAN ! d , _r � j __C, L Lr) C:) LLJ LLJ Ld u V)LLJ LLJ I LTJ nz 00 jj � � ## `� I k . . . . . . . . . . . . . 0 '14 10 11L t4" I r BY CALIFORNIA WATER TRENCHING DETAIL "r SHEET L2.09 M 3 10.05 13.71 __T I \LAI A INSTALL BFP IN SHR BED P.O.C.P*O*C' R BED ATE MAINLINE INSIDE MEDIAN PLANTER ADJACENT TD y p ,, na= r 2 � 1 f 24 r - NESTER A V E N U E i I I 3 J SEE TRENCHING DETAIL "9' SHEET L2.09 SII � II FF 34' Cl-ff OF BAKERSF/ELD, CALIFORNIA File Name. 4493L2. 04 Drawn: JPH mmm� o" PUBLIC WORKS 0EPARTMENT Job No.: 96-4413 Engineer. - Date. 8-01-97 Checked By. 7sm REGISTERED LANDSCAPE Ai ILS REVISION`. SCALE: IRRIGATION LEGEND (typ.) SYM. SHEET DESCRIPTION DETAII QTY, I I REF. lb Ak 11 'RAINBIRD' POP-UP 1804 -SAM -PRS -8 Q. H, F A 22 'RAINBIRD' POP-UP 1804 -SAM -PRS -8 VAN A pS (tel 10 'RAINBIRD' POP-UP 1804 -SAM -PRS -12. Q, H, F A 3 'RAINBIRD' POP-UP 1804 -SAM -PRS -12 VAN A 1 'RAINBIRD' POP-UP 1804 -SAM -PRS -15 0, H. F A b 1 'RAINBIRD' POP-UP 1804 -SAM -PRS -15 VAN A N/A 'RAINBIRD', POP-UP 1804 -SAM -PRS -15 SST A 14 'RAINBIRD' POP-UP 1812 -SAM -PRS -8 Q. H, F A 17 1() 'RAINBIRD' POP-UP 1812 -SAM -PRS -8 VAN A 7 'RAINBIRD' POP-UP 1812 -SAM -PRS -12 Q, H, F A 4 'RAINBIRD' POP-UP 1812 -SAM -PRS -12 VAN A 2 "RAINBIRD' POP-UP 1812 -SAM -PRS -15 SST A 39 'RAINBIRD' POP-UP 1812 -SAM -PRS -5 0, H. A xc 7 'RAINBIRD' 9* RISER 1404 BUBBLER L4.0c. m 1 :r WATER METER 1 "RAINBRD'- QUICK COUPLER LRC_1" C 2 (.,'HARDIE' K - ANGLE VALVE 100 CENTURY SERIF A 2 13 'NIBCO' BALL VALVE Y S1_Zr_ 3 'BROOKS' VALVE 13OX SERIES 1419 B, C, I 'FEBCO" BACKFLOW PIRDIENTER 825Y D 1 'DATA IND.- FLOW METER IIR-220P (2r). 1 #14 OF WIRES TO THE MAXICOM CONTROLLER 1 'GRISWALD' MASTER CONTROL VALVE 3' SIZE 2000 SERIES -A\ N/A 'RAINBIRD' ESP-24MC-SAT CONTROLLER i N/A 'RAINBIRD' ESP-24MC-SAT CONTROLLER NIA 'RAINBIRD' FUTURE ESP-40MC-SAT CONT, J MAXICOM ENCLOSURES TWO SUPPLIED BY KERN TURF SUPPLY, INC. 711 LAKE ST., BAKERSFIELD, CA 1 -800 -350 -TURF 572' SLEEVING SCH. 40 P.V.C. TWIG ( SLEEVING SCH. 40 GALV. FOR CALT1RANS:R:.0o_W. 1822' NON -PRESSURE UNE CLASS 200 P.V.C. I POINT OF CONNECTION VERT P.O.C. NOTE: ALL MAINLINE AS SHOWN IS DIAGRAMMATIC. V) VERIFY EXACT MAINLINE LOCATION WITH M PRIOR TO TRENCHING. GF CAP AND ABANDON ANY EXISTING IRRIGATI©N V� HEADS FOUND IN EXISTING TREE WELLS. HEADS TO REMAIN PROPERTY OF CITY. CAUTION: AVOID PART CIRCLE CULVERT IN BOWOUT PLANTERS, BACKFILL IN ALL TRENCHES SHALL BE COMPACTED TO 9G PERCENT RELATIVE COMPACTION EXCEPT THAT THE BACKFILL IN THE TOP 30 INCHES OF THE TRENCH SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION, TRENCHES IN PAVED AREAS SHALL BE CAPPED IN ACCORDANCE WITH THE APPLICABLE ALTERNATE PER DETAIL 'H' ON SHEET 19.09. NOTE, THE CONTRACTOR SHALL CONTAC SERVICE 1-800-642-2444, 48 h EXCA VA TION. CHESTER AVENUE STREETSCAPE IMPROVEMENTS IRRIG4 MN PLAN _J I-_ LLJ LLJ S (l7 W LLJLLJ J S �S L 1' ! W I—. ff U} moi. �f y4_j 0 File Name: 4413L2.05 prawn: IPH CITY OF BAKERSFIAELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 96-4413 Engineer., ©ate: 5---01--97 Checked By; SKS -3y CQ C3 h! J F— LLJ LLJ Z w LEGEND t SYM. SHEET DESCRPTION f _ 1 8.44# 98 1� It f; j REF t a * _ q 6.00 TERMINATE MAINLINE STUB]UT AT CONC I 136 f A s' 4 'RAINBIRD' POP-UP 1804 -SAM -PRS -8 VAN THRUST BLOCK IN CONCRETE VALVE BOX WITH LID LABELED "IRRIGATIO . R5 &. (D -1i 15.84 'RAINBIRD' POP-UP 1804 -SAM -PRS -12 4, H, F A SI 3 1 1350 PROVIDE 3 CONTROL WIRES AND ONE CO MON . WIRE CONNECTED TO CONTROLLER I YOB PROVIDE EXTRA 3 CONTROL WIRES AND ONE COMMON WIRE CONNECTED N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS -15 0, H, F A 146 N/A TO CONTROLLER °C', A 2 'RAINBIRD' POP-UP 1804 -SAM -PRS -15 SST A 7 'RAINBIRD' POP-UP 1812 -SAM -PRS -8 Q, H, F A 7 'RAINBIRD' POP-UP 1812--SAM-PRS-8 VAN A 9 'RAINBIRD' POP-UP 1812 -SAM -PRS -12 Q, H, F f 2 ! 4 'RAINBIRD' POP-UP 1812 -SAM -PRS -12 VAN A © 3 'RAINBIRD' POP-UP 1812 -SAM -PRS -15 SST i rM1"II� wrr ww.w www r� i i �!� .A..�A s! r�i �� �► i� i � �� w,., 38 14.43 9A SEE TRENCHING DETAIL "Ex SHEET L2.09 � 1/ 30.61 10A pec 10 3, LOCATE MAINLINE INSIDE MEDIAN PLANTER ADJACENT TO CURB O wt� � awwrr r w�.� �� w� �wwrr �� ��. �. it ��� ww'w wrw an.wu► rrwr � wr�+� ..w� �� �� �r . 2 .,_, C 10 CH ESTER ER AVEfel 'HARDIE' . ANGLE VALVE 100 CENTURY SERIF N/A 'NIBCO' BALL VALVE 3" SIZ B 16 3 � 3 , C, I f SEE TRENCHING DETAIL "E" SHEET L2.09 D ® N/A 'DATA IND.' FLOW METER IIR-220P (:i). 1 #14 OF WIRES TO THE MAXICOM CONTROLLER {]P qL 'GRISWALD' MASTER CONTROL VALVE 3" SIZE 1 PROVIDE EXTRA 3 CONTROL WIRESTERM ' AND ONE COMMON WIRE CONNECTED N/A 'RAINBIRD' ESP-24MC-SAT CONTROLLER NATE IMAINLINE STU13OUT AT CONCRETE irlI THRUST BLOCK IN CONCRETE I TO CONTROLLER "1+ . 'RAINBIRD' ESP-24MC-SAT CONTROLLER 1 12.00 VALVE BOX WITH LID LABELED "IRRIGATION'. C 3 'RAINBIRD' FUTURE ESP--40MC--SAT CONT. 956 PROVIDE 3 CONTROL WIRES AND ONE COMMO WIRE CONNECTED TO CONTROLLER "Cr. i1B 16.27 MAXICOM ENCLOSURES 9.00 i 'SUPPLIED BY KERN TURF SUPPLY, INC. 1&B 9.20 711 LAKE ST., BAKERSFIELD, CA ' 128 1 -800 -350 -TURF File Name: 4413L2.05 prawn: IPH CITY OF BAKERSFIAELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 96-4413 Engineer., ©ate: 5---01--97 Checked By; SKS -3y CQ C3 h! J F— LLJ LLJ Z w REGISTERED LANDSCAPE / IL=K REVISION r SCALE.' IRRIGATION LEGEND t SYM. SHEET DESCRPTION f i i 1� It REGISTERED LANDSCAPE / IL=K REVISION r SCALE.' IRRIGATION LEGEND t SYM. SHEET DESCRPTION DETA QTY. REF t a * 6 'RAINBIRD' POP-UP 1804. -SAM -PRS -8 Q, H. F" A K 4 'RAINBIRD' POP-UP 1804 -SAM -PRS -8 VAN A R5 &. (D 23 'RAINBIRD' POP-UP 1804 -SAM -PRS -12 4, H, F A SI 3 'RAINBIRD' POP-UP 1804 -SAM -PRS -12 VAN A D D 0 N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS -15 0, H, F A Its N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS -15 VAN A 2 'RAINBIRD' POP-UP 1804 -SAM -PRS -15 SST A 7 'RAINBIRD' POP-UP 1812 -SAM -PRS -8 Q, H, F A 7 'RAINBIRD' POP-UP 1812--SAM-PRS-8 VAN A 9 'RAINBIRD' POP-UP 1812 -SAM -PRS -12 Q, H, F A 4 'RAINBIRD' POP-UP 1812 -SAM -PRS -12 VAN A © 3 'RAINBIRD' POP-UP 1812 -SAM -PRS -15 SST A : 38 'RAINBIRD' POP-UP 1812• -SAM -PRS -5 Q, H A pec 10 'RAINBIRD' 6* RISER 1404 BUBBLER L4.01, O N/A 2" WATER METER 2 'RAINBIRD' QUICK COUPLER " C 10 K 'HARDIE' . ANGLE VALVE 100 CENTURY SERIF N/A 'NIBCO' BALL VALVE 3" SIZ B 16 'BROOKS' VALVE BOX SERIES 1419 , C, Q N/A 'FEBCO' BACKFLOW PREVENTER 825Y V D ® N/A 'DATA IND.' FLOW METER IIR-220P (:i). 1 #14 OF WIRES TO THE MAXICOM CONTROLLER {]P N/A 'GRISWALD' MASTER CONTROL VALVE 3" SIZE 1 2000 SERIES N/A 'RAINBIRD' ESP-24MC-SAT CONTROLLER J B N/A 'RAINBIRD' ESP-24MC-SAT CONTROLLER J C N/A 'RAINBIRD' FUTURE ESP--40MC--SAT CONT. J MAXICOM ENCLOSURES TWO 'SUPPLIED BY KERN TURF SUPPLY, INC. 711 LAKE ST., BAKERSFIELD, CA 1 -800 -350 -TURF 544' SLEEVING SCH. 40 P.Y.C. TM( SLEEVING SCH. 40 GALV. FOR_ CALTRANS R.O.W. 945' 1678' RE LINE CL 315 P.V. . NON -PRESSURE LINE CLASS 200 P.V.C. C C P.O.C. POINT OF CONNECTION VERI { NOTE: ALL MAINLINE AS SHOWN IS DIAGRAMMATIC. Vi VERIFY EXACT MAINLINE LOCATION WITH CITY PRIOR TO TRENCHING. GF CAP AND ABANDON ANY EXISTING IRRIGATION VA HEADS FOUND IN EXISTING TREE WELLS. HEADS TO REMAIN PROPERTY OF CITY. CAUTION: AVOID PART CIRCLE CULVERT IN BOWOUT PLANTERS. 3 BACKFILL IN ALL TRENCHES SHALL BE COMPACTED TO 90 PERCENT RELATIVE COMPACTION EXCEPT THAT THE BACKFILL IN THE TOP 30 INCHES OF THE TRENCH SHALL 13E COMPACTED TO 95 PERCENT RELATIVE COMPACTION. TRENCHES IN PAVED AREAS SHALL BE CAPPED IN ACCORDANCE WITH THE APPLICABLE ALTERNATE PER DETAIL 'H' ON SHEEP L2.09. (VOTE. THE CONTRACTOR SHALL CON TAC SERVICE 1-800-642-2444, 48 H EXCA VA TION. CHESTER AVENUE STREETSCAPE IMPRO ENTS IRRIM477OIN PLAN R �°" VENUE. L0 J Lu w W W Z J U F -- Q _..t_1 i i trcMINAl t MAINUNt b E UMU I Al. LUMM I t W ! THRUST BLOCK IN CONCRETE % # VALVE BOX WITH UD LABELED "IRRIGATION". ICY I PROVIDE 3 CONTROL WIRES AND ONE COMMON ! f— WIRE CONNECTED TO CONTROLLER 4 S I i� a _! I t Ci TBCi 313 l i i - - - - - - - - - - - - — - -- - - - - - -- 4740=f SEE TRENCHING DETAIL Or SHEET L2.09 24.76 1 j 16.50 1/ 11A 12A 1.:? 41 LOCATE MAINLINE INSIDE MEDIAN PLANTER ADJACENT TO CURB . Q .J w W to LJ LJ V) LJ TJ U d �N Ij W cJll N _L 2E CH E c TE R A VF N U E � ;,,�-== = ���� ,� -;�► �. �► �► �� ;vl 3;VIN t � s, in RENS REVISION ■ SCALE.' IRRIGATION LEGEND (t .) SYM. SHEET DESCRIPTION DEI', QT'. REI Ilk ,• • 6 'RAINBIRD' POP—UP 1804—SAM—PRS-8 0, H, F A K N/A 'RAINBIRD' POP—UP 1804—SAM—PRS-8 VAN A z Ch (1) 15 'RAINBIRD' POP—UP 1804—SAM—PRS-12 Q, H, F A v 4 'RAINBIRD' POP—UP 1804—SAM—PRS-12 VAN A D © O N/A 'RAINBIRD' POP—UP 1804—SAM—PRS-15 Q, H. F A Its N/A 'RAINBIRD' POP—UP 1804—SAM—PRS-15 VAN A N/A 'RAINBIRD' POP—UP 1804--SAM—PRS-15 SST A N/A 'RAINBIRD' POP—UP 1812—SAM—PRS-8 0, H. F A N/A 'RAINBIRD' POP—UP 1812—SAM—PRS-8 VAN A 20 'RAINBIRD' POP—UP 1812—SAM—PRS-12 Q, H. F A 2 'RAINBIRD' POP—UP 1812—SAM—PRS-12 VAN A .I� N/A 'RAINBIRD' PQP—UP 1812—SAM—PRS-15 SST A N/A 'RAINBIRD' POP—UP 1812—SAM—PRS-5 Q, H A �c 17 'RAINBIRD' I; RISER 1404 BUBBLER L4.0 O N/A 2" WATER METER 1 'RAINBIRD' QUICK COUPLER C 'HARDIE' ANGLE VALVE 100 CENTURY SERIE 2 K N/A $ 'NtBCO' BALI. VALVE 3" SIZ 7 'BROOKS' VALVE BOX SERIES 1419 B, C, 0 N/A 'FEBCO' BACKFLOW PREVENTER 825Y T D N/A 'DATA IND.' FLOW METER #IR -220P (Y). t #14 OF WIRES TO THE MAXICQM CONTROLLER N/A 'GRISWALD' MASTER CONTROL VALVE 3' SIZE I 2000 SERIES V N/A 'RAINBIRD' ESP-24MC—SAT CONTROLLER J /B N/A 'RAINBIRD' ESP-24MC—SAT CONTROLLER ! �C N/A 'RAINBIRD' FUTURE ESP-40MC—SAT CONT. J MAXICOM ENCLOSURES TWO SUPPLIED BY KERN TURF SUPPLY, INC. 711 LAKE ST., BAKERSFIELD, CA 1-800-350—TURF 406' SLEEVING SCH. 40 P.V.C. TWIt SLEEVING SCH. 40 GALV. FOR CALTRANS R.O.W. 479' 1240' C C RES LINE CL 315 P.V. NON—PRESSURE LINE CLASS 200 P.V.C. P.O.C. POINT OF CONNECTIONVERT NOTE: ALL MAINLINE AS SHOWN IS DIAGRAMMATIC. vi VERIFY EXACT MAINLINE LOCATION WITH CITY PRIOR TO TRENCHING. GF CAP AND ABANDON ANY EXISTING IRRIGATION v� HEADS FOUND IN EXISTING TREE WELLS. HEADS TO REMAIN PROPERTY OF CITY. CAUTION: AVOID PART CIRCLE CULVERT IN BOWOUT PLANTERS. 3 BACKFILL IN ALL TRENCHES SHALL BE COMPACTED TO 90 PERCENT RELATIVE COMPACTION EXCEPT THAT THE BACKRLL IN THE TOP 30 INCHES OF THE TRENCH SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION. TRENCHES IN PAVED AREAS SHALL BE CAPPED IN ACCORDANCE WITH THE APPLICABLE ALTERNATE PER DETAIL 'H' ON SHEET L2.D9. NO TE: THE CON TRA C TOR SHALL CON TA C SERVICE 1-800-642-2444, 48 H EXCA VA TION. File Name: 441 JL2, 06 Drawn. JPH CHESTER A VENUES 1 "E T "SCAPE IMPROVEI UI,ENTS Cr%�i� �l """"" LAK R IE��, C�Aj..1FQRNIA PUBLIC WORKS DEPARTMENT Job No.: 96--4413 Engineer: ]Date: 8-07-97 Checked By. SKS IRR/GA770N PLAN CD CD N J w� LL.J V) W W W 0 cI. 00 q I— W W W V) W it REGISTERED LANDSCAPE 3 REVISIO(� t SCALE: IRRIGATION LEGEND (tp.) SYM. SHEET DESCRIPTION DET t t I REGISTERED LANDSCAPE 3 REVISIO(� t SCALE: IRRIGATION LEGEND (tp.) SYM. SHEET DESCRIPTION DET QTY. RE lb A& 0 N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS --8 Q, H, F A K N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS --8 VAN A QS d:i ( 35 'RAINBIRD' POP-UP 1804 -SAM -PRS -12 Q, H, F A Y 10 'RAINBIRD' POP-UP 1804 -SAM -PRS -12 VAN A D U 0 N/A 'RAINBIRD.'. POP-UP 1804-SAM--PRS-15 Q. H, F A N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS -15 VAN A N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS -15 SST A 4 'RAINBIRD' POP-UP 1812 -SAM -PRS -8 Q, H, F A 1 'RAINBIRD' POP-UP 1812 -SAM -PRS -8 VAN A 11 'RAINBIRD' PEEP -UP 1812 -SAM -PRS -12 Q, H, F A 3 'RAINBIRD' POP-UP 1812-SAM--PRS-12 VAN A G� N/A 'RAINSIRD' POP-UP 1812 -SAM -PRS -15 SST A N/A 'RAINBIRD' POP-UP 1812 -SAM -PRS -5 Q, H A �c 14 'RAINBIRD' Cr RISER 1404 BUBBLER L4.1 R N/A f WATER METER 3 'RAINBIRD' QUICK COUPLER " C i 3 K $HARDIE' ANGLE VALVE 100 CENTURY SERIF N/A E 'N19C0' BALL. VALVE Y SiZ 6 'BROOKS' VALVE BOX SERIES 1419 B, C 0 N/A 'FEBCO' BACKFLOW PREVENTER 8251 3r C ® N/A 'DATA IND.' FLOW METER #IR -220P (3"). I #14 OF WIRES TO THE MAXICOM CONTROLLER PC� N/A 'GRISWALD' MASTER CONTROL. VALVE 3" SIZE I 2000 SERIES O N/A 'RAINBIRD' ESP-24MC-SAT CONTROLLER J /B N/A 'RAINBIRD' ESP-24MC-SAT CONTROLLER J CC� N/A 'RAINBIRD' FUTURE ESP-40MC-SAT CONT. J MAXICOM ENCLOSURES TW( SUPPLIED BY KERN TURF SUPPLY, INC. 711 LAKE ST., BAKERSFIELD, CA 1--800-350-TURF BMW 71' SLEEVING SCH. 40 P.V.C. TM 81' SLEEVING SCH. 40 GALV. FOR CALTRANS R.O.W. 204' 1382' C C R LINE CL 315 P.V. NON -PRESSURE LINE CLASS 200 P.V.C. P.O.C. POINT OF CONNECTION VEF . 1 I NOTE: ALL MAINLINE AS SHOWN IS DIAGRAMMATIC. ! i VERIFY EXACT MAINLINE LOCATION WITH CITY PRIOR fr TO TRENCHING. G) CAP AND ABANDON ANY EXISTING IRRIGATION HEADS FOUND IN EXISTING TREE WELLS. HEADS TO REMAIN PROPERTY OF CITY. CAUTION: AVOID PART CIRCLE CULVERT IN BOW©UT PLANTERS. 3 BACKFILL IN ALL TRENCHES SHALL BE COMPACTED TO 90 PERCENT RELATIVE COMPACTION EXCEPT THAT THE BACKFILL IN THE TOP 3ti INCHES OF THE TRENCH SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION. TRENCHES IN PAVED AREAS SHALL BE CAPPED IN ACCORDANCE WITH THE APPLICABLE ALTERNATE PER DETAIL 'H' ON SHEET L2.D9. NO TE: THE CON TRAC TOR SHALL CON TA G SERVICE 1-800-642-2444, 48 h EXCA VA T1 ON. �b Name: 44 4133 7 Drawn: IPt� CHESTER AVENUE STREETSCAPE /MPROVEMEA TS CITY CSF BAKERSF/ELD, CALII�aRNA PUBLIC WORKS DEPARTMENT ob No.: ss-44�.� Engineer, ' Date: 8-01--97 Checked By. Slt's /RRIGAT/OIV PLAN ,31 A 36 37 CHESTER AVENI Ll rl/e Name: 441JL2.08 Drawn: lPh Job No.: 96-4413 En ;neer. CITY 01=B__A_KERS)=1ELD, CALIFORNIA PU13LIC WORKS DEPARTMENT Ej Date: 8-01-97 Checked By. SKS REGISTERED LANDSCAPE A IL, REVISION. NOTE: ALL MAINLINE AS SHOWN IS DIAGRAMMATIC. VAI VERIFY EXACT MAINLINE LOCATION WITH CITY PRIOR TO TRENCHING. GPI CAP AND ABANDON ANY EXISTING IRRIGATION VAL HEADS FOUND IN EXISTING TREE WELLS. HEADS TO REMAIN PROPERTY OF CITY. CAUTION., AVOID PART CIRCLE CULVERT IN BOWOUT PLANTERS. BACKFILL IN ALL TRENCHES SHALL BE COMPACTED TO 90 PERCENT RELATIVE COMPAC11ON EXCEPT THAT THE BACKFILL IN THE TOP 30 INCHES OF THE TRENCH SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION. TRENCHES IN PAVED AREAS SHALL BE CAPPED IN ACCORDANCE WITH THE APPLICABLE ALTERNATE PER DETAIL 'H' ON SHEET L2.09. NOTE. THE CON TRA C TOR SHALL CON TAC 7 SERVICE 1-800-642-2444.- 48 H( EXCA VA TION. CHESTER AVENUE S773EETSCAPE r IMPROVEM T � /. .,S IFRIGA T 01 F%.4N SCALE., IRRIGATION LEGEND (typ.) SYM. SHEET DESCRIPTION DETAII QTY. REF. ft A& 0 N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS -8 0, H, F A K N/A 'RAINBRD' POP-UP 1804 -SAM -PRS -8 VAN A i. 2S �(D N/A "RAINBIRD' POP-UP 1804 -SAM -PRS -12 Q, H, F A N/A "RAINBRD' POP-UP 1804 -SAM -PRS -12 VAN A 0 N/A ''RAINBIRD' POP-UP 1804 -SAM -PRS -15 0, H, F A b N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS -15 VAN A N/A 'RAINBIRD' POP-UP 1804 -SAM -PRS -15 SST A # N/A 'RAINBIRD' POP-UP 1812 -SAM -PRS -8 0, H, F A N/A 'RAINBIRD' POP-UP 1812 -SAM -PRS -8 VAN A NOTE: ALL MAINLINE AS SHOWN IS DIAGRAMMATIC. VAI VERIFY EXACT MAINLINE LOCATION WITH CITY PRIOR TO TRENCHING. GPI CAP AND ABANDON ANY EXISTING IRRIGATION VAL HEADS FOUND IN EXISTING TREE WELLS. HEADS TO REMAIN PROPERTY OF CITY. CAUTION., AVOID PART CIRCLE CULVERT IN BOWOUT PLANTERS. BACKFILL IN ALL TRENCHES SHALL BE COMPACTED TO 90 PERCENT RELATIVE COMPAC11ON EXCEPT THAT THE BACKFILL IN THE TOP 30 INCHES OF THE TRENCH SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION. TRENCHES IN PAVED AREAS SHALL BE CAPPED IN ACCORDANCE WITH THE APPLICABLE ALTERNATE PER DETAIL 'H' ON SHEET L2.09. NOTE. THE CON TRA C TOR SHALL CON TAC 7 SERVICE 1-800-642-2444.- 48 H( EXCA VA TION. CHESTER AVENUE S773EETSCAPE r IMPROVEM T � /. .,S IFRIGA T 01 F%.4N IF N/A 'RAINBIRD' POP-UP 1812 -SAM -PRS -12 Q. H, F A N/A 'RAINBIRD' POP-UP 1812 -SAM -PRS -12 VAN A Q N/A 'RAINBIRD' POP-UP 1812 -SAM -PRS -15 SST A 1( N/A 'RAINBIRD' POP-UP 1812 -SAM -PRS -5 Q, H A >< 14 'RAINBIRD' 9* RISER 1404 BUBBLER L4.09 N/A f WATER METER N/A 'RAINBIRD' QUICK COUPLER " LRC 1" C N/A 'HARDIE' ANGLE VALVE 10-0�6ENTUIRW-ii SERI�E K N/A ,IZ 7�� �li& BALL VALVE Y SIZ 8 N/A "BROOKS' VALVE BOX SERIES 1419 C# NIA 'FEBCO' BACKFLOW PREVENTER 825Y 2' D N/A 'DATA IND.' FLOW METER IIR-220P (,r). 1 #14 OF WIRES TO THE MAXICOM CONTROLLER N/A 'GRISWALW MASTER CONTROL VALVE 2' SIZE I 2000 SERIES N/A 'RAINBIRD' ESP-24MC-SAT CONTROLLER i N/A 'RAINBIRD' ESP-24MC-SAT CONTROLLER i / T \ N/A 'RAINBIRD' FUTURE ESP-40MC-SAT CONT. i MAXICOM ENCLOSURES TWO SUPPLIED BY KERN TURF SUPPLY. INC. 711 LAKE ST., BAKERSFIELD, CA 1 -800 -350 -TURF Base 81. SLEEVING SCH. 40 P.V.C. TWICE SLEEVING SCH. 40 GAL=V�,Fl0;R:CA=,LTRMSR.O.W. N/A 748% LINE CL 315 P.V. . NON -PRESSURE UNE CLASS 200 P.V.C. c S 0 S P.O.C. POINT OF CONNECTION VERIF NOTE: ALL MAINLINE AS SHOWN IS DIAGRAMMATIC. VAI VERIFY EXACT MAINLINE LOCATION WITH CITY PRIOR TO TRENCHING. GPI CAP AND ABANDON ANY EXISTING IRRIGATION VAL HEADS FOUND IN EXISTING TREE WELLS. HEADS TO REMAIN PROPERTY OF CITY. CAUTION., AVOID PART CIRCLE CULVERT IN BOWOUT PLANTERS. BACKFILL IN ALL TRENCHES SHALL BE COMPACTED TO 90 PERCENT RELATIVE COMPAC11ON EXCEPT THAT THE BACKFILL IN THE TOP 30 INCHES OF THE TRENCH SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION. TRENCHES IN PAVED AREAS SHALL BE CAPPED IN ACCORDANCE WITH THE APPLICABLE ALTERNATE PER DETAIL 'H' ON SHEET L2.09. NOTE. THE CON TRA C TOR SHALL CON TAC 7 SERVICE 1-800-642-2444.- 48 H( EXCA VA TION. CHESTER AVENUE S773EETSCAPE r IMPROVEM T � /. .,S IFRIGA T 01 F%.4N REGISTERED LANDSCAPE 3 REVISIOI 3 QUICK COUPLER UNIT PER EXISTING FINISH SURFACE WALK, PAVEMENT, OR OTHER STRUCTURE SEE: DETAIL "H" SHEET L2,09 FINISH GRADE. BOX SHALL BE FLUSH IRRIGATION LEGEND ALT PATCH IF APPLICABLE. 1s" SEE DETAIL H' SHEET L2.09 FOR PAVING OPTIONS. WHEN ADJACENT TO TURF OR HAR©SCAt3E, 2" ABOVE F.G. IN ROUND PLASTIC VALVE BOX W/ FINISH 0" EXISTING FINISH SURFACE ` FINISH GRADE GROUNDC4VER AREAS LOCKING COVER, BRANDED ON COVER LATERAL LINE IRRIGATION LATERAL UNE 7 p – I i= I =11i 1fI ELEC. CONDUIT OR WIRING _ I i � � BACKFILL IN ALL TRENCHES z � =f f-1 _ f � � I- f 1 I s d ►I1-f11— -1 ! 1=1 T INSTALut�� HALL BE COMPACTED TO 90%. 1 (( 1= I ( III III MODEL PRESSURE MAIN LINE RELATIVE COMPACTION EXCEPT —1 I f 1� J _ AT THE BACKFILL IN THE TOP 11, I T OF THE TRENCH SHALL M ; I I B£ COMPACTED T4 95% –' I f—s- ��. CURB WALK ETC. z CLEAN. SAND BACKFILL RELATIVE COMPACTION. FICHES IN PAVED AREAS ? CONDUIT FOR TRAFFIC SIGNAL f I N TRIPLE . 2" MIN " , � :�_: (IF INDICATED) HALL BE CAPPED IN INTERCONNECT. SEE CtVtL PLANS. ,1 11---I f 1= — SCH.eo P.V.C. NIPPLE (T.T.) � � STREET MINIMLIM BACKFILL COMPACTION SHALLR BE 9I0k. CCORDANCE .WITH THE APPLICABLE ALTERNATE PER SEE ES ELECTRICAL DETAIL H ON SHEET L2.09 " F1 EC. PLANS.CONDUIT. zCONDtTT i ! 1'SCH40 PVC90" ELL TT.) IRR. PRESSURE MAIN UNE FOR TRAFFIC SIGNAL —-- I(T.T.) NATES: IRRIGATION CONTROL WIRE INTERCONNECT, THE ELECTRICAL = CONDUIT SHALL BE INSTALLED Wj I- 1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES 24" MINIMUM COVER, Fi= 2. BUNDLE & TAPE CONTROL WIRES AT 10' INTERVALS 3. TIE A LOOSE 20" LOOP IN WIRING AT CHANGE OF DIRECTION GREATER 1 I Lir NOTES: THAN 30°. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE. 1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES SCH. 4( 4, W INTERSECTIONS, ALL PRESSURE LINES 8 WIRES SHALL BE SLEEVED W1 PIPE. 2. BUNDLE & TAPE CONTROL WIRES AT 10' INTERVALS 3. TIE A LOOSE 20P LOOP IN WIRING AT CHANGE OF DIRECTION GREATER NON–PF ALL L CON b. INSTALL ALL CONTROL WIRES ON UNDERSIDE OF MAINLINE PIPE THAN W. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE. 6. PIPE DEPTH FOR 2-1/2" AND LARGER SHALL 2MI MINIMUM. 4 -------------- SCH. $( 7. PIPE DEPTH FOR 2" AND SMALLER SHALL 8E 18" MINIMUM, 1 $. INSTALL ALL CONTROL WIRES ON UNDERSIDE OF MAINUNE PIPE, INSTALL TWICE THE NUMBER AS REQI 8. PIPE DEPTH FOR ALL NON-PRESSURE LATERAL LINES SHALL BE 12" MINIMUM. S. PIPE DEPTH UNDER ALL STREET PAWNQ SHALL 8E 36" MIN.. OF WIRES REQLHRED.fi, IRRIGATION PIPE DEPTH FOR 2-1 �' AND LARGER SHALL BE 24" MINIMUM. / SCH. 4a P.V.C. PRESSURE LINE 7, IRRIGATION PIPE DEPTH FOR f AND SMALLER SHALL BE 12" MINIMUM. THIS DETAIL EXCEEDS THE REQUIREMENTS THIS DETAIL' EXCEEDS THE REQUIREMENTS 8, PIPE DEPTH FOR ALL NON–PRESSURE LATERAL LINES SHALL BE 'If MINIMUM. OF STANDARD DETAIL L-5, "V" OF STANDARD DETAIL L-7, "B–B" C TRENCHING UNDER PAVING E COMMON UTILITY TRENCH QUICK COUPLER A POP--UP SPRAY SCALE: N.T S, FILE: D_IRRO18 SCALE: N.T.S. FILE: D-IRRO02 SCALE: N.T.S. FILE: D-IRR005 SCALE: N.T.S. FILE: D IRRO01 EXISTING CONCRETE GUTTER 1 1/�' SAW CUT AS RGQ'D ;, 4.:-- I ' 'AN -�--�`� AS REO'D AS REO'D ROUND,PER .. SPE CLASS 'A' (t3 SACK) PROTUIND FINISH GRADE S REO'D LID. S E T CEMENT CONCRETE. COLOR ,, .. AND FMH TO MATCH o ADJACENT PAVEMENT. .. � : .... .. .. 12' MAV. G:ONG�.� PAD PLAN VIEW `...... :..:.C�` . FINI q.a a.A SELECT MATERIAL (IF REQUIRED) i- .. :. ... _.... .. . AS REO'D BRASS UNION. LINE SIZED, BACKFILL OONCRETE PAD FOR SUPPORT OF STEEL ENCLOSURE. SIZE & ANOROR LE MUER, LE MAX. STRONGBOX BOTH SIDES DR EQUAL VANDAL RESISTANT - - - - - - - - UTILITIES TRENCH-SEE PRESSURE MAIN LINE OR LATERAL LINE `" BOLTS AS PER ENCLOSURE SPECS STRAINER ER W/ FULLVE (700 MESH} STEEL ENCLOSURE. SIZE AS BRONZE WYE SIZE- BLOW OFF NECESSARY. PAINT PER SPECS __ IRRIGATIONIAND ELECTRICAL I ELEC. CONDUIT OR WIRING V N. THIS DETAILEXCEEDS THE REQUIREMENTS OF STANDARD DETAIL L-3. REDUCED PRESSURE BACKFLOW BRASS PIPES, NIPPLES r3 I f _ 111- _ - , - -_ f l I PREVENTER W! 2 SHUT OFF VALVES FITTINGS, TVP, - _) ,=1 - f ► CLEAN BACKFILL 2" """' -FLOW - - I� PATCH IN CONCRETE SURFACE. ALT. #1 =_ _`' }��` EXISTING CONCRETE GUTTER - "' MINIMUM BACKFILL RELATIVE P.V.C. AS NE --4° ASPHALT CONCRETE SURFACING EXISTING ASPHALT ROADBALL COMPACTION SHALL 'BE 90%. 4" MIN 6' OF CLASS 2- AGGREGATE BASE a h .. :° ' _ NOTES: °. o ° n 0 0 o r a m� Lu BACKFILL I. BUNDLE & TAPE CONTROL WIRES AT 10' INTERVALS 2. TIE A LOOSE 20" LOOP IN WIRING AT CHANGE OF DIRECTION GREATER i Cr „ PRE UTILITIES TRENCH-SEE IRRIGATION AND ELECTRICAL THAN 300. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE, 3. PIPE DEPTH FOR 2-1/2 AND LARGER SHALL BE 24u MINIMUM.PVG FAIN ELEVATION '00 I I_I PLANS �,_ NOTE: I I II PVC MAIN REDUCERESSURE ACKFLOW I =►" IN ROAD MIXED SURFACE. ALT #2 SCH 84 PVC MALE ADAPTER, _ BRASS COUPLING a BRASS ASSEI�DLYPSHAI SHALL CAT D IN SHRUB AREAS TO ACHIEVE 1 013. FT. CONO. THRUST BLOCKS NIB(PATCH NFPLE, TYP BOTH SIDES VISUAL SCREENING H TRENCHING ALTERNATES F LATERAL LINE TRENCHING D BACKFLOW PREVENTER B BALL VALVE SCALE: N.T.S. FILE: D_IRRO15 SCATS, N.T.S. FILE- '0_IRR018 SCALE: N.T.S. FILE: D-IRRM SCALE: N.T.S. FILE: D_IRRO14 C«Y of KERSFIELa CALIFORNIA PUBLIC WORKS DEPAR7°7�ENT Ile Name; 441JL209 Drown., JPH CHESTER A VENUE STREETSCAPE /MPRt7 EMfENTS job No.: 96-¢413 En inner _BA / i�7%�l�l piE%�%�s -r Dote. 8-01--97 Checked By., SKS FINISH. GRADE. BOX SHALL BE FLUSH WHEN ADJACENT TO TURF OR HARDSCAPE, 2' ABOVE F.G. IN GROUNDCOVERAREAS. PEA GRAVEL P.V.C. MAINLINE FITTING P.V.C. LINE PIPE MAINLINE K -CONTROL VALVE ScaLE; N.T.S. FILE, 0—IRRO04 110 VOLT CONDUIT rrwiii'arr�r �wwrrww����isir CHRISTY'S I.D. TAG, STAMPED BRASS TAG OR EQUAL. MARK W/ VALVE STATION NUMBER. PLASTIC VLVE BOX W/ LOCKING LID. BRANDED 'ACV" 8 STATION NUMBER ON LID, SET FIRMLY ON 8" PEA GRAVEL BASE. EPDXY FILLED WIRE CONNECTORS 24" EXPANSION LOOP P,V.C, SCH 40 MALE ADAPTER 12 REQ'DI r-- P.V.C. LATERAL LINE PIPE FLOW -- > �-- 45 ELBOWS, 2 REQ'D TO BRING PIPING TO REQUIRED DEPTH PILOT WIRE COMMON WIRE DATA INDUSTRIAL FLOW LONER. SIZE PER PLAN. PLASTIC VALVE BOX WITH LOCKING COVER MARKED 'FM' MASTER CONTROL VALVE. GRISWOLD MODEL- 12160 TW SIZE PER PLA PLASTIC VALVE BOX WITH LOCKING COVER MARKED `'FM' FLOW PIPE DiAM EQUAL TO FLOW METER SIZE 24" 24" 12" CLEAR -am I - VERIFY WITH MANUFACTURER CCU-J-PH-TW-WM CLUSTER CONTROL UNIT W/ REMOTE PLUGS FUTURE ESPMC-40-SAT-TW-WM 40 STATION CONTROLLER -- KCP1024SS STAINLESS STEEL ENCLOSURE 110 VOLT DUPLEX BOX WITH 15 AMP GROUND FOULT AND ON/OFF SWITCH STRONG BOX STAINLESS STEEL HARDWARE MOUNTING PLATE 110 VOLT CONDUIT 110 VOLT SURGE PROTECTION TERMINAL STRIPS FOR STATION AND COMMUMTCATION WIRES 11 C NOTE: PROVIDE -GROUNDING ROD AS REQ'D BY CODE STAINLESS J BOLTS o s 1 FINISH SURFACE 1�O. A CONCRETE FOOTING S x S REDUCER AS NECESSARY IEFLOW METER AND MASTER VALVE SCALE: N.T.S. FILE' 156 3" RIDGiD CONDUIT TO CONTROLLER CABINET o 3" RIGID CONDUIT TO CONTROL VALVES 2" CONDUIT FOR PHONE LINE PROVIDE SPACE FOR DROP WIRE AND SUBSCRIBER NETWORK INTERFACE, J MAXICOM CABINETS SCAE: MLS, FILE D-IRRO07 CITY OF BAKERSF/ELD, CALIFORNIA 0 ESPMC-24-SAT-TW-WM 24 STATION CONTROLLER ESPMC-24-SAT-TW-WM 24 STATION CONTROLLER KOP1024SS STAINLESS STEEL ENCLOSURE STRONG BOX STAINLESS STEEL HARDWARE MOUNTING PLATE 110 VOLT CONDUIT 110 VOLT SURGE PROTECTION TERMINAL STRIPS FOR STATION AND COMMUNITCATION WIRES STAINLESS J BOLTS 1°f FINISH SURFACE `i-- CONCRETE FOOTING 3" RIDGID CONDUIT TO 0 0 o CONTROLLER CABINET --- 3" RIGID CONDUIT TO CONTROL VALVES PUBLIC WORKS E) PARTMENT IRRIGATION NOTES 1. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. 2. SET ALL VALVES AND QUICK COUPLERS NEXT TO WALKS OR PAVED SURFACES. 3. ALL SPRINKLER HEADS ARE TO HAVE TRIPLE SWING JOINTS (EXCEPT WHEN NOTED ON PLANS), 4. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTf[UTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTMMONS OF LARGER .SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE - TIM£ OF THE SAID REJECTION. 5, FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND OWNER. CONTACT KERN TURF SUPPLY 1 -800 -350 -TURF", FOR MAXICOM. INSTALLATION REVIEW. 5. 120VAC ELECTRICAL POWER SOURCE: AT CONTROLLER LOCATION SHALL BE PROVIDED B'Y OTHERS. 7. BEFORE COMMENCING ANY EXCAVATION, THE CONTRACTOR SHALL OBTAIN AN UNDERGROUND SERMCE ALERT I.D. NUMBER BY CALLING 1-804-422-4133. TWO (2) WORKING DAYS SHALL BE ALLOWED AFTER THE LD NUMBER IS OBTAINED AND BEFORE THE EXCAVATION WORK IS STARTED SO THAT UTILITY OWNERS CAN BE NOTIFIED. 8. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED, 9. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVER SPRAY ONTO WALKS, STREETS, ETC. 10. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE GRADE DIFFERENCES, LOCATION OF WALLS, AND UTILITIES, THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS UNDER ROADWAYS AND. PAVING, ETC. 11, THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE OF 45 P.S.I. AND A MAXIMUM FLOW DEMAND OF 35 . G.P,M, THE CONTRACTOR SHALL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE ARCHITECT. 12. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT THERE ARE UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES IN THE AREA. DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, SUCH OBSTRUCTIONS OR DIFFERENCES. SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. IN THE EVENT THAT THIS NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. 13. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 14. THE INTENT OF THE CONTRACTOR IS TO PROVIDE 100% COVERAGE -TO ALL PLANTING AREAS, AS PART OF THE SCOPE OF WORK, PROVIDE ANY ADDITIONAL HEADS, SPECIAL NOZZLES, OR PATTERNS TO ACHIEVE PROPER COVERAGE WITH A MINIMUM OF OVER SPRAY AT NO ADDITIONAL COST TO THE OWNER. 15. INSTALLATION FOR THE CONTROL WIRES SHALL FOLLOW MAINLINE ROUTING. INSTALL TWICE THE NUMBER OF WIRES REQUIRED. 16. PROVIDE SLEEVES AS SHOWN ON DRAWING. USE size DIAMETER MIN. SCH. 80 P.V.C. MIN. DEPTH depth TO TOP OF UNE, 17. LOCATE VALVE CHART IN CONTROLLER - REDUCE AND ENCASE IN PLASTIC (AS BUILT) 18. GUARANTEE THE INSTALLED SPRINKLER SYSTEM SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. SHOULD ANY TROUBLE DEVELOP WITHIN THE TIME SPECIFIED DUE TO INFERIOR OR FAULTY MATERIAL OR WORKMANSHIP, THE TROUBLE SHALL BE CORRECTED 13Y THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER. 19. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION REGARDING THIS SECTION OF WORK, TERED ID REVIS101 IRRIGATION LEGEND (.) SYM. TOTAL DESCRIPTION DETAIL QTY. REF. i ■► ♦ 26 'RAINSIRD' POP-UP 1804 -SAM -PRS -8 Q, H, F A K 43 'RAINBIRD' POP-UP 1804 -SAM -PRS -8 VAN A t2t d� 160 'RAINBIRD' POP-UP 1804 -SAM -PRS -12 Q, H, F A 25 'RAINBIRD' POP-UP 1804 -SAM -PRS -12 VAN A b !2i 0 2 'RAINBIRD' POP --UP 1804 -SAM -PRS -15 0, H, F A 3 'RAINSIRD' POP-UP 1804-SAM--PRS-15 VAN A 2 'RAINBIRD' POP-UP 1804 -SAM -PRS -15 SST A + 55 'RAINSIRD' POP-UP 1812 -SAM -PRS -8 Q, H, F A 43 'RAINSIRD' POP-UP 1812 -SAM -PRS -8 VAN A 57 'RAINBIRD' POP-UP 1812 -SAM -PRS -12 O. H. F A 14 'RAINBIRD' POP-UP 1812 -SAM -PRS -12 VAN A IQ 9 'RAINBIRD' POP-UP 1812 -SAM -PRS -15 SST A 113 'RAINBIRD' POP-UP 1812 -SAM -PRS -5 Q, H A 99 'RAIN81RD' Cr RISER 1404 BUBBLER L4,09, O 1 !t WATER METER 13 'RAINSIRD' QUICK COUPLER C 31 K 'HARDIE' ANGLE VALVE 1 DO CENTURY SERIE 2 B 'N18C0' BALL VALVE T Si 44 'BROOKS' VALVE BOX SERIES 1419 B, C, I 1 'FEBCO' BACKFLOW PREVENTER 825Y V D ® 1 'DATA IND.' FLOW METER #IR -220P (3"). I #14 OF WIRES TO THE MAXICOM CONTROLLER © 1 'GRISWAL.U' MASTER CONTROL VALVE 3" SIZE i 2000 SERIES 1 'RAINBIRD' ESP-24MC-SAT CONTROLLER J $ 1 'RAINBIRD' ESP-24MC-SAT CONTROLLER J 01- i 'RAINBIRD' FUTURE ESP-40MC-SAT CONT. ,I MAXICOM ENCLOSURES TWO I SUPPUED BY KERN TURF SUPPLY, INC. 711 LAKE ST., BAKERSFIELD, CA 1 -800 -350 -TURF gd@M_g2899' SL.EE+ANG SCH. 40 P.V.C. TWICE 162' SLEEVING SCH. 40 GALV. �FqO�R!CALTRANS RO@. 3299' 11,386' PRES RE UNE CL 315 P.V.C. NON -PRESSURE LINE CLASS 200 P.V.C. C SI C SI P.O.C. 1 POINT OF CONNECTION VERIFI NOTE: ALL MAINLINE AS SHOWN IS DIAGRAMMATIC. VAU VERIFY EXACT MAINUNE LOCATION WITH CITY PRIOR TO TRENCHING. (liVALI P(y CAP AND ABANDON ANY EXISTING IRRIGATION HEADS FOUND IN EXISTING TREE WELLS. HEADS TO REMAIN PROPERTY OF CITY. CAUTION: AVOID PART CIRCLE CULVERT IN BOWOUT PLANTERS. 3 BACKFILL IN ALL TRENCHES SHALL BE COMPACTED TO 90 PERCENT RELATIVE COMPACTION EXCEPT THAT THE BACKFILL IN THE TOP 30 INCHES OF THE TRENCH SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION. TRENCHES IN PAVED AREAS SHALL BE CAPPED IN ACCORDANCE WITH THE APPLICABLE ALTERNATE PER DETAIL 'H' ON SHEET L2,09. 5 Name: 441 n: JPN 5 No.: 9fi-4413 CHESTER A VENUE STREETSCAPE IMPROVEMENTS 93 Engineer inner.• te: 8--09--97 Checked By.- SKS IRRIGATION LDETAILS AND NATES ,� CHESIER AVE _NUE t,3 L.TT-11 r L v v S v w1 411 ljw y1 4 EXISTING TREES TO REMAIN TYP. <, 7� � ii � � i e f i 4 j �E Q� 00 too II i It it ii it I it ; ti li Ff/e Nome, 441JLJ01 1Drawn: 1PH CITE' aF BAKERSFIELD CA L IFORNIA PUBLIC WORKS DEPARTMENT No.: 'o 96-4413 Fn ;neem ate.' 8-01-97 lChecked Br. SKS KEY OF— REGISTERED LANDSCAPE CINNAMOMUM CAMRM / CAMPHOR TREE GLE GLEDITSIA TRACANTHOS HONEY LOCUST LAC LAGERSTROEMIA INDICA/ CRAPE MYRTLE PLA PLATANUS ACERIFOLIA LONDON PLANE TRE TURF MARATHON 11 SOD / TALL FESCUE BLEND - 1/3 CREEPING RED FESCUE, 113 KENTUCKY BLUEGRASS, 1/3 UNHULLED BERMUDA. SEE SPECS. FOR APPLICATION RATES. LLJ Ld C/) REVISio1 h] SCALE: ELMMN-G NOTES 1. DRAWING IS DIAGRAMMATIC: CONTRACTOR TO VERIFY ALL LOCA110 COUNT ALL PLANT MATERIAL BEFORE BIDDING. 2. CONTRACTOR TO INSPECT All EXISTING CONDITIONS ON SITE AN[ BEFORE CONSTRUCTION. BEGINS. 3. CONTRACTOR TO REPAR AT HIS OWN EXPENSE ALL PROPERTY D PROJECT INSTALLATION. 4. NOTE ADDITIONAL REMARKS ON spEcinc PLANTS IN PLANT LIST. 5. ALL EXISTING PLANT MATERIAL TO BE REMOVED EXCEPT WHERE I X C. CONTRACTOR TO GUARANTEE ALL PLANT MATERIAL FOR 1 YEAR f - - - - - - - - - - OWNER. yf 7. FINISH GRADE TO BE f BELOW ALL WALKS, CURBS, AND PAVIN( . AND 1" BELOW IN TURF AREAS. 8. ALL PLANTING AREAS SHALL RECEIVE THE FOLLOWING AMENDMEN SURFACE AREA. ROTO-TII I AMENDMENTS TO A DEPTH OF 1r, * 150 LOS. ORO -POWER * 4 CU. YDS. NITROGENIZED, MINERALIZED FIR BARK OR RE * ADD 8 LBS. OF ORO -POWER CONTROLLED RELEASE 12-f 9, PLANT HOLE TO BE TWICE AS WOE AND DEEP AS THE PLANT R4 TO 80% WITH 60% SOIL OF SITE AND 40% FIR BARK, UNLESS C POWER PLANT TABLETS AT THE FOLLOWING RATES - I GAL 2 5 GAL 5 15 GAL 10 2e BOX & UP 14 PLACE RECOMMENDED TABLETS BETWEEN THE BOTTOM AND THE HIGHER THAN 1/3 OF THE WAY UP TO THE TOP OF THE ROOT I AROUND THE PERIMETER OF THE ROOT BALL APPROXIMATELY f 10. "DEEP ROOT" BARRIERS .ARE TO BE USED AROUND ALL TREES L, SURFACE. INSTALL PER MANUFACTURER'S SPECIFICATIONS. BAR: TO BACK OF CURBING A MINIMUM OF 6 FEET IN BOTH DIRECTIO1 11. ALL PROPOSED SHRUB AND GROUNDCOVER AREAS ARE TO BE TI: WEED KILLER (EPTAM / RONSTAR). APPLY PER MANUFACTURER" AFTER PLANTING, AT THE BEGINNING B) OF THE MAINTENANCE PE MAINTENANCE PERIOD. 12. CONTRACTOR TO INSTALL AND MAINTAIN LANDSCAPE PLANTING IN GOVERNING AGENCY'S GUIDELINES AND SPECIFICATIONS UNLESS NOTES OR ON THE PLANS. 144 13. SHRUBS SHALL BE SPACED NO CLOSER THAN ONE HALF THEIR I ANY HARD SURFACE. II lilt 14. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION THIS SI TREE LEGENDI KEY BOTANICAL NAME/COMMON NAME CIN CINNAMOMUM CAMRM / CAMPHOR TREE GLE GLEDITSIA TRACANTHOS HONEY LOCUST LAC LAGERSTROEMIA INDICA/ CRAPE MYRTLE PLA PLATANUS ACERIFOLIA LONDON PLANE TRE TURF MARATHON 11 SOD / TALL FESCUE BLEND - 1/3 CREEPING RED FESCUE, 113 KENTUCKY BLUEGRASS, 1/3 UNHULLED BERMUDA. SEE SPECS. FOR APPLICATION RATES. SEE SHEET L4.01 FOR SHRUB PLANTING SEE SHEET L4.09 FOR PLANTING DETAILS AND NOTES NOTE: THE CONTRACTOR SHALL CON TA SERVICE 1-800-642-244414 48 EXCA VA TION. CHESTER AVENUE STREETSCAPE IMPROVEMEN7 --------------- I - - PLAN77NO PLAN C/7Y OF BAKER" 0, CALIFORNIA EXISTING TREES TO REMAIN TYP. - EXISTIN File Name. 4413L3.02 Drawn: JPH PUBLIC WORKS DEPARTMENT Job No.: 96-4413 Engineer.• iDate.- 8-01-97 lChecked By.• SKS REGISTERED LAIVDSCAPE ILS REVIS101 tlo C:) L -Li TREE LEGEND LLJ LLJ V-) Llj BOTANICAL NAME/COMMON NAME TREES P CIN CINNAMOMUMCAMPHOR TREE CAMPHRA GLE GLEDITSIA TRIACANTH /HONEY LOCUST 00 .......... LAG LAGERSTROEMIA INDICA CRAPE MYRTLE PLANE TREE 17 CHESTER AVENUE II G TREES TO REMAIN TYP. — — — — — — — — — — RED FESCUE, 1/3 KENTUCKY BLUEGRASS, 1/3 UNHULLED �___ 11 �� Il Bff&4UDk SEE SPECS. FOR APPLICATION RATES. SEE SHEET L4.02 FOR SHRUB PLANTING SEE SHEET L4.09 FOR PLANTING DETAILS AND NOTES. ff u File Name. 4413L3.02 Drawn: JPH PUBLIC WORKS DEPARTMENT Job No.: 96-4413 Engineer.• iDate.- 8-01-97 lChecked By.• SKS REGISTERED LAIVDSCAPE ILS REVIS101 CHESTER A 9 NO TE. THE CON TRACTOR SHALL CONT SERVICE 1-800-642-2444, 46 EXCA VA TION. CHESTER A VENUE STREETSCAPE IMPROVE T TREE PLAN77NG PLAN I'll I i SCALE TREE LEGEND KEY BOTANICAL NAME/COMMON NAME TREES CIN CINNAMOMUMCAMPHOR TREE CAMPHRA GLE GLEDITSIA TRIACANTH /HONEY LOCUST LAG LAGERSTROEMIA INDICA CRAPE MYRTLE PLANE TREE PLA TURF PLATANUS ACERIFOLIA LONDON MARATHON 11 SOD / TALL FESCUE BLEND - 113 CREEPING RED FESCUE, 1/3 KENTUCKY BLUEGRASS, 1/3 UNHULLED t i Bff&4UDk SEE SPECS. FOR APPLICATION RATES. SEE SHEET L4.02 FOR SHRUB PLANTING SEE SHEET L4.09 FOR PLANTING DETAILS AND NOTES. CHESTER A 9 NO TE. THE CON TRACTOR SHALL CONT SERVICE 1-800-642-2444, 46 EXCA VA TION. CHESTER A VENUE STREETSCAPE IMPROVE T TREE PLAN77NG PLAN I'll I i .14' CD rl r W Z W Cil W --71 3 STERED LAAIDSCAPE ICS REVIS101 ■ SCALE: TREEI LEGENDI KEY N (Z) J 1 W W CIN W W V) MA GMA TRMCANTMOS //HONEY LOCUST UM LAG J PLA PLATANUS ACERIFOLIA LONDON PLANE TREE / TURF MARATHON II SOD / TALL FESCUE BLEND - 1/3 CREEPING RED FESCUE, 113 KBOXV XV BLUEGRASS, 1/3 UNHULLED f W Cy cn 00 17 v U E I CmI II .14' CD rl r W Z W Cil W --71 3 STERED LAAIDSCAPE ICS REVIS101 ■ SCALE: TREEI LEGENDI KEY BOTANICAL NAME/COMMON NAME 1 CIN CINNAMOMUM GWPHORACAMPHOR TREE MA GMA TRMCANTMOS //HONEY LOCUST UM LAG tAGERSTROEMIA INDICA / OWE MYRTLE PLA PLATANUS ACERIFOLIA LONDON PLANE TREE / TURF MARATHON II SOD / TALL FESCUE BLEND - 1/3 CREEPING RED FESCUE, 113 KBOXV XV BLUEGRASS, 1/3 UNHULLED BERMUDA.- SEE SPECS. FOR APPLICAMON RATES. SEE SHEET L4.03 FOR SHRUB PLANTING SEE SHEET L4.09 FOR PLANTING DETAILS AND NOTES. NOTE: THE CONTRACTOR SHALL CONTACT THE FOX THEAT OR 324-1369, TO INQUIRE IF THE FOX THEATER FOUNDAI EXISTING QUEEN PALM TREES TO BE TRANSPLANTED AT TF WILL BE RESPONSIBLE UNDER THIS CONTRACT ONLY FOR ' PALM TREES FROM THEIR PRESENT LOCATION. THE FOX 1 RESPONSIBLE FOR TRANSPORTING THE TREES TO AND PLA THE FOX THEATER FOUNDATION DOES NOT WANT THE TREE RESPONSIBLE UNDER THIS CONTRACT FOR DISPOSAL OF TI NO TE.- THE E:THE CON TRA C TOR SHALL CON T1 SERVICE 1--800--642-2444, 48 EXCA VA TION. File Name: 44l jL- J 63--- Drawn: - �IPH CITY OF BAKERSFI LD, CALIFORNIA F'�JBLlC �VOI'i�' DEPARTMENT Job No.: ss -4413 En inner. CHESTER AVEIV'U,ETREETSCAPE IMPROVEMENTS Dote: 6-01-97 Checker! By. SKS TREE PLAN77NG PLAN A REGISTERED LAAIDSCAF ILS REVISIC ■ SCALE KEY BOTANICAL NAME/COMMON NAME CIN CINNAMOMUM CAMPHORA / CAMPHOR TREE GLE GLEDIT'SIA TRACANTHOS HONEY LOCUST LAG LAGERSTROEMIA INDICA CRAPE MYRTLE PLA PLATANUS ACERIFOLIA LONDON PLANE TREE TURF MARATHON 11 SOD / TALL FESCUE BLEND - 1/3 CREEPING RED FESCUE, 1/3 KENTUCKY BLUEGRASS, 1/3 UNHVLLED BERMUDA. SEE SPECS. FOR APPLICATION RATES. SEE SHEET L4.04 FOR SHRUB PLANTING SEE SHEET L4.09 FOR PLANTING DETAILS AND NOTES. NOTE: THE CONTRACTOR SHALL CON TI SERVICE 1-800-642-2444o$ 48 EXCA VA TION. Fl/e lVame. 4413L3.-,04 Drown: IPH CHESTER A VENUE STREETSCAPE IMPROVEMENTS CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARMENT Job Afo, 96-4413 En;neer Date. 5-01-97 Checked By SKS TREE PLAAMIYO F%.. -4N LLJ V) LLJ /TURF 0 H 4 ------ 4 EXISTING TREES. TO REMAIN TYP. 4- T— 21 TE CHE'�) R AVENUE 22 24 /TVRF\ 7 4 S � f v' =i P TURF REGISTERED LAAIDSCAF ILS REVISIC ■ SCALE KEY BOTANICAL NAME/COMMON NAME CIN CINNAMOMUM CAMPHORA / CAMPHOR TREE GLE GLEDIT'SIA TRACANTHOS HONEY LOCUST LAG LAGERSTROEMIA INDICA CRAPE MYRTLE PLA PLATANUS ACERIFOLIA LONDON PLANE TREE TURF MARATHON 11 SOD / TALL FESCUE BLEND - 1/3 CREEPING RED FESCUE, 1/3 KENTUCKY BLUEGRASS, 1/3 UNHVLLED BERMUDA. SEE SPECS. FOR APPLICATION RATES. SEE SHEET L4.04 FOR SHRUB PLANTING SEE SHEET L4.09 FOR PLANTING DETAILS AND NOTES. NOTE: THE CONTRACTOR SHALL CON TI SERVICE 1-800-642-2444o$ 48 EXCA VA TION. Fl/e lVame. 4413L3.-,04 Drown: IPH CHESTER A VENUE STREETSCAPE IMPROVEMENTS CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARMENT Job Afo, 96-4413 En;neer Date. 5-01-97 Checked By SKS TREE PLAAMIYO F%.. -4N VENUE in C:4 ! 1---- W W S cn W L.J.J (10 W z U Q i� W W k -- 28 CHEST EFS AV -NUE REGISTERED LANDSCAPE � REVISION ■ SCALE: .TREE LEGEND KEY BOTANICAL NAME/COMMON NAME TREES CIN CINNAMOMUM CA CAMPHOR CAMPHOR TREE GLE GLEDITSIA IRM NTHOS HONEY LOCUST LAG LAGER5TROEMIA INDICA/ CRAPE MYRTLE PLA PLATANUS ACERIFOUA LONDON PLANE TREE TURF MARATHON i! SOD / TALL FESCUE BLEND - 1/3 CREEPING RED FESCUE, 1/3 KENTUCKY BLUEGRASS, 1/3 UNHULLED BERMUDA. SEE SPECS. FOR APPUCATION RATES, SEE SHEET L4.06 FOR SHRUB PLANTING SEE SHEET L4.09 FOR PLANTING DETAILS AND NOTES. NOTE: THE CON TRA C TOR SHALL CON TA SERVICE 1-800-642-2444,$ 48 EXCA VA TION. File Nome: 4-41JLJ.06 Drawn; JPH CHESTER AVENUE STREETSCAPE IMPRO C, MENTS CITY F BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 96--4413 En ineer Date: 8-01-97 Checked BySKS TREE PLANTWO PLAN 0`0 'STERED LANDSCAPE ILS REVIS101 LLJLLJ Lij LLJ z SCALE. < => it L I LLJ CY ElfTREF IEGEND IE 0 KEY BOTANICAL NAME/COMMON NAME fT It PLA 24 -T t: //PLA\- -4 CIN CINNAMOMUM CAMFiI40RA / CAMPHOR TREE lit GLE GLEWSIA TRIAGRAPE 'STERED LANDSCAPE ILS REVIS101 VIA CHESIER AVENUE F--t� EXISTING TREES TO REMAIN TYP. ii (00 28 CP NO TE,• THE CON TRACTOR SHALL CON TA( SERVICE 1-800-642-2444, 48 EXCA VA TION. File Name. 441JLJ 05 Drown: -JPH mmmmm� CHESTER A VENUE STREETS PE CRY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Na: 96-4413 -- Engineer CA IMPROVEMENTS Dare: 8-01-97 Checked By.• SKS TREE PLAAMNG PLAN SCALE. it ElfTREF IEGEND IE KEY BOTANICAL NAME/COMMON NAME it CIN CINNAMOMUM CAMFiI40RA / CAMPHOR TREE GLE GLEWSIA TRIAGRAPE LAO LAGERSTROEMIAWINDICAS MYRTLE PLA PLATANUS ACERFOUA / LONDON PLANE TREE TURF MARATHON 11 SOD / TALL FESCUE BLEND - 1/3 CREEPING EXISTING TREES TO REMAIN TYP. RED FESCUE, 1/3 KENTUCKY BLUEGRASS, 1/3 UNHULLED BERMUDA. SEE SPECS. FOR APPLICATION RATES. SEE SHEET L4.05 FOR SHRUB PLANTING SEE SHEET L4.09 FOR PLANTING V Jp- DETAILS AND NOTES. ._._ _. ..... .�.. .,,... . Y tom,.%} _.._ _ ..... _•._ ' � .......,......., • � _. -. _... _ ._._ .... j ` ..... ........._ .._._..,..... .._._..._........_. ............ .._.._._ � �..._.._ ._._.... V..._. .._..._._ � E 4 VIA CHESIER AVENUE F--t� EXISTING TREES TO REMAIN TYP. ii (00 28 CP NO TE,• THE CON TRACTOR SHALL CON TA( SERVICE 1-800-642-2444, 48 EXCA VA TION. File Name. 441JLJ 05 Drown: -JPH mmmmm� CHESTER A VENUE STREETS PE CRY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Na: 96-4413 -- Engineer CA IMPROVEMENTS Dare: 8-01-97 Checked By.• SKS TREE PLAAMNG PLAN 4D 00 CIO REGISTERED LANDSCAPE IL=K REVIS10[ NOTE: THE CONTRACTOR SHALL CONTk SERVICE 1-800-642-2444,, 48 EXCA VA TION. We Nome: 441JLJ 07 Drawn: JPH I !q ineer. CHESTER A VENUE S7 7 S CAPE IMPROV Er! CITYOF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT bb IVO.: 96-4413 En2 ate: 8-07-97 Checked By., SKS TREE PLANTING PLAN SCALE: TREE LEGEND KEY BOTANICAL NAME/COMMON NAME CIN C4NNAMQMUM CAMPI-IOPA / CAMPHOR TREE OLE GLEDITSIA 1RACANIMOS / HONEY LOCUST LAG LAG06MMIA INDICA CRAPE - MYRTLE PLA PLATANUS ACERIFOIJA LONDON PLANE TREE TURF MARATHON 11 SOD / TALL FESCUE BLEND - 1/3 CREEPING -C) RED FESCUE, 1/3 KENTUCKY 8WEGRASS, 1/3 UNHULLED BERMUDA, SEE SPECS. FOR APPUCATION RATES. SEE SHEET L4.07 FOR SHRUB PLANTING SEE SHEET L4'09 FOR PLANTING DETAILS AND NOTES. NOTE: THE CONTRACTOR SHALL CONTk SERVICE 1-800-642-2444,, 48 EXCA VA TION. We Nome: 441JLJ 07 Drawn: JPH I !q ineer. CHESTER A VENUE S7 7 S CAPE IMPROV Er! CITYOF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT bb IVO.: 96-4413 En2 ate: 8-07-97 Checked By., SKS TREE PLANTING PLAN 3 6 37 CHE!----)--TER AVENUE 4-j CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Name: 441JLJ.0,6 Drawn: JPH No.: 96—!44-13 Engineer- te., 8-01-97 Checked By• SKS REGIS TE ILS REVIS10t C� SCALE., TREE LE-GEN12 KEY C) F -- Lit LLJ CIN LLJ Lli GLE Lli LAG 33 i ¢M PLATANUS ACERIFOLIA/LONDON PLANE TREE TURF Lij Cy — F. RED FESCUE, 1/3 KENTUCKY BLUEGRASS, 1/3 UNHULLED BERMUDA. SEE SPECS. FOR APPLICATION RATES, Cf') 11,6 AGA 7 —41 41 35 r H I G It 3 6 37 CHE!----)--TER AVENUE 4-j CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Name: 441JLJ.0,6 Drawn: JPH No.: 96—!44-13 Engineer- te., 8-01-97 Checked By• SKS REGIS TE ILS REVIS10t C� SCALE., TREE LE-GEN12 KEY BOTANICAL NAME/COMMON NAME CIN CINNAMOMUM CAMPHORA / CAMPHOR TREE GLE GLEDITSIA TRACANTHOS HONEY LOCUST LAG LACERSrROEMIA INDICACRAPE MYRTLE PLA PLATANUS ACERIFOLIA/LONDON PLANE TREE TURF MARATHON 11 SW / TALL FESCUE BLEND - 1/3 CREEPING RED FESCUE, 1/3 KENTUCKY BLUEGRASS, 1/3 UNHULLED BERMUDA. SEE SPECS. FOR APPLICATION RATES, SHEET L4.08 HAS NO SHRUB PLANTING SEE SHEET L4.09 FOR PLANTING DETAILS AND NOTES. vic.r", NOTE: THE CONTRACTOR SHALL CCN TA SERVICE 1-800-642-2444.1 48 EXCA VA TION. CHESTER AVENUE STREETSCAPE IMPROVEMEl�� TREE PLANTING PLAN ( I . k /- )- # } € # I € s # € # } CN # i p W } } I LL 1 # 1 € } W } # CIS LLJ # € Li cn } w t � ;. €1 6 bY� t ! 5 ,E- ` 1, CHESTER AVENUE € H t i\115NI 34F 7, 6 mm � mwl }I € } ! #€ i # i 1 � t II ; t i 11 E 1� }I P&C.TA 1 � . } €# it E }€ i it € €# I #} I it #} i i 1 ! ILR ILEX CORNUM 'ROTUNDA' / DWARF GHINE5E HOLLY ) GAL N/A OL)AIL 'A' SH1 MW LAV It 5 GAL t DETAIL 'A' SHT L4.09 ", LJ -.1 LIRIOPE GIGANTEA / BIG BLUE LILY TURF 1 GAL } I # ## €} ( WRTUS COMMUNIS COMPACTA /DWARF MYRTLE SHRUB LEGEND 12 DETAIL 'A' SHT L4.09 }I € } ! #€ i # i 1 � t II ; t i 11 E 1� }I P&C.TA 1 � . } €# it E }€ i it € €# I #} I it #} i i 1 ! ILR ILEX CORNUM 'ROTUNDA' / DWARF GHINE5E HOLLY ) GAL N/A OL)AIL 'A' SH1 MW LAV LAVANDULA DENTATA / FRENCH LAVENDER 5 GAL N/A DETAIL 'A' SHT L4.09 LIR LIRIOPE GIGANTEA / BIG BLUE LILY TURF 1 GAL N/A DETAIL 'A' SHT L4.09 MYR WRTUS COMMUNIS COMPACTA /DWARF MYRTLE 5 GAL 12 DETAIL 'A' SHT L4.09 / FR THORN 5 GAL .17 DETAIL 'A' SHT L4.09 RO ROSA 'FLOWER C,ARPEr j FLOWER CARPET ROSE 5 GAL 15 DETAIL 'A' SHT L4.09 R01 ROSA 'ICEBERG' / JCEBERG ROSE 5 GAL 6 DETAIL 'A' SHT L4.09 SPI SPIRAEA 8ULMALDA / SPIRAEA 5 GAL N/A DETAIL 'A' SHT L4.09 SEE SHEET L3.01 FOR TREE PLANTING SEE SHEET L4.09 FOR PLANTING DETAILS AND NOTES. ClT1' OF BAKERSFIELO, CAL/PORN/A I PUBLIC WORKS DEPARTMENT Name: 4413L4.01 Drawn: 1PH No.: 96-4413 En ineer. te. 8-01-97 Checked By. SKS .14. REGISTERED LANDSCAPE ILS REVISIO ■ SCALE: NOTE: THE CON TRA C TDR SHALL CONT? SERVICE 1--800-542--2444, 48 EXCA VA TION. CHESTER A VENUE STREETSCAPE IMPROVEMENTS SI -PUB PLANnNG PLAN 1Wo CD CD LLJ Llj BOTANICAL NAME/COMMON NAME Ld LLJ LLJ CHP CHAENOMELES JAPONICA 'PHYLLIS MOORE" FLOWERING QUINCE 5 GAL / x | ��x | LijU / \ | ��U \1 L ,- 00 ` ~~U \ ----------------------------------------------------------------------------~ ' — 14 U ' nSEE SHEET L4.09 FOR PLANTING |ER-----�-- -- -------" U U U " -�_ ` CHE�TE REQ SHRUB LEGEND KEY BOTANICAL NAME/COMMON NAME SIZE CHP CHAENOMELES JAPONICA 'PHYLLIS MOORE" FLOWERING QUINCE 5 GAL ILR ILEX CORNUTA 'RO7UNDA' / DWARF CHINESE HOLLY 5 CAL MYR MYRTVS COMMUNIS COMPACTA DWARF MYRTLE 5 GAL ROF ROSA 'FLOWER CARPET' / FLOWER CARPET ROSE 5 CAL ROI ROSA 'ICEBERG' / ICEBERG ROSE -5 GAL ' SEE S*sET L3.02 FOR Tncc PLANTING DETAILS AND. NOTES. THE CONTRACTOR SHALL CONTA( SERVICE 1-800-642-2444,, 48 EXCA VA TION. CITY OF BAKERSFIELD Pob No.; 96-4413 qEngineer CHESTER A VENUE S i I ff FE PE IMPROVEMENTS CALIFORNIA PUBLIC.WORKS DEPARTMENT I te: 5-,07-97 Checked By. SKS SHRUB FLAAnwoPLAN CN O w III _ C/) w w cry w Ul �x 00 li 17 SUE T _+ �1 � �%�.. yid a a►a. '•/'��",e''ry `' �' �3. d - J W W w �G "wi, w z File Name: 4413L4.43 Drawn: JPH CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.; 96-441.3 Engineer - Date. 89-07-97 Checked By. SKS CAPE ILS REVIS101 ■ SCALE: SHRUB LEGEND KEY BOTANICAL NAME/ COMMON NAME SIZE SHRU BUX Bl1XUS JAPONICA / JAPANESE BOXWOOD 5 GAL CAM CAMELLIA HIEMALES 'SHI. SH GASHIRA' / CAMELLIA 5 GAL CHP CHAENOMELES JAPONICA 'PHYLLIS MOORE' / FLOWERING QUINCE 5 GAL CHS CHAD40MELES JAPONICA MM SCARLET' / FLOWERING QUINCE 5 GAL HEM HEMEROCALLIS HYBRIDS `SUMMER WINE', 'FAIRYTALE PINK' / DAYLILY 1 GAL ILE ILEX CORNUTA 'BURFORDI NAVA' / DWARF BURFORD HOLLY 5 GAL ILR ILEX CORNUTA 'ROTUNDA' / DWARF CHINESE HOLLY 5 GAL LAV LAVANDULA DENTATA / FRENCH LAVENDER 5 GAL LIR LIRIOPE GIGANTEA / BIG BLUE LILY TURF 1 GAL MYR MYRTUS COMMUNIS COMPACTA J DWARF MYRTLE 5 GAL PYR PYRACANTHA HYBRID 'RED ELP / FIRETHORN 5 GAL ROF ROSH 'FLOWER CARPEL' / FLOWER CARPET ROSE 5 GAL ROI ROSA "ICEBERG' / ICEBERG ROSE 15 GAL SPI SPIRAEA BUL.MALl1A / SPIRAEA 5 GAL SEE SHEET L3.03 FOR TREE PLANTING SEE SHEET L4.09 FOR PLANTING DETAILS AND NOTES. NO TE: THE CON TRA C TDR SHALL CON TA SERVICE 1-800-642-2444, 48 EXCA VA TION. CHESTER A VENUE STREETSCAPE IMPROVEMENTS SHRUB PLANTING PLAN t t .# 8 Bibb- AVFNUE CH MIN — — ---- -- --- WN Al-_ Immix RECISTERED LAIVDSCAP, ILS REVISIO ■ SCALE NO TE: THE CONTRACTOR SHALL CON TA SERVICE 1-800-642-2444, 48 EXCA VA TION. Name: 441JL4.04 Drown: SPH C/7Y OF BAKERSFIELDo,: 96-4413 En ineer. CHESTER AVENUE STREETS CAPE IMPROVEMENTS CALIFORNIACA L IFORNIA PUBLIC WORKS DEPART Dote: 5-01-97 Checked By SKS SHRUB PLAAMNO PLAN.- SHRUB LEGEND I KEY; BOTANICAL NAME/ COMMON NAME SIZE BUX BUXUS JAPONICA / JAPANESE BOXWOOD 5 CAL CAM CAMELLIA HIEMALES 'SHI SHI GASHIRN / CAMELLIA 5 GAL CHP CHADMElES JAPONICA 'PHYLLIS MOORE' FLOWERING QUINCE 'TEXAS 5 GAL CHS HEM CIVDQMRES JAPONICA SCARLET' FLOWERING QUINCE HEMEROCALLIS HYBRIDS WINE', 'FAIRYTALE PINK' 5 GAL DAILY 1 GAL ILE ILEXYLCORNUTA 'BURRWI NANX / DWARF BURFORD HOLLY 5 GAL ILR ILEX CORNUTA 'ROTUNDA' DWARF CHINESE HOLLY 5 GAL LAV LAVANDULA DENTATA / FRENCH LAVENDER 5 CAL UR LIRIOPE WANTEA / BIG BLUE LILY TURF 1- CAL MYR MYRTUS COMMUNIS COMPACTA DWARF MYRTLE 5 GAL PYR PYRACANTHA HYBRID 'REQ ELI=' FIRETHORN 5 GAL ROF ROSA 'FLOWER CARPET' / FLOWER CARPET ROSE 5 GAL ROI. ROSA 'ICEBERG' / ICEBERG ROSE 5 GAL SPI SPIRAEA BULMALDA / SPIRO 5 ok SEE SHEET L4.09 FOR PLANTING DETAILS AND NOTES. NO TE: THE CONTRACTOR SHALL CON TA SERVICE 1-800-642-2444, 48 EXCA VA TION. Name: 441JL4.04 Drown: SPH C/7Y OF BAKERSFIELDo,: 96-4413 En ineer. CHESTER AVENUE STREETS CAPE IMPROVEMENTS CALIFORNIACA L IFORNIA PUBLIC WORKS DEPART Dote: 5-01-97 Checked By SKS SHRUB PLAAMNO PLAN.- .14- 0 W W U) W V) L.J z J U Q W � � W V) i� i G Em _�.._ i' II `� G f i R z Q0 KEY REGISTERED LANDSCAPE BUX BUXUS JAPONICA / JAPANESE BOXWOOD 5 CAM I -- W CHP CHAENOMELES JAPONICA 'PHYLLIS MOORE' / FLOWERING QUINCE 5 W CHAENOMELES JAPONICA 'TEXAS SCARL.EF /-FLOWERING QUINCE 5 HEM c ILE REVIS101 w W ILEX CORNUTA 'ROTUNDA' / DWARF CHINESE HOLLY 5 V) LAVANDULA DENTATA / FRENCH LAVENDER 5 w = URIOPE GIGWEA / BIG BLUE ULY TURF 1. C� U PYR PYRACAtRA HYEAID 'RED ELF' f FIRETHORN 5 ROF ROSA 'FLOWER CARPET' / FLOWER CARPET ROSE 5 ROI ROSA 'ICEBERG' / ICEBERG ROSE 5 SCALE: SPIRAEA BULMALDA / SPIRAEA 5 i; :i 1 t Ali I E NII f SHRUB LEGEND KEY BOTANICAL NAME/COMMON NAME Isi BUX BUXUS JAPONICA / JAPANESE BOXWOOD 5 CAM CAMELLIA HIEMAL.ES 'SHI SHI GASHRA' / CAMELLIA 5 CHP CHAENOMELES JAPONICA 'PHYLLIS MOORE' / FLOWERING QUINCE 5 CHS CHAENOMELES JAPONICA 'TEXAS SCARL.EF /-FLOWERING QUINCE 5 HEM HEMEROCALUS HYBRIDS 'SLIMMER WINE', 'FAIRYTALE PINK' / ILE DAYULY 1 ILEX CORNUTA 'BURI=ORDI NAW/ DWARF BURFORD HOLLY 5 ILR ILEX CORNUTA 'ROTUNDA' / DWARF CHINESE HOLLY 5 LAV LAVANDULA DENTATA / FRENCH LAVENDER 5 LIR URIOPE GIGWEA / BIG BLUE ULY TURF 1. MYR MYRTUS COMMUNIS COMPACTA / DWARF MYRTLE 5. PYR PYRACAtRA HYEAID 'RED ELF' f FIRETHORN 5 ROF ROSA 'FLOWER CARPET' / FLOWER CARPET ROSE 5 ROI ROSA 'ICEBERG' / ICEBERG ROSE 5 SPI SPIRAEA BULMALDA / SPIRAEA 5 ;,% 12 - ,r_ _ 25 ____ _.__ ». _. _ __ _- ""- -�" -- .... SEE SHEET L3.05 FOR TREE PLANTING.� V Yw _ _� ---� ----- SEE SHEET L4.09 FOR PLANTING CHESTER A `/ E N U E � � DETAILS AND NOTES. i i I _ ILR "LR 2 lee iif � liy t t' I ux .i2 LA I NO TE: THE CON TRA CTOR SHALL CON 7 SERVICE 1--500-642--2444, 4� EXCA VA TION. Name: 4493L4, t15 Drawn: ,/PH Cy�'S R A VENUE STR,EETSCAPE IMPROVEMENTS CRY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Fdob No.: 96-4413 En ineer..01111-e: 8-01-97 Checked By., SKS VENUE: Lo CD d- W W cn W W ciow LLJ Q i -- r8-01-97 me 441JL4.06 Drawn: JPH C/TY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT : 96-4493 Engineer. Checked By SKS TERED LANDSCAPE ILS REVISIOf ■ SCALE: SHRUB LEGEND KEY BOTANICAL NAME/COMMON NAME SIZE SHRU BUX BUXUS JAPONICA / JAPANESE BOXWOOD S GAL CAM CAMELLIA HIEMALES 'SHI SHI GASHIRA' / CAMELLIA 5 GAL CHP CHAENOMEL.ES JAPONICA 'PHYLLIS MOORE' / FLOWERING QUINCE 5 GAL CHS CHAENOMELES JAPONICA 'TEXAS SCARLET' / FLOWERING QUINCE 5 GAL HEAT HEMEROCALLIS HYBRIDS 'SUMMER WINE', 'FAIRYTALE PINK' / DAYULY 1 GAL ILE ILEX CORNUTA 'BURFORDI NANA'DWARF' BURFORD HOLLY 5 GAL ILR ILEX OMUTA 'ROTUNDA'/ DWARF CHINESE. HOLLY 5 GAL LAV LAVANDULA DENTATA. / FRENCH LAVENDER 5 GAL LIR LIRIOPE GIGANTEA / BIG BLUE LILY TURF 9 GAL MYR MYRTUS COMMUNIS COMPACTA / DWARF MYRTLE 5 GAL PYR PYRACANTHA HYBRID 'RED ELI' / FIRETHORN 5 GAL ROF RASA 'FLOWER CARPET / FLOWER CARPET ROSE 5 GAL ROI ROSA 'ICEBERG' / ICEBERG ROSE 5 . GAL SPI SPIRAEA BULMALDA / SPIRAFA 5 GAL .SEE SHEET L3.06 FOR TREE PLANTING SEE SHEET L4.09. FOR PLANTING DETAILS AND NOTES. NOTE. THE CON TRA C TOR SHALL CON TA SERVICE 1--800--642--2444, 48 EXCA VA TION, CHESTER A VENUE STREETSCAPE IMPROVEMENTS SHURB PLANTING PLAN I L0 0 J I— L LJ w z W L..eJ L LJ z J U � F �.J t z I I 0 C3 REGISTERED LANDSCAPE J w w cn L.Li REVISIOr uj (n L ij _z J SCALE: fz LLQ Cn iF i, Ii i IS SHRUB LEGEND KEY BOTANICAL NAME/COMMON NAME SIZ SHRU BUX BUXUS JAPONICA / JAPANESE BOXWOOD 5 GE CAM CAMELLIA HIEMALES 'SHI SHI GASHIRA' CAMELLIA 5 GE CHP CHAENOMELES JAPONICA 'PHYLLIS MOO} E' / FLOW -RING QUINCE 5 G� CHS CHAENOMELES JAPONICA TEXAS SCARLET' / FLOWERING QUINCE 5 G1 HEM HEMEROCALUS HYBRIDS 'SUMMER WINE', 'FAIRYTALE PINK' / DAYLILY 1 GJ ILE ILEX CORNUTA 'BURFORDI NAVA' / DWARF BURFORD HOLY 5 GO ILR ILEX CORNUTA 'ROTUNDA' / DWARF CHINESE HOLLY 5 GI LAV LAVANDULA DENTATA / FRENCH LAVENDER 5 G1 Lift LIRIOPE .GIGANTEA / ERG BLUE LILY TURF 1 Cd MYR MYRTUS COMMUNIS COMPACTA / DWARF MYRTLE 5 GO PYR PYRA W -HA HYBRID 'RED ELF' / FIRETHORN 5 GO ROF ROSA 'FLOWER CARPET' / FLOWER CARPET ROSE 5 Q ROI ROSA 'ICEBERG' / ICEBERG ROSE 5 G� SPI 5PIRAEA BULMALDA / SPIRAEA 5 D SEE SHEET L3.07 FOR TREE PLANTING SEE SHEET L4.09 FOR PLANTING DETAILS AND NOTES. 4 q! I I i i i j ! i ! i NOTE. THE CON TRA C TOR SHALL CON TA SERVICE 1--800-642-2444, 48 EXCA VA T1 ON. pDate#.8-01#-97 07 Drawn: JPH CHESTER AVENUE S'1"REETSCAPE IMPROVEMENTS CITE' OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT' 96 EngineerI ( Checked By. sus SHRUB PLAAMNG PLAN p -.. 3t6 37 CHW WTER AVENWF .._._._. __ _ - - - _._. . .,,...... - - - - _ __ - - - _ - _...__..._._._. - - - - - - 7 O D V11 REGISTERED LANDSCAPE REVIS101 ■ SCALE: SHRUB LEGEND . KEY BOTANICAL NAME/COMMON NAME SIZE RU BUX BUXUS JAPONICA / JAPANESE BOXWOOD 5 GALL CAM CAMELLIA HIEMALES 'SHI SHI GASHIRA' / CAMELLIA 5 GAL CHP CHAENOMELES JAPONICA 'PHYLLIS MORE' / FLOWERING QUINCE 5 GAL CHS CHAENOMELES JAPONICA 'TEXAS SCARLET' / FLOWERING QUINCE 5 GAL HEM HEMEROCALLIS HYBRIDS 'SUMMER WINE', 'FAIRYTALE PINK' / DAYLILY 1 GAL ILE ILEX CORNVTA 'BURFORDI NANA' / DWARF BURFORD HOLLY 5 GAL ILR ILEX CORNUTA 'ROTUNDA' / DWARF CHINESE HOLLY 5 GAL LAV LAVANOULA DENTATA / FRENCH LAVENDER 5 GAL LIR URIOPE GIGANTEA / BIG BLUE LILY TURF 11 GAL MYR MYRTUS COMMUNIS COMPACTA / DWARF MYRTLE 5 GAL PYR PYRACANTHA HYBRID 'RED ELF / FIRETHORN 5 GAT. ROF RASA 'FLOWER CARPET' / FLOWER CARPET ROSE 5 GAL ROI ROSA 'ICEBERG' / ICEBERG ROSE 5 GAL SRI SPIRAEA BULMALDA / SPIRAEA 5 GAL 3� SEE SHEET L3.08 FOR TREE PLANTING -- ----� -- - --- - SEE SHEET L4.09 FOR PLANTING DETAILS AND NOTES. NOTE. THE CON TRA C TOR SHALL CON TA SERVICE 1--800-642-2444, 48 EXCA VA TION. pFl,e Name: 4413E 4.08 Drawn: JPH CHESTER A VENUE' STREETSCAPE IMPR VEMENTS CI T i� C,�F BAKERSFIELD, CAL IFORNIA PUi 3L IC WORKS DEPARTMENT Na.: =4413 En inaer.e: 8—f11-97 Checked By. SKS SHRUB PLANTING PLAN � PLANTING NOITES 1. DRAWING IS DIAGRAMMATIC: CONTRACTOR TO VERIFY ALL LOCATIONS AND CONDITIONS ON SITE. COUNT ALL PLANT MATERIAL BEFORE BIDDING. 2. CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS ON SITE AND LOCATE ALL EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS. 3. CONTRACTOR TO REPAIR AT HIS OWN EXPENSE ALL PROPERTY DAMAGE WHICH OCCURS DURING PROJECT INSTALLATION, 4. NOTE ADDITIONAL REMARKS ON SPECIFIC PLANTS 1N PLANT LIST. 5. ALL EXISTING PLANT MATERIAL TO BE REMOVED EXCEPT WHERE NOTED ON PLAN. 6. CONTRACTOR TO GUARANTEE ALL PLANT MATERIAL FOR I YEAR FROM DATE OF ACCEP'T'ANCE BY OWNER. 7. FINISH GRADE TO BE 2" BELOW ALL WALKS, CURBS, AND PAVING FOR GROUNDCOVER AREAS AND 1" BELOW IN TURF AREAS. 8. ALL PLANTING AREAS SHALL RECEIVE THE FOLLOVANG AMENDMENTS PER 1,000 SQ. FT. OF SURFACE AREA. ROTO -TILL AMENDMENTS TO A DEPTH OF 6% * 150 LBS, GRO-POWER * 4 CLI. YDS. NITROGENIZED, MINERALIZED FIR BARK OR REDWOOD SHAVINGS. * ADD 8 LBS. OF GRO-POWER CONTROLLED RELEASE 12-8--8 PER CU. YD: OF MIX. 9. PLANT HOLE TO BE TWICE AS WIDE AND DEEP AS THE PLANT ROUT BALL. BACKFILL AND COMPACT TO 80% WITH 60% SOIL OF SITE AND 40% FIR BARK, UNLESS OTHERNSE NOTED. PROVIDE GRO- POWER PLANT TABLETS AT THE FOLLOWING RATES. 1 GAL 2 5 GAL 5 15 GAL 10 2f BOX do UP 14 PLACE RECOMMENDED TABLETS BETWEEN THE BOTTOM AND THE TOP. OF THE ROOT BALL, BUT NO HIGHER THAN 1/3 OF THE WAY UP TO THE TOP OF THE ROOT BALL. SPACE TABLETS EQUALLY AROUND THE PERIMETER OF THE ROOT BALL APPROXIMATELY 2" FROM THE ROOT TIPS. 10. "DEEP ROOT" BARRIERS ARE TO BE USED AROUND ALL TREES LOCATED WITHIN 5 FT, OF ANY HARD SURFACE. INSTALL PER MANUFACTURER'S SPECIFICATIONS. BARRIERS SHALL BE INSTALLED ADJACENT TO BACK OF CURBING A MINIMUM OF 6 FEET IN BOTH DIRECTIONS FROM TRUNK, 11. ALL PROPOSED SHRUB AND GROUNDCOVER AREAS ARE TO BE TREATED WITH A PRE -EMERGENT WEED KILLER (EPTAM / RONSTAR). APPLY PER MANUFACTURER'S SPECIFICATIONS: A) IMMEDIATELY AFTER PLANTING, B) AT THE BEGINNING OF THE MAINTENANCE PERIOD, AND C) AT THE END OF THE MAINTENANCE PERIOD. 12. CONTRACTOR TO INSTALL AND MAINTAIN LANDSCAPE PLANTING IN ACCORDANCE WITH THE GOVERNING AGENCY'S GUIDELINES AND SPECIFICATIONS UNLESS NOTED OTHERWISE IN THESE NOTES OR ON THE PLANS. 13. SHRUBS SHAD. BE: SPACED NO CLOSER THAN ONE HALF THEIR MATURE DIAMETER TO EACH OTHER OR ANY HARD SURFACE. 14. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION THIS SECTION OF WORK. ITREE LEGENQI KEY BOTANICAL NAME/COMMON NAME SIZE TOTAL BTY. REMARKS TREES BUXUS JAPONICA / JAPANESE BOXWOOD 5 GAL 115 DETAIL 'C' SHT L4.09 CIN CINNAMOMUM CAMPHORA / CAMPHOR TREE 4-T BOX 11 STANDARD GLE GL.EDITSLA TRIACANTHOS / HONEY LOCUST 31;' BOX 78 STANDARD LAG LAGERSTROEMIA INDICA / CRAPE MYRTLE W BOX 10 MULTI TRUNK PLA PLATANUS ACERIFOUA / LONDON PLANE TREE 4e BOX 48. STANDARD TURF MARATHON 11 SOD / TALL FESCUE BLEND - 1/3 CREEPING SF 10,992 DETAIL 'A' SHT L4.09 ILE RED FESCUE, 113 KENTUCKY BLUEGRASS, 1-/3 UNHUL.LED 5 GAL 190 DETAIL 'A' SHT L4,09 ILR BERMUDA. SEE SPECS. FOR APPLICATION RATES. 5 GAL. 107 DETAIL 'A' SHT L4.09 SHRUB LEGEND KEY BOTANICAL NAME/COMMON NAME SIZE ToTAL (QTY. REMARKS SHRU BUX BUXUS JAPONICA / JAPANESE BOXWOOD 5 GAL 115 DETAIL 'A' SHT L4.09 CAM CAMELLIA HIEMALES 'SHI SHI GASHIRA' / CAMELLIA 5 GAL 54 DETAIL 'A' SHT L4.09 CHP CHAENOMaM JAPONICA 'PHYLLIS MOORE' / FLOWERING QUINCE 5 GAL 31 DETAIL 'A' SHT L4.09 CHS CHAE:NOMELES JAPONICA 'TEXAS SCARLET' % FLOWERING QUINCE 5 GAL 20 DETAIL 'A' SHT L4.09 HEM HEMEROCALUS HYBRIDS 'SUMMER WINE', 'FAIRYTALE PINK' / DAYLILY i GAT.. 285 DETAIL 'A' SHT L4.09 ILE ILEX CORNUTA 'BURFORDI NANA' / DWARF BURFORD HOLLY 5 GAL 190 DETAIL 'A' SHT L4,09 ILR ILEX COMMA 'ROTUNDA' / DWARF CHINESE HOLLY 5 GAL. 107 DETAIL 'A' SHT L4.09 LAV LAVANDULA DENTATA / FRENCH LAVENDER 5 GAL 34 DETAIL 'A' SHT L4.09 LIR URIOPE GIGANTEA / BIG BLUE LILY TURF 1 GAL 27 DETAIL 'A' SHT L4.09 MYR MYRTUS COMMUNIS COMPACTA / DWARF MYRTLE 5 GAL 83 DETAIL "A' SHT L4.09 PYR PYRACANTHA HYBRID 'RED ELF /. FIRE 14ORN 5 GAL 176 DETAIL 'A' SHT L4.09 ROF ROSA 'FLOWER CAIN' / FLOWER CARPET ROSE 5 GAL 199 DETAIL 'A' SHT L4.09 ROI RASA 'ICEBERG' / ICEBERG ROSE 5 GAL. 82 DETAIL 'A' SHT L4.09 SPI SPIRAEA BULMALDA / SPIRAEA 5 GAL 5 DETAIL 'A' SHT L4.09 OSCAE, CITY OF BAKERSF/ELD, CALIFORNIA PLAN VIEW 2 X ROOTBALL WIDTH 7'0 X 10' -IT LODGEPOLE PINE STAKE. STAIN SAGE GREEN; TOP OF STAKE BELOW CROWN OF TREE V.I.T. TIE OR APPOVED EQUAL (2) SEE PLAN VIEW. INSTALL TREE STRAPS JUST BELOW MAIN BRANCHING. BUBBLER HEAD - SEE IRRIGATION PLAN TREE GRATE WHERE APPLICABLE. SEE DETAIL 'M' SHEET 0.10 CONCRETE PAVING OR CURB CRUSHED ROCK BACKFILL ROOTBARRIER - PER PLANTING NOTES. BACKFILL - PER PLANTING NOTES AND SPECIFICATIONS SCARIFY SIDES AND BOTTOM OF PLANT PIT d* TO 10" C TREE PLANTING DETAIL FILE, D-PLA005 PUBLIC WORKS DEPARTMENT Job No.: 96-4413 Date: 6--01--97 0 m O ir REGISTERED LANDSCAPE Q REVIS101 2x ROOTBALL A SHRUB PLANTING SCALE: N.T.S. FOE: D PLA001 EDGE OF --- -1 HARDSCAPE OR TURF "T LOCATION fTYP. SYMBOL) yy[[ - • • - A6V_\0 wo\o ALIGN E0. Et?t3E OF PLANTMICi I TRIANGULAR �p"`n"s c SPACING B GROUNDCOVER PLAN SCALE: N.T.S. FILE: D_ PLA002 CHESTER AVENUE ,STREETSCAPE IMPROVEMENTS PLANnNO DETAILS AND NOTES g "" CODE, RULES t REC- ALL EGALL WORK AND MATERIALS SHALT. COMPLY WITH TI STATE FIRE MARSHAL, CALIFORNIA CODE OF REGI COMPANIES AND OTHER APPLICABLE STATE AND L+ THESE PLANS OR 5PECIFICATION5 15 TO BE CON! CONFORMING TO THESE CODES. WHERE WORK OF IN THE PLANS OR SPECIFICATIONS THIS REQUIRI ELECTRICAL 5Y� ALL DIMENSIONS TO CENTER G NEW TWO HEAD DECORATIVE STREET LIGHT BOLLARD GROUND MOUNTED LIGHT TIME SWITCH PHOTO CONTROL UNDERGROUND WIRING SUB SURFACE PULL BOX 5UB PANEL ELECTRICAL SERVICE EQUIPMENT WITH KIS CONVENIENCE OUTLET IN MEDIAN EXISTING STREET 1-I60T5 TO REMAIN 0 DENOTES FEEDER PER E-11. NOTES (TH15 SHEET ONLY): i� FOR EXACT LOCATIONOF ALL NEW STREET LIGH ARCHITECTURAL MWIN65 TYPICAL ALL SHEET O VERIFY EXACT LOCATION OF ALL. CONVENIENCE WITH LANDSCAPE APCHITECT BEFORE ROUGH -IN OUTLETS THAT ARE FOR TREE LI6HT5 AT OUTS POLE REMOVAL NOTE: (D REMOVE EXISTING POLE, BLEAK OUT FOOTING PATCH SIDEWALK, REMOVE DIRE FROM STREET BOX, DELIVER POLES AND FIXTURES REMOVED 'rNOTE' t, v nWhere applicable, place conduit in common utility tr Elsewhere, conduit shall :be installed in a trench with Contractor shall install and make operational bollards series sheets, despite the locations shown on the E s 51TE ELECTRICAL L PLAN - TRUXTUN THRU 1`Ith 5TREET5 SCALE: 1 = 20'-011 CITY (1F RAKFR'U IFID- CA11FORNIA I PUBLIC 15flRK5 DEPARTMENT CORNEL I US — S I NG CONSULTING GROUP, IN( Consulting Electrical Eng 918 W. Main St.— Ph.733-26-i Visalia, California 93291 Gerald Cornelius Calif.r GHE5TER A VENUF 5TRFET50A PE" . LU Uj l4j C) 1--1 LIJ OLL14-1 VIM a 5 ITF ELECTR 10AL PLAN - 1 -7th THRU lath 5TREET5 0 - 5CALE.- 1 20' -0" POLE REMOVAL NOTE. - REMOVE EXISTIM6 POLE, BREAK OUT FOOTIN 5IDEKALK, REMOVE HIRE FROM STREET LIGH POLES AND FIXTURES REMOVED TO CITY COP CORNELIUS SING CONSULTING GROUP, I Consulting Electrical E 918 W. Main St.— Ph .733—,' Vile Name: El. 2D jorawn, T.5. OHF5TER AVENUE 5TREET50APr- 1 or v/ n r"* n A Ii r n r% r"o I r 1 rN n A I I r^ML1 I A 1. Inh kin IP nn I nopf- - A 1'. 1 F 1 L _j 5GALE: 1 " = 20' -0" 5 ITE ELECTRICAL PLAN - 15th THRU 11th STREETS f I TY f1F AA1<FR'U I F-1 1). CAL I FORN I A PUBLIC WORKS DEPARTMENT POLE REMOVAL NOTE: REMOVE EXISTING POLE, BREAK OUT FOOTING SIDEWALK, REMOVE WIRE FROM STREET LIGHT POLES AND FIXTURES REMOVED TO CITY CORP4 CHESTER AVENUE STREETSCAFE ELEGTRCAL PL SNS CORNELIUS — SING CONSULTING GROUP, Il� Consulting Electrical En 918 W. Main St.— Ph . 733-2! Visalia, California 93291 Gerald Cornelius Calif s 5 ITE ELEGTR I0AL PLAN IQth THRU 20th STR��TS SCALE: 1" = 20'-0" POLE REMOVAL NOTE: a REMOVE EXI5TING POLE, BREAK OUT FOOTINf SIDEWALK, REMOVE WIRE FROM STREET LI6HT POLES AND FIXTURES REMOVED TO CITY CORP CORNEL i US -- SING CONSULTING GROUP, I Consulting Electrical E 918 W. Main St.— Ph.733 Visalia, California 93291 Gerold Cornelius COW 0HE5Tr-R AVENUE 5TREFT50A PE i r-1 �t.TI?Ir.d1 RI ANcn f i 51TE ELECTRICAL ICAL. PL AN - 20th THRU 21st 5TREET5 •-----•-- Fl le Name: El. 2D Drawn: T. S. i 1 TY 017 P e V 17PU 1 171 r) r A I I r n R N I A PUBLIC WORKS DEPARTMENT �flb Na.: - -- Engineer; -, POLE REMOVAL NOTE: RREMOVE EXI ST I ISG POLE, BREAK OUT FOOT 1 Nt SIDENALK, REMOVE WIRE FROM STREET L16N1 POLES AND FIXTURES REMOVED TO CITY CORI' CORNELIUS SING CONSULTING GROUP, I' Consulting Electrical Ei 918 W. blain St.— Ph.733-2 5CALE: ,� _ 201 —01# Visalia, California 93291 Gerold Cornelius Calif CHESTER A \/FNUL STREETSGA PE r ELEGTREGAL PLANS .,Y f" W ' i U-1 t W W o �- z tY ! 1 U-1 Imo, LL. ul UJI 04 t 31 # i R 3 f , f ♦ u f I eu, — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - - — - \1 -- - - — - — - — - — - — - 4 W '1 W _.-. ------------__—--_._.----- _...___._—_.___ .__-------------- —----—_.._ ---- .___---._-�- �-�----- �------_— .�__..___—.__-- j t UP LIGHTS 0 TREES + a a a (FIXTURE 'C') 13 N 13 1qCD LU OD LU V 1 N ! E i 8 18 i 8 18 TO NEXT RECEPT. 18 CHESTER AVE, J 3 3 ' � 3 TO POLE X38 r— - — - — - — - — - — - - _4 SITE ELECTRICAL PLAN -r 21st THR.0 22nd STREETS CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: El. 20 Drawn: T.5. Job No.: Engineer: G. C. rl.�+n • UAV 1 1 1 QQG 1rharLeod Rv - A SET NEW SERVICE EQUIP. #22 N PER DETAIL AND ONE LINE DIAGRAM 2"C I EXISTING P.G. I E. SERVICE BOX ■ ■ SCALE : = 20' -011 POLE REMOVAL NOTE: �.:..� REMOVE EXISTING POLE, BREAK OUT FOOTING T SIDEWALK, REMOVE WIRE FROM STREET LIGHT T POLES AND FIXTURES REMOVED TO CITY CORPOR CORNELIUS -- SING CONSULTING GROUP, INC Consulting Electrical Engi 918 W. Main St.— Ph.733-267 Visalia, California 93291 Gerald Cornelius CoIif.n, CHESTER AVENUE STREETSCAPE ELECTRICAL PLAN 4� 1 W 5ITE ELECTR IGAL PLAN - 22nd THRU 25rd 5TREET5 File Name: El. 2D Drawn: T.5. P I TV Ar D A V C D C r 1 r l n r A I I C ri Q I\I I A P11a1 Ir wnRWR nFPeRTMFNT Job No. Engineer: G.C. SCALE: 1 " w 20' -0" POLE REMOVAL NOTE: ® REMOVE EXISTING POLE, BREAK OUT FOOTING SIDEWALK, REMOVE WIRE FROM STREET LI6HT POLES AND FIXTURES REMOVED TO CITY CORPt CORNELIUS -- SING CONSULTING GROUP, IN Consulting Electrical En 918 W. Main 8t.-- Ph..733-2E Visalia, California 93291 Gerald Cornelius Calif. CHF5TER A Vr-NUE 5TREET50APE j P N 5ITE ELEGTRIGA L PLAN - 25rd THRU 24th 5TREET5 File Name: El. 20 Drawn: T.5. r I TY OF R A V r Q l U Vr { n C'_ h I I v o R N i 0 PUBLIC WORKS DEPARTMENT Job No.: Engineer: G. 6, POLE REMOVAL NOTE: REMOVE _EXISTING POLE, BREAK OUT FOOTS SIDEWALK, REMOVE WIRE FROM STREET LI& POLES AND FIXTURES REMOVED TO CITY COF CONSULTING— GROUP, I Consulting Electrical E 918 W. Moin St.- Ph.733 5GALE: 1 20' _011 Visalia, Cali fornix 9329 Gerald Cornelius Cali CHE5TER AVENUE 5TREET5CAPE r -I 1+r.Ti2Ir.A►I pi AMC., PULL BOX CHRISTY #B52T BOX W/N52T3 LID 24" C 30" SIDEWALK NUTS AND WASHERS q"0 G^" D W E-------` D CONCRETE MOW STRIP (8" w x 3"d)* FIXTURE TYPE "G" t r-1. .11( t t BOLT DOWN CONCRETE LID WITH ENGRAVED WORD .ELECTRICAL SWIVEL MOUNTING I,.t f ► til 1 t.'j 1 C TOP OF BOX TO EXTEND I" ABOVE FIN. GRADE ACORN BOX FINISH GRADE 1.1 i LARC 5LOPE MOW STRIP DOWN FROM TOP OF BOX FI. .I.I.I CURB/GUTTER TO FINISH GRADELl FINISH GRADE CONCRETE FOOTING - �—(SLOPE TOP TO DRAIN tl }' <-- CONCRETE FOOTING 1.t 1, .! t, GROI AWAY FROM FIXTURE) lti FOUR 1/2"0 x18" x 3" ANCHOR BOLTS FIN] 1 - BOND TOGETHER IF METAL CONDUITS t. . 24" _�" ;T REINFORCED CONCRETE BOX WITH CONCRETE EXTENSION A5 REQUIRED 12" ,0 ,1U .J t't — 4 #4 REBAR W/#2 TIES BOTH WAYS 0 i�� '.;i 12"O. G. AND WITHIN 3" OF TOP. CON( FEED_ PER SITE PLAN FEED PER SITE PLAN 3 A� CONDUIT PER SITE PLAN GRAVEL TO EXTEND 12" BELOW BOTTOM OF BOX t.i. ' -, i l 24" MIN. DOVER BELOW STREET 4 #� 12"� * NOTE: HHERE PULLBOX 15 ADJACENT TO CONCRETE WALK, EXTEND MOHSTRIP TO 2h" CONNECT WITH WALK, FEEL 5 PULLBOX DETAIL q UP LIGHTS AT TREE i2 LIGHT POLE FOOTING DETAIL 16 BOLLARD DETAIL HITH E_q (TYPICAL FOR ALL PULL BOXES) NTS E -q (FIXTURE TYPE 'C') NTS E -q NTS E -q ALL CONSTRUCTION W. P. y AIR SPACE FROM ��---- W. P. OUTLET IN POLE PER POLE DETAIL DOUBLE FIXTURE 27 SHAKESPEARE #P/AC . 1/8" BLD65. � 251PC5L240BE PEDESTAL AT MEDIAN. r"� 2 #12 + 1 + #12 GND O VIEW WINDOW FOR KWH METER �� GROUND LUG IN POLE BASE - 1OOW HP5 POLYGAR B, - - - - - - - _ GFI CIRCUIT BREAKER - - - - i 20A, 115V, OUTLET �J- CLEAR, TYPE III DEVICES AND CIRCUIT BREAKERS INSIDE PER ONE LINE DIAGRAM./ I l 1 r TO NEXT POLE PER 40" FINISH GRADE TERMINALS FOR LOOP l 20/1) I FEED t I 1 TO NEXT PEDESTAL SITE PLAN LU65 FOR LOOP FEED IN BASE OF POLE /,\ 28 3/4" 1 PLANf.�... (� l 1 PER SITE FEED PER SITE PLALN '' - - - - - - - - - - - FEED PER SITE PLAN GFI 4_1r2411 X FLUSH DUPLE RECEPTA LE 20A, 115V, W. P. ON > N SIDEWALK SIDE G �; BANNER ARM - 1 MATCH POLE COLOR) SERV I GE PEDESTAL DETAIL CONNECT IONS FOR CONVENIENCE 1O OUTLET5 I N MED -IAN CONNECT I ON5 FOR POLE MOUNTED` 13 CONVENIENCE OUTLETS SHAKESPEARE FIBERGLASS POLE, FLUTED, DARK GREEN E -q NTS E -q (TYPICAL ALL MEDIAN OUTLETS) NTS #AP20-12tF4001AHt E -q NT5 1 1/4" - ALL CONSTRIZ11ON W.P. SERVICE PEDESTAL l 1 - 20/1 GFI CIRCUIT BREAKER i INTERIOR FACTORY WIRING HINGED COVER TOPIOFTHNN DOLLARDLIGHTS AT l I NUTS AND LOCKWASHER 1 i DOUBLE LUGS FOR LOOP PADLOCK PR0VI5ION FEED 20A - 115V DUPLEX OUTLET GROUND LUG --- ---_ 5A INLINE FUSES IN BASE FINISH GRADE l � � LU65 FOR LOOP FEED OF BOLLARD IN BASE OF BOLLARD F ---DARK GREEN FLAT FINISH CONCRETE ANCHOR 1/4 x 3" AT EACH CORNER FINISH GRADE FEED PER SITE PLAN 4 ANCHOR BOLTS 1/2"0 x 12" MIN. CONCRETE FOOTING --- y TO NEXT BOLLARD PER 5ITE PLAN 3,. CONCRETE FOOTING 41 A A ,�-- - FEED PER 5ITE PLAN AS REQUIRED SERVICE PEDESTAL FOOTING E NT5 FEEDERS PER SITE PLAN FRONT VIEW 14 CONNECTION AT BOLLARD NTS -q 5 3/16" PAINT DARK GREEN SEE FOOTING DETAILA. E -q CONCRETE MOW STRIP Iv- I m HINGED COVER �~ 2 #t2 THWN TO LIGHTS AT INLINE FUSES IN POLE FOR-----�� LIGHTS AND PLUGS 00 0 `�— CORD AND PLUG BY OWNER TOP OF POLE VIA PHOTOCELL LARGE HANDHOLf �. 10' 6 1/2" COD q 1 /8" 5A INLINE F115E5 IN BASE LUGS FOR LOOP FEED �- OF POLE GROUNDING LUG 1. WX IN BASE OF POLE NUTS AND LOCKWA5HfR5----_._ .t<slcTteN TO ANCHOR BOLTS —" SAFETY WILL—,FEED �a P ° � i1 3" ON A.t. 51oES FINISH GRADE � . SPACE FOR PLUG TO BE INSERTED 3" 3'� INTO RECEPTACLE AND CORD EXIT PER SITE PLAN TO NEXT POLE PER SITE PLAN 1� LIGHT P 0 L E DETAIL JUNCTION Box WITH COVER CLOSED, E—q 3" FINISH GRADE 19 1/4" r r BALLOT NltttNb CONPART MT CORNEL I US -- SING CONSULTING GROUP, INC. Consulting Electrical Engir FIXTURE�y W CONCRETE FOOTING 5IDE VIEW 918 W. Main St.— Ph.733-2671 Vi sol io, Coli fornix 93291 8 GROUND LIGHT AT PEDE5TAL E -q (FIXTURE- TYPE 'D') NT5 1t CONVENIENCE OUTLET AT PEDESTAL MEDIAN E -q NTS i5 CONNECT I ON5 AT STREET L I GHT5 E -q (TYPICAL ALL POLES) NTS Gerold Cornelius Co! i f . no (MIDWE5T #VO106 WITH LOOP FEED LUGS) File E1.20 Drawn- T. 5. CHESTER AVENUE STREETSGAPEriT' Job No.: Engineer: G.G. nF RAvrR�!rit r©I IFnPNI© PIJAI I C W(IRkS �`PARTMFNT � 1q E--- (E) P. 6. 4 E. SERVICE BOX 2"G TO P.6. $ E. SERVICE BOX NEW 5ERVICE-EQUIPMENT #1q/20 120/240Y 10, 3W, 200A (REMOVE EXISTING EQUIPMENT) Ti DENOTES is 1, G2 DENOTES CONTACT #2 PANEL 'C' �"� PANEL 'D' __-- - ---------- ---------------------------------------------- 100/2) 110012 ) l ► I 30/2`- SPACE FOR 4 POLES 4011 ) 20/ 1 ) 20/2) 40/1) 40/11) 20/1) 20/ 1) 20/1) 20/1) 20/ 11) 20/1) 40/1) 20/1) 40/2 I I I I 1 #4 TO GROUND ROD Ts1 " - 2 #8 _ I I �---- RECONNECT 1"G - 2 #8 EXISTING CIRCUIT 1 RECONNECT G s �s EXISTING CIRCUIT 2 21 23 SPLICE IN BOX--------> I X I PULL BOX #4 20 22 24 DENOTES STREET L Mr. SEE CONNECTION DETAIL, TTP. T2 G4 T1, 65 T1, C1, 62 T2, G4 T2, G3 T1, 63 T1, G4 RECONNECT EXISTING CIRCUITS 25 21 2q iq 21 23 X 25 21 29L16HTS IN CLOCK TOWER T �dJ �` CONNECT CLOCK IN TOWER 20 22 24 26 28 30 CONNECT DIRECTORY PULL BOX #5 TO 6ROUND I MOUNTED PULL BOX #4 PULL BOX #5 LI6HTS Ak Ak 26 28 30 SITE FEEDERS ARE SHOWN ON SITE ELECTRICAL PLANS #E1 THRU #E8 NOTE5: SPLICE IN PULL BOX #4 O SPLICE IN PULL BOX #5 CONNECT SPRINKLER CONTROLLER (MAXICOM) Yi TO BOLLARDS PER SITE ELECTRICAL PLAN PROVIDE AUX CONTACTOR IF NECE55RY FOR POLE CAPACITY® ss i ONE LINE DIAGRAM - 5ERVIGE 19th/20th 5TREET5 E-10 NT5 1 3 5 1 q SPLICE IN BOX 2 4 6 $ DENOTES STREET LIGHT. SEE CONNECTION DETAIL, TYP. �---- (E) P.6. t E. SERVICE BOX 2" C TO F.G. I E. SERVICE BOX PANEL 'A' 100/2) I I I 30/2 SPACE FOR 3 POLES 20/1 11 13 15 11 PULL BOX #2 10 12 14 16 i8 NOTES: SPLICE IN PULL BOX #2 NEW SERVICE EQUIPMENT #1111b Q TO BOLLARDS PER SITE ELECTRICAL PLAN 120/240Y 10, 3W, 200A (REMOVE EXISTING EQUIPMENT) i'� PANEL '0' _ _-- ----__--------------------------- 100/2) I l 20/1) 40/1) 40/1) 40/1) 40/1) 20/1) I I ..` -1 #4 TO 6R0UN0 ROD is 1 �s RECONNECT EXI5TIN6 CIRCUIT 2 T1, 61, 62 T1, C3 T2, G1 T2,62 T2, C3 LIGHTS IN MEDIAN 1 3 5 1 q ] ( 1t SEE DETAIL FOR OUTLET CONNECTION AT POLES, TTP. S SEE DETAIL FOR OUTLET CONNECTION IN MEDIAN, TYP. 2 4 6 8 10 12 DENOTES POLE NUMBER, TYP. S Ism 2 ONE LINE DIAGRAM --SERVICE 11th/18th 5TREET5 E-10 NT5 F I I e Name: El. 2 Drawn: T.5. r- I TY OF R d k/i7R g r I ri n_ (%.Al I FORNI A PUBLIC WORKS DEPARTMENT Job No.: Engineer: 6. C. 120/240 VOLTS 1 0 3 WIRE 0 3 WIRE 10,000 BREAKER A.1. 100 A. BUS5I86 iffl- A. MAIN BKR. - 5 3/4"-- MAX. ENCL. DEP 6 CIRCUIT CIRCUIT SURFACE .MOUNTI PLUG-IN PANEL A' (UNMETERED AT 11/18) ai OA AD V.A.�DESCRIPTION DESCRIPTION DESCRIPTIONS AD VAOA 1 30 2 2200 STRT LIGHTS - - #1 THRU #18 SPARE 01 3 2200 - EAST SIDE OF CHESTER SPACE 1200 0. 5 SPACE . SPACE 20 101AL LUAUS: SpA: iMU V. A. WD: ccvv r, n. 120/240 VOLTS 1 0--j— WIRE 0 3 WIRE 10, 000 BREAKER A.1. 100 A. BUSSING 100 A. MAIN BKR. - 5 3/4" MAX. ENCL. DEP Q.____. CIRCUIT CIRCUIT SURFACE. MOUNT] . PLUG-IN PANEL '5' (METERED AT METER 11/18 vLAOAD V. A. DESCRIPTION DESCRIPTION cog AD VA I 1 01 3600 OUTLETS - WEST SIDE OF CHESTER CONV. OUTLETS IN MEDIAN 4200 0 3 3600 - EAST SIDE OF CHESTER BOLLARDS VIA TIME5WITGH 1200 0. 5 "0 SPARE1200 SPACE SPARE 20 1 401 2400 EXISTING LOAD TIMESWITGH $ CND. MTD. LIGHTS 650 20 TOTAL LOAD5: TA: 9000 V.A. W; DCM V. A. 120/240 VOLTS 1 0 3 WIRE 10.000 BREAKER A.I. 100 A. BUSSING 100 A. MAIN BKR. 5 3/4" MAX. ENCL. DEF 6 CIRCUIT SURFACE MOUNT] PLUG-IN PANEL ' P ' PANEL ' C' (UNMETERED AT 141/20) V LOAD V. Ate. DESCRIPTION DESCRIPTION LOAD V. 00 OA 1 �/21400 STREET - #1q THRU #30 EXISTING LOAD L16HTS - 40 2000 , 3 1400 OUTLETS 2000 5 Z 3 3600 SPACE SPARE 20 TOTAL LOADS: OA: 1400 V.A. 08. 1400 V.A. 120/240 VOLTS 1 0 3 WIRE 10.000 BREAKER A.I 100 A. BUSSING 100 A. MAIN BKR. 5 3/4" MAX. ENCL. DO tom_ CIRCUIT SURFACE MOUNT ,PLU6-IN PANEL ' P ' PANEL ` 0' (METERED AT 19/20) LOAD V.A DESCRIPTION DESCRIPTION �LBOAD V.A. 401 CONY. OUTLETS IN MEDIAN CONV. OUTLETS IN MEDIAN 48x0 40 1 3600 OUTLETS 1600 0 5 1 1900 3 3600 BOLLARDS VIA tS DIRECTORY 100 20 5 201 100 TONER LIGHTS BOLLARDS 100 Z0 1 25 TOWER CLOCK 20 100 1-14 q 1000 EX15TING GROUND LI6HTS 300 20 11 1000 IMAXICOM 25 13 401 2000 SPACE 15 2y, SPARE SPACE TOTAL LOADS: PA: 12,500 V.A 9m: 5, 4!;U V.A. 1201208- VOLTS 1 3 WIRE 10,000 BREAKER A. I 100 A. BU55IN6. 100 A. MAIN BKR. 5 3/4' MAX. ENCL. DE 6 CIRCUIT SURFACE MOUNT PLU6-IN PANEL ' E ' (UNMETERED AT 22) v LOAD V. DESCRIPTION DESCRIPTION �9 AD V.OA A. (1) 1 0 2 1200 STREET LIG T5 _ #31 THRU #41 STREET LIGHTS 32 - 40 1200 0 - 3 1200 1200 5 201 SPARE SPACE TOTAL LOADS: OA: 2400 V.A. 00: 2400 V.A. (1) ODD NUMBERS ONLY (2) EVEN NUMBERS ONLY 120/208 VOLTS 1 3 WIRE 10,000 BREAKER A. ] 100 A. BUSSING 100 A. MAIN BKR. 5 3/4" NAX. ENCL. DE 12 CIRCUIT SURFACE MOUNT PLU6-IN PANEL ' P ' (METERED AT 22) v LOAD V. A 1 A. DESCRIPTION OESGRIPTION LOAD V. A. o 00 A a 1 401 3600 OUTLETS - WEST SIDE OF CHESTER CONY. OUTLETS IN MEDIAN 4200 40 3 3600 - EAST SIDE OF CHESTER CONY. E/S CHESTER 1600 0 5 1 1900 GONV. WEST SIDE Of CHESTER BOLLARDS VIA tS 100 0 1 40 1 4900 CONV. OUTLET IN MEDIAN BOLLARDS VIA Ts 100 17 q 20 1 150 GROUND LIGHT SPARE 20 11SPACE SPADE TOTAL LOADS: OA: 10,450 V.A. OB: 11, qO0 V.A. CHESTER AVENUE STREETSGAPE ELECTRICAL PLANS CORNELIUS -- SING CONSULTING GROUP, IN( Consulting Electrical Eng 918 W. Main St.— Ph.733-26- Visalia, Coli fornio 93291 Gerald Cornelius Colif.r EXISTING 200A 50. 'D' LOAD CENTER 120/240V, 10, ADD CIRCUIT BREAKERS AS SHOWN VARIOUS EXISTING CKT5 TO REMAIN Lv v 2 1 " T2, 62TTC3 _T r= KIOSK --� 0 15 17 BOLLARDS 114----"'— 16 18 TYPICAL L �.D AT STREET LIGHT POLES :!j 18th STREET igth STREET GROUND MOUNTED LIGHTS IN MEDIAN IN MEDIAN ONE LINE DIAGRAM — SERVICE 18th/lgth STREETS E-- (E) P. G. 4 E. SERVICE BOX 2" C TO P. G. 1 E. SERVICE BOX J ' PANEL 'E' 100/2) w 30/2 I I i 20/1 30/2 r F-30/2 31 33 35 31 341 41 43 45 41 1? 12 1? 1? 1? 1? " I? 32 34 36 PULL BOX #1 36 40 42 44 46 48 DENOTES STREET LIGHT. SEE CONNECTION DETAIL, TYP, NT5 LEGEND: (B) FEEDER 56HEOULE <1> 2 1/2% - 5 #1/0 (6 3 CKT5) + 1 #10 GND <2) 2% - 2 #10 (B) + 2 #8 (5L) + 3 #10 (T) + 2 #10 (DIR) + 2 #10 (LT) + 1 #10 GND <3� 2%-2#10 (0) +2#8 (SL) +2#1/0 (61 + 1 #10 GND 4 1 1/4% - 2 #10 -(B) + 1 #10 GND <5� 1"C -2 #10 + 1 #10 GND (LT) <6> 2116 - 2 0 (50 + 2 #10(B) +l #10 GND 1 2" C - 3 #2 (6 2 CKTS) + 2 #10 (B) + 2 #10 (LT) + 2 + 8 (K) + 1 #10 GND <0> 11/2%-2#2(6)+2#10(B)+1#10 GND <q> 2% - 2 #10(8) + 2 #8(5L) + 2 #10(LT) <10> 11/2% - 2 #2 (d) +2#10 (0) +2#8 (K) +1 #10 GND <11) 1% - 2 #8 (K)+ 1 #10 GND <12> 1"C - 2 #8 (6 )+ i #10 GND I_Ovi I% - 2 #10 (LT)+ 1 #10 GND . 14 2 1/211C - 3 #1/0 2 CKT5) + 2 #8 (SL) + 2 #10 (B) + 2 #10 (DIR) + 3 #10 (T) + 1 #10 GND. <15> 1 1/2% - 2 #1/0 Ab ) + 1 #10 GND <16> 1"C - 2 #10 + 1 #10 GND (DIR) <1 1 I% - 2 #10 + 1 #10 GND (LT) <18> 1 1/2" C - 2 #1/0 (0) ) + 1 #10 GND <lq> NOT USED <20) 3/411C+ 3 #10 (T) + 1 #10 GND- 21 261C - 2 #1/0 (fib ) + 1 #10 GND <22> 2"C - 2 #8 (50 + 2 #1/0 4) + 1 #10 GND <25> 2 1/2% - q #1/0 t b CKT5.) + 1 #10 GND <24> 2% - 2 #10 (B) + 4 #8 (SL) + 2 #16(LT) + 1 #10 GND 25 1 1/2" C - 2 #2 ( 6) + 1 #10 GND �i LEGEND: (B) = DENOTES BOLLARD (K) = DENOTES KIOSK (T) = .DENOTES CLOCK TOWER (DIR) = DENOTES DIRECTORY (LT) = DENOTES GROUND MOUNTED LIGHTS (ST) = DENOTES STREET LIGHTS (6 ) = DENOTES CONVIENCE OUTLET NEW SERVICE EQUIPMENT #22 120/208V, 10, 3W, 200A (1) OTHER ACCEPABLE MANUFACTURERS FOR EQUAL PRODUCTS (APPEARANCE, MATERIAL, PERFORMANCE) STERNBERG, ARCHITECTURAL AREA LTG, KIM RvILzl: TO BOLLARDS PER SITE ELECTRICAL PLAN CONTRACTOR OPTION - PROVIDE MULTI- POLE TIME SWITCHES OR CONTACTORS CONTROLLED BY TIME SWITCHES. TYPICAL ALL ONE LINE DIAGRAMS. -_y- PANEL'F'---^_______________________________________ { 100/2) I t - i 40/1) 30/1) 30/1) 40/1) 20/2) 40/1) 40/1) 20/1) I I 1 #4 TO GROUND ROD X TS Ts 1 2 T2,61 T2, 65 T2, C6 T2,.C2 T1, C1, 62 T2,64 T2,:C3 T1,63 GROUND MOUNTED LIGHT 31 33 35 32 34 36 IN MEDIAN 31 3q 41 36 40 42 W 43 45 47 <---- PULL BOX Ail, 44 46 40 { -� y. 6-6 CORNEL i US -- SING CONSULTING GROUP, INC Consulting Electrical Engi 918 W. Main St.— Ph.733-2671 Visalia, California 93291 2 ONE LINE O IAGRAM — 5ERVIGE 22nd STREET Gerold Cornelius Calf .nc NTS E-11 File Name: E1.20 Drawn: T. 5, CHE5YER AVENUE 5TREET50APE �' I TV () R I�C R C i ri r` e I I R N I D PURL I c WORKS DEPARTMENT Jab Na.: Engineer: G.G. r -I 1~e.TQ V.AI Pi bw� � � � ''� L FIXTURE 5CHEDULE TYPE WATTS LAMPS VOLT MANUFACTURER CATALOG N0. MOUNT NOTES A i1b 2-10OW 208! 5HAKE5PEARE SEE DETAIL POLE HFP BALLAST 208/230 HP5 230 AND PHOTOCELL ION 208/ WESTERN LIGHTING BLWZL (MATCH FIXT. GND HFP BALLAST 208/230 B 83 HP5 230 STANDARD 'A' COLOR DUAL VOLT q5 1OW 115V BRONZELITE 65010 - MH'- CB GND TREE LIGHT, CAST BRONZE �i MH GRILL/HOUSING q5 115V BRONZELITE TLB -1010 -MH -1"L-5 GND ADJUSTABLE AIMING MH E F (1) OTHER ACCEPABLE MANUFACTURERS FOR EQUAL PRODUCTS (APPEARANCE, MATERIAL, PERFORMANCE) STERNBERG, ARCHITECTURAL AREA LTG, KIM RvILzl: TO BOLLARDS PER SITE ELECTRICAL PLAN CONTRACTOR OPTION - PROVIDE MULTI- POLE TIME SWITCHES OR CONTACTORS CONTROLLED BY TIME SWITCHES. TYPICAL ALL ONE LINE DIAGRAMS. -_y- PANEL'F'---^_______________________________________ { 100/2) I t - i 40/1) 30/1) 30/1) 40/1) 20/2) 40/1) 40/1) 20/1) I I 1 #4 TO GROUND ROD X TS Ts 1 2 T2,61 T2, 65 T2, C6 T2,.C2 T1, C1, 62 T2,64 T2,:C3 T1,63 GROUND MOUNTED LIGHT 31 33 35 32 34 36 IN MEDIAN 31 3q 41 36 40 42 W 43 45 47 <---- PULL BOX Ail, 44 46 40 { -� y. 6-6 CORNEL i US -- SING CONSULTING GROUP, INC Consulting Electrical Engi 918 W. Main St.— Ph.733-2671 Visalia, California 93291 2 ONE LINE O IAGRAM — 5ERVIGE 22nd STREET Gerold Cornelius Calf .nc NTS E-11 File Name: E1.20 Drawn: T. 5, CHE5YER AVENUE 5TREET50APE �' I TV () R I�C R C i ri r` e I I R N I D PURL I c WORKS DEPARTMENT Jab Na.: Engineer: G.G. r -I 1~e.TQ V.AI Pi bw� � � � ''� L