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HomeMy WebLinkAbout6.1-1762LIST OF DRAWINGS (FILE: BASE_T2K212—LANOSCAPE.dwg) SHEET 1 17TLE SHEET A SHEET 3 LANDSCAPING& �RR/GA 170N PLAN ir L3; � � � � I V SHEET 4 LANDSCAPING & lRR/GA770N PLAN SHEET 5 LANDSCAPING & IRRIGATION PLAN SHEET 6 LANDSCAPING & lRR/GA770N PLAN SHEET 7 LANDSCAPING & IRR/GAT/ON PLAN SHEET 8 LANDSCAPING & IRR/GAT/ON PLAN FARK WAY IMF'RO VEMENTS SHEET 9 MASTER PLANT LIST &DETAILS SHEET 10 SECTIONS & DETAILS SHEET 11 DETAILS STOCKDALE HIGHWAY SHEET 12 LANDSCAPE & IRR/GA 170N DETAILS SHEET 13 ELECTRICAL PLAN NORTH McDONALD WAY TO NORTH STINE ROAD SHEET 14 ELECTRICAL PLAN SHEET 15 ELECTRICAL PIAN FEDERAL PROJECT NO. RPSTPLE-5109(178) ID 0612000102. BENCHMARK TOP OF CONCRETE MONUMENT IN LAMP HOLE INTERSECTION OF McDONALD WAY & STOCKDALE HWY ELEV = 384.56, CITY DATUM CITY STANDARDS ST -9 STATE STANDARDS NOT APPLICABLE CONVENTIONAL SYMBOLS --------EASEMENT -- -- RIGHT—OF— WA Y CENTERLINE RAILROAD TRACKS x CHAIN LINK FENCE EXIST. CURB & GUTTER ----------------------------- EXIST. A.C. FLOWLINE -------- // _______ /� __ EXIST. EDGE OF PA VEMENT GUARD RAIL IMPROVEMENTS UTILITY SYMBOLS W EXIST WA TER LINE s FIRE HYDRANT EXIST GAS LINE SD OH EXIST AERIAL E POWER POLE LINES WATER METER —TV EXIST UNDERGROUND T TV CABLES EXISTING MONUMENT Is EXIST INTERCONNECT FO FUTURE MONUMENT LINE GAS METER M.H. F.H. EXIST SEWER LINE EXIST STORM DRAIN EXIST UNDERGROUND POWER LINE EXIST UNDERGROUND PHONE LINE EXIST FIBER OPTIC LINE • MANHOLE okX FIRE HYDRANT P.P. W.M. -t- POWER POLE ❑ WATER METER W.V. FO EXISTING MONUMENT D4 WATER VALUE ❑O FUTURE MONUMENT G.M. GAS METER S.L. G.V. 3� STREET LIGHT Da GAS VALVE STREET LIGHT W/MAST ARM -Jl BENCHMARK C.O. CLEAN OUT LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES SELECT IMPORT MATER/AL 270 CY STATE OF CALIFORNIA NO TE. THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LI CENSES: CLASS .4 ar�, C NOTE: N THE CONTRACTOR SHALL CONTACT THE USA LOCATOR CV SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. E` e 5 PROJECT LENGTH z QRpFESS /ONq pEAN R��l �•�� Lu C 46803 * Exp.6-30-13 ��9TF C I V I L OF CAO 1, 200 LF: Lu APPROVED BY. RAUL M. ROJAS, R.C.E. 39880, EXPIRES 12-31-1 DATE *.. PUBLIC WORKS DIRECTORu APPROVAL RECOMMENDED BY: C) 112 - ASSISTANT PUBLIC WORKS DIRECTOR DATE a- CIVIL -ENGTNEEI IV ENGINEERING DATE ` PAR CONSTRU TION & FACITTTY PLANNER DATE Job No.: T21<212 PARKWAY IMPROVEMENTS-STOCKDALE HWY N 0 File Path: K.• \LDD—ENGINEERING \2011-2012 \ I OF T2K212—PARKWA Y IMPROVEMENTS—STOCKDALE HWY\BASE T2K212 NORTH McDONALD WAY TO NORTH STINE ROAD 15 File Name: BASE_T2K212.dwg SHEETS I I Ell w �0 O U O (n Iz SEE SHEET 3 SEE SHEET 4 o �Iz W Im ¢,UJ � 11 I � o I MEEXISTING 7'f HIGH �� I CMU WALL WIL /I On= ML FO a — — — G G F G G moso —0+00 11+00 — --�"' � � 12+00 �EXIS77NG RAISED MEDIAN 13 W W O II J 1 I Q I 1 Q I CITY OF BAKERSFIELD, CALIFORNIA SEE SHEET 5 /-- NEW LA' TYPICAL � s I J�U"J SCALE: 1 "=50' — SEE SHEET 6 SEE SHEET 7 I ~ it w II RIGHT OF -WAY Z, i 3 PROJECT LOCATION PLAN PUBLIC WORKS DEPARTMENT File NOme.'BASL T2K212-LA Job No.: T2K212 Date: �`'��Z_ QROF ESS /O/V DEAN ove,7*22t,, REGISTER D l VIL NGINEER Lu � C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C/vl\- BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / F¢ 1�® �� ■� �� =MEMO I _ I i 23 00 2 i i 1 I W c P ca I 1 E PROJECT LOCA TION PLAN Drawn: DP I Engineer. DH PARKWA Y IMPROVEMENTS - STOCKDAL_E HIGH WA Y Checked By N. MCDONALD WAY TO N. STINE ROAD 6. / - / � ca SHEET NO. 20FI5 CL CL N �LN NW NZ O Q N� I O m NQ z� Z ROM a IRRIGATION SYSTEM Q � , PER DETAIL 9" WIDE HEADER (3) F FO ate_ E Z F® F 0 V) ' O 1" Q. C. V. U Imo. �U) Z O U Z U w M i email kiai i♦r.�:: y R ro: SPA i0 PVC q!1Y—Rite y� ._ i� . i%ik0. �M0i 112 ,SCH • ��*, i. .. .:tt.ilt..*.i;'.t''i.. t.':::�`: ... '"` � JJ STOCKDALE HIGHWAY a Q a LANDSCAPE PLANTINGS V CONSTRUCT 9" WIDE HEADER I ��.g-�,��'a`�` PER DETAIL 2 .AT C' F FO Fa FO Fa 1 I) �I OIi CO +F O 1 STOCKDALE CITY OF BAKERSF/ELD, CALIFORNIA I PUBLIC WORKS DEPARTMENT F L F0 FQ LOCATE 2" SCH 80 PVC IRRIGATION MAIN LINE IN COMMON F� U TRENCH AT BACK OF EXISTING SIDEWALK QQ~ 1 r. 1 " QUICK COUPLERS SPACED AT APPROXIMA TE 150' I Z 1 File Name: BAZr&212-U Job No.: T2K212 Date: ST1z ,Z A V— 2" Sch 80 PVC irrigation main line + 1" quick coupler valve 44-Irc/tsj-18 located in shrub beds - - - - - Class 200 pvc irrigation laterals for shrubs Class 200 pvc irrigation laterals for trees 1" remote irrigation control valve 0--TRainbird rws-b-1402 w/rws sock Rainbird 4 series van nozzles adjust radius as required on site See COB std detail # L7 for irrigation head/body installation See plan sheet 5 of 12 for point of connection to existing irrigation system water supply existing irrigation control wires and existing irrigation control clock QRpFESS/ON OEAN a ! W Q Gm REGISTERED ENGINEER C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVI\- BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIPTION 471 / / ABBRHWA TIONS.- TG IONS=TG 1REE GRATE WP WALL PLANTING PATTERN 1 M 1 N. II Lv UJ 4 UJ Cn Z THIS SHEET Z 2 J UJUJ N 1 Q < t^ I a7 — IJ�U"J SCALE: I"=70' STOCKDALE HWY KEY MAP Dra wrn: DH Engineer. DH PARKWAY IMPROVEMENTS — STOCKDALE HIGHWAY Checked By N. MCDONALD WAY TO N. STINE ROAD �.i-17Ga SHEET NO. 30F15 0 1 2 I IRRIGATION SYSTEM 1 1 1 n /- Ii WEST TREES LANDSCAPE PLANTINGS • ,oggac� OOQC r CITY OF BAKERSFIELD, CALIFORNIA SEE PLANT MATERIAL LEGEND I ON SHEET 9 OF 15 File Nome: BASL 0212-1A PUBLIC WORKS DEPARTMENT Job No.: T2K212 Date: _;3ZLZ 12 NOTE: �n SEE DETAIL 4 ON SHEET 10 FOR COMMON TRENCH DETAIL. � �oo Q IW W UJ -J _z cn —� W =w U 0 1 ~ J C I L EXISTING STREETLIGHT CONDUIT TO BE.ABANOONED IN PLACE — 2" Sch 80 PVC irrigation main line 1" quick coupler valve 44-Irc/tsj-18 located in shrub beds - - - - - Class 200 pvc irrigation laterals for shrubs Class 200 pvc irrigation laterals for trees 1" remote irrigation control valve 0—F Rainbird rws-b-1402 w/rws sock Rainbird 4 series van nozzles adjust radius as required on site See COB std detail # L7 for irrigation head/body installation See plan sheet 5 of 12 for point of connection to existing irrigation system water supply existing irrigation control wires and existing irrigation control clock �. CAND Q?\pFESS/0�/\ DEAN GISTEERED Cc-VIL ENGINEER C 46803 Exp. 6-30-13 CITY OF BAKERSFIELD sj 1P h 1501 TRUXTUN A VENUE qTF C/vl \- BAKERSFIELD, CA 93301 OF CA0' F? VISIONS No. DA TE DESCRIPTION %l A1 l( / / 271 / / 471 ABBREWATONS- TG TREE GRATE WP WALL PLANTING PATTERN M KEY MAP Drawn: DH PARKWAY IMPROVEMENTS — STOCKDALE HIGHWAY Engineer: DH N. MCDONALD WAY TO N. STINE ROAD Checked By 'iZIA SHEET NO. 4OF75 0 1 2 3 1 1 �N Ohl L 0 U i IRRIGATION SYSTEM T- oo ' d- 1/2„ Q UJ ' 314 UJ 1G`�I ZW J W (n O 2 � H Q LnLJ IIt vV J /TILL I UV" I IJV/VUU1 I TO BE ABANDONED 1N PLACE STOCKDALE HIGHWAY LANDSCAPE PLANTINGS 2" GATE VALVE IN IRRIGAAON I 0 NOTE: SEE DETAIL 4 ON SHEET 10 FOR COMMON TRENCH DETAIL. ALL`r7L�RS ' I 12 — WP 22 I + r _ LnLJ IIt vV J /TILL I UV" I IJV/VUU1 I TO BE ABANDONED 1N PLACE STOCKDALE HIGHWAY LANDSCAPE PLANTINGS 2" GATE VALVE IN IRRIGAAON I 0 NOTE: SEE DETAIL 4 ON SHEET 10 FOR COMMON TRENCH DETAIL. ALL`r7L�RS ' N rn 12 — WP 22 I + r _ c0 2„ 1112 / - a ---- - ------ V -2-'w I w w� J W 1-1/4" ' UJ U I" Q. C. V. Q 1 I — 2" Sch 80 PVC irrigation main line 1" quick coupler valve 44-Irc/tsj-18 located in shrub beds - - - - - Class 200 pvc irrigation laterals for shrubs — — Class 200 pvc irrigation laterals for trees 1 if remote irrigation control valve 0--T Rainbird rws-b-1402 w/rws sock Rainbird 4 series van nozzles adjust radius as_required on site See COB std detail # L7 for irrigation head/body installation See plan sheet 5 of 12 for point of connection to existing irrigation system water supply existing irrigation control wires and existing irrigation control clock SEE PLANT MATERIAL LEGEND I 00ESS/o/v OEAN �, �w Q n REGISTER D CIVIL IENGINEER CK C 46803 * Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DATE DESCRIPTION / / 271 / / 37 / / 471 / / ABBRL=WATONS= TG TREE GRATE WP WALL PLANTING PATTERN SCALE: 1 "=10' KEY MAP ON SHEET 9 OF 15 l � File Nome: BASE T2K212-LANOSCAPE.DW Drawn: DH - CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K212 Engineer: DH PARKWAY IMPROVEMENTS STOCKDALE HIGHWAY SHEET No. Date: ,i0/�,1j - Checked By. # N. MCDONALD WAY TO N. STINE ROAD 5 OF 15 0 1 2 3 N Ell �N IRRIGATION SYSTEM \ DUNLA ST LO <N 1 co QU') U) W LLJ I= W U) Z_ W J Lv U Q Fa SHEET FO �O �p 150' O.C.V. N O.C.V. STOCKDALE. HIGHWAY LANDSCAPE PLANTINGS SSE DETAIL 4 ON SHEET 10 FOR COMMON TRENCH DETAIL. ' EXISTING STREETLIGHT CONDUIT ' TO BE ABANDONED IN PLACE 2" Sch 80 PVC irrigation main line 1" quick coupler valve 44-Irc/tsj-18 located in shrub beds - - - - - Class 200 pvc irrigation laterals for shrubs — — Class 200 pvc irrigation laterals for trees 1" remote irrigation control valve 0-T Rainbird rws-b-1402 w/rws sock Rainbird 4 series van nozzles adjust radius as required on site See COB std detail # L7 for irrigation head/body installation See plan sheet 5 of 12 for point of connection to existing irrigation system water supply existing irrigation control wires and existing irrigation control clock CITY OF BAKERSFIELD, CALIFORNIA SEE PLANT MATERIAL LEGEND I ON SHEET 9 OF 15 PUBLIC WORKS DEPARTMENT File Nome: BASE T2I(212-LA Job No.: T2K212 Date: 9/24.2 Drawn: DH Engineer: DH Checked By 0 + rn H Iw UJ Z J w = UJ U � Q 2 QROFESSI04 DEAN �� * o � R GISTEERED Cl VIJ ENGINEERCK C 46803 * Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF �lV�� off/ BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIPTION 1 A, ( / / 371 / / �>« ABBRL=WA TIONS= TG TREE GRA 7F AP WALL PLANTING PAT7FRN n lk 04 N SCALE: I"=10' THIS SHEET O G �O �p STOCKDALE HWY KEY MAP PARKWA Y IMPROVEMENTS — STOCKDALE HIGH WA Y N. MCDONALD WAY TON STINE ROAD SHEET N0. 6OF15 0 1 2 3 0 N 0 Z: 0 �N I,,- 0 rn Q V) W LLJ I r W U) Z �w J Ln 2 Q O + Q V)W LLI I r W U) ZW LLJU Q IRRIGATION SYSTEM NOTE• SEE DETAIL 4 ON SHEET 10 FOR COMMON TRENCH DETAIL. LANDSCAPE, PLANTINGS Irrigation Iegend — 2" Sch 80 PVC irrigation main line 1" quick coupler valve. 44-Irc/tsj-1 8 located in shrub beds - - - - - Class 200 pvc irrigation laterals for shrubs — Class 200 pvc irrigation laterals for trees 1" remote irrigation control valve 0'-T Rainbird rws-b-1402 w/rws sock Rainbird 4 series van nozzles adjust radius as required on site See COB std detail # L7 for irrigation head/body installation See plan sheet 5 of 12 for point of connection to existing irrigation system water supply existing irrigation control wires and existing irrigation control clock CITY OF BAKERSFIELD, CALIFORNIA SEE PLANT MATERIAL LEGENDI ON SHEET 9 OF 15 PUBLIC WORKS DEPARTMENT File Nome.•BASE_TA212-LANDSCAPE.DW Drawn: DH Job No.: T2K212 Engineer DH Date: Checked By + N V00 IW W W = z (n _I W W Q QROFESS/pN F� OE AN!!o/'y 44. q� • x O .y G R GISTEREDC/VI ENGINEER C 46803 I Exp.6-30-13 yk CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE I DESCRIP TION 471 ABBREV/ATONS= TG TREE GRA IE WP WALL PLANTING PATTERN SCALE.- I"=10' THIS SHEET 2 2 N� `l',j Z y p z 'k U01 STOC DALE HWY IEY MAP PARKWAY IMPROVEMENTS — STOCKDALE HIGHWAY N. MCDONALD WAY TO N. ST/NE ROAD 14 1 - 176� SHEET NO. 7 OF 15 0 1 2 3 N aLn a) J �N Ow IRRIGATION SYSTEM of " 1 1/2" ow, UJ I V) UJ 1 IC Zw _ W J V) i f NOTE: SEE DETAIL 4 ON SHEET 10 FOR COMMON TRENCH DETAIL. STOCKDALE HIGHWAY LANDSCAPE PLANTINGS WP30 PLAN t 1 WP3I PLAN C WP32 PLAN D -------- ---- IC o� � J l IC IC N cV W IC - CNNti CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL OF BAKERSFIELD, CA 93301 CALF REVISIONS No. DA TE DESCRIPTION 1 / / 3 FO F0 FI G G 1 WP33 PLAN A WP34 0 STOCKDALE I HIGHWAY � J 12 o� � J o� � .I J W N cV W W CNNti CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL OF BAKERSFIELD, CA 93301 CALF REVISIONS No. CITY OF BAKERSFIELD, CALIFORNIA M 0 F- r CO 04 Q 04 I Q Fa- 0 ' O � U of ,t ` ONSTRUCT 9" WIDE HEADED IPLJJ ER DETAIL 40 P 1 IC IC - - IC' I� 'i8 �� IC - l.____ FO FO 1 FO FO FO I 1 Irrigation legend zI 0 1 00 U :DI "f Q "(,(' I Q � U OI ,;�4TI ABBREV/A 77ONS= TG TREE GRA TF WP WALL PLANTING PATTERN 2" Sch 80 PVC irrigation main line + 1" quick coupler valve 44-Irc/tsj-18 located in shrub beds - - - - - Class 200 pvc irrigation laterals for shrubs Class 200 pvc irrigation laterals for trees 1" remote irrigation control valve 0-7 Rainbird rws-b-1402 w/rws sock ® Rainbird 4 series van nozzles adjust radius as required on site See COB std detail # L7 for irrigation head/body installation See plan sheet 5 of 12 for point of connection to existing irrigation system water supply existing irrigation control wires and existing irrigation control clock Zil '� � � � ►� 1 w CONSTRUCT 9" WIDE HEADEDUJ ; PER DETA/L2 I I ; -- /Z —7- \ \. `. IC SCALE: 1" 10' THIS SHEET e Z FO FO F13 N 0 SEE PLANT MATERIAL LEGEND ON SHEET 9 OF 15 File Name: BASE-T2K212-tA PUBLIC WORKS DEPARTMENT Job No.: T2K212 Date: 312172 Dra wn: DH Engineer: DH Checked By 1RJ-J;► I G I 0� 7 KEY MAP PARKWA Y IMPROVEMENTS - STOCKDALE HIGH WA Y N. MCDONALD WAY TON STINE ROAD SHEET NO. 8OF75 0 1 2 3 QRpF ESS/0iy� F� ID AN REGISTERED CVL NGINEER C 46803 0 2 y� Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL OF BAKERSFIELD, CA 93301 CALF REVISIONS No. DA TE DESCRIPTION 1 / / 3 / / ,;�4TI ABBREV/A 77ONS= TG TREE GRA TF WP WALL PLANTING PATTERN 2" Sch 80 PVC irrigation main line + 1" quick coupler valve 44-Irc/tsj-18 located in shrub beds - - - - - Class 200 pvc irrigation laterals for shrubs Class 200 pvc irrigation laterals for trees 1" remote irrigation control valve 0-7 Rainbird rws-b-1402 w/rws sock ® Rainbird 4 series van nozzles adjust radius as required on site See COB std detail # L7 for irrigation head/body installation See plan sheet 5 of 12 for point of connection to existing irrigation system water supply existing irrigation control wires and existing irrigation control clock Zil '� � � � ►� 1 w CONSTRUCT 9" WIDE HEADEDUJ ; PER DETA/L2 I I ; -- /Z —7- \ \. `. IC SCALE: 1" 10' THIS SHEET e Z FO FO F13 N 0 SEE PLANT MATERIAL LEGEND ON SHEET 9 OF 15 File Name: BASE-T2K212-tA PUBLIC WORKS DEPARTMENT Job No.: T2K212 Date: 312172 Dra wn: DH Engineer: DH Checked By 1RJ-J;► I G I 0� 7 KEY MAP PARKWA Y IMPROVEMENTS - STOCKDALE HIGH WA Y N. MCDONALD WAY TON STINE ROAD SHEET NO. 8OF75 0 1 2 3 I � N I EXISTING CURB & GUTTER I i I 3 I L I I EXISTING SIDEWALK EXISTING CURB & GUTTER — 10'-0"f 6'-0"f I 3'-0"f 1 TREEWELL PLAN DETAIL SCALE 1/2"=1' O" EXISTING AC PAVING I 10'-0"t 9'-0"f FLOWLINE TO F OF WALL 6'-0"f EXISTING SIDEWAL U u I 3'-0 "f SHRUB PLANTING H VON TRENCH DETAIL 4 F ` EXISTING SUBGRADE #3 DOWEL © 24" o.c.-TYP. NEW SIDEWALK PER COB STANDARD DETAIL ST -9 (TYP.) SAWCUT & REMOVE EXISTING SIDEWALK BEHIND TREEWELL EXISTING CMU WALL BACK OF EXISTING SIDEWALK EXISTING CMU WALL IMPORTED SELECT MATERIAL COMPACTED TO 859 EXISTING FINISH GRADE EXISTING CU & GUTTER - EXISTING AC HAND EXCA IMPORTED S AT NEW TRI EXISTING SL Q�pF ESS ION,q ID pEAN � Z REGIST RED VIL ENGINEER C 46803 * Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE F qTF OI CA��F��� BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 1/-,3/12- PZyJs6 -DETAIL... 3110. 271 / / 371 471 � TRENCH EXISTING SIDEWALK I 0 li III N EXrsrING i II I li I SUBGRADE Q) SECTION IIII`I� ERYK3'�SECTION THROUGH TREEWELL2 SECTION THROUGH SHRUBB �o SCA LE. 1/2"=1' o" �o SCALE. 112' -l' -O" CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: BASE T21(212 -LA Job No.: T2K212 Date: 13/,0117_ Drawn: DP Engineer: BM Checked By L; FINISH GRADE (SIDEWALK WHERE OCCIURS) IMPORTED SELECT MATERIAL J14-0 TO 1 112"0 LATERAL TREE & SHRUB BACKFILL COMPACTED TO 859" TO EXISTING GRADE 270 SCHEDULE 80 PVC IRRIGA 170N MAIN LINE IN 4"0 SCHEDULE 40 PVC SLEEVE UNDER SIDEWALK. IRRIGATION CONTROL WIRES 270 ELECTRICAL CONDUIT SAND BED 6" WIDE TRENCH COMMON TRENCH DETAIL SECTIONS DETAILS PARKWA Y IMPROVEMENTS - STOCKDALE HIGH WA Y N. McDONALD WAY TO N. STINE ROAD SCALE. 1 ""=1 "-0 SHEET NO. 10 OF 75 0 1 2 5 I z 7" [178mm] 1' [25mm] E E u 3 1/2" [89mm] 3/4" 11—�{ � 18" [457mm] [ 19mm CAD DWG. REF: 8707 395.DWG— 2 6 1/4" [159mm] TYPICAL TREE GRATE DETAIL —v—\L IL inv vv .c iv vi 2 HEA DER DETAIL 11 J SCALE 1 112"---l'-O"' ALL SLOTS ARE 1/4" [6mm] WIDE MAX. E E 00 u N E E UO u N TREE GRATE HALVES BOLTED TOGETHER w/ (2) 1/2-13 X 3" STNLS. STL. HEX. BOLT AND HEX. NUT w/ WASHERS FRAMES ARE ASSEMBLED USING A 6" X 1 1/4" X 1/4" THICK [152mm X 32mm X 6mm] STEEL PLATE BOLTED TO FRAME w/ (2) 3/8-16UNC X 1 STNLS STL. FLAT HD. CAP SCREWS I L I\ I S I T V T V V ASSEMBLY DETAIL SCALE 1: 2 UNC Il\rr[:-v MULES NOTE: FRAME CROSS BAR REQUIRES REMOVAL AFTER INSTALLATION. ALL DIMENSIONS ARE SHOWN IN ENGLISH AND [METRIC]. COMPONENT NO'S: (4) 5'-0" FRAME 8500-6060; (2) TREE GRATE 8707-0002 MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B FINISH: NOT PAINTED WEIGHT. 624#/SET 1 - 5' O.. Standard curb return radius shall be 20' (6.1m) min. on local streets and 30' (9.1m) min. on all arterials and collectors or locals at intersections with arterials or collectors or as dlretced by the City Engineer. Curb & Gutter Z. NO TES.- Q) ES: Expansion Joint Weakened Plane Joint Gutter 15' (4.6m) Max. between joints 0 a' e. e J d O d d e4< 16 a e... .Q e _ d e a a . * ** 1.0' Min. (0.3m) I/ariable 1. All work shall conform to the applicable sections of the specifications entitled Standard Specifications, State of Califomia, Department of Transportation, approved current edition. 2. Subgrade preparation shall be constructed true to grade and cross section, with compaction of 909 to a depth of 0.5' (0.15m). J. Concrete shall be Class A' and shall have a slump between 2.5' (65mm) and 5.5'° (1401nm). The surface shall be finished to grade and cross section with a float, troweled smooth, and finished with a broom. 4. Concrete shall contain no additives unless prior approval is obtained from the City Engineer. 5. Concrete shall be cured with a white pigmented curing compound complying to Section 90-701B of the Standard Specifications 6. Weakened Plane Joints shall be installed at 15' (4.6m) intervals and expansion joints at 60' (18.3m) intervals Expansion joints shall be located each side of a structure and at the end of curb returns. 7. Expansion joint filler material shall consist of pre formed strips of a durable, resilient compound. (0. lm) * Actual dimension varys, 3.0' (0.9m) minimum on all street types or as directed by the City Engineer. See Rec. & Parks Department for allowable trees ** 4.5'(1.4m) Minimum on all local streets 5.5' (1.7m) Minimum on all arterials, collectors, schools, hospitals, commercial, industrial, or as directed by the City Engineer. 6.0' (1.8m) Minimum on meandering sidewalk. 8. Sidewalks shall be scored to a minimum depth of 0.125' (5mm) unless otherwise directed by the City Engineer 9. New sidewalk construction in blocks with existing sidewalk shall conform in dimension and location to those in place, or as approved by the City Engineer. 10. Existing sidewalk shall be sawcut and removed at the first scoring line at or beyond the planned joint. 11. A permit for sidewalk construction and reconstruction shall accompany actual work. 12. Any variance in finish, color, or material, from standard will require approval from the odwsory agency. 13. Transitions in sidewalk types must be approved by the City Engineer. . FLERAME sr -4M QROFESS /pN gEAN �, q� < QD ms's Z Z REGISTERS L ENGINEERC 46803 * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF cm - pF�� BAKERSFIELD, CA 93301 OF REVISIONS No. DA TE DESCRIPTION 471 DETAILS File Nome: BASE_T2l(212-LANOSCAPE.OW Drawn: DP CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K212 Engineer: DH PARKWAY IMPROVEMENTS — STOCKDALE HIGHWAY SHEET NO. Date: 404-211'2 Checked By ���, N. MCDONALD WAY TON ST/NE ROAD 11 OF 15 0 1 2 3 Ad o A . d 5 0 4a . C 3 FE q3 NO TES.- Q) ES: Expansion Joint Weakened Plane Joint Gutter 15' (4.6m) Max. between joints 0 a' e. e J d O d d e4< 16 a e... .Q e _ d e a a . * ** 1.0' Min. (0.3m) I/ariable 1. All work shall conform to the applicable sections of the specifications entitled Standard Specifications, State of Califomia, Department of Transportation, approved current edition. 2. Subgrade preparation shall be constructed true to grade and cross section, with compaction of 909 to a depth of 0.5' (0.15m). J. Concrete shall be Class A' and shall have a slump between 2.5' (65mm) and 5.5'° (1401nm). The surface shall be finished to grade and cross section with a float, troweled smooth, and finished with a broom. 4. Concrete shall contain no additives unless prior approval is obtained from the City Engineer. 5. Concrete shall be cured with a white pigmented curing compound complying to Section 90-701B of the Standard Specifications 6. Weakened Plane Joints shall be installed at 15' (4.6m) intervals and expansion joints at 60' (18.3m) intervals Expansion joints shall be located each side of a structure and at the end of curb returns. 7. Expansion joint filler material shall consist of pre formed strips of a durable, resilient compound. (0. lm) * Actual dimension varys, 3.0' (0.9m) minimum on all street types or as directed by the City Engineer. See Rec. & Parks Department for allowable trees ** 4.5'(1.4m) Minimum on all local streets 5.5' (1.7m) Minimum on all arterials, collectors, schools, hospitals, commercial, industrial, or as directed by the City Engineer. 6.0' (1.8m) Minimum on meandering sidewalk. 8. Sidewalks shall be scored to a minimum depth of 0.125' (5mm) unless otherwise directed by the City Engineer 9. New sidewalk construction in blocks with existing sidewalk shall conform in dimension and location to those in place, or as approved by the City Engineer. 10. Existing sidewalk shall be sawcut and removed at the first scoring line at or beyond the planned joint. 11. A permit for sidewalk construction and reconstruction shall accompany actual work. 12. Any variance in finish, color, or material, from standard will require approval from the odwsory agency. 13. Transitions in sidewalk types must be approved by the City Engineer. . FLERAME sr -4M QROFESS /pN gEAN �, q� < QD ms's Z Z REGISTERS L ENGINEERC 46803 * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF cm - pF�� BAKERSFIELD, CA 93301 OF REVISIONS No. DA TE DESCRIPTION 471 DETAILS File Nome: BASE_T2l(212-LANOSCAPE.OW Drawn: DP CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K212 Engineer: DH PARKWAY IMPROVEMENTS — STOCKDALE HIGHWAY SHEET NO. Date: 404-211'2 Checked By ���, N. MCDONALD WAY TON ST/NE ROAD 11 OF 15 0 1 2 3 O N NT, � I CQ NZ O Q N� I O m NQ QD Ly CL Z Wcl, NO TES' PLAN NEW 1. Use teflon tape on all threaded joints 20' (50mm) 0.5' (0.15m) 2. All risers and nipples shall be Schedule 80 PVC sized Concrete Wall as required by the Recreation and Parks Director. , j J. A# fittings shall be Schedule 40 PVC sized as required. • 4. Where irrigation heads are installed within embankments, 1.5' Min. o drain valve or check valve is required to prevent erosion. Grade Check valves and drain valves shall be installed at LS' to 2.0' Rad. locations as perscribed by the specific field conditions (0.46m to 0.61m Rod.) and shall be opproved by the Recreation and Parks (0.3m) TIT Ell (ST) Director prior to use and placement. X\ 5. Use Schedule 80 PVC conduit with an enclosed / pedestal, slope conduit to drain 1/8' per 1.0' \ /j�/j\ j�//�// Female Adaptor (5mm per 0.3m) a 6. Construct 0.5' (150mm) Class B" concrete slab as "'; SIDE VIEW required to receive the pedstal mounted irrigation control 11 clock. Compact 0.5' (150mm) base to 90% relative density prior to placement ad concrete slab. 7-77 manufacturers, and performance requirements. /�`// 7. Where part circle irrigation heads odjocent to a building 110 Volt Power wall, locate irrigation head 4.0' (100mm) from face of Single Strand 14 Gouge building wall to back of irrigation head. Direct Burial Copper Wire 8. All irrigation heads sholl provide 100 coverage with O �qjq/CATION CONTROL CLOCK no over spray onto sidewalks,' streets, walls, and buildings ©DOUBLE Addition of heads may be required at any time in order \qff ,tor to achieve 100% coverage. (50mm) Dia.) 9. All irrigation installation shall be in accordance with Concrete thrust block city standards, the latest edition of the Colifomlo Plumbing NOTES.• Code, and manufacturer's recommendation, Section 20 of j the Standard Specifications, and as directed by the 1. Except as noted, all piping and fittings shall be Recreation and Parks Director. / Extra 10. A!l materials shall be new and free from defects lop of Asphalt o 14' Slope Concrete (0.36m) 11. See approved landscape / irrigation plans and legends Surface for specific model numbers, size, quantities, `: manufacturers and performance requirements 12. Any and oil changes from this standard shall be 18" approved by the Recreation and Parks Director prior (0.45m) to any type of construction. `%\` �` \ \\ Double Wire Wrap 7. All irrigation installation shall be in accordance with (gory. - 12go.) 4k�8 tie ocations Redwood Stake city standards, the latest accepted edition of the Sch. 40 PVC 2.0" x 2.0" x 1.5' (205 PLAN VIEW Tee (SST) (50mm x 50mm x 0.45m)//��//�� BACKFLOW PREVEN7FR Sch. 40 PVC Sch. 40 PVC Ell or Tee Marlex Street Ell 90 (TIT) Eu 90 (T/T) O TING HEAD DETAIL _OSCILLA Sch. 80 PVC Nipple (ST)�-"� SIDE VIEW ave, STANDARD Water protection unit Recreation and Parks Director before implementation. DETAILS FOR CONTROL a.aow . CLOCK, OSCILLATING HEAD, Lateral Line SWU AND TRIPLE SWING JOINT wTM rwrw� QZ SWING JOINT DETAIL asr � _7R/PEE CrfY OF BAKERSFIELD t -� I Finished Grade \\/ O MAIN L/NE L 0' (0.3m) E v Backfill and compact according to standard ST -16. See Caltrans Specs. for surface treatment or as directed by the Recreation and Parks Director. O LATERAL LINE 1.0' (0.3m) I Place Maxicom \j\ wires%\ \\j , near the main tine / \\• at the 9 o'clock �// %6 position. For large \% turf heads j\ ** For small j\ turf heads `� Place irrigation control & bubblers > wires near the main %j bundled and toped at j\ 10' (3.Om) intervals. j\ Locate wires at the 3 o'clock position.\, \. �\ 7 NOTES• 1. A/l electrical wiring and water lines shall be installed 2.5' (0.76m) deep in a Schedule 40 PVC conduit when crossing roadways or under any hard surfaces 2. Where the roinbird maxicom irrigation system is specified, the maxicom cable must not come into contact with the power supply or valve wiring. Locate the maxi- com cable near the main line at a 9 o'clock position. 3. if more than one line is installed per trench provide 0.5' (0.15m) horizontal and vertical separation. 4. All PVC solvent (glue) shall be 1711 (primer is required on main line only). 5. Landscape and irrigation improvements within the dedicated street right-of-way may require an open street permit. Check with city engineering department for requirements 6. Where open street cuts are required to install various irrigation lines and/or wires, all street patching within the city right-of-way sholl be in accordance with city standard ST -12 or as directed by the City Engineer. 7. When there is a change in fitted direction, oll irrigation main lines larger than 2.0" (50mm) in diameter (pressure lines) shall be secured with concrete thrust blocks in accordance with manufacture's recommendation and as directed by the Recreation and Parks Director. 8. All irrigation lateral lines shall be class 200 PVC. if a lateral line is located under a hard surface, Schedule 40 PVC is required. Finished Grade Backfill 9. All irrigation mainlines 2.0' (50mm) in diameter and less shall be Schedule 40 PVC. irrigation mainlines greater than 2.0' (50mm) in diameter shall be doss 200 ring the PVC Schedule 40 or approved equal by the Recreation and Parks Director. 10. Any and all changes shall be approved by the Recreation and Parks Director prior to implementation. 11. All irrigation installation shall be in accordance with city standards, the latest approved edition of the Uniform Plumbing Code, Manufacturer's Recommendations Section 20 of the Standard Specifications, and as directed by the Recreation and Parks Director. 12. All material used shall be new and free from imperfections 13. See opproved landscape and irrigation plans and legends for specific model number, size, quantity, manufacturer, and performance requirements. * See Note 17 1.0' (0,3m) for NOTES.' Spray Heads 1.0 * 3.0" (75mm) 1. Use teflon pipe on oil treaded joints (0.3m) for Bubblers 2. All risers and nipples shall be Sch. 80 PVC. All fittings shall be Sch. 40 PVC. 3. All laterals shall be doss 200 PVC or as required on lane, \ \� 6.0" 150mm q P Finished .; "? �j ( ) Grade j/ \ j�, Rex Nipple (TIT) 4 Men irrigation heads are installed within embankments, Ell (ST) or a drain valve or check valve is required to prevent erosion. Lateral Line / \\' Tee (SST) Check valves and drain valves shall be installed at locations as prescribed by the specified conditions and shall be opproved by the Recreation and Parks Director prior to placement and use. AO BUBBLER&EM SPRAY HEAD 5. All pop up heads shall be 1.0' (25mm) from concrete and asphalt areas All large radius irrigation heads (part Install Top of Head 0.25' circle) shall be 4.0' (100mm) from concrete and asphalt (6.5mm) above F.G. for Finished areas Height of pop up heads shall be as follows: Grade part Circe and 4.0" 4.0' (100mm) for lawn areas (100mm) for full circle. 1.0' (0.3m) for shrubs 1.0' (0.3m) for ground covers \ 6. Where part circle irrigation heads are adjacent to a building Sch. 80 PVC \\ �� wall, locate heads 1.0' (0.3m) from face of building wall to Nipple (TIT) /\\ //� , E back of irrigation head. Triple Swing Joint wh 7. See Standard L-6, �/ �/j� �- ere triple swing joint is required, see city standard L-6, Detail Z. Swing joints shall be allowed on oil irrigation Detail Z heads even where not required. /j\1\1 X, /\ r 8 Any and all changes from this standard detail sheet shall Laterial Line j by approved by the Recreation and Parks Director. 9. See opproved landscape and irrigation plans and legends © BARGE RADIUS HEAD (Bottom Moun tea for and specific modeoncerequiramenumbers, Sze, quantity, manufacturers, perlarFinished Grade Sch. 80 PVC Nipple (TIT) - Triple Swing Joint See Standard L-6, Detail Z �\ Lateral Line - © POP UP SPRAY HEAD (Side Moun to�) Finished Grade-. r_�" Swing Pipe Ell (ST) or j Tee (SST) Barbed Ell O SWING PIPE POP UP SPRAY HEAD (Bottom Mounted) Brass Fittings / Nipples STANDARD DETAILS FOR VARIOUS IRRIGATION HEADS «"DM Finished wTZ wrsov� air nor L-7 CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT 41Y Brass Fittings / Nipples 2.5' (0.76m) expansion loop 1.0' (0.3m) Finished 2. Use teflon pipe tape on all threaded joints or for all wires. Finished Grade Grade Min. approved equal by the Recreation and Parks Director. 1.0' (0 Jm) above concrete slob 1.5' Min. t1.' 45m) Grade 3. All materials shall be new and free from imperfections (0.45m) \ / Wire \rT( (PIB only) Brook 11419 Snap" Lock Tab Lid (0.3m) TIT Ell (ST) 1.5' Min. X\ Concrete / New Concrete \ /j�/j\ j�//�// Female Adaptor irrigation control clock to remove control valve is Slob 7 (0.45m) I legends for specific model numbers, size, quantity, wire shall be a different color than the one used to installation - Detail T) Concrete Thrust Brick manufacturers, and performance requirements. /�`// Block per U.P.C. ///�//�//�, From Water Galvanized Piping & Fittings Main /j Line Meter %\//.\//.\//\//.\//.�/// Femole (T (Typical throughout) .\.�.\.\/j To Valves ©DOUBLE CHECK OR REDUCED PRESURE BACKFILL \qff ,tor PREVEN7FR (Greater than 2.0" (50mm) Dia.) `' Concrete thrust block Brass Fittings /Nipples NOTES.• 7. Maintain 2.0' (0.6m)6m) separation between remote j ..-e per U.P.C. 1. Except as noted, all piping and fittings shall be required for all water protection devices Minimum / Extra Tree galvanized unless approved by the clearance shall be 1.5' (0.45m) on all sides of the device Recreation and Parks Director. Brass Fittings / Nipples 2.5' (0.76m) expansion loop 1.0' (0.3m) Tee (SST) Main ) 2. Use teflon pipe tape on all threaded joints or for all wires. Finished Grade above highest Finished approved equal by the Recreation and Parks Director. deviation for the accepted boxes and lids below must be 1. Apply soil amendment as per soil test. sprinkler head Grade 3. All materials shall be new and free from imperfections �. .._ \ / Wire \rT( (PIB only) Brook 11419 Snap" Lock Tab Lid (0.3m) TIT Ell (ST) 1.5' Min. / f Concrete 1.5' Min. 4• See approved landscape and irrigotion plans and (0.45m) irrigation control clock to remove control valve is Slob 7 (0.45m) I legends for specific model numbers, size, quantity, wire shall be a different color than the one used to installation - Detail T) Nipple (TIT)..l Brick manufacturers, and performance requirements. /�`// / ///�//�//�, 5. All transitions from galvanized pipe to PVC pipe shall )>> Main /j Line Unions Femole be constructed with Schedule 40 female adapter or opproved equal by the Recreation Parks Director. 6. All wire connections shall be waterproof and approved by the Recreation and Parks Director. Splices will not \qff ,tor and j\ \�'/\..• `' Concrete thrust block use of a splice box. 6. A 6.0' (0.15m) thick reinforced concrete slab is 7. Maintain 2.0' (0.6m)6m) separation between remote j ..-e per U.P.C. /\y/\j required for all water protection devices Minimum / Extra Tree CITY OF BAKERSFIELD L-5 clearance shall be 1.5' (0.45m) on all sides of the device 4rY Wi PUBUC WORKS DEPARTMENT Tree Stakes �rreov� Support QM STAKE LOCATION `: and as directed by the Recreation and Parks Galvanized • y . Director. See standard L-1 %%i% 7. All irrigation installation shall be in accordance with From Water Meter To Valves city standards, the latest accepted edition of the OH BACKFLOW PREVEN7FR Uniform Plumbing Code, manufacturer's recommendation, (2.0" (50mm) and less) Section 20 of the standard specifications, and as directed by the Recreation and Parks Director. 8. Any and all changes shall be approved by the Water protection unit Recreation and Parks Director before implementation. 1.5 Min: 1.5 `Mi . 045 (0,4, m� ' d FLDV E Lr3V a 1.5 Min, 1.5' Min (04a5m) -4 a (0. On) Required on all Assemblies OCONCRETE SLAB PLAN For now or relocated trees: Installation Steps: It• 1. Install RWS units, evenly spaced and posi- tioned against root ball or root mass. The number of RWS will vary depending on the size of the tree and wateringrequirements, Space cooevenly around root ball or but a minimum of 2.3 RWS units is recon- root mass mended per tree. 2. Place units vertically with top even with ground surface. The RWS_M series requires - a 18" hole depth. The RWS series requires a 36" hole depth, 3. For all models that are sold without plumbing hardware add irrigation components if desired. (1) Release grate lock with Phillips -head Install product with screwdriver top even with ground sur#ace (2) Insert flathead screwdriver, if required, to separate grate from grate retainer, 4. When installing flexible drip tubing, secure` ' tubing into grate retainer mounting -clasp, as p �' shown below, with emitter pointed down- wards. For all other models with pre-installed hardware, connect to lateral line. 5. Install grate and secure grate lock. 6, Fill area surrounding unit with soil {for sandy Solis - purchase the RWS Sand Sock to pre- Grate retainer Grate taCtc and screw mounting Clasp Vent infiltration. (4" round grate is 7. Follow planting guidelines for specifier tree omitted for clarity) species, and for local conditions, Part No. 172706 CITY OF BAKERSFIELD, CALIFORNIA I PUBLIC WORKS DEPARTMENT Location for optional hark installation (Pre-installed hardware not shown RAINBIRD ROOT WATERING SYSTEM MODEL RWS-B-1402 File Name: BASE_ T21(212-0 Job No.: T2K212 Date: 5�-17/>r,Z Dra wn: DP Engineer: DH Checked By: )Able alta#ion Top of valve box (See note 14 on 2.5' (0.76m) expansion loop control \\ wire Tee (SST) Main ) this sheet) for all wires. Finished Grade or Ell Line volve boxes and lids are deemed acceptable. Any and Female deviation for the accepted boxes and lids below must be 1. Apply soil amendment as per soil test. Extra j Comtrol Adapter Control etrol Schedule 80 PVC - t0' \ / Wire \rT( / Brook 11419 Snap" Lock Tab Lid (0.3m) TIT Ell (ST) Female '� / f Common Wire Lateral /Line Adapter Line irrigation control clock to remove control valve is (Plan view is for valve Schedule 80 / wire shall be a different color than the one used to installation - Detail T) Nipple (TIT)..l Brick See detailY on ©pEAN V/EW 5. All irrigation control wires (control and common) shall berm required this sheet 12. See approved landscapeIrrigation plans and legends Main /j Line \, \ Main Line Top of valve box 2.5' Sion l) expansion loop 6. All wire connections shall be waterproof and approved by the Recreation and Parks Director. Splices will not (See note 14 on for oll wires. Finished this sheet) Grade be allowed unless approved by the Recreation and as e/k� Brick STANDARD O« use of a splice box. 0Ma� 7. Maintain 2.0' (0.6m)6m) separation between remote DETAILS FOR REMOTEsaw control valves (centerline to centerline) when more than CONTROL VALVES wT� one valve is installed in the some location. "fFrAft / Extra O REMOTE CONTROL VALVE Schedule 80 control \\ wire \ Control \\ wire (50mm) below finished grade in turf and 2.0' (50mm) Nipple (T/T) above finished grade in planter area, The following plastic \� Common volve boxes and lids are deemed acceptable. Any and Female deviation for the accepted boxes and lids below must be 1. Apply soil amendment as per soil test. approved by the Recreation and Parks Director. Adapter Ametek 110-173-134 Lid Wire NOTES: 9. All irrigation installations shall be in accordance with Brook 11419 Snap" Lock Tab Lid /� 1. Use Teflon on all threaded joints Makn j Lateral /Line 4. Installation of extra irrigation control wire from Line irrigation control clock to remove control valve is site and install new tree stakes 2. All nipples shall be Schedule 80 PVC. All fittings 10. All materials used shall be new and free from defects. wire shall be a different color than the one used to N, o shall be Schedule 40 PVC Brick and Parks Director prior to implementation. 3. All irrigation control valves shall be placed in a plastic irrigation control valve box with top of valve box 2.0' (50mm) below finished grade in turf and 2.0' (50mm) (See note 12) above finished grade in planter area, The following plastic O REMOTE CONTROL VALVE volve boxes and lids are deemed acceptable. Any deviation for the accepted boxes and lids below must be 1. Apply soil amendment as per soil test. approved by the Recreation and Parks Director. 8. Where possible, locate valves in the planter areas Ametek 110-173-134 Lid 1' All trees shall be staked with new 2.0' (50mm) Dia. 110-170-001 Box 9. All irrigation installations shall be in accordance with Brook 11419 Snap" Lock Tab Lid city standards, the latest approved edition of the Uniform 11419 Body Box Plumbing Code, manufacturers recommendations, Section 20 of the Standard Specifications and as directed by the 4. Installation of extra irrigation control wire from Recreation and Parks Director. irrigation control clock to remove control valve is site and install new tree stakes required for each manifold (bundle of valves). Extra 10. All materials used shall be new and free from defects. wire shall be a different color than the one used to N, o operate valves 11. Any and all changes shall be opproved by the Recreation and Parks Director prior to implementation. 5. All irrigation control wires (control and common) shall berm required be 14 gauge UL single strand copper wire, taped and 12. See approved landscapeIrrigation plans and legends bundled at 10' (3.0m) intervals and placed near the for specific model numbers, size, quantity, manufacturers irrigation mainline at the 3 o'clock position. and performance requirements 6. All wire connections shall be waterproof and approved by the Recreation and Parks Director. Splices will not SAM U -%%VV be allowed unless approved by the Recreation and as e/k� Parks Director. The approved splices will require the STANDARD O« use of a splice box. 0Ma� 7. Maintain 2.0' (0.6m)6m) separation between remote DETAILS FOR REMOTEsaw control valves (centerline to centerline) when more than CONTROL VALVES wT� one valve is installed in the some location. "fFrAft Tree CITY OF BAKERSFIELD L-5 CALIFORNIA 4rY Wi PUBUC WORKS DEPARTMENT Tree Stakes �rreov� Support QM STAKE LOCATION a Stake(s) (See note 12) NOTES * For planter areas 5=10' (1.5m -3m) in width or as ; . m c 1. Apply soil amendment as per soil test. approved by Rec & Parks FG �5 1' All trees shall be staked with new 2.0' (50mm) Dia. Director 4.0' Beim v 3 (pressure treated) Lodge Pole Pine Remove original A tree stokes from all plant material delivered to the project *Install trees along \, Crown of Tree to be site and install new tree stakes a of planter 0.5" (15mm) above FG. ell N, o (7hroughout) 4" (100mm) 3. Construct mound as required to secure plants stability berm required (See note 16) during construction installation. City Standards Distance Varies S-1 & S-3 2X Width 4. Arbor tree guard or approved equal is required around F.G. of Rootball oll trees planted in lawn areas OST MING DETAIL 'y. 5. Root Guard barrier is required on all hard surfaces when the tree trunk is 5.0' (1.5m) or less from any hard surface. Place barrier parallel along the edge of hard surface. �/•\/.\, �\\ j� r/ Install root barrier /� \\ \ \ \ \ / //� 6. Planting tablet shat/ be placed 2.0' (50mm) below panels as close to /\\\/ /j\ js ing- finished grade near root foundation as follows F.G. as possible OP.) /\\///\ (See Note 6) ,\//\/jj� 1 - Tablet per 1 Gal. (3.79 L) 3 - Tablets per 5 Gal. (18.9 L) 6 - Tablets per 15 Gal. (56.8 L) O TREE PLAN77NG WITH ROOTGUARD 9 - Tablets per 2.0' (0.6m) Box 7. Any and all deviations from this standard shall be approved by the Recreation and Parks Director prior to construction. 8. All landscape installation shall be in accordance with City Standards Manufacturer's Recommendation, and Section 20 of the Standard Specifications 9. All material used shall be new and free from imperfections 10. See approved landscape and irrigation plans for Tree Support specific model numbers size, manufacturer, and V.1.T or equal performance requirements. I 2X Width I r' Of Root6oll ©TYPICAL SHRUB PLAN77NG DETAIL Berm mm) Tablets QROFESS/O/V ► ����0 O pEAN C O REGISTERED Cl, lL FGINEER C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD >1 \� 1501 TRUXTUN A VENUE qTF cm \_ 1 \_ BAKERSFIELD, CA 93301 OF CALF F? VISIONS No. DA TE I DESCRIP TION QUICK COUPLER VALVES SHALL BE RAINBI D44 LVC CLOCKING VINYL COVER KEY PER EACH VALVE OR AP ROVED EQUAL BY CITY ENGINEER. ASmAL.T CONC. SURE i� I-- s - l FINWGRAOE t_AiNN 4 AflEX- Nua 6" s�GRADE � � sir �u SCF -Bo P.V.C. 24" NIPPLE(T.T.) `x �LL(l'?C.90 V'S 8 1 T.J PT.J £ SCH.80 P.V.C. PRESSURE %LINE V1 QUICK . COUPLER VALVE(Q.C.V. LANDS%..J110"'APE & IRRI%1.331141TION DETAILS PARKWAY IMPROVEMENTS - STOCKDALE HIGHWAY N. McDONALD WAY TO N. STINE ROAD SHEET NO. 12 OF 75 0 1 2 3 Stake(s) (See note 12) Trunk Guard for turf only N FG Water Basin 4.0' Beim (100mm) \, Crown of Tree to be :S o 0.5" (15mm) above FG. ell N, o (7hroughout) cz.;/j�/j�/j�/\\ Planting Tablets (See note 16) Natural 2X Width Ground of Rootball OST MING DETAIL Prevailing Wind Direction Tree Trunk Tree Stakes �rreov� Support QM STAKE LOCATION I 2X Width I r' Of Root6oll ©TYPICAL SHRUB PLAN77NG DETAIL Berm mm) Tablets QROFESS/O/V ► ����0 O pEAN C O REGISTERED Cl, lL FGINEER C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD >1 \� 1501 TRUXTUN A VENUE qTF cm \_ 1 \_ BAKERSFIELD, CA 93301 OF CALF F? VISIONS No. DA TE I DESCRIP TION QUICK COUPLER VALVES SHALL BE RAINBI D44 LVC CLOCKING VINYL COVER KEY PER EACH VALVE OR AP ROVED EQUAL BY CITY ENGINEER. ASmAL.T CONC. SURE i� I-- s - l FINWGRAOE t_AiNN 4 AflEX- Nua 6" s�GRADE � � sir �u SCF -Bo P.V.C. 24" NIPPLE(T.T.) `x �LL(l'?C.90 V'S 8 1 T.J PT.J £ SCH.80 P.V.C. PRESSURE %LINE V1 QUICK . COUPLER VALVE(Q.C.V. LANDS%..J110"'APE & IRRI%1.331141TION DETAILS PARKWAY IMPROVEMENTS - STOCKDALE HIGHWAY N. McDONALD WAY TO N. STINE ROAD SHEET NO. 12 OF 75 0 1 2 3 ^V `J W O Q 0 6- 0 Q N N_Z O N� om NQ zQ) 0 W CL z �3 w� ICz CN O• �t O �N Q � W Ix I Vx\ � Q W NEW LANDSCAPING- TYP. O \\� \` ---- — /----------'--- — Fj F — -� _ _---C6 - ---- Fla FO FO I z lO U z O 0 z W 00 v.� EXISTING CMU WALL NEW SIDEWALK-TYP. NEW TREEWELL-TYP. RIGH ---------------------__---------- __---- _- -- -- -- -- TO- OF-� L E E I '-.100 FO FG F13 FO Lij ''w^^ 1 � V ' I STOCKDALE HIGHWA Y , ELECTRICAL PLAN Ll�"J SCALE: 7"=70' ELECTRICAL PLAN — NEW SIDEWALK- TYP. QROFESS/pN — ABANDON EXIS77NG EXIS77NG STREEIZ/GHT + STREET LIGHT CONDUIT 1 I �} y� Exp. 6-30-13 y� CITY OF BAKERSFIELD 1501 TRUXTUN NEW LANDSCAPING- TYP. N EXIS77NG CMU WALL I --....�..-.._�..._---_------- _____ __ _________' __--__-_•--...----------- -- -- ----. _--_-- r / DA TE d NEW TREEWELL-TYP. _=____-_-__ _'-- --- - - =7 ---------------------- - ----- ---- --- -- - - - ----__ ____________ _____ -- - _- OF-WAY-� F13 - --- --- -_ ------- _ _--- --- ---------------RIGHT _ - -_ ------------------------- - --_ ELECTRICAL PLAN — NEW SIDEWALK- TYP. QROFESS/pN — ABANDON EXIS77NG pEAN + STREET LIGHT CONDUIT 1 I �} y� Exp. 6-30-13 y� CITY OF BAKERSFIELD 1501 TRUXTUN -- __ _-_. _-. a < --....�..-.._�..._---_------- _____ __ _________' __--__-_•--...----------- -- -- ----. _--_-- r / DA TE d LLJ Lli F13 Wz: bi E E W FO FO Fa 0 U F- a a G - I NOTE: SEE DETAIL 4 ON SHEET 10 FOR COMMON TRENCH DETAIL. 471 / / CONSTRUCTIONNOTES= 10 INSTALL 210 ELECTRICAL CONDUIT FOR STREET UGHANG GENERAL NOTES- 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2006 EDITION OF THE CAL TRANS STANDARD SPECIFICATIONS, THE PROJECT SPECIAL PROVISIONS, LAWS & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD &OTHER GOVERNING AGENCIES. 2. ALL /NFORMA TION SHOWN ON THE DRA WINGS RELA 77 VE TO EXISTING COND177ONS IS PROVIDED AS BEST POSSIBLE. FINAL . RESPONSIBLI TY OF VERIFICA TION AND ACCURACY IS THE CONTRACTOR'S. J. MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 300 FEET. 4. CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXISTING HORIZONTAL SURFACE. 5. THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 90 DEGREES 6. CONDUIT AND PULL BOXES SHALL BE INSTALLED AS SHOWN ON THE PLANS NO PULL BOXES SHALL BE INSTALLED IN DRI VEWA Y APPROACHES. 7. CONTRACTOR SHALL MAINTAIN PROPER CONDUIT SEPARATION AS REQUIRED BY THE U77LITY COMPANIES 8. ALL CONDUIT BENDS SHALL BE FACTORY -MADE BENDS THE MINIMUM BEND RADIUS SHALL BE 12" UNLESS N07ED OTHERWISE. 9. CONTRACTOR SHALL SALVAGE EXISTING CONDUCTOR WIRES FROM ABANDONED STREET LIGHT CONDUIT. 10. CONTRACTOR TO INSTALL THREE8 CONDUCTORS IN NEW CONDUIT FROM POWER PEDESTALTO STREET LIGHTS. TOTAL LENGTH IS APPROXIMA TEL Y 550, . 11. ONE#8 GROUND WIRE SHALL BE RUN CON77N000SL Y FROM' THE POWER PEDESTAL TO THE LAST PULL BOX. 12. CONTRACTOR TO PROTECT IN-PLACE EXISTING PG&E CONDUITS AND BRIGHTHOUSE CONDUITS IN THE SIDEWALK. KEY MAP ELECTRICAL PLAN File Name.• BASE_ T2K212-ELECTRICAL.OW Drawn: DP CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K212 Engineer.- BM PARKWAY IMPROVEMENTS - STOCKDA L E HIGHWAY Date: 13/2-//2- checked By f.8 N. McDONALD WAY TON STINE ROAD 1 � SHEET NO. 13 OF 15 0 1 2 3 QROFESS/pN pEAN w Q cm REGIS ERE Cl Vl ENGINEER C 46803 y� Exp. 6-30-13 y� CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF cm BAKERSFIELD, CA 93301 OF REVISIONS No. DA TE DESCRIPTION ,2 .3 471 / / CONSTRUCTIONNOTES= 10 INSTALL 210 ELECTRICAL CONDUIT FOR STREET UGHANG GENERAL NOTES- 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2006 EDITION OF THE CAL TRANS STANDARD SPECIFICATIONS, THE PROJECT SPECIAL PROVISIONS, LAWS & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD &OTHER GOVERNING AGENCIES. 2. ALL /NFORMA TION SHOWN ON THE DRA WINGS RELA 77 VE TO EXISTING COND177ONS IS PROVIDED AS BEST POSSIBLE. FINAL . RESPONSIBLI TY OF VERIFICA TION AND ACCURACY IS THE CONTRACTOR'S. J. MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 300 FEET. 4. CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXISTING HORIZONTAL SURFACE. 5. THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 90 DEGREES 6. CONDUIT AND PULL BOXES SHALL BE INSTALLED AS SHOWN ON THE PLANS NO PULL BOXES SHALL BE INSTALLED IN DRI VEWA Y APPROACHES. 7. CONTRACTOR SHALL MAINTAIN PROPER CONDUIT SEPARATION AS REQUIRED BY THE U77LITY COMPANIES 8. ALL CONDUIT BENDS SHALL BE FACTORY -MADE BENDS THE MINIMUM BEND RADIUS SHALL BE 12" UNLESS N07ED OTHERWISE. 9. CONTRACTOR SHALL SALVAGE EXISTING CONDUCTOR WIRES FROM ABANDONED STREET LIGHT CONDUIT. 10. CONTRACTOR TO INSTALL THREE8 CONDUCTORS IN NEW CONDUIT FROM POWER PEDESTALTO STREET LIGHTS. TOTAL LENGTH IS APPROXIMA TEL Y 550, . 11. ONE#8 GROUND WIRE SHALL BE RUN CON77N000SL Y FROM' THE POWER PEDESTAL TO THE LAST PULL BOX. 12. CONTRACTOR TO PROTECT IN-PLACE EXISTING PG&E CONDUITS AND BRIGHTHOUSE CONDUITS IN THE SIDEWALK. KEY MAP ELECTRICAL PLAN File Name.• BASE_ T2K212-ELECTRICAL.OW Drawn: DP CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K212 Engineer.- BM PARKWAY IMPROVEMENTS - STOCKDA L E HIGHWAY Date: 13/2-//2- checked By f.8 N. McDONALD WAY TON STINE ROAD 1 � SHEET NO. 13 OF 15 0 1 2 3 O N 0 z O � N W w Z = =-- F� - --- =W (n -- FO FO Q g G G i .-_------------------------------- 1 �`- - E E FO FO G G STOCKDALE H/GHWA Y ELECTRICAL PLAN 10- ----------- /-/ - ------- -------------- JW--- — - --- - - -- V) E E U FO FO Q � � G I 0 -E E FO FO G m E SCALE: 1"=70' m NEW LANDSCAPING— TYP. ABANDON EXISTING STREET LIGHT CONDUIT NEW TREEWELL— TYP. NEW SIDEWALK— TYP. E FO - - STOCKDALE H/GHWA Y ELECTRICAL PLAN _E Fo — G G E t 1—. W Q EXISTING STREETLIGHT i F-1-1 I� cONSTRUCTUON NOT,Es: 10 INSTALL 210 ELECTRICAL CONDUIT FOR STREET UGH77NG. THIS SHEET NOTE: SEE SEE DETAIL 4 ON SHEET 10 FOR COMMON TRENCH DETAIL. ELECTRICAL PLAN KEY MAP File Name: BASE-TW12-ELECTRICAL.DW Drawn: DP PARKWAY IMPROVEMENTS - STOCKDALE HIGHWAY CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K212 Engineer: BM N. MCDONALD WAY TO N. STINE ROAD Date:&, Checked By ' SHEET N0. 14 OF 15 0 1 2 3 0 N SO o� o S�N RIGHT -OF -WA Y IW r-_-� ___________ _____ -- --------------- ________ ___--- ��___ _ ---- V) ' /� _ l_ J W v , IC IC IC IC IC IC IC IC IC - Z =—Ea- --- = D E E E E U" FO FG FO FO Fa Q ' g G G G I STOCKDALE HIGHWA Y ELECTRICAL PLAN v__ Uzi NEW SIDEWALK— TYP. PROTECT IN—PLACE EXISTING I INTERCONNECT CONDUIT F�__ NEW LANDSCAPING— TYP. I + SCALE: I"=10' T--- ® FO I FO RIGHT -OF -WA Y IW r-_-� ___________ _____ -- --------------- ________ ___--- ��___ _ ---- V) ' /� _ l_ J W v , IC IC IC IC IC IC IC IC IC - Z =—Ea- --- = D E E E E U" FO FG FO FO Fa Q ' g G G G I STOCKDALE HIGHWA Y ELECTRICAL PLAN v__ Uzi NEW SIDEWALK— TYP. PROTECT IN—PLACE EXISTING I INTERCONNECT CONDUIT F�__ NEW LANDSCAPING— TYP. I + SCALE: I"=10' iSTOCKDALE HIGHWAY CITY OF BAKERSFIELD, CALIFORNIA ELECTRICAL PLAN PUBLIC WORKS DEPARTMENT FO A IC T--- ® FO FO FO FO CQ ' L iSTOCKDALE HIGHWAY CITY OF BAKERSFIELD, CALIFORNIA ELECTRICAL PLAN PUBLIC WORKS DEPARTMENT FO A IC T--- I_ _ _ FO E 1 FO G NOTE: SEE DETAIL 4 ON SHEET 10 FOR COMMON TRENCH DETAIL. QRpFESS/pN\ pEAN REGISTERED CIVIL77NGINEER C 46803 m yF Exp.6-30-13 CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE qTF C���� BAKERSFIELD CA 93301 REVISIONS No. DA TE DESCRIPTION 2 / / SA 3 / / COivsTRUCr►Oni NOTES: 1a INSTALL 210 ELEMICAL CONDUIT FOR STREET UGH77NG. 2� INSTALL 15 PULLBOX. ELECTRICAL PLAN KEY MAP Elle Name: BASE-TX212-ELECTRICAL.OW Drawn: DP PARKWAY IMPROVEMENTS - STOCKDALE HIGHWAY Job No.: T2K212 Engineer: BM N. MCDONALD WAY TO N. STINE ROAD Date:Checked By 'RJS SHEET NO. 15 OF 15 0 1 2 3