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HomeMy WebLinkAbout6.1-1761LIST OF DRAWINGS SHEET 1 TITLE SHEET SHEET 2 SIDEWALK PLANS SHEET 3 LANDSCAPE DETAILS X CITY STANDARDS L-2, L-6, L-8, ST -3 STATE STANDARDS A88A CONVENTIONAL SYMBOLS EASEMENT RIGH T- OF- WA Y CEN TERL INE RAILROAD TRACKS CHAIN LINK FENCE CITY OO F BA : ERSFIELD 1111 IMP SIDEWALK IMPROVEMENTS- CANTERIA DRIVE FROM HIGH WA Y 178 TO GARDEN VIEW LANE ��—�- EXIS T. CURB & GU T TER EXIST. A. C. FL 0KINE EXIST. EDGE OF PA VEMENT GUARD RAIL IMPROVEMENTS UTILITY SYMBOLS W EXIST WATER LINE G EXIST GAS LINE OH EXIST AERIAL LINES TV EXIST UNDERGROUND TV CABLES 0 EXIST OIL LINE • M.H. MANHOLE P.P. -E POWER POLE � EXIST/NG MONUMENT ❑� FUTURE MONUMENT S.L. �t STREET ucHr STREET LIGHT W/MAST ARM C.O. • CLEAN OUT ^F.H. W.M. W.V. N G.M. - s EXIST SEINER LINE - SD EXIST STORM DRAIN - E EXIST UNDERGROUND POWER LINE - T EXIST UNDERGROUND PHONE LINE FO EXIST FIBER OPTIC LINE FIRE H YDRAN T WA TER METER WA TER VAL VE GAS METER GAS VAL VE BENCHMARK AU TO SCOPE PRE–EMPTION DEVICE LOCATION MAP NOT TO SCALE Job No.: T5K230 File Path: \ \sanpub \pubwks \eng \SHARED \PROJECTS\2014-2015 \ T5K230 - Can teria Drive Ped Imp \AutoCAD Drawings File Name: Can teria_Side walk- Survey. dwg PROJECT LENGTH .0. 2 MILES APPROVEE�O BY= NICOLAS FIDLER, R.C.E. 61069, EXPIRES 12-31-16 PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: QRpFESS/ONq S I NGH � 2 CO rri C 80507 ASSISTANT PUBLIC WORKS DIRECTOR yt Exp. 3-31-15 I V 1 \- p��-4110, moi' L ENGINEER IV — DESIGN ENGINEERING CITY RECORD No. SIDEWALK IMPROVEMENTS: CANTEERIA DRIVE AM 11 DATE DATE �lDATE � NO I OF 3 SHEETS 0 1 2 3 I G 9 Q) L 0 N cis p.,,__ �q .:a+eae.... ���R,a,.�•..,7E:.•;:P.u%.ww`Mw..w....r.. ^ ^ <...,....un.............n.+..m,...a...,,...«.....,........w».+.wo.•'a?'.:::.'........,...«,.. .w w+<.w. Y. ....,�^„ m•. SCALE. 1 "=20' a� C/ 2 I , R30µ, 26.6' 38 J 42' 5 37' 12.1' R30 �� 5 ._ R60' ti�S . • - •' a / 5 R60' R60' " 371,7 v RIPp��VE (E) CONCRETE PAD NOTE: CONTRACTOR TO NARROW SIDEWALK FROM 6' TO 5' AS NECESSARY TO PROTECT EXISTING TREE(S). R30' 2920;.:;� ±9. ' R60' z': 7' '`\ BEGIN CURB R0 4 ±406' LENGTH . - R1 5' J • 16' Iv y J, i. \, _ .: BEGIN CURB ±97' LENGT C,AN-MgIA 1?g1 VE M. 24.2, .,._r 46,'- 0 3 R30' R30' J • 34' SCALE. • 1"-20' Q�pFESS/ON NGy q� ` � m ` REG ST ED CIVIL ENGINEER C80507 * Exp. 3-31-15 CITY OF BAKERSFIELD q CIVIL 1501 TRUXTUN AVENUE TF O� BAKERSFIELD, CA 93301 OF CALF REVISIONS v, No. DA TE DESCRIP TION CONSTRUCT/ON NOTES= 1, GONTRAGTOR SHALL PROTECT—IN—PLACE ALL EXISTING TREE5, 2. CONTRACTOR SHALL NOT CHANGE GRADE RIDER DRIP LINE OF EXISTING TREES 13Y REMOVING SOIL OR ADDING ANY IMPORT MATERIAL. 3. GONTRAGTOR SHALL WORK AROUND EXISTING TREE ROOTS AND ONLY GUT ROOTS WHEN ABSOLUTELY NECESSARY. CONTRACTOR SHALL 6,ON5LLT WITH ENGINEER PRIOR TO GUTTING ROOTS, 4, GONTRAGTOR SHALL WATER EXISTING TREES DURING GONSTRLGTION AS DIRECTED BY THE ENGINEER. 5, THE PROFILE OF THE 51PEWALK SHALL MEET ADA 5TANDARDS. 6. GONTRAGTOR SHALL REGRADE IN THE AREAS OF THE BACK OF SIDEWALK AT A 4:I MAX SLOPE, CONTRACTOR TO FIELD VERIFY WITH ENGINEER. 7. FRONT OF SIDEWALK TO FOLLOW NATRUAL CONTOURS OF EXISTING GROUND. 5. GONTRAGTOR TO TRIM TREES AS NECESSARY FOR 6.5 VERTICAL CLEARANCE ALONG PEDESTRIAN ROUTE. ` ��.." ��,".�.,,...._...�•� �.....�.._._w__.�n.�...�......._..�..._,,...�..._.�..�._.._.._.�.,....P._..�.�,,._.m.....a,.�.......�..._.....__._�,._._�._.�_..__�.__,_.._.w,._.......�....._.�..�__._._..�..._.__.,._._,_w.,_—_,...�_..aH�.w.__.._._,.���._._...,..,.�,.m�._�._„_.�,.m�._.�._ � EXi S TINGVARIES 6' 4:1 ROAD MAX (E) CONCRETE PAD 1.5% 1 I l�i II I1 43 Q 103' 6.9' d"}•'�•v a� •='c ��<� - • eY ,,,,_,..� j O anmKsxnr�+u, ��� >'vwmx .•`am. sswsa+w+w*':,,s.u'm'°„'u`”' ;,_ 2vJ • ..• '• •e ' „ e ` I� F € RELATIVE o R60' -4-t 1 I COMPACT/ON I ` 3>§ 3> 2 1 13' a II a= �:.. t \ 37' R6Q J. - ;, '� 4 `R29' I I ` R60 �KA SECTION DETAIL P ��� •:. ;; - �. END CURB 4 NOT TO SCALE ` J .. •° • + e • R15' a• 9 tit R60' J i Lu V " " �✓ flit 46 a ¢� "3A�3 I oy <�� b \ , � �F � �..� �,......... � � 5 ��� ��' '�' �t �`F � "_� ��'', , ""°,� � ��� (E) ROTOR TYPE u, 23.8 I, 1 37:s € �.�� j�;� v SPRINKLER HEAD (TYP.) L R30 �x , J J�•- �. _..., ::V VARIES 6 �.,� ° J: -•::• to (E) OLIVE TREE (TYP.) � 6' 4:1 R30' •''' 3 MAX o ........ EXISTING. ;' : ;'• R, OA a 1 1�1 1- II I 1-1 cn �_ MAX I I1 1 Af_ I1 ISI �� " i 1�1 I I�1 I 3 .• e 1 I-1 CONSTRUCTION LEGEND € OCONSTRUCT CASE 'A' ADA RAMP PER CAL TRANS STD PLAN A88A. _17111r 909 I I—[ ,I I I ;-- 2OREL A TI VE ADJUST PULLBOX TO GRADE. 11 I 11 I� €1 I I� III COMPACT/ON O34" THICK CLASS "B" CONCRETE WALKWAY PER COB STD ST -3. O SECTION DETAIL C,ENERAL NOTES D1NSTALL TYPE A1-6 TYPE CONCRETE RETAINING CURB NOT TO SCALE 1. ALL WORK SHALL COMPLY WITH THE 2010 STA TE OF CALIFORN/A PER CAL TRANS STD A87A. DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS" AND "STANDARD PLANS'; AND ALL LAWS, & ORDINANCES O RELOCATE SPRINKLER HEAD AS SHOWN ON PLANS. AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER INSTALL NECESSARY PVC PIPING PER SHEET 3 DETAILS. GOVERNING AGENCIES• ADJUST SPRINKLER HEAD TO ENSURE PROPER COVERAGE AND TO PREVENT O VERSPRA Y ONTO ROADWAY 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBLITY OF VERIFICATION AND ACCURACY IS THE CONTRACTOR S rC/ TY RECORD No. File Name: Can teria_Side wa/k_Sur ve Drawn: S CLAYTON SIDEWALK IMPROVEMENTS: CANTERIA DRIVE SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC,WORKS DEPARTMENT Job No.: T5K230 Engineer.' S CLAYTON Date: Feb. 11, 15 Checked By BAKERSFIELD, CA 2 OF 3 0 1 2 3 I I ti EQ Finished J[ JF I[ Grade - 1.5' Min. 10' above 1.5' Min. concrete slob © ELECTRICAL CONDUIT Grade -1 1 4.0' 1 h N Street Right -of --Way only 15' behind Right-ofWoy, Roadway/Hardscope Sleeve Conduit/Pipe PLAN NEW 4.0' Finished Grade 'ILE NEW SL EE Top of valve box (See note 14 on this sheet) Extra Control We w Female Adopter �. Schedule 80 Nipple (TIT) Main Line Sleeve Conduit/Pipe 4.0' 1 r-- Finished Grade N ►- BackrN NEW : ' Schedule 40 PVC Sleeve Irrigation Control Wires ' Conduit w/Moster Votve Flow Sensor cable inside. Finished 3/4' Conduit w/ wire & Flow Sens inside. 18' Minimi An MAIN L/NE Place irrigation control wires near the moin--J bundled and taped of 10' intervals Locate wires of the 3 O'clock position. "Adust mainline deeper as needed to maintain 6' clearance from conduit. Backfill and compact according to standard ST -16. See Caltrans Specsfor surface treatment or as directed by the Recreation and Parks Director. ® LATERAL LINE New Concrete /r/ 1. All electrical wiring and water lines sholl be instal/ed � �// Femo% STANDARD 2.5' deep in o Schedule 40 PVC conduit when less sholl be Schedule 40 PVC. Irrigation mainlines greater Finished Grade Schedule 80 PVC " than 2.0' lo diameter shall be class 200 ring For large turf heads Adaptor tite PVC Schedule 40 or approved equal by the Recreation Resilientilall Volve & st For small Concrete Thrust turf heads \ & bubblers \\\ Block per U.P.C. Backfill PIPING, TRENCHING, SCALEGonz°S rprios and Parks Director prior to implementation. (linesize schedule 80) 3 If more than one line is knstdled per trench, provide 11 All krigotion installation sholl be in accordance with / 05' horizontol and verticol separation. city standards the /otest approved edition of the Uniform \ -� From Water Meter %�� j �/ Galvanized Piping & Fittings�r To Valves (T)picol throughout) APPROVED £CK OR REDUCED PRESU BACKFLOW ODOUBLE PRE VENTER Greoter thou 2.0" Did. CITY OF BAKERSFIELD NO TES: Brass Fittings /Nipples i. Except as noted, al/ piping and Fittings shall be 5. Landscape and irrigation knprowments within the 12 All materia/ used shall be new and free from imperfections Late/al Line galvanized unless approved by the APPROVED Schedule Schedule 40 PVC is required street permit. Check with city engineering department 13 See opproved landscope and irrigotfon plans and legends o3 Recreation and Parks Director. for speciric model number, size, quantity, manufacturer, K 6, Where open street cuts are required to install various and performance requirements CITY ENGINEER 2. Use teflon pipe tope on d/ threaded joints or Bross Fittings 5. All irrigation control wires (control and common) shall the city right-of-way shall be in accordance with City irrigation piping s control line trench. approved equal by the Recreation and Parks Director. / Nipples fished 3. All materials shall be new and free from imperfections 7 When there is o change in fitted direction, all krigotion 1.0' de 4. See opprowd landscape and krigotion plans and DATE REV 1/14 main lines lar er than 20' h diameter (pressure legends for speciric model numbers; size, quantity, 15' Min. Concrete 0' Min• manufacturers and performance requirements • Slab • R , 5. All transitions from galvanized pipe to PVC pipe shall be constructed with Schedule 40 female adapter o- //, �/ approved equal by the Recreation and Parks Director. dielectric Femo% \\ Unions \\ Adaptor A 6,0' thick reinforced concrete slob is Concrete wired for oil water protection devices Minimum thrust blockonce per U.P.C. A ; • ' < : �/ %� shall be 15' on dl sides of the devil directed by the Recreation Parks c1 and as and Direct (See Detail C) ` " ' •.; :.. .. 7. A star s steel enclosure and o thermal freeze ����' «'`: «•°. :' G vanized ;a „, '/' blanket sha a installed as directed by the Recreation and Parks Dep tment. From 4oter Meter To Valves Schedule 40 PVC 8 All irrigation in /lotion shall be in accordance with P VENTER (2.0" anal less) city standards the est accepted edition of the ©BACKFLOW Uniform Plumbing C manufacturer's recommendotion, See Specid Pro visi s for Backfiow Device Specifications Section 20 of the stat d specifications and as directed by the Recreation rid Parks Director. W protection unit 9. Any and all changes shall opprowd by the g Recreation and Parks Directs b e implementation. 15' AWi• • � wve en! �^� �..„is'Min STANDARD ,: • 15, MIn� '4 � DETAILS FOR opo POTABLE WATER Re Required on all Assemblies q PROTECTION "L'•i _ ©CONCRETES CITY OF BAKERSFIELD �- SLAB PLAN CALFOFM 011*9011KR PUBLIC WORKS DEPARTMENT ' See Note /7 10' for NO TES: Spray Heads 1.0'+30' 1 Use Teflon pipe on all treaded joints for Bubblers 2. All risers and nipples shoN be SGL 80 PVI; All fittings ' shall be SCH, 40 PVC, \ 3. All laterals shall be Goss 200 PVC or as required on plans. Inishe°j� Grade Flex Nipple (TIT) 4. When irrigation heads are installed within embankments, \ \\\ \�` Ell (ST) or a drain valve or check valve is required to prevent erosion. % ;,k� °� lee (SST) Check valves and drain valves shall be installed of locations Latero/ Line as prescribed by the specified conditions and shal/ be approved by the Recreation and Parks Director prior to placement and use. AO BUBBLER/SHRUB SPRAY HEAD 5 All pop up heads shall be 10' horn concrete . and asphalt areas A# large radius krigotion heads (port Install Top of Head 0.25' ckcle) shall be 4.0" from concrete and asphalt above F.C. forareas Finished Height of pop up heads sholl be as follows: port circle and 4.0' Grade 4.0' for /own areas for full circle. 1.0' for shrubs 1.0' for ground covers 6. Where port circle irrigation heads are od)acent to o building © ELECTRICAL CONDUIT Grade -1 1 4.0' 1 h N Street Right -of --Way only 15' behind Right-ofWoy, Roadway/Hardscope Sleeve Conduit/Pipe PLAN NEW 4.0' Finished Grade 'ILE NEW SL EE Top of valve box (See note 14 on this sheet) Extra Control We w Female Adopter �. Schedule 80 Nipple (TIT) Main Line Sleeve Conduit/Pipe 4.0' 1 r-- Finished Grade N ►- BackrN NEW : ' Schedule 40 PVC Sleeve Irrigation Control Wires ' Conduit w/Moster Votve Flow Sensor cable inside. Finished 3/4' Conduit w/ wire & Flow Sens inside. 18' Minimi An MAIN L/NE Place irrigation control wires near the moin--J bundled and taped of 10' intervals Locate wires of the 3 O'clock position. "Adust mainline deeper as needed to maintain 6' clearance from conduit. Backfill and compact according to standard ST -16. See Caltrans Specsfor surface treatment or as directed by the Recreation and Parks Director. ® LATERAL LINE STANDARD 1, p' Finished Grade 1. All electrical wiring and water lines sholl be instal/ed 9. All irrigation mainlines 20' in diameter and STANDARD 2.5' deep in o Schedule 40 PVC conduit when less sholl be Schedule 40 PVC. Irrigation mainlines greater Finished Grade Schedule 80 PVC " than 2.0' lo diameter shall be class 200 ring For large turf heads 6. All wire connections shall be waterproof and approved tite PVC Schedule 40 or approved equal by the Recreation Resilientilall Volve & st For small and Parks Director. Irrigation mainlines 4' or greater shall turf heads \ & bubblers \\\ with the power supply or valve wiring Locate the maxi- com cable near the main line at a 9 o'clock position, Backfill CI ENGINEER NO TES: STANDARD °RA 1. All electrical wiring and water lines sholl be instal/ed 9. All irrigation mainlines 20' in diameter and STANDARD 2.5' deep in o Schedule 40 PVC conduit when less sholl be Schedule 40 PVC. Irrigation mainlines greater Finished Grade Schedule 80 PVC crossing roadways or under any hard surfaces than 2.0' lo diameter shall be class 200 ring accordance with manufacture's recommendation and 6. All wire connections shall be waterproof and approved tite PVC Schedule 40 or approved equal by the Recreation Resilientilall Volve & 2. Where the Roinbird moxicom irrigation system is and Parks Director. Irrigation mainlines 4' or greater shall DATE REV 1/14 specified, the moxicom cable must not come into contact include ductile iron fittings OOnZO1G2 with the power supply or valve wiring Locate the maxi- com cable near the main line at a 9 o'clock position, 10, Any and.ec oll shall be approved by the Recreation PIPING, TRENCHING, SCALEGonz°S rprios and Parks Director prior to implementation. (linesize schedule 80) 3 If more than one line is knstdled per trench, provide 11 All krigotion installation sholl be in accordance with AND BACKFILL 05' horizontol and verticol separation. city standards the /otest approved edition of the Uniform \ 4. All PVC solvent (glue) shill be /711 (primer is Plumbing Code, Monufocturer's Recommendations, Section APPROVED required an mok� Am on/y). 20 of the Standard Specirications, and as directed by the APPROVED CITY OF BAKERSFIELD Recreation and Parks Director, irrigation control clock to remote control valve is 5. Landscape and irrigation knprowments within the 12 All materia/ used shall be new and free from imperfections Late/al Line dedicated street right-of-woy moy require an open APPROVED Schedule Schedule 40 PVC is required street permit. Check with city engineering department 13 See opproved landscope and irrigotfon plans and legends o3 for requirements for speciric model number, size, quantity, manufacturer, K 6, Where open street cuts are required to install various and performance requirements CITY ENGINEER irrigation lines and/or wires all street potchhg within 14. No other conduits in be allowed within the PnP 9 may 5. All irrigation control wires (control and common) shall the city right-of-way shall be in accordance with City irrigation piping s control line trench. ♦ opproved standard or as directed by the City Engineer CITY ENGINEER PUBLIC WORKS DEPARTMENT FILENAME: L-3REV 7 When there is o change in fitted direction, all krigotion FILENAME: L-2RE DATE REV 1/14 main lines lar er than 20' h diameter (pressure DATE REV I/ CI ENGINEER PUBLIC WOR S STANDARD °RA 9 lines) shall be secured with concrete thrust blocks in Main Line STANDARD °RA�DAH for all wires Finished Grade Schedule 80 PVC DETAILS FOR DAH/BW accordance with manufacture's recommendation and 6. All wire connections shall be waterproof and approved DETAILS FORCHECKED Resilientilall Volve & a+ECKED �� DATE REV 1/14 manufacturer. Concrete boxes shall be Christy Box type or PIPING, TRENCHING, OOnZO1G2 as directed by the Recreation and Parks Director PIPING, TRENCHING, SCALEGonz°S (linesize schedule 80) approved equal. AND BACKFILL N.T.S. 8. All krigotion lateral lines shall be Schedule 40 PVC. \ AND BACKFILL N.T.S SHEETNO. APPROVED CITY OF BAKERSFIELD SHE N0, APPROVED CITY OF BAKERSFIELD L-2 irrigation control clock to remote control valve is If o loterol line is located under a hard surface, CONTROL VALVES Late/al Line CAUFORNIA APPROVED Schedule Schedule 40 PVC is required � CALFORNIA o3 color than the one used to operate valves. (One block d/ valve wires &one red la d/ extra wires) TV K PLAN VIEW (Plan view is for t)picol valve assembly - CITY CITY ENGINEER PUBLIC WORKS DEPARTMENT configurations may very) Lateral Line Main Line J Brick Top o/ veil box 2.5' expansion loop (See note 14 on /or all wires. finished this sheet) Grade \ wall, locate heads 10' from face of building wall to Sch. 80 PVC / bock of irrigation head. O REMOTE CONTROL VALExtra \ Nipple (TIT) ��\ BOTTOM INLET/ control Control 7. Ali trees shall include o deep root watering system (Roinbird wire Wire \ \ \ RW5 series or approved equolf. Two (2) per treeSchedule 80 . Triple Swing Joint \�/ NOTES: Nipple (TIT) `� Commas 8 All triple swing pint assembly shall be Roinbird TS✓ !s quick and Female Wire couplers and Roinbird SA /or popups a approved equal 1. All irrigation control valves shill include o Schedule Adopter 80 union downstream side of valve of each location and .� 9. Any and all changes from this standard detail sheet sholl o Schedule 80 Ball Valve on the upstream side of each valve. Lateral Line \ ' Lateral by approved by the Recreation and Parks Director. 2. All nipp/es shill be Schedule 80 PVC: All Rtings Main Line 10. See approved landscape and irrigation plans and legends shall be Schedule 40 PVC. Use Teflon an oll threaded pints Line © LARGE RADIUS HEAD (Bottom Mounted) for specific mode/ numbers size, quality, manufacturers 3. All irrigation control volms shall be placed in a plastic Brick and performance requirements irrigation control box with o valve identification fog and lockable lid marked 'IRRIGATION' by the manufacturer. Finished Grade the top of the valve box shill be set at Mished grade in turf areas and 2' above finish grade in planter areas REMOTE CONTROL VAL VE all plastic valve boxes and lids shill be NDS Pro Series © SIDE INLET /\ \ type or opproved equal. 3A. Vo/ves located /n hordscope sholl be placed in o reinforced 9, All irrigation installations shall be in accordance with o PUBLIC WOR S DEPARTMENT bundled of 10' intervals and placed near the 13. See opprowd landscope%lrrlgotion plans and legends Main Line 2.5' expansion loop �\ for all wires Finished Grade Schedule 80 PVC city standards, the latest opproved edition of the Uniform Plumbing Code, manufacturers recanmendotions Section FILENAME: L-8REV 6. All wire connections shall be waterproof and approved and performance requirements FILENAME: Resilientilall Volve & �� DATE REV 1/14 manufacturer. Concrete boxes shall be Christy Box type or 20 of the Standard Specifications and as directed by the Union Assembly \\\////\\\ Control allowed unless (linesize schedule 80) approved equal. Wire Parks Directs the approved splices will require the Triple Swing Joint \ i Common 4. Installation of extra irrigation control wire from Remote Control Valve %�3 / /, �6j\����/� Wire Volve ID Tog //� irrigation control clock to remote control valve is a master valve and Now sensor as approved by the Recreation Parks Directs CONTROL VALVES Late/al Line Barbed Ell APPROVED required for each valve. Extra wire shall be a different � Schedule 80 PVC o3 color than the one used to operate valves. (One block d/ valve wires &one red la d/ extra wires) \ See detail U' on PLAN VIEW (Plan view is for t)picol valve assembly - CITY 12. Any and oil changes shall be approved by the Recreation this sheet configurations may very) Lateral Line Main Line J Brick Top o/ veil box 2.5' expansion loop (See note 14 on /or all wires. finished this sheet) Grade \ wall, locate heads 10' from face of building wall to Sch. 80 PVC / bock of irrigation head. O REMOTE CONTROL VALExtra \ Nipple (TIT) ��\ BOTTOM INLET/ control Control 7. Ali trees shall include o deep root watering system (Roinbird wire Wire \ \ \ RW5 series or approved equolf. Two (2) per treeSchedule 80 . Triple Swing Joint \�/ NOTES: Nipple (TIT) `� Commas 8 All triple swing pint assembly shall be Roinbird TS✓ !s quick and Female Wire couplers and Roinbird SA /or popups a approved equal 1. All irrigation control valves shill include o Schedule Adopter 80 union downstream side of valve of each location and .� 9. Any and all changes from this standard detail sheet sholl o Schedule 80 Ball Valve on the upstream side of each valve. Lateral Line \ ' Lateral by approved by the Recreation and Parks Director. 2. All nipp/es shill be Schedule 80 PVC: All Rtings Main Line 10. See approved landscape and irrigation plans and legends shall be Schedule 40 PVC. Use Teflon an oll threaded pints Line © LARGE RADIUS HEAD (Bottom Mounted) for specific mode/ numbers size, quality, manufacturers 3. All irrigation control volms shall be placed in a plastic Brick and performance requirements irrigation control box with o valve identification fog and lockable lid marked 'IRRIGATION' by the manufacturer. Finished Grade the top of the valve box shill be set at Mished grade in turf areas and 2' above finish grade in planter areas REMOTE CONTROL VAL VE all plastic valve boxes and lids shill be NDS Pro Series © SIDE INLET /\ \ type or opproved equal. 3A. Vo/ves located /n hordscope sholl be placed in o reinforced 9, All irrigation installations shall be in accordance with o bundled of 10' intervals and placed near the 13. See opprowd landscope%lrrlgotion plans and legends Sch. 80 PVC Nipple (TIT) �= �\ �n concrete box and no appropriate is the sur/ace conditions All concrete box lids shall be labeled "/RR/CAIICYV' by the Ail city standards, the latest opproved edition of the Uniform Plumbing Code, manufacturers recanmendotions Section FILENAME: L-8REV 6. All wire connections shall be waterproof and approved and performance requirements FILENAME: L-6REV DATE REV �� DATE REV 1/14 manufacturer. Concrete boxes shall be Christy Box type or 20 of the Standard Specifications and as directed by the I/14 DRAWN \\\////\\\ DRANN DAH/BW allowed unless pAH/8N approved equal. and Parks Director. Parks Directs the approved splices will require the Triple Swing Joint \ \�� DETAILS FOR VARIOUS 4. Installation of extra irrigation control wire from 10. All new and/s upgraded irrigotian systems shill include %�3 / /, �6j\����/� @�/��/���� ' �� \ \// //� irrigation control clock to remote control valve is a master valve and Now sensor as approved by the Recreation Parks Directs CONTROL VALVES Late/al Line Barbed Ell APPROVED required for each valve. Extra wire shall be a different and \ / / ®\ ��.®\ ���\�*���\�\� color than the one used to operate valves. (One block d/ valve wires &one red la d/ extra wires) 11. All materials used shot/ be new and free from defects/or © POP UP SPRAY HEAD Side Mounted) DO POP UP SPRAY HEAD CITY 12. Any and oil changes shall be approved by the Recreation O SWING PIPE (Bottom Mounted) ( 5. All irrigation control wires (control and common) shall and Parks Director prior to knp/ementotion. Finished Grade ♦ be 14 gauge U.L. single strand copper wire, taped and CITY ENGINEER PUBLIC WORKS DEPARTMENT Swing Pipe Ell (ST) or Tee (SST)V e Laterales Line ,/�i�\/ C/T Y OF BAKERSFIELD, CALIFORNIA 12 VALVE L D. NUMBER VALVE SIZE FLOW RATE OMIGA TION REQ4 CONTROL VALVE L4JE>ENT11=1CAT10N RRIGATION CONTROL VAL DSS SYMBOL 2� NOT TO SCALE File Nome: Can teria_Side walk- Survey Drawn: S CLAYTON PUBLIC WORKS DEPARTMENT Job No.: N/A Engineer: sem_ Date: Feb. 9, 15 Checked By: ,L C "NWCAPE NOTES ALL TREE, SHRUB, AND GROUNDCOV£R PLANTING AREAS SHALL HAVE L AMENDMENTS APPLIED AT THE FOLLOWING RATES. THEENOMENTS LISTED BELOW SHALL BE ROTO- TILLED INTO THE SOIL TO A /MUM DEPTH OF 6 o GHT (8) LBS. OF 7-20-20 + 4X IRON. (POTASSIUM SHA BE TASSIUM SULFA TE. IRON SHALL BE IRON SUCRA TE. NI OGEN S L BE A MIN/MUM OF 5OX AMMONIACAL FORM) "TROPHY BLEND" FRO GARDENER'S SUPPLY IN BAKERSFIELD, CA (PH. 661- 6-1591) MEETk THIS REQUIREMENT, b) FOR (40) LBS. OF GYPSUM (PLUS (5) LBS. GYPSU PER TREE, SEE TR PLANTING PARAGRAPH) c)TWO (2) URIC YARDS OF NITROGEN STABILIZED ORC /C MA TER/AL, FROM DEC POSED REDWOOD OR FIR PRODUCTS ONL NO MANURE WILL BE ALL WED. THIS PRODUCT SHALL CONTAIN MINIMUM OF IX SLOW RELEA NITROGEN. PRODUCT SHALL N CONTAIN WEED SEEDS. TREE PLANTING. C TRACTOR SHALL NOT PLANT ANY TREE UNTIL THE IRRIGATION SYSTEM S BEEN INSTALLED AND STED TO GUARANTEE AN ADEOUA TE WATER UPPL Y TO ALL NEW TR S. PRIOR TO PLANTING, CONTRACTOR SHALL FILL EVERY TREE HOLE W (2.5) LBS OF GYPSUM AND WITH POTABLE WA T TO WI THIN 6" OF HE SURFACE, COVER THE HOLE Wl TH APPROPRIATE PROTECTIVE MA R/AL AND OBSERVE THE WATER PERCOLATION WITH E ENGINEER FTER FOUR (4), EIGHT (8) AND TWENTY-FOUR (24) HO S OF FILLTHE TREE WELL. FOR TREE HOLES W TH ACCEPTABLE P COLA TIO A TOTAL OF (5) LBS. OF GYPSUM SHALL BE ADDED TO CHT E HOLE. (2.5) LBS SHALL BE ADDED DIRECTLY TO THE PLANT/ H E AND THE REMAINDER SHALL BE MIXED INTO THE SOIL BACKFIL CONTRACTOR SHALL. CONTINUE PLANTING TREES PER DETAIL L-10 SHEET I Z POOR DRAINAGE CAN BE PROBLE AT! FOR TREE SURVIVAL AND GROWTH, THEREFORE; IF SLOW PERCOLA T N ISBSERVI'ED /N THE TESTED TREE HOLES, ALL REMAINING TTREE,, P ANTING LES WILL REQUIRE THE ABOVE WATER PERCOLATION TEST, ADD/TION, E ENGINEER WILL DIRECT THE CONTRACTOR /F REMEDIAL TIONS ARE CESSARY• REGARDLESS OF PERCOLATION TEST RESUL (2.5) LBS. 0 GYPSUM SHALL BE ADDED DIRECTLY TO THE PLANT G HOLE AND TH REMAIN/NG (2.5) LBS. OF GYPSUM SHALL BE M/XE INTO THE SOIL BACK L. UPON COMPLETION OF PLANTING AND APPLICA N OF PRE -EMERGENT HERBICIDE APPLIED AS SPECIFIED IN `PRE -EM GENT APPLICATIONS" ABOVE, CONTRACTO SHALL INSTALL A 2" LAYER OF WALK-ON BARK MULCH THROUGHO T PLANTER AREA. TO PREVEN INTRODUCTION OF WEED SEEDS TH BARK MULCH SHALL BE A VIRGIN OREST PRODUCT CONTAIN/NCA /XTURE OF SHREDDED DOUGLAS FIR ARK AND BARK NUGGETS. EDDED BARK SHALL BE M" TO %" Nn BY X TO 4 " LONG. BAR NUGGETS SHALL BE 9" TO 1 jun WIDE B %n TO 1 V n LONG. `SU R/OR WALK ON BARK" FROM SUPERIOR SOIL UPPLEMENTS IN HANFO D, CA (PH. 559-584-7695) MEETS THIS QUIREAIIENT. APPROVE EQUAL MAY BE USED. CONTRACTOR SHALL URNISH A SAMPLE OF THE PROPOSED WALK ON BARK TO THE ENG/ ER FOR APPRO L. ROO BARRIER, INSTALL CENTURY PRODUCTS 24" X 20' -PE MU I -PURPOSE ROOT do WATER BARRIER MOLDED ROLLS, OR APP VED E L. ROOT BARRIER IS TO BE INSTALLED /N `LINEAR APPLICA N" THOD PER MANUFACTURER'S RECOMMENDATIONS AND PER Cl Y TANDARO L-9 ILANOSCAPE DETAILS." TEN (10) LINEAR FEET SHALL B INSTALLED AT THE INSIDE EDGE OF THE NEW MOW CURB ON BOTH SIDE OF NEW TREE FOR A TOTAL OF TWENTY (20) LINEAR FEET INSTALLED PER TREE. QpFESSION� <11 S 1 NG/1 CO REGISTERED CI VI L ENGINEER C 80507 * Exp. 3-31-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE /V1 BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION 1 / / 2 3 ,4 CITY RECORD No. SIDEWALK IMPROVEMENTS: CANTERIA DRIVE BAKERSFIELD, CA SHEE T NO. 3OF3 mi bundled of 10' intervals and placed near the 13. See opprowd landscope%lrrlgotion plans and legends irri otion mainline of the 3 o'clock position. 9 P for specific model numbers size, quantity, manufacturers FILENAME: L-8REV 6. All wire connections shall be waterproof and approved and performance requirements FILENAME: L-6REV DATE REV STANDARD DATE REV 1/14 by the Recreation and Parks Directs Splices wail not be opproved by the Recreation and STANDARD I/14 DRAWN DRANN DAH/BW allowed unless pAH/8N CHECKED Parks Directs the approved splices will require the CHECKED F Conzolei DETAILS FOR VARIOUS onzole5 SCA,£ use of a splice box. DETAILS FOR REMOTE SCALE / r\�d� IRRIGATION HEADS NTS SHEET No. 7. Maintain 2.0' separation between remote eP CONTROL VALVES N.T.S. SHEET NO. Barbed Ell APPROVED control valves (centerline to centerline) when more than APPROVED CITY OF BAKERSFIELD L-$ one valve is installed in the some location. CITY (.-6 O SWING PIPE CALIFORNIA C�B�RISARELD CITY ENGINEER PUBLIC WORKS DEPARTMENT 8. Where possible, locate valves in the planter areas CITY ENGINEER PUBLIC WORKS DEPARTMENT C/T Y OF BAKERSFIELD, CALIFORNIA 12 VALVE L D. NUMBER VALVE SIZE FLOW RATE OMIGA TION REQ4 CONTROL VALVE L4JE>ENT11=1CAT10N RRIGATION CONTROL VAL DSS SYMBOL 2� NOT TO SCALE File Nome: Can teria_Side walk- Survey Drawn: S CLAYTON PUBLIC WORKS DEPARTMENT Job No.: N/A Engineer: sem_ Date: Feb. 9, 15 Checked By: ,L C "NWCAPE NOTES ALL TREE, SHRUB, AND GROUNDCOV£R PLANTING AREAS SHALL HAVE L AMENDMENTS APPLIED AT THE FOLLOWING RATES. THEENOMENTS LISTED BELOW SHALL BE ROTO- TILLED INTO THE SOIL TO A /MUM DEPTH OF 6 o GHT (8) LBS. OF 7-20-20 + 4X IRON. (POTASSIUM SHA BE TASSIUM SULFA TE. IRON SHALL BE IRON SUCRA TE. NI OGEN S L BE A MIN/MUM OF 5OX AMMONIACAL FORM) "TROPHY BLEND" FRO GARDENER'S SUPPLY IN BAKERSFIELD, CA (PH. 661- 6-1591) MEETk THIS REQUIREMENT, b) FOR (40) LBS. OF GYPSUM (PLUS (5) LBS. GYPSU PER TREE, SEE TR PLANTING PARAGRAPH) c)TWO (2) URIC YARDS OF NITROGEN STABILIZED ORC /C MA TER/AL, FROM DEC POSED REDWOOD OR FIR PRODUCTS ONL NO MANURE WILL BE ALL WED. THIS PRODUCT SHALL CONTAIN MINIMUM OF IX SLOW RELEA NITROGEN. PRODUCT SHALL N CONTAIN WEED SEEDS. TREE PLANTING. C TRACTOR SHALL NOT PLANT ANY TREE UNTIL THE IRRIGATION SYSTEM S BEEN INSTALLED AND STED TO GUARANTEE AN ADEOUA TE WATER UPPL Y TO ALL NEW TR S. PRIOR TO PLANTING, CONTRACTOR SHALL FILL EVERY TREE HOLE W (2.5) LBS OF GYPSUM AND WITH POTABLE WA T TO WI THIN 6" OF HE SURFACE, COVER THE HOLE Wl TH APPROPRIATE PROTECTIVE MA R/AL AND OBSERVE THE WATER PERCOLATION WITH E ENGINEER FTER FOUR (4), EIGHT (8) AND TWENTY-FOUR (24) HO S OF FILLTHE TREE WELL. FOR TREE HOLES W TH ACCEPTABLE P COLA TIO A TOTAL OF (5) LBS. OF GYPSUM SHALL BE ADDED TO CHT E HOLE. (2.5) LBS SHALL BE ADDED DIRECTLY TO THE PLANT/ H E AND THE REMAINDER SHALL BE MIXED INTO THE SOIL BACKFIL CONTRACTOR SHALL. CONTINUE PLANTING TREES PER DETAIL L-10 SHEET I Z POOR DRAINAGE CAN BE PROBLE AT! FOR TREE SURVIVAL AND GROWTH, THEREFORE; IF SLOW PERCOLA T N ISBSERVI'ED /N THE TESTED TREE HOLES, ALL REMAINING TTREE,, P ANTING LES WILL REQUIRE THE ABOVE WATER PERCOLATION TEST, ADD/TION, E ENGINEER WILL DIRECT THE CONTRACTOR /F REMEDIAL TIONS ARE CESSARY• REGARDLESS OF PERCOLATION TEST RESUL (2.5) LBS. 0 GYPSUM SHALL BE ADDED DIRECTLY TO THE PLANT G HOLE AND TH REMAIN/NG (2.5) LBS. OF GYPSUM SHALL BE M/XE INTO THE SOIL BACK L. UPON COMPLETION OF PLANTING AND APPLICA N OF PRE -EMERGENT HERBICIDE APPLIED AS SPECIFIED IN `PRE -EM GENT APPLICATIONS" ABOVE, CONTRACTO SHALL INSTALL A 2" LAYER OF WALK-ON BARK MULCH THROUGHO T PLANTER AREA. TO PREVEN INTRODUCTION OF WEED SEEDS TH BARK MULCH SHALL BE A VIRGIN OREST PRODUCT CONTAIN/NCA /XTURE OF SHREDDED DOUGLAS FIR ARK AND BARK NUGGETS. EDDED BARK SHALL BE M" TO %" Nn BY X TO 4 " LONG. BAR NUGGETS SHALL BE 9" TO 1 jun WIDE B %n TO 1 V n LONG. `SU R/OR WALK ON BARK" FROM SUPERIOR SOIL UPPLEMENTS IN HANFO D, CA (PH. 559-584-7695) MEETS THIS QUIREAIIENT. APPROVE EQUAL MAY BE USED. CONTRACTOR SHALL URNISH A SAMPLE OF THE PROPOSED WALK ON BARK TO THE ENG/ ER FOR APPRO L. ROO BARRIER, INSTALL CENTURY PRODUCTS 24" X 20' -PE MU I -PURPOSE ROOT do WATER BARRIER MOLDED ROLLS, OR APP VED E L. ROOT BARRIER IS TO BE INSTALLED /N `LINEAR APPLICA N" THOD PER MANUFACTURER'S RECOMMENDATIONS AND PER Cl Y TANDARO L-9 ILANOSCAPE DETAILS." TEN (10) LINEAR FEET SHALL B INSTALLED AT THE INSIDE EDGE OF THE NEW MOW CURB ON BOTH SIDE OF NEW TREE FOR A TOTAL OF TWENTY (20) LINEAR FEET INSTALLED PER TREE. QpFESSION� <11 S 1 NG/1 CO REGISTERED CI VI L ENGINEER C 80507 * Exp. 3-31-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE /V1 BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION 1 / / 2 3 ,4 CITY RECORD No. SIDEWALK IMPROVEMENTS: CANTERIA DRIVE BAKERSFIELD, CA SHEE T NO. 3OF3 mi