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HomeMy WebLinkAbout1.5-7317 Ph 1, 3 & 6TRACT 7317- SOUTH STREETSCAPE PHASES 1, 3 & 6 BAKERSFIELD., CALIFORNIA DRAWING INDEX OLD RIVER ROAD ,LLC. LOCATION MAP VICINITY MAP L1 COVER SHEET L2 HYDROZONE PLAN AND WATER USE CALCULATIONS L3 TREE IRRIGATION PLAN L4 TREE IRRIGATION PLAN L5 TREE IRRIGATION PLAN L6 SHRUB IRRIGATION PLAN L7 SHRUB IRRIGATION PLAN L8 SHRUB IRRIGATION PLAN & CITY GENERAL NOTES L9 IRRIGATION LEGEND & DETAILS L10 IRRIGATION DETAILS L11 TREE PLANTING PLAN GENERAL PROJECT NOTES RIOS DESIGN STUDIO HAS TAKEN CARE TO RESEARCH APPLICABLE CODES AND REQUIREMENTS IN PREPARING THESE DRAWINGS AND IS NOT RESPONSIBLE FOR CHANGES TO SUCH OCCURRING AFTER AGENCY APPROVAL OR DURING INSTALLATION. THERE IS NO WARRANTY OR GUARANTEE EITHER EXPRESSED OR IMPLIED BY RIOS DESIGN STUDIO FOR THE COMPLETION OF THE WORK OR THE QUALITY OF PERFORMANCE OF THE CONSTRUCTION CONTRACTOR(S). THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE RECORDS AT THE TIME THE PLANS WERE DRAFTED AND DO NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NON-EXISTENCE OF SUCH UTILITIES. IN CALIFORNIA AND NEVADA, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT AT 1-800-227-2600 PRIOR TO PERFORMING ANY CONSTRUCTION WORK. IN OTHER AREAS, CONTRACTOR SHALL CONTACT A SIMILAR AGENCY/ORGANIZATION. AS REQUESTED BY THE CITY, RIOS DESIGN STUDIO WILL VISIT THE SITE AT INTERVALS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO REVIEW THE PROGRESS AND QUALITY OF WORK AND TO DETERMINE IN GENERAL IF THE WORK IS BEING PERFORMED IN A MANNER INDICATING THAT THE WORK, WHEN COMPLETED, WILL BE IN SUBSTANTIAL CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. HOWEVER, RIOS DESIGN STUDIO WILL NOT MAKE EXHAUSTIVE OR CONTINUOUS ON-SITE INSPECTION TO CHECK QUALITY OF THE WORK. RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, SINCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION CONTRACT DOCUMENTS, NOR RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. IN THE EVENT CITY CONSENTS TO, ALLOWS, AUTHORIZES OR APPROVES OF CHANGES TO ANY PLANS, SPECIFICATIONS, OR OTHER CONSTRUCTION DOCUMENTS, AND THESE ALTERATIONS ARE NOT APPROVED IN WRITING BY RIOS DESIGN STUDIO, CITY RECOGNIZES THAT SUCH ALTERATION AND THE RESULTS THEREOF ARE NOT THE RESPONSIBILITY OF RIOS DESIGN STUDIO. IN ADDITION, CITY AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD RIOS DESIGN STUDIO HARMLESS FROM ANY DAMAGE, LIABILITY OR COST (INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE) ARISING FROM SUCH ALTERATIONS. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK. CONTRACTOR SHALL BE RESPONSIBLE TO THE CITY FOR ACTS AND OMISSIONS OF THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND OTHER PERSONS PERFORMING PORTIONS OF THE WORK UNDER A CONTRACT WITH CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONSTRUCTION CONTRACT. PLANS WERE DESIGNED BY REFERENCING: 1. SOIL ANALYSIS WAS PREPARED BY MIDWEST LABORATORIES DATE RECEIVED APRIL 4, 2018 . 2. SOIL PREPARATION AND AMENDMENT RECOMMENDATIONS PREPARED BY LIVE EARTH PRODUCTS. DATE RECEIVED APIRL 14, 2018. TOTAL SQUARE FEET: LANDSCAPE AREA = 27,140 SQ. FT. CITY SIDEWALK AREA= 2827 SQ. FT. CONCRETE PATH AREA = 22971 SQ.FT. L12 TREE PLANTING PLAN L13 TREE PLANTING PLAN L14 SHRUB PLANTING PLAN L15 SHRUB PLANTING PLAN L16 SHRUB PLANTING PLAN L17 PLANTING LEGEND, DETAILS, NOTES & SOIL ANALYSIS L18 WALL PLAN L19 SPECIFICATIONS L20 SPECIFICATIONS L21 SPECIFICATIONS AREA 'CONCRETE WALK PLANTER AREA 24'-0 EASEMENT OVERALL AREA STREETSCAPE SECTION S -S N.T.S. SEE SHEET L-12 MEG)44 E. RIGS, RIOS DESIGN STUDIO, LLC RLA3260, EXPIRES 9-30-W REVIEWED BY: RECREATION AND PARKS W DATE REVIEWED BY: .�'�"'- '5_tz� 6-1z 1// TRAFFIC ENGINEER DATE APPROVED BY r--�:- JJ ° `— 51zeIm NICOLAS G. FIDLER, PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE R.C.E.#61069 APRROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENACE � Signature * SEPTEMBER 70" 2020 Expirotion Date `rl Dete 9Tf OF CPo DATE MAY 6,2019 SCALE Lu p ROSEDALE HIGHWAY MER CHECKED BY JR Q a J Q Q' Q O p 99 Lu a w x WES SIDE PARK Y LU z Z Lu STOCKDALE HWY z x O STOIC ALE RANCH ROD J U MING AVENUE PROD CT SITE cc � O w z � F co O VICINITY MAP L1 COVER SHEET L2 HYDROZONE PLAN AND WATER USE CALCULATIONS L3 TREE IRRIGATION PLAN L4 TREE IRRIGATION PLAN L5 TREE IRRIGATION PLAN L6 SHRUB IRRIGATION PLAN L7 SHRUB IRRIGATION PLAN L8 SHRUB IRRIGATION PLAN & CITY GENERAL NOTES L9 IRRIGATION LEGEND & DETAILS L10 IRRIGATION DETAILS L11 TREE PLANTING PLAN GENERAL PROJECT NOTES RIOS DESIGN STUDIO HAS TAKEN CARE TO RESEARCH APPLICABLE CODES AND REQUIREMENTS IN PREPARING THESE DRAWINGS AND IS NOT RESPONSIBLE FOR CHANGES TO SUCH OCCURRING AFTER AGENCY APPROVAL OR DURING INSTALLATION. THERE IS NO WARRANTY OR GUARANTEE EITHER EXPRESSED OR IMPLIED BY RIOS DESIGN STUDIO FOR THE COMPLETION OF THE WORK OR THE QUALITY OF PERFORMANCE OF THE CONSTRUCTION CONTRACTOR(S). THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE RECORDS AT THE TIME THE PLANS WERE DRAFTED AND DO NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NON-EXISTENCE OF SUCH UTILITIES. IN CALIFORNIA AND NEVADA, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT AT 1-800-227-2600 PRIOR TO PERFORMING ANY CONSTRUCTION WORK. IN OTHER AREAS, CONTRACTOR SHALL CONTACT A SIMILAR AGENCY/ORGANIZATION. AS REQUESTED BY THE CITY, RIOS DESIGN STUDIO WILL VISIT THE SITE AT INTERVALS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO REVIEW THE PROGRESS AND QUALITY OF WORK AND TO DETERMINE IN GENERAL IF THE WORK IS BEING PERFORMED IN A MANNER INDICATING THAT THE WORK, WHEN COMPLETED, WILL BE IN SUBSTANTIAL CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. HOWEVER, RIOS DESIGN STUDIO WILL NOT MAKE EXHAUSTIVE OR CONTINUOUS ON-SITE INSPECTION TO CHECK QUALITY OF THE WORK. RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, SINCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION CONTRACT DOCUMENTS, NOR RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. IN THE EVENT CITY CONSENTS TO, ALLOWS, AUTHORIZES OR APPROVES OF CHANGES TO ANY PLANS, SPECIFICATIONS, OR OTHER CONSTRUCTION DOCUMENTS, AND THESE ALTERATIONS ARE NOT APPROVED IN WRITING BY RIOS DESIGN STUDIO, CITY RECOGNIZES THAT SUCH ALTERATION AND THE RESULTS THEREOF ARE NOT THE RESPONSIBILITY OF RIOS DESIGN STUDIO. IN ADDITION, CITY AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD RIOS DESIGN STUDIO HARMLESS FROM ANY DAMAGE, LIABILITY OR COST (INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE) ARISING FROM SUCH ALTERATIONS. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK. CONTRACTOR SHALL BE RESPONSIBLE TO THE CITY FOR ACTS AND OMISSIONS OF THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND OTHER PERSONS PERFORMING PORTIONS OF THE WORK UNDER A CONTRACT WITH CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONSTRUCTION CONTRACT. PLANS WERE DESIGNED BY REFERENCING: 1. SOIL ANALYSIS WAS PREPARED BY MIDWEST LABORATORIES DATE RECEIVED APRIL 4, 2018 . 2. SOIL PREPARATION AND AMENDMENT RECOMMENDATIONS PREPARED BY LIVE EARTH PRODUCTS. DATE RECEIVED APIRL 14, 2018. TOTAL SQUARE FEET: LANDSCAPE AREA = 27,140 SQ. FT. CITY SIDEWALK AREA= 2827 SQ. FT. CONCRETE PATH AREA = 22971 SQ.FT. L12 TREE PLANTING PLAN L13 TREE PLANTING PLAN L14 SHRUB PLANTING PLAN L15 SHRUB PLANTING PLAN L16 SHRUB PLANTING PLAN L17 PLANTING LEGEND, DETAILS, NOTES & SOIL ANALYSIS L18 WALL PLAN L19 SPECIFICATIONS L20 SPECIFICATIONS L21 SPECIFICATIONS AREA 'CONCRETE WALK PLANTER AREA 24'-0 EASEMENT OVERALL AREA STREETSCAPE SECTION S -S N.T.S. SEE SHEET L-12 MEG)44 E. RIGS, RIOS DESIGN STUDIO, LLC RLA3260, EXPIRES 9-30-W REVIEWED BY: RECREATION AND PARKS W DATE REVIEWED BY: .�'�"'- '5_tz� 6-1z 1// TRAFFIC ENGINEER DATE APPROVED BY r--�:- JJ ° `— 51zeIm NICOLAS G. FIDLER, PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE R.C.E.#61069 APRROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENACE � Signature * SEPTEMBER 70" 2020 Expirotion Date `rl Dete 9Tf OF CPo DATE MAY 6,2019 SCALE NONE DRAWN BY MER CHECKED BY JR m RIOS DESIGN STVDI( LANDSCAPE ARCHITECTURE fk DESIGI unAn rnncriceinn nnm 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE 1, 3 & 6 TRACT 7317 STREETSCAPE EALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE -- SH E E T DESCRIPr'T10N COVER SHEET REVISIONS S H E E T N U M B E R � z P R O J E C T N U M OS DESIGN STUDIOIS NOT RESPONSIBLE! COMPLETENESS OF REPRODUCTIONS OF T19 2h GENERATED BY OTHERS FROM ELECTRONCA NOT PUBLISHED. ALL RIGHTS OR HYDROZONE SUMMARY HYDROZONE SYMBOL DESCRIPTION A HYDROZONE A- 2375 SF (8%) TREES IRRIGATED WITH DEEP ROOT BUBBLERS a +was below. Callbefowyoudig. III SHRUBS G 26,799 SF VER B SHRUBS AND GROUNDCOVER WITH DRIP IRRIGATION TOTAL LANDSCAPE AREA - 29,174 SF , <iyi rO 48 47 46 1 ( WORK PHASE 6j ; w -11,0' ....___ LIMIT ■ _ , t _ E ® 1 2co PHASE 3 Lu c l I r, UMI OF CORK PHASE 1 �-"A an oft m RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE &'DESIGN www.losdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE 1, 3 & b TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE S H E E T D E S C R I P T I O N HYDROZONE PLAN R E V I S I O N S S H E E T N U M BE R L2 OF 2l PR O J E C T N U M B ER' 18-407 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCIflt;4CY OR COMPLETENESS OF REPRODUCTIONS OF MS:DOCUMENIIT GENERATED BY OTHERS FROM ELECTRONIC MEDIA, �I C NOT PUBLISHED. ALL RIGHTS RESERVED. la-lJtl �N;�,l�kk' DATE MAY 6,2019" SCALE 1°=70'-9' DRAWN BY MER CHECKED BY JR �-"A an oft m RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE &'DESIGN www.losdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE 1, 3 & b TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE S H E E T D E S C R I P T I O N HYDROZONE PLAN R E V I S I O N S S H E E T N U M BE R L2 OF 2l PR O J E C T N U M B ER' 18-407 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCIflt;4CY OR COMPLETENESS OF REPRODUCTIONS OF MS:DOCUMENIIT GENERATED BY OTHERS FROM ELECTRONIC MEDIA, �I C NOT PUBLISHED. ALL RIGHTS RESERVED. la-lJtl �N;�,l�kk' i ■ ■ _- ■ ■ _■ ■ ■ LIMIT OF WORK - ----- - - - - 7 �'■° ■ ■ �■� LIMIT OF WORK w ■ ■ ®■ ■ RANCH o-- ■ ...I�...... ■ . + - `-, — QUICKCOUPLER, TYP. I DRIVE D U A C 17 f n � 1125 I P S SNRUB 1P �2" 3.5 2 rI ` SIGHTLI -- 0 SIGHTLINE ' + 550 r' s It / Lu ((j jfj ■ ' J, l I' t ■ \ ° — 3/4 7 Y I i j EMIT OF WORK -t I. 1•`• MWAMM /j t� 71 IM WALL AS /4 "7— . .. _ 4 3� _* t � VED WALL PLANS MAN 2" IRRIGATION MAINLINE, TYP. INSTALL BETWEEN SIDEWALK & CURB WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L8. �� ■ • -)g LIMIT OF WORK �~ l-- �� • ■rY�� • • �� ■ • LIMIT I OF WORK o62 63 — _ - - - - co- pHAS Q � .._-. _,\ 44.25 / 7 � o _ DRIV vWj _ 4 A�Y It WALL AS APPROVED WALL CONSTRUCTION PLANS __.. - 4-- i a 2" IRRIGATION MAINLINE, TYP. -, INSTALL BETWEEN SIDEWALK`,&) CURB WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L8. IRRIGATION MAINLINE, TYP. INSTALL WITHIN LANDSCAPE AREA IRRIGATION MAINLINE, TYP. INSTALL WITHIN LANDSCAPE AREA —_G---41--- 7-p-__ Lu I/v=i uj W LLJZ i 1 ` J DATE U l/ Q DRAWN BY MER NOTE REFER TO SHEET L8 FOR CITY GENERAL NOTES. REFER TO SHEET L9 FOR IRRIGATION LEGEND & DETAI LS. REFER TO SHEET L10 FOR IRRIGATION DETAILS. THIS IRRIGATION SYSTEM IS FOR BOTH NORTH & SOUTH SIDES OF THE ROAD FOR TRACT 7317. VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER I 1� VALVE SIZE DES DESCCRIRI PTION 2F� H w # XT�lF \,pNDSCApF fP� 9y � n SEPT Ex Ibr P OF CAIS DATE MAY 6, 2019 SCALE I"=20'-0" DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE$, DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT 8r CLIENT NAME PHASE I,3&6 TRACT 7317" STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE - SHEET DESCRIPT110N TREE IRRIGATION PLAN POINT -OF -CONNECTION sA R E V I S 1 0 N S WATER METER- 2" STATIC WATER PRESSURE- 60 P51 BACKFLOW PREVENTER- 2" RP BFP CONTROLLER- 26 STATIONS MAXIMUM FLOW DEMAND- 49.25 INDEX MAP S H E E T N U M B ER L3 OF 21 P R O J E C T N U M B E R 18-407 _ RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESSOFREPRODUCTIONSOFTHSDOCUMENT' ` GENERATED BY OTHERS FROM ELECTRONIC MBIA: ,fid{, 0 NOT PUBLISHED. ALL RIGHTS RESERVED.: 2" IRRIGATION MAINLINE, TYP. INSTALL BETWEEN SIDEWALK & CURB WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L8. i �M�OF ■�,�,W ORK 0 0l REFER TO TR. 7317 NORTH FOR THE WATER, ELECTRICAL, & IRRIGATION EQUIPMENT ON SW CORNER OF STOCKDALE RANCH ROAD & CHICHESTER COURT. SEE GENERAL PROJECT NOTES #19 & #20. �� ■ ■ IT"' RASE 3 pt, '> E 1 _ __ '}"'"'��■ . ■ noun ■ ■ ® ■ . LIMIT j' 32.0 1 - --®■■�■■■■ R B 1,z" STOCKDALE- >-� 21.50 9 10 21.15 8.5 8 y HRUB 1' SHRU v'I.h` \% B 1/z" `550 StGHTtt Y 550' SIGHSLINE l j;Ez j l ®©a ■1 il ' i r , t (` LIMIT OF WORKI1 s m I, III OF WORK _ �■■�■�� PHASE 2 ILLT[�IUPIil 2 TffM-GVN_D_SCAPE AREA , O — — — -ir2'— — — '- m . _.— LU Lu L - , N 1.1.1 z 3i wow o `7 of WOR. ■■�/ ■ ■ ■■'�� ■ - ■ ■ _ ■ ■ ,. _ — IRRIGATION MAINLINE, TYP. LIMIT OF WORK I ■■rl■ ■ ■ _ t - - cH INSTALL WITH APE AREA (2r °r tl ■■�■■�■■�■■�■■I I �• e 7" '31 SHRUB I/2"- -. •►. J, 1 t .. 31 fl f _ v 1 4.. �D WALL AS APPROVED WALL CONSTRUCTION PLANS f 2" IRRIGATION MAINLINE, TYP. INSTALL BETWEEN SIDEWALK & CURB WITHIN PROJECT LANDISCAPE AREA AS PER COB PLANTING DETAIL SHT L8. 59 WALL AS APPROVED WALL CONSTRUCTION PLANS '7 NOTE REFER TO SHEET L8 FOR CITY GENERAL NOTES. REFER TO SHEET L9 FOR IRRIGATION LEGEND & DETAILS. REFER TO SHEET L10 FOR IRRIGATION DETAILS. THIS IRRIGATION SYSTEM IS FOR BOTH NORTH & SOUTH SIDES OF THE ROAD FOR TRACT 7317. VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER I 10 VALVE SIZE I" DRIF--SYSTEM 9 DESCRIPTION DATE MAY 6, 2019 SCALE 1"='20'-9 DRAW N BY MER 4AV lima NOTE REFER TO SHEET L8 FOR CITY GENERAL NOTES. REFER TO SHEET L9 FOR IRRIGATION LEGEND & DETAILS. REFER TO SHEET L10 FOR IRRIGATION DETAILS. THIS IRRIGATION SYSTEM IS FOR BOTH NORTH & SOUTH SIDES OF THE ROAD FOR TRACT 7317. VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER I 10 VALVE SIZE I" DRIF--SYSTEM 9 DESCRIPTION DATE MAY 6, 2019 SCALE 1"='20'-9 DRAW N BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE' BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PHASE 1, 3 & 6 TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE -- SHEET DESCRIPTION TREE IRRIGATION PLAN POINT -OF -CONNECTION =A R E v I S 10 N S WATER METER- 2" STATIC WATER PRESSURE- 60 PSI BACKFLOW PREVENTER- 2" RP BFP CONTROLLER- 26 STATION MAXIMUM FLOW DEMAND- 49.25 S H E E T N U M B E R L4 Of21 PROJECT NUMBER 18-4,07 _ RIOS DESIGN STUDIO 6 NOT RESPONSIBLE FOR THEACCURACYOR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 11 NOT PUBLISHED. ALL RIGHTS'. RESERVED. IRRIGATION MAINLINE, TYP. INSTALL WITHIN LANDSCAPE AREA AS1 " ST P 12 I" TF f WOVIY% IE i LIMIT �F„i-- o __. ■�� �' ------------- J 13 3515 ------------ II z SHRUB +.... -s-- - f S i j, � J 2" IRRIGATION MAINLINE, TYP. INSTALL BETWEEN SIDEWALK CURB WITHIN PROJECT t LANDSCAPE AREA AS PER CO PLANTING DETAIL SHT L8. Pink Fs wm m s WWARFA9WLff9R0ATW 000 No xroo "A #hmw,wAu A fityw E7t M Low flP T j rraimJ iwTa t a * I wAxw am Kenn? fT E, w t>Rt&fS. tG rim M+JiS H Fin f�T�A arcs w RAW m loo Allku aia Soma M yfw OfiflR Mrifl AAV W*PWI last fa.Tcwr MX175 sr Af WADEk STANDARD TYP=CAL EIGHT LWE REOOREMCN-'M FOR LANDSCAPING, CITY OF ALB URSSFIELD QUICK COUPLER, TYP. I WALL AS APP OVED WALL CONSTRUCTI N PLANS I T KOOKWATT WATER� BEEN SIDEWN K NAINLTNE 0 BACK u OF SOEWALK ill< PUB BUBBLER, EINE PER SUBBLER, SHRUS('h'I'.) LATERAL LNE 32® BACK SHRUBSEE DETAIL G THIS SHEET OF EACH SHRUB. F�cTBx,�L j �4 I1 "--BLOCK WALL I It a If `c 1i ' II `- `f21 �``^— PROPERTY LINE SHRUB LATERAL 1.;11 t1 L1� I LI _. PCB BURBLER, ONE SHRUE! IATERAL PER SHRUB RAINBIRD RYVS, TWO SEE DETAIL 0.. PER TREE (tYP)-- SEE THIS SHEET DETAIL d, THIS SHEET. \—TREE LA'.£RML MAN—YEW T TYPAL IN4ppjj ¢. A LAYOUT SIDEWALK NOTE REFER TO SHEET L8 FOR CITY GENERAL NOTES. REFER TO SHEET L9 FOR IRRIGATION LEGEND & DETAILS. REFER TO SHEET L10 FOR IRRIGATION DETAILS. THIS IRRIGATION SYSTEM IS FOR BOTH NORTH & SOUTH SIDES OF THE ROAD FOR TRACT 7317. VALVE IDENTIFICATION KEY VALVE STATION VALVE G. P.M. NUMBER I 10 VALVE SIZE SYSTEM DESCRIPTION POINT -OF -CONNECTION •A WATER METER- 2" STATIC WATER PRESSURE- 60 P51 BACKFLOW PREVENTER- 2" RP BFP CONTROLLER- 26 STATIONS MAXIMUM FLOW DEMAND- 49.25 I' (1) RB1804 SAM PRS fnt R W/ HUNTER PCN -25 NOZZLE A 4K PER TREE IN LEUI OF SECOND TREE BUBBLER IM (1) 1 GPH rN®' F � qtr Y e �, TREE BUBBLER 2'�{ 2' BLOCK WALL tF.r u TER RM M MAINLINE © BACK OF SIDEWALK L-6 L "TREE CENTERED BUBBLER. LATERAL LINE 12" BACK OF EACH SHRUB. TYPICAL PLANTING & IRRIGATION LAYOUT N.T.S INDEX MAP RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PHASE 1, 3 & 6 TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE --- S H E E T D E S C R I P T I O N TREE IRRIGATION PLAN & CITY DETAILS R E V I S I O N S S H E E T N U M BE R L5oF21 PROJECT NUMBER' 18-407 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FORTHEACCURACYOR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT. GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED, ALL RIGHTS. RESERVED. PP 1.3414 f OF CAt iF� DATE MAY 6, 2019 SCALE 1"=29-9' V DR A IN N BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PHASE 1, 3 & 6 TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE --- S H E E T D E S C R I P T I O N TREE IRRIGATION PLAN & CITY DETAILS R E V I S I O N S S H E E T N U M BE R L5oF21 PROJECT NUMBER' 18-407 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FORTHEACCURACYOR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT. GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED, ALL RIGHTS. RESERVED. PP 1.3414 s ■ �..._�■,r■ _■ ■ ■��_■ ■ LIMIT OF WORK i !■ ■ ■ n■■■ m_ ■-■ /yam r rr ■ L1125 I QUICK COUPLER, TYP. RUB I" 2 3.5 W HTLINE J 2 " IRRIGATION MAINLINE, TYP. INSTALL BETWEEN SIDEWALK & CURB WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L8. Mw _""" LIMIT OF WORK ■ /-414.25 r r e ®_ _ o 0 0 550 T IS IRRIGATION MAINLINE, TYP. 4" s INSTALL WITHIN NDSCAPE AREA I IF j 1■ ■ ..i WAL [ AS APPROVED WALL f (�- ��a/p' F F I- � CON TRUCTION PLANS r 3f h(iI+IMIT L_ ■.� ;,+ `� OF WORK 1, t II , I iI 1, XIF t ;7 1( t7 t 2" IRRIGATION MAINLINE, TYP. INSTALL BETWEEN SIDEWALK & CURB WITHIN PROJECT ■ ■ °1�� ■ ■ LIMIT OF LANDSCAPE AREA AS PER COB _ _ ._ ■ ■ ■ WORK PLANTING DETAIL SHT L8. ■ =4 - i,� -■ _■■n■ ■._■ i■�-�■ _� LIMIT OF WORK IN 0 In .(~� .� 5 44.25 16.50 6 f � + � e 11 z' SHRUB TREE -_- 1 550'SIGHTLINE 211■ — -� .J __ V) r - Lu UJI r r"' fLu I z `! f IRRIGATION MAINLINE, TYP. INSTALL WITHIN LANDSCAPE AREAuj U co i WALL AS APPROVED WAL CONSTRUCTION PLANS 1 713,111 Controller : ---- A ---- - -- IRRIGATTON CONTROLLER RUN TIMES -- _-- -- PLANT TYPE I SPRINKLER TYPE IBo - AKc PR RATE -- HE ---- RUN TIME'. QUANTITY ---- RUNTIME Days Per Week: _.. 3 -.- 6.7.... _--- -- -- (HOURS) '.., 1HOURSI Shrub and Ground Covers: --- ---- Tree Bubblers -- 8.70 O40 -385 0.81 --- 009 8 Q52 Bubblers... 8,70 0.30 0.89 0.81 0.28 '.. _-20 _-_- 5.63 CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS:' 26 TOTAL RUN TIME IN HOURS FOR DRIP & BUBBLERS ONLY: 6.15 - -- _-TOTAL RUN TIME IN HOURS:. 6.15 NOTE REFER TO SHEET L8 FOR CITY GENERAL NOTES. REFER TO SHEET L9 FOR IRRIGATION LEGEND & DETAILS. REFER TO SHEET L10 FOR IRRIGATION DETAILS. THIS IRRIGATION SYSTEM IS FOR BOTH NORTH & SOUTH SIDES OF THE ROAD FOR TRACT 7317. VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER I 10 VALVE SIZE I" DRIPS SYSTEM DESCRIPTION POINT -OF -CONNECTION sA WATER METER- 2 STATIC WATER PRESSURE- 60 PSI BACKFLOW PREVENTER- 2" RP BFP CONTROLLER- 26 STATIONS MAXIMUM FLOW DEMAND- 49.25 s19� �, gnalure SEP BER 2020 aeCAI F�R�\P DATE MAY 6,2019 SCALE 1"=20-i7' DRAWN BY. MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE I,3&6 TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE --- S H E E T D E S C R I P T I O N SHRUB PLANTING PLAN R E V I S I O N S S H E E T N U M BE R L6 OF 21 PROJECT N UMBER 18-407 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. ® NOT PUBLIs HED. ALL RIGHTS RESERVED. t-S-ii111 F'4,1 a.3&fe ., raft r•to I LIT 41 MIOF �o t. IRRIGATION MAINL / INSTALL WITHIN LANDSCAPE ARRA — tL1 r/ 2 211 u Ljj il.l• _ 11 X 3 i yam. ,f I {jj f �j tf f It i t ' ai l,'1 ~• r r �� ■ • �- LIMIT OF WORK as 1 , 32.0 '— { l I/j 11 SHRUB j ._. -- . I ULE WALL LIMIT OF WORK ■',...................■■�■■...n _ ,- IGATION MAINLINE, TYP. g 1/11 INSTALL WITHIN LANDSCAPE AREA 211 .zs;<iS9J l 2,S SN19 21.15 10 89 8 RJB z" TREE 111 �3 tJ r f�i. $HRUE 1 v 1 21p 4-7 f �ti �.v 550' IGH 3- 1114 — 7-:7-7- t 1 � f —_----_.._. -7-� _ .J � It.. 1i .' � ,.. r.. ""�'.,:.,,,. •!- �.l � l� �i1 =i` �e„� .... tir'_'�r""'�T"i�""�7 11 - t( i f i 1 p r v it i j fi � ` I / 4 " a ■� ■ ■i■ 1 (a .. /a" I i LIMIT OF Wo ■+ I, woo WORK® LIMIT�� ■ ■ r wow r �� • r 1•• ■ ■ �� • r 550' SIGHTLINE _. aw r.-_ 0000 • err • , ovcA 0000 • 2, r 2" ; N i i WALL AS APPROVED WALL CONSTRUCTION PLANS 2 1/2" IRRIGATION MAINLINE, TYP. INSTALL BETWEEN SIDEWALK & CURB WITHIN % PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L8. 11, 29 2" IRRIGATION MAINLINE, TYP. INSTALL BETWEEN SIDEWALK & CURB WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L8. NOTE REFER TO SHEET L8 FOR CITY GENERAL NOTES. REFER TO SHEET L9 FOR IRRIGATION LEGEND & DETAILS. REFER TO SHEET L10 FOR IRRIGATION DETAILS. THIS IRRIGATION SYSTEM IS FOR BOTH NORTH & SOUTH SIDES OF THE ROAD FOR TRACT 7317. VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER 1 10 VALVE SIZE P DRIPw—SYSTEM DESCRIPTION POINT -OF -CONNECTION *A WATER METER- 2" STATIC WATER PRESSURE- 60 PSI BACKFLOW PREVENTER- 2" RP BFP CONTROLLER- 26 STATIONS MAXIMUM FLOW DEMAND- 49.25 DATE MAY 6, 2019 SCALE 1"=29-9" DRAWN BY MER CHECKED BY A -" V-:- - r I/2 a ..---. � �-��- -- ....I ' I f WALL AS APPROVED WALL CONSTRUCTION PLANS 2 1/2" IRRIGATION MAINLINE, TYP. INSTALL BETWEEN SIDEWALK & CURB WITHIN % PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L8. 11, 29 2" IRRIGATION MAINLINE, TYP. INSTALL BETWEEN SIDEWALK & CURB WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L8. NOTE REFER TO SHEET L8 FOR CITY GENERAL NOTES. REFER TO SHEET L9 FOR IRRIGATION LEGEND & DETAILS. REFER TO SHEET L10 FOR IRRIGATION DETAILS. THIS IRRIGATION SYSTEM IS FOR BOTH NORTH & SOUTH SIDES OF THE ROAD FOR TRACT 7317. VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER 1 10 VALVE SIZE P DRIPw—SYSTEM DESCRIPTION POINT -OF -CONNECTION *A WATER METER- 2" STATIC WATER PRESSURE- 60 PSI BACKFLOW PREVENTER- 2" RP BFP CONTROLLER- 26 STATIONS MAXIMUM FLOW DEMAND- 49.25 DATE MAY 6, 2019 SCALE 1"=29-9" DRAWN BY MER CHECKED BY A �pv � RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT`&CLIENT NAME PHASE 1,3&6 TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE -- SHEET DESCRIPTION SHRUB PLANTING PLAN R E V I S I O N S S H E E T N U M B E R L70F 21 PROJECT NUMBER 18-407 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA:. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. GENERAL PROJECT NOTES 1. Contractor shall be responsible for meeting all City of Bakersfield standards and specifications. Conhactos will alar) be responsible for contracting the public utilities in start electrical and water service in tithe for construction. ... n,ontmctor shall be responsible formertang all approlinarbe public tniltry standards, specifications and methods of construction 3. Prior to the start of construction, all utility service meters (water and power) should 6e installed and fully opemtuall 4. Contractor shill be responsible for contacting City Recreation & Parks, 661-326-3354, and Public Works, tail -32-6 3049, for an uta -site precansnuetioa mceung. 5. Cl nuactor will enordmnte construction with the appropriate(crA, inspection official so that inspections can be made at criucal consuuction periods but in its case less than. 1) At the seat of construction. 2) Prior to any back filling 3) Prior to the installation of any plant material. 4 At the end of construction but nor to start of tri -meta l l utter maintenance and P p s At the end of poshiessalauon mantenance Proof Eon written City acceptance, 6. Codbnctor will pie form maintenance as Identified in the sl'eeifioetions All coat incurred until Jars now will be at the asperse of the contractor. 7. Contractor is resporudble for securing final written acceptance by the City of Bakersfield fw this work. In no case wit: the cnntmctor be released from momtien:urce of the irrigation system or maintenance and replacement of dead, dying damaged, or otherwise unswtableplant material until the City, in writing accepts this work. S. Coduactor will field eenfy Ivrished grades and verify Clot ilwm is pturiiva so6ce drainage in all planters, turf areas and away from all clothing proles- If positive dfainage does not exist notify landscape architect prior w proa'eedng for written authorization and instructions to proceed. 9. City of Bakersfield standards and specifications sheet included with this drawing se, and C"06 stbo l details false precedence over alto hrspse ificafoo or details 10. All flees and r utility Ines at subject to change par 7 OP. 11. Contractor shall install a 6' concrete mow cub as per C.O.B. standards at each phase tilde and limit of construction line & a rel" mw acurb between wall and re turf used, 12. Provide root Carriers for each tree within 6' of any existing or proposed paving or snuclure 13. All plant material shall be approved by the owner's repreaentatee. 14. No planing shall be planted omit the installation of the rogation system is completed, final grades have bee. established, plsmung areas but e teen properly graded, and sot I prepared and the mors has been approved by the owner's representative. 15, Contractor shell demonstrate to the owacC s iepreaentauve the famisf and i smharren of spectged soil amendments whether a soils test is required or not 16. Contractor is responsible for care and maintenance of any existing landscape and irrigation system daring construction. 17. Contractor shall indicate imgation sleeves by chiseling " 1K' on the face at each location. 18. Prior w oorallafion of any signage, subdivider shall submit two comment subdivision identification sig, plans to the Bolding Director For review and approval pursuantto $IVIC Section 1260.11➢ (bf One ec4Y oC Ura signndpladr shall also be submitted to the Parks Division for review and approval. Sign plans shall include copy, dimensions, color mafanals, lightlng anchorage and lmation of sights). Approval nr wall plans by the Public Works Director does not include approval of any signage. 19. Uniffenn development is required for this project. Should any portion of any phase of subsequent phases be constructed at different intervals where the point of connections are located in area other than tine curtain Project, the developer is responsible for all incurred costs associated with the .Record areas until the projects asaiotenancu penod has been completed and a written final acceptance from QOB been achieved. 20. The Contractor shall utilize manor provide an exiting ban Saiton mai n)ino and wires from and/or to any adjacent phase line or development It all to complete an current or future irri anions systems, rorvidin thea tem can properly meet Vs Y g n P 4 system P I ti the designed cantfiuuns. Should the Contractor he re aired to uWize existing g 4 g future services, the existing irrigation system shall be updated with all rite necessary irrigation equipment as a part of the current project, pot the din "neat of the City's Recreation and Parks-Dz{mrtmcnt's representative. CONTRACTOR SHALL PROVIDE 30' OF (1) WHITE COMMON WIRE, (10) BLACK CONTROL WIRE & (10) RED SPARE WIRE IN EACH PULL BOX. ttUl W*ttt•-tt _. -------------- PLER,TYP LIM�j OF Wtt 0 1000 �/�t��t .� t t_ *,,*woo i t-tt r t GENERAL LANDSCAPE NOTES 1. Premium quality plant material is required for this project'. No plant material will be accepted for this project unless it meets or exceeds the upper end of lire industries standards for the sizes specified. All plant materials must be of excellent farm, size, health, and crown density_ Any plants that do not meet this standard will be rejected by the architect or the City representative. 2. 'frees shall be staked as per the details and specification 3. There shall be no substitutions or deletions from any plant materials without written approval from the landscape architect, the owner, and the City's representative. 4. 'The Developer shall conform to all City codes and requirements, including all inspections pertaining to this installation. 5. All landscape details shall be in accordance with C.U.B. standard details and as directed by the city engineer. 6. All trees shall be placed behind the title of sight as indicated on the plans. Verify, with the C.O.B. or landscape architect prior to construction or tree installation. 7. Prior to the final C OB. acceptance, the contractor shall apply a pre -emergent wed control as recommended by a certified pest control advisor and applied by a. certified pest advisor applicator. Contract the CO. Is. for verification of application. 8. Landscape areas widicam an adjacent wall al rear of landscape area shall have a concrete mow strip at the back of the landscape area. Refer to C.OB. standard detail. 9. Contractor shall install on all landscape micas a 2" layer of mulch: 2" redwood batt: chips supplied from a fresh water milt. Mulch shall be uniform in color and free from weeds, sawdust, seeds, constructive materials and splinters. Any dyed products will not be accepted. Contractor to provide C.O.R. simples for approval. 10. Quantities on the landscape legend may not be accurate; the developer shall be responsible to install all plant material as per the designed plans or as directed by the City's representative. 11. All trees under Utility lines are subject to change per C.0 13. 12. All plant material shall be inspected by the C.O.B. prior to planting. 3450 111 1 r. 7 "at; ;11 t �l d I \--IRRIGATION MAINLINE, TYP. 2" IRRIGATION MAINLINE, TYP. INSTALL WITHIN LANDSCAPE AREA INSTALL BETlIVEEN SIDEWALK & CURB WITHIN PROJECT C LANDSCAPEREA AS PER COB PLANTING D TAIL SHT L8. MAINTENANCE PERIOD NOTES 1. 'The contractor shall provide all labor, materials and equipment to perform work during the post -installment maintenance period, as specified herein including but not limited to: adequate watering of plant material and controlling weeds, rodents and other pests for a minnumn period of three hundred and sixty-five (365) days. 2- The contractor shall maintain the project on a continuous basis from the first day affair planting is completed, until final written acceptance by the City of Bakersfield Recreation & Parks Department. 3. Cost incurred due to damage or replacement during the post -installation maintenance period shall be the responsibility of the contractor. 4_ All areas including, but not limited to turf, groundeover areas, concrete walks and slabs shall be kept clean and free of weeds, litter, and debris. 5. Before weeds exceed two (2) inches in height, they shall be removed and disposed of off- site. Serious weeds pests (i.e. blackberry, nut sedge or bind weeds) shall be spot sprayed with a non-selective post -emergent herbicide as specified by a weed abatement company, and left in place for (7) seven days. Areas sprayed shall remain unwatered for a minimum of forty-eight (48) hours. Dead weeds shall be removed seven (7) days after application and disposed of off-site. 6. Constant diligence shall be maintained for the advent of diseases, insects, and/or rodent infestations and proper preventative or control measures taken. Should the City, during the maintenance period, discover (hill the Penns for the maintenance period as stated herein have not been strictly adhered to, then the days accruing toward completion of stud maintenance period will be terminated. 'Tile maintenance period will be extended one (1) day for each day the area is out of its maintenance period. After the area has been brought up to City standard, The City will require a rc-inspection by a City of Bakersfield Recreation and Parks representative. When the inspection is completed, and the area is in satisfactory condition, then, and only then, will the City re -accept the area in writing. 7. The contractor shall properly and completely maintain all parts of the irrigation system. S. The contractor shall provide for delivery of water in sufficient quantities and adjust water application to compensate for seasonal conditions. 9. it hree weeks prior to the conclusion of the maintenance period, the contractor shall contact the City's representative to perform a final inspection of work. Any removed plants not in satisfactory and healthy, condition from the site shall be replaced with material of Glee kind and size and in a manner specified for original planting. If the replacement plants do not represent a similar foliage representation of the original planted material, the contractor shall replace plants with next available up-sized container. All ground cover shall have a twelve (12") inch clearing from all structures including but not limited to: sidewalk areas, walls, fences, mow curbs, valve boxes, tree bases, shrubs, etc. 10. Before the start of the maintenance period. The contractor shall prepare and submit on a (new) set of blue line prints an "As Built" drawing. The drawings shall include all deviations from the original bid documents made during construction that affect the main lines, controller locations, remote control valves, quick -coupling valves, all sprinkler heads and all plant material. The drawings shall also indicate and show approved substitutions of size material and manufacturer's name and catalog numbers. Also, (2) sets of 11 X 17 laminated "As Built" with highlighted color coded irrigation reference chart and schedule, keys to the controller, and two quick coupler valve keys with gate valve hose bib attachment, shall be submitted to the City. 11. Before the start of the maintenance period, the Contractor shall submit all unialitcd invoices of said Rain Bird equipment to the City of Bakersfield Recreation & Parks representative for their Maxicom Dollar Fund. tt tt-00 • t tl� , do....-_.. O ■ A ,fi_ ■ LL ■ I ■ WALL AND 16' WIDE GATE AS APPROVED WALL CONSTRUCTION PLANS GENERAL RECORD DRAWING NOTES 1. The Contractor shall provide and keep up to date a complete "field record" set of blue line prints which shall be corrected daily indicating every change from the original drawings and specifications including exact locations, sizes, and kinds of equipment. These drawings shall also serve as work progress sheets and shall be the basis for measurement. This set of drawings shall be kept on the site and shall be used only as a field record set. 2. The Contractor shall make neat and legible annotations thereon daily as the work proceeds, showing the work as actually installed. These drawings shall be available at all times for inspection and shall be kept in a location designated by the Landscape Architect or the owner's representative. 3. The Contractor shall dimension from two permanent points of reference the location and changes of the following items ince uding but not limited to: a. Connections to existing water lines b. Connections to existing electrical power c. Gate valves d. Routing of pressure main line pipe e. Sprinkler control valves I. Routing of control and common wire g. Quick coupling valves h. Irrigation sleeve locations 1. Plant material substitution or layout changes 4. Before the date of the final inspection, the Contractor shall deliver the corrected "field record" set to the Landscape Architect who will use the information to create a clean set of "record drawings". All work shall be subject to approval by the Landscape Architect or the owner's representative and is subject to verification. Delivery of the "field record" set will not relieve the contractor of the responsibility of furnishing required information that may he omitted from the prints compiled at the site. The Landscape Architect will use the Information to produce: a. A clean set of record drawings which will be submitted to the City of Bakersfield as the official "Record Drawings" for the project. b. The Contractor shall stamp and sign each sheet to indicate "Record Drawings" as provided by contractor's representative. c Controller charts shall be produced from the final approved "Record Drawings" 6, Controller Charts: a. Provide one controller chart for each controller supplied and one electronic copy. b. The chart shall show the area controlled by each automatic controller and shall be reduced in size to an 11' X 17" of the approved "Record Drawings'. c. The chart shall be a blueline czalld print and a different color shall be used to indicate the area of coverage for each control valve station. d. When completed and approved, the charts shall be sealed by a plastic laminating process and spiral bound. The plastic laminating sheets shall be a minimum of 10 mil. thickness each. NOTE REFER TO SHEET L8 FOR CITY GENERAL NOTES. REFER TO SHEET L9 FOR IRRIGATION LEGEND & DETAILS. REFER TO SHEET L10 FOR IRRIGATION DETAILS, THIS IRRIGATION SYSTEM IS FOR BOTH NORTH & SOUTH SIDES OF THE ROAD FOR TRACT 7317. VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER I 10 VALVE SIZE I" DRIP�SYSTEM DESCRIPTION POINT -OF -CONNECTION •A WATER METER- 2" STATIC WATER PRESSURE- 60 P51 BACKFLOW PREVENTER- 2" RP BFP CONTROLLER- 26 STATIONS MAXIMUM FLOW DEMAND- 49.25 GENERAL IRIGAT'ION NOTES: I. I atalI rstanala as called our or debals wed as per specificadons_ 2. There shall be no tesetions or rubstirdiorilhout rhe aporaval of he City, dwelrper, and land s..., ... brief 3. Ali sp' k! sand vdvc dull b, iurr sled aerie, ... ed oovz ay,, aTh mluimum Deno overmbw Land: ape architect shag hve final approval. 4. C'unip t rwlocc, 'pp dumau and dor,rouncur,a, razaad. 5. All rogation line, vreey nativep ] soravic,dial hinsisted in s'bd 1 tojwc I ..... .No directorial ha.dges in in ..... shon"'ce hall be nstalled trader'now eat ca undscape fleas. Ali ale : hall a,anf mI fares la ,ebilbirlhe irrlgaimjjib,- Allaar sing localiens whl be iadlcat dl y thesthug "IR sI Chu face it the ran ... Is curb. Vc,,fycod, C,0 B. for appieved method and type. - 6- All rya -res shall be dusignzd for ptician Pritursasre, irriannon equipment surrobctal'Ci. Prost.. at each hard dal be v dila the opfl u n an, retained by nen ic,nown Z De -Iii, 'hollp rvdu relational "i", ro to rful"-l t (ona 11.-I a - show 1 dis,rocarnaterill, tins locationshall be approved by Recreation and ank Dinsoorat coast a landveapt onateracas d n he w,conah, for final eonneduoo. R Point Connection shallbe to erratic, at,. he, _o ,fr T yon pla ,sand plr nbar, Lau, for 1,... cxtt locutions. 9. r , 110111tor fall ball t II far, city norl annul . - r taiificu: ns in a sness, to... model 22SS ineln,cre V zly wth City1r6o,to hascialreto bramll ac par GOB -p ebiria aas lo.(haint f ted n abashed schedule daynot he farearte ( outriCzarshall h esprmadlc no nsteli all n atcr'els a, pv Thai II. All rotation i , sli be no,';Iid in idutoo, tactualb -andseek oupor,oild be installed in 10 d` SPP' dlign ir6 r alord readlPer C.OB) Enchb'.ld L. ,bar , hero bmrrlulto, d"at"ineoca bcaCon.Vrofyw jib coot for cxat.nnfigdrat'on. 12. Contractorsfali provide and ismali two hit vancswaxch valve. Com•ocroneiblak) and tire 1, second(wdl will be a space: One@lac)wire shall be used forth, dmater valva Venly with co n. 1 n I - -oh' ref, 3. C , t than P '1 d .4a11 iwunN t "'crun, rcac.Va;ty cn CO. c 1. coot a6uutionv. 14.ContraIn, tallpyrite add roull a schedule 10IV( asion adfull M,cto, salve si<a,the valve at well at,, fowl, n verify, tat (_O.6 burexaueo hgntaaoo_ 1, 15. Tbc d-vclopco shall be ner,dradil, fn ararring that any concrete firitings bom the adlacent block wall dr,en carrue, Ab tie anrIIdo der hetion fus ruscon and tandsrepe mater is 16. Come tree shall preen ire teal maal to at a min, of 125 PSI far (2) hunts To be rich tied by nil iv_]ac oubleser shall utilize - dsrund shag i rngation mainline and vire' Inc /coin, '.i arbaccutph e ere de'clopmedt finent, to ears,his any current or union -neurons ,strrr,, P2 oud , thr rvwcu ons prorairly afterth drag ad o dt Sh uldtleC torau, be acqaacdi YL. the c g fireor reavitar, firdis asisir, unction ryarno sk it br updated with illus, "an, n" .. araccutas part tithe erratic ico"et per the direction of the Cav'x Rearetllan and Perks D,norneet's ailwo,c advn I" TREE - yr 1"=20-0 DRAW N BY MER CHECKED BY JR t � Z I y 4 - -3qu ._ ..--' r : r GENERAL LANDSCAPE NOTES 1. Premium quality plant material is required for this project'. No plant material will be accepted for this project unless it meets or exceeds the upper end of lire industries standards for the sizes specified. All plant materials must be of excellent farm, size, health, and crown density_ Any plants that do not meet this standard will be rejected by the architect or the City representative. 2. 'frees shall be staked as per the details and specification 3. There shall be no substitutions or deletions from any plant materials without written approval from the landscape architect, the owner, and the City's representative. 4. 'The Developer shall conform to all City codes and requirements, including all inspections pertaining to this installation. 5. All landscape details shall be in accordance with C.U.B. standard details and as directed by the city engineer. 6. All trees shall be placed behind the title of sight as indicated on the plans. Verify, with the C.O.B. or landscape architect prior to construction or tree installation. 7. Prior to the final C OB. acceptance, the contractor shall apply a pre -emergent wed control as recommended by a certified pest control advisor and applied by a. certified pest advisor applicator. Contract the CO. Is. for verification of application. 8. Landscape areas widicam an adjacent wall al rear of landscape area shall have a concrete mow strip at the back of the landscape area. Refer to C.OB. standard detail. 9. Contractor shall install on all landscape micas a 2" layer of mulch: 2" redwood batt: chips supplied from a fresh water milt. Mulch shall be uniform in color and free from weeds, sawdust, seeds, constructive materials and splinters. Any dyed products will not be accepted. Contractor to provide C.O.R. simples for approval. 10. Quantities on the landscape legend may not be accurate; the developer shall be responsible to install all plant material as per the designed plans or as directed by the City's representative. 11. All trees under Utility lines are subject to change per C.0 13. 12. All plant material shall be inspected by the C.O.B. prior to planting. 3450 111 1 r. 7 "at; ;11 t �l d I \--IRRIGATION MAINLINE, TYP. 2" IRRIGATION MAINLINE, TYP. INSTALL WITHIN LANDSCAPE AREA INSTALL BETlIVEEN SIDEWALK & CURB WITHIN PROJECT C LANDSCAPEREA AS PER COB PLANTING D TAIL SHT L8. MAINTENANCE PERIOD NOTES 1. 'The contractor shall provide all labor, materials and equipment to perform work during the post -installment maintenance period, as specified herein including but not limited to: adequate watering of plant material and controlling weeds, rodents and other pests for a minnumn period of three hundred and sixty-five (365) days. 2- The contractor shall maintain the project on a continuous basis from the first day affair planting is completed, until final written acceptance by the City of Bakersfield Recreation & Parks Department. 3. Cost incurred due to damage or replacement during the post -installation maintenance period shall be the responsibility of the contractor. 4_ All areas including, but not limited to turf, groundeover areas, concrete walks and slabs shall be kept clean and free of weeds, litter, and debris. 5. Before weeds exceed two (2) inches in height, they shall be removed and disposed of off- site. Serious weeds pests (i.e. blackberry, nut sedge or bind weeds) shall be spot sprayed with a non-selective post -emergent herbicide as specified by a weed abatement company, and left in place for (7) seven days. Areas sprayed shall remain unwatered for a minimum of forty-eight (48) hours. Dead weeds shall be removed seven (7) days after application and disposed of off-site. 6. Constant diligence shall be maintained for the advent of diseases, insects, and/or rodent infestations and proper preventative or control measures taken. Should the City, during the maintenance period, discover (hill the Penns for the maintenance period as stated herein have not been strictly adhered to, then the days accruing toward completion of stud maintenance period will be terminated. 'Tile maintenance period will be extended one (1) day for each day the area is out of its maintenance period. After the area has been brought up to City standard, The City will require a rc-inspection by a City of Bakersfield Recreation and Parks representative. When the inspection is completed, and the area is in satisfactory condition, then, and only then, will the City re -accept the area in writing. 7. The contractor shall properly and completely maintain all parts of the irrigation system. S. The contractor shall provide for delivery of water in sufficient quantities and adjust water application to compensate for seasonal conditions. 9. it hree weeks prior to the conclusion of the maintenance period, the contractor shall contact the City's representative to perform a final inspection of work. Any removed plants not in satisfactory and healthy, condition from the site shall be replaced with material of Glee kind and size and in a manner specified for original planting. If the replacement plants do not represent a similar foliage representation of the original planted material, the contractor shall replace plants with next available up-sized container. All ground cover shall have a twelve (12") inch clearing from all structures including but not limited to: sidewalk areas, walls, fences, mow curbs, valve boxes, tree bases, shrubs, etc. 10. Before the start of the maintenance period. The contractor shall prepare and submit on a (new) set of blue line prints an "As Built" drawing. The drawings shall include all deviations from the original bid documents made during construction that affect the main lines, controller locations, remote control valves, quick -coupling valves, all sprinkler heads and all plant material. The drawings shall also indicate and show approved substitutions of size material and manufacturer's name and catalog numbers. Also, (2) sets of 11 X 17 laminated "As Built" with highlighted color coded irrigation reference chart and schedule, keys to the controller, and two quick coupler valve keys with gate valve hose bib attachment, shall be submitted to the City. 11. Before the start of the maintenance period, the Contractor shall submit all unialitcd invoices of said Rain Bird equipment to the City of Bakersfield Recreation & Parks representative for their Maxicom Dollar Fund. tt tt-00 • t tl� , do....-_.. O ■ A ,fi_ ■ LL ■ I ■ WALL AND 16' WIDE GATE AS APPROVED WALL CONSTRUCTION PLANS GENERAL RECORD DRAWING NOTES 1. The Contractor shall provide and keep up to date a complete "field record" set of blue line prints which shall be corrected daily indicating every change from the original drawings and specifications including exact locations, sizes, and kinds of equipment. These drawings shall also serve as work progress sheets and shall be the basis for measurement. This set of drawings shall be kept on the site and shall be used only as a field record set. 2. The Contractor shall make neat and legible annotations thereon daily as the work proceeds, showing the work as actually installed. These drawings shall be available at all times for inspection and shall be kept in a location designated by the Landscape Architect or the owner's representative. 3. The Contractor shall dimension from two permanent points of reference the location and changes of the following items ince uding but not limited to: a. Connections to existing water lines b. Connections to existing electrical power c. Gate valves d. Routing of pressure main line pipe e. Sprinkler control valves I. Routing of control and common wire g. Quick coupling valves h. Irrigation sleeve locations 1. Plant material substitution or layout changes 4. Before the date of the final inspection, the Contractor shall deliver the corrected "field record" set to the Landscape Architect who will use the information to create a clean set of "record drawings". All work shall be subject to approval by the Landscape Architect or the owner's representative and is subject to verification. Delivery of the "field record" set will not relieve the contractor of the responsibility of furnishing required information that may he omitted from the prints compiled at the site. The Landscape Architect will use the Information to produce: a. A clean set of record drawings which will be submitted to the City of Bakersfield as the official "Record Drawings" for the project. b. The Contractor shall stamp and sign each sheet to indicate "Record Drawings" as provided by contractor's representative. c Controller charts shall be produced from the final approved "Record Drawings" 6, Controller Charts: a. Provide one controller chart for each controller supplied and one electronic copy. b. The chart shall show the area controlled by each automatic controller and shall be reduced in size to an 11' X 17" of the approved "Record Drawings'. c. The chart shall be a blueline czalld print and a different color shall be used to indicate the area of coverage for each control valve station. d. When completed and approved, the charts shall be sealed by a plastic laminating process and spiral bound. The plastic laminating sheets shall be a minimum of 10 mil. thickness each. NOTE REFER TO SHEET L8 FOR CITY GENERAL NOTES. REFER TO SHEET L9 FOR IRRIGATION LEGEND & DETAILS. REFER TO SHEET L10 FOR IRRIGATION DETAILS, THIS IRRIGATION SYSTEM IS FOR BOTH NORTH & SOUTH SIDES OF THE ROAD FOR TRACT 7317. VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER I 10 VALVE SIZE I" DRIP�SYSTEM DESCRIPTION POINT -OF -CONNECTION •A WATER METER- 2" STATIC WATER PRESSURE- 60 P51 BACKFLOW PREVENTER- 2" RP BFP CONTROLLER- 26 STATIONS MAXIMUM FLOW DEMAND- 49.25 GENERAL IRIGAT'ION NOTES: I. I atalI rstanala as called our or debals wed as per specificadons_ 2. There shall be no tesetions or rubstirdiorilhout rhe aporaval of he City, dwelrper, and land s..., ... brief 3. Ali sp' k! sand vdvc dull b, iurr sled aerie, ... ed oovz ay,, aTh mluimum Deno overmbw Land: ape architect shag hve final approval. 4. C'unip t rwlocc, 'pp dumau and dor,rouncur,a, razaad. 5. All rogation line, vreey nativep ] soravic,dial hinsisted in s'bd 1 tojwc I ..... .No directorial ha.dges in in ..... shon"'ce hall be nstalled trader'now eat ca undscape fleas. Ali ale : hall a,anf mI fares la ,ebilbirlhe irrlgaimjjib,- Allaar sing localiens whl be iadlcat dl y thesthug "IR sI Chu face it the ran ... Is curb. Vc,,fycod, C,0 B. for appieved method and type. - 6- All rya -res shall be dusignzd for ptician Pritursasre, irriannon equipment surrobctal'Ci. Prost.. at each hard dal be v dila the opfl u n an, retained by nen ic,nown Z De -Iii, 'hollp rvdu relational "i", ro to rful"-l t (ona 11.-I a - show 1 dis,rocarnaterill, tins locationshall be approved by Recreation and ank Dinsoorat coast a landveapt onateracas d n he w,conah, for final eonneduoo. R Point Connection shallbe to erratic, at,. he, _o ,fr T yon pla ,sand plr nbar, Lau, for 1,... cxtt locutions. 9. r , 110111tor fall ball t II far, city norl annul . - r taiificu: ns in a sness, to... model 22SS ineln,cre V zly wth City1r6o,to hascialreto bramll ac par GOB -p ebiria aas lo.(haint f ted n abashed schedule daynot he farearte ( outriCzarshall h esprmadlc no nsteli all n atcr'els a, pv Thai II. All rotation i , sli be no,';Iid in idutoo, tactualb -andseek oupor,oild be installed in 10 d` SPP' dlign ir6 r alord readlPer C.OB) Enchb'.ld L. ,bar , hero bmrrlulto, d"at"ineoca bcaCon.Vrofyw jib coot for cxat.nnfigdrat'on. 12. Contractorsfali provide and ismali two hit vancswaxch valve. Com•ocroneiblak) and tire 1, second(wdl will be a space: One@lac)wire shall be used forth, dmater valva Venly with co n. 1 n I - -oh' ref, 3. C , t than P '1 d .4a11 iwunN t "'crun, rcac.Va;ty cn CO. c 1. coot a6uutionv. 14.ContraIn, tallpyrite add roull a schedule 10IV( asion adfull M,cto, salve si<a,the valve at well at,, fowl, n verify, tat (_O.6 burexaueo hgntaaoo_ 1, 15. Tbc d-vclopco shall be ner,dradil, fn ararring that any concrete firitings bom the adlacent block wall dr,en carrue, Ab tie anrIIdo der hetion fus ruscon and tandsrepe mater is 16. Come tree shall preen ire teal maal to at a min, of 125 PSI far (2) hunts To be rich tied by nil iv_]ac oubleser shall utilize - dsrund shag i rngation mainline and vire' Inc /coin, '.i arbaccutph e ere de'clopmedt finent, to ears,his any current or union -neurons ,strrr,, P2 oud , thr rvwcu ons prorairly afterth drag ad o dt Sh uldtleC torau, be acqaacdi YL. the c g fireor reavitar, firdis asisir, unction ryarno sk it br updated with illus, "an, n" .. araccutas part tithe erratic ico"et per the direction of the Cav'x Rearetllan and Perks D,norneet's ailwo,c advn RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign-corn 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PHASE 1,3&6 TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE -- S H E E T D E S C R I P T I O N SHRUB PLANTING PLAN & CITY NOTES R E V I S 1 0 N S S H E E T N U M B E R L8 OF 21 PROJECT NUMBER 18-407 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. 5�13!'I�1;It,3�-b DATE MAY 6, 2019 SCALE - 1"=20-0 DRAW N BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign-corn 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PHASE 1,3&6 TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE -- S H E E T D E S C R I P T I O N SHRUB PLANTING PLAN & CITY NOTES R E V I S 1 0 N S S H E E T N U M B E R L8 OF 21 PROJECT NUMBER 18-407 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. 5�13!'I�1;It,3�-b DATE 030" LINEAR LENGTH OF SCALE I"=20'-0" DRAWN BY MER. CHECKED BY JR WIRED IRRIGATION LEGEND O APPROVEDROVED WATERPROOF WIRE CONNECTORS, TYP. '- o VALVE IDENTIFICATION QTY SYMBOL MANUFACTURER MODEL NUMBER PSI RADIUS GPM DETAIL REF ros Maxx .I TAG ryy) �l �! _® PLASTIC VALVE BOX WITH F H T Q F 893 • RAINBIRD 1804 -SAM -PRS WITH HUNTER PCN -25 PRESSURE COMPENSATING NOZZLE 15-70 FLOOD 0.25 G/L6 U LOCKING LID „,any 1 it wSO FINISH GRADE/TOP OF 96 1 • RAINBIRD RWS-B-C-1401 ROOT WATERING SYSTEMEACH SYSTEM REPRESENTS 20 FLOOD 0.75 H/L6 ,x€ MULCH 1 (.5 GPM) RWS BUBBLER & (1) RB 1804 SAM PRE W/ HUNTER PCN -25 NOZZLE 96 RWS + 96 RVVS-5 TOTAL ©MASTER CONTROL T� L, VALVE PER IRRIGATION QTY SYMBOL MANUFACTURER MODEL NUMBER DETAIL REF LEGEND1 ® AVAILABLE AT SPECLINE# RB3ESP48LXMEF/ VITSB-22SS/RB91Q4603B/KCPCSA-LXMEF24/ KCP113GR + ESPLXMSM12 + ESPLXMSM1 A/L4 O PVC SCH 80 NIPPLE KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: (CLOSE) 3 SUPPLY 1. 12 STATION RAINBIRD ESP LXME SERIES IRRIGATION CONTROLLER O iW15ATM z ® PVC SCH 40 MALE 2. INSTALLED WITHIN MODEL#VITSB-22SS, STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. 1 2 ADAPTER 3. INSTALLED WITH MODEL#RB91Q4602B GPRS/CELLULAR NETWORK MODULE ° 9OPVC MAINLINE PIPE 4. INSTALLED WITH MODEL4KCPCSA-LXMEF24 SUB-ASSEMBLY/TERMINAL STRIP �* ` ""* "•" "�"•® s aPMff'�%�xMxkdec s@9 _� rieu �.��t rt,�eels 6 5. INSTALLED WITH MODEL#KCP113GR GROUNDING PACKAGE AVAILABLE AT (MODEL#KCPLXME-RG) RAIN SENSOR WITH VANDAL GARD "" �"�a.,•m,z, BRICK (1 OF 4) s ®®' 7 11 6" MIN. LAYER OF PEA 1 ® KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: HUNTER MINI-CLIK RAIN SENSOR B/L4 �.« •t 14 8 8 GRAVEL (2 CU.FT.) SUPPLY MOUNTED WITHIN HUNTER #SG -MC STAINLESS STEEL SENSOR GUARD ENCLOSURE. °� ""�`"'°'�'°'�"°""�NAO*"• 12 CONTROL WIRES FEBCO (MODEL#825Y) 2" RP BACKFLOW PREVENTER CSTY OF BAKIER51'TFT D "-x"' 13 SCH 80 PVC UNION 00a° °00°p�� 1 ® INSTALL 4" THICK CONCRETE PAD WITHIN STRONGBOX SBBC-45SS SMOOTH TOUCH BACKFLOW C/L4 vEralTs mx-i3rpgcys.raT, 9 00O o 0°0°�g 9 O °� O 14 EXTENSION LENGTH AS ENCLOSURE. INSTALL V.I.T. POLAR BEARIER #PBB-45 SLIP-ON INSULATING COVER. sz.aiNt.Tss .tvtcc `x�R° LAR AE o o 0 13°0°°0 REQUIRED AVAILABLE AT (MODE L#KCPFLOWCOM BO -150) MASTER CONTROL VALVE/ FLOW SENSOR COMBINATION. D&E/L4 L 7 1 1 15 LANDSCAPE FABRIC 10 1 My ! Fs KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: 5 SUPPLY 2" RAINBIRD PEB MASTER VALVE AND t5" RAINBIRD #FS150P FLOW SENSOR WITH PLASTIC TEE. �+ RR ! f� CONTROLLER %•,�\ MASTER CONTROL VALVE F/L4 4 N APOLLO (MODEL#122T)2.5"GATE VALVE AIRRIGATION w� SCALE: NTS 13 ® RAINBIRD (MODEL#PEB-PRS-D) PRESSURE REGULATING CONTROL VALVE - SIZE PER PLAN G/L4 SCALE: NTS INSTALL VIDY AND SCH 80 BALL VALVE ON MAINLINE SIDE & 1 SCH 80 UNION ON LATERAL SIDE (ALL VALVES) I. Ez EZ-FLO (MODEL#EZ05-HC) 5 GALLON CAPACITY FERTILIZING SYSTEM, INSTALL IN 36"x24"x24" VALVE BOX H/L4 A/L5 — AS APPROVED PVC PIPE SCH 40 MAINLINES TO BE USED FOR PIPES 2" AND SMALLER, SIZE PER PLAN 0 FINISHED GRADE IN TURF AREAS ® BRICK SUPPORTS 18" MINIMUM COVER 2 PLASTIC RECTANGULAR VALVE O PVC MAINLINE PIPE A L5 AS APPROVED SCH 40 PVC LATERAL LINE -12" MIN. COVER; SIZE PER PLAN - 3/4" MINIMUM SIZE O RAIN SENSOR AND VANDAL RESISTANT WITH LOCKABLE COVER. HEAT 0 LANDSCAPE FABRIC B/L5 F----- _� AS APPROVED PVC PIPE SCH. 40 SLEEVING, TWICE THE DIAMETER OF PIPE ENCLOSURE PER LEGEND BRAND "FS" ONTO LID. INSTALL WITH 30" MINIMUM COVER AT ROAD CROSSING 2O WIRE TO IRRIGATION CONTROLLER O FLOW SENSOR, PER IRRIGATION 11 PVC MAINLINE PIPE TO MASTER NO SYMBOL AS APPROVED IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L. APPROVED) O CONTROLLER ENCLOSURE- PER LEGEND LEGEND VALVE (NOT LESS THAN 10 PIPE O4 FINISHED GRADE IN SHRUB DIAMETERS) PER SPECS. AND #14 AWG CONTROL WIRES, #12 AWG COMMON WIRE, ROUTE WITH MAINLINE AREAS COLOR OF WIRES TO BE AS FOLLOW: 4 CONTROLLER- PER LEGEND 1 OS 24" WIRE LOOP PLAN. COMMON WIRE - WHITE 3 2 O POURED CONCRETE BASE- CONTROL WIRE - BLACK A&B/L6 O 45 DEGREE PVC MAINLINE WIRE - RED a-4. - - -SPARE PER DETAIL'A' ,THIS SHEET. FITTINGS NOTES: MASTER VALVE WIRE - BLUE J O6 FINISH GRADE INSTALL FLOW SENSOR PER THE O7 6" MIN. LAYER OF PEA GRAVEL FLOW SENSOR - PAIGE IRRIGATION SPEC# P7162D-A-REV8 MANUFACTURER'S RECOMMENDATIONS UNDERGROUND COMMUNICATION CABLE SHIELDED AND ARMOR 16 AWG/1 PAIR - (2CU.FT.) AND WIRE TO IRRIGATION CONTROLLER. MASTER VALVE & FLOW SENSOR SHALL BE INSTALLED IN 1" DIA. SCH 40 CONDUIT FROM THE VALVE BOXES TO IRRIGATION CONTROLLER C/L6 2 D&E/L5 NO SYMBOL 3M DBR/Y-6 WIRE CONNECTORS- INSTALL PER MANUFACTURER'S RECOMMENDATIONS 5 NO SYMBOL APPLIED VALVE BOX WITH DROP IN STYLE LOCKING LIDS; EACH BOX TO BE HEAT BRANDED WITH PROPER ID 'I=1 3 5 17 STANDARD RECTANGULAR SERIES 1015 1 G2 VALVE BOX FOR RCVS & FLOW SENSOR 2 ENGINEERING JUMBO RECTANGULAR SERIES 1320 1G2G VALVE BOX FOR MASTER VALVE &FLANGED GATE VALVES -_' mmr aarr�ran 1_�II Llii:. 6 2 9" ROUND SERIES 910E 1G2G VALVE BOX FOR NON -FLANGED GATE VALVES AND QUICK COUPLERS 111=III III III=III III III—II - F —10 PIPE DIA— FLOW- —5 PIPE DIA F/L5 NO SYMBOL N/A CONCRETE THRUST BLOCKS TO BE INSTALLED WHEREVER MAINLINE TEES OFF OR CHANGES DIRECTION 4 � RAINBIRD (MODEL#44LRC) QUICK COUPLER WITH TSJ-18 TRIPLE SWING JOINT. INSTALL WITHIN APPLIED ENGINEERING 9" ROUND VALVE BOX 1 a a 7 o D " eta°�Aovo 8 G/L5 1 120 V ELECTRICAL CONNECTION PROVIDED BY OTHERS 9 1 2" WATER METER FRONT VIEW 10 APPLIED VALVE BOX WITH DROP IN STYLE LOCKING LIDS; EACH BOX TO BE HEAT BRANDED WITH PROPER ID SENSOR rB�LE: �E� FLOW SENSOR 2 © ENGINEERING STANDARD RECTANGULAR SERIES 10151G2GVALVE BOX FOR SPARE WIRE NTAIN SCAS SCALE: NTS NOTE TO CONTRACTOR: IT IS THE CITY'S PEROGATIVE TO REQUIRE AN ADDITIONAL SHRUB BUBBLE HEAD TO EACH TREE ALONG WITH RWS DUE TO SOIL CONDITIONS 10 CONCRETE PAD- SIZE TO BE 6" LARGER THAN THE BFP ENCLOSURE ON ALL SIDESbaQ NOTE: 20 INSULATED BACKFLOW ENCLOSURE AS INDICATED IN LEGEND ITEMS 3, 4, 5, 6, 7 AND 8 ARE 30 EXISTING RP BACKFLOW PREVENTER AS INDICATED IN LEGEND INCLUDED WITH THE EZ-FLO SYSTEM. ITEM 11 IS 2 4 �4 BALL VALVE 2 •. " ° �(tI_�13 L II PURCHASED SEPARATELY. O LENGTH 5 50 GALV. NIPPLE 1 YHI� 6 IIIi3' ("MIN. 3 6 6 GALV. 90" ELL TYPICAL O FINISH GRADE -j- (Ij_ - `� -` s_. 1 i I 8 `IlF 7 WATER IN - CONNECT BLACK O 7 O GALV. UNION (TYPICAL) IIII O2 ROUND PLASTIC VALVE BOX - °` - 10 = 1' TUBE TO BLUE CONNECTIONS ( ) iv Z 8 8 GALV. NIPPLE TYPICAL 1 Q 3 GATE VALVE- MANUFACTURER Q xu,.+gzmnx.re�rsouanrswi v uba�re can wmwnwn. '°�6°" "x �1_(- ° 0 0 ° °° ° ON PROPORTIONING CAP AND ° ° ° ° ° OdJg III-' G: po Q o 8� °Rl ,ir 900 �b °p COUPLING �p0 =i' 9 9 FINISH GRADE V AND MODEL AS INDICATED IN 3 _k o �0�0 0000 00o GALVANIZED COUPLING SET R APPROVED EQUAL 4 , uamarnsz.cx�+,e«+•w 11 ® 1/4" TUBING CLAMP BOTH THE - r- - g 13 GREEN AND BLUE COUPLING - FLUSH WITH CONCRETE 10 O EXTENSION LENGTH -„,.„ate �”"� 3 12 14 TUBING CONNECTIONS i 1 (TYPICAL) AS REQUIRED. 7 5 +eze scm+wt€e0t a'ua®roax�n ews+x.axaw uwsears APPROVED 9 BACKFILL "- 1 1 PVC MALE ADAPTER TO O PVC MALE ADAPTER n_�M•M,� •mME,„a 1O FINISH GRADE =' IRRIGATION SYSTEM ,�,,m� •„R„ 'ffi "'' m"^'”' unrx,u+..axxavru"um ma�cww•Ja 10 PVC MAIN LINE TO VALVE O PLASTIC 30" L x 18" D 17" W 3u 12 12"x12"x12" CONCRETE © 6" MIN. LAYER OF PEA .. -.. x MANIFOLD THRUST BLOCKS a" GRAVEL (2 CU.FT.) 'c0 �: o x" °"° ° °° xac �we«�"¢�r. VALVE BOX & LOCKABLE COVER 11 EZ BALL VALVE COUPLING NOTES: 3 TO POINT OF CONNECTION 0 J 6 U7 IRRIGATION MAINLINE `�Obu se.-cm'.iax a,y.,�wes.sxwmurw�rem I " 3Q PROPORTIONING CAP WITH FEED CONNECTOR - INSTALL EVENLY COAT GALV. IRON FITTINGS ADAPT AS REQUIRED $ *° .4.�,",»v«tcwaG� ADJUSTMENT KNOB ACCORDING TO WATER FLOW EXPOSED TO SOIL AND CONCRETE WITH 8 LANDSCAPE FABRIC O ¢" " * • "^'..�.ro�"""u vuut�+aemw m.wxs.vs,.•,wa�. �.:r+c+c� exroteauwanr �om»a"eweF G EZ-FLO SHUT OFF VALVES DIRECTION ARROW 3M SCOTCHRAP PIPE PRIMER AND THEN 12 6" MIN. LAYER PEA GRAVEL WRAP WITH 3M SCOTCHRAP NO. 51 BLACK CITY OF BAKERSFIELDEvi61a' O EZ-FLO FERTILIZING SYSTEM PVC TAPE (3!4"OVERLAP) -Y u=raUsruxxLt+,Tzs e€aN'rtctx. an4'vra PER IRRIGATION LEGEND (2 CU. FT.) I" 6 FERTILIZER OUT CONNECT CLEAR 13 PVC MAIN LINE FROM BACK- L- FLOW PREVENTER J TUBE TO GREEN CONNECTIONS ON 14 LANDSCAPE FABRIC PROPORTIONING CAP AND COUPLING RP BACKFLOW PREVENTER��� GATE VALVE �r� REMOTE CONTROL VALVE %u1 EZ-FLO FERTILIZING SYSTEM I—I V SCALE: NTS r SCALE: V NTS NTS SCALE: NTS DATE MAY 6, 2019 SCALE I"=20'-0" DRAWN BY MER. CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE 1, 3 & 6 TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE S H E E T D E S C R I P T 1 0 N IRRIGATION DETAILS REVISIONS S H E E T N U M B E R L9 OF 21 PROJECT NUMBER 18-407 RIOS DESIGN STUDIO 6 NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA.. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. 15-'13 ifl 9>' f. 34 k� - - r IRRIGATION PLAN NOTES ">� d F ,61 ,�A ���«.. °��.� � „�, �;��""`�m"`""„'"` CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT BMW enz R= t4T EMIXWM%$EB�Li 4Rhift Sieh' 4 ri N +�Pa G6',xtt1HIF�9�.R @fffi4 NECESSARY TO FURNISH AND INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS, AS DESCRIBED IN THE SPECIFICATIONS, AND IN ACCORDANCE `�"�'"""""L1° .. WITH APPLICABLE CODES AND ORDINANCES. ,mes»m mwtxwmu..�anx;aa...0 �. 3arm � CAiLSi RN AEMPiMMA14GlLE` flWfi /�y evime�wae Si" :YZ�T-SCE 834RYPg1dtl@EY%SfXlf4#k1WR RClR rc0.'u .�. W bbe rtXpLAi'i[NFN3aW 1....>�s / RIRW 49hS1416MfR4tNMf�Y.ti� M1WM}Y.£1fR51 iL WXBR�iPYWAM[lYi sYR, � �� � �� DESIGN REFLECTS COMPLIANCE WITH CALIFORNIA STATE ASSEMBLY BILL 1881 ♦4mX3M1KVdFCN%1RERp�P � � BY'mRAMa£ .� avWtv„a✓ro+liffo- s (AB 1881) AND THE STATE'S MODEL ORDINANCE AND/OR THE LOCAL GOVERNING AGENCY'S ADOPTED WATER EFFICIENT LANDSCAPE ORDINANCE. axaeaatxam,rwwranro+xrx.: ,ws :� .,uM"`¢"DRAWINGS �n+naaen=rxADJUSTMENTS T ARE DIAGRAMMATIC. CONTRACTOR SHALL BE RESPONSIBLE FOR NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. wa� -I 1lS@O�+PA MY3 .R�xri��veroxxrea..areasa ^,� �� '�'.�s xcmPeew+n:aRma� CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR OPTIMUM PERFORMANCE IN ACCORDANCE WITH THE SPECIFICATIONS AND TO PREVENT vx crrr+ewaane rcareana.�arra. s'-� RCV .;^' rammwnPmuxa nan.wRwi ixVi "m 1RR;cnnoN CCNTROL VALVE Q %L � " " �a xza wxms OVERSPRAY ONTO HARDSCAPE AREAS OR STRUCTURAL ELEMENTS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT ACTUAL SITE ,Mmiwemww.+rm nwm s ra O VALVE BOX WITH LOCKABLE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO COVER � �- 4 r„ OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. COSTS " � " A O 2" BRANDING, PER THE -� INCURRED DUE TO ANY ADJUSTMENTS FOR 100% COVERAGE, INCLUDING aham+�sxsearsrheum+��n � «„ IRRIGATION SPECIFICATIONS. 3 4 O 3 CONTROLLER DESIGNATION .h o- "Y - x ` " THOSE REQUESTED BY THE DISTRICT'S AUTHORIZED REPRESENTATIVE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2 " O VALVE IDENTIFICATION - SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE (P.S.I.) AND A A G 5� MAXIMUM DEMAND (G.P.M.) AS SHOWN AT EACH POINT OF CONNECTION ON CITY OF A ERSFIFLD er'vesac�Ha O ROUND VALVE BOX WITHTHE DRAWINGS. CONTRACTOR SHALL VERIFY PRESSURE AND DEMAND AT xsTurs O O LOCKABLE COVER. CITY'OTBAKFE §FIELi7 Revs He EACH POINT OF CONNECTION PRIOR TO COMMENCING INSTALLATION AND xeNcua .hND tAc:T nxnra+.aNnrsxc,irn vuz.ranaFor eRicArloN nRousaxRannaa rens SUBMIT SUCH IN WRITING TO THE DISTRICT'S AUTHORIZED REPRESENTATIVE. CONTROL vnLve Pu° IF ANY DISCREPANCIES EXIST, THEY SHOULD BE BROUGHT TO THE IMMEDIATE L $ ATTENTION OF THE DISTRICT'S AUTHORIZED REPRESENTATIVE. PLAN VIEW EQUIPMENT SHOWN IN HARDSCAPE AREAS ARE FOR DESIGN CLARIFICATION AND BACKFILL VALVE BOX HEAT BRANDING �+ IRRIGATION HEADS ONLY AND SHALL BE INSTALLED WHENEVER POSSIBLE WITHIN PLANTED ATRENCHING CD)SCALE: /1 AREAS A REASONABLE, REACHABLE DISTANCE FROM HARDSCAPE. SCALE: NTS NTS V SCALE: NTS UNLESS OTHERWISE NOTED ON THE DRAWINGS, CONTRACTOR SHALL INSTALL WIRE AND PIPE UNDER HARDSCAPE AREAS IN P.V.C. SCHEDULE 40 SLEEVES PLACED PRIOR TO INSTALLING HARDSCAPE IN ACCORDANCE WITH APPLICABLE NOTES: CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE CODES. SERVICING THE VALVE. WHEREVER POSSIBLE, CONTROL WIRES SHALL OCCUPY THE SAME TRENCH L I 2. SET BOXES 1"ABOVE FINISH GRADE OR MULCH COVER IN GROUNDCOVER/ AS PIPES. q? SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA. O MULCH- INSTALL WHERE LOCATED IN SHRUB BEDS 3. SET RVC AND VALVE BOX ASSEMBLY IN GROUNDCOVER/SHRUB AREA EACH CONTROLLER SHALL HAVE ITS OWN INDEPENDENT GROUND WIRE/ 7 rra+ux <Pcnrsttv WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUNDCOVER DOES NOT EXIST ADJACENT TO LAWN. O FINISH GRADE 1 4 GROUNDING ROD. 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. O GRATED CAP 2 3 SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE T 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT O4 BUBBLER PER LEGEND BOXES. CONTRACTOR TO LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. (INCLUDED) AND EVERY 100' ON CENTER ALONG WIRE RUN. TAPE WIRE BUNDLES 10' ON 5 CENTER. NO TAPING WILL BE PERMITTED INSIDE SLEEVES. 6. IDENTIFY VALVE BOX WITH CONTROLLER LETTER AND VALVE NUMBER O CHECK VALVE (INCLUDED) ,aa„« Ni9��ct MXNnPP+'E49NCRML9YIS Jct' s USING 1 Y" - 2" LETTERING; HEAT BRANDED. © PATENTED STRATA ROOT SYSTEM WIRE CONNECTORS SHALL BE SCOTCH DBY/R-6 OR APPROVED EQUAL. O SWING JOINT (INCLUDED) CONTROL VALVES SHALL BE SIZED AS DESIGNATED ON THE DRAWINGS AND SHALL BE INSTALLED IN VALVE BOXES AS INDICATED IN THE DETAILS. BOXES P o ® PVC LATERAL PIPE SHALL BE SET FLUSH WITH THE FINISH GRADE OR SURFACE AND PERMANENTLY MARKED WITH THE LETTERS R.C.V. AND THE STATION NUMBER. atar»a u!: Wt4tiwA6&NmpR++T'*Y0"NAi,A CH swwmma�amm 12" 12" 12" ROUND VALVE BOX O PVC SCH 40 TEE OR ELL w�®pP 12"10" 10 ROOT INTRUSION BARRIER (INCLUDED) 7 THE BACKFLOW PREVENTION DEVICE INSTALLED IN THE PREVIOUS PHASE a,Pua2xacrx O 14"X19" RECTANGULAR INSTALL WITH FILTER FABRIC SLEEVE SHALL PROVIDE BACKFLOW PROTECTION TO THE POTABLE WATER SUPPLY. �tiwP� ooe g VALVE BOX o6®oa00000 CONTRACTOR SHALL INSTALL ANTI -DRAIN CHECK VALVES AS NECESSARY TO t w WA 5t{p+tksxneMYB+YNem xrP.91YRt4+tooa0000vv m� O 23"x 33" RECTANGULAR oaas0000Bo ae.o PREVENT LOW HEAD DRAINAGE. VALVE BOX ""PSgg.og CITY Or BAKERSFIELD 4 O2 EDGE WALK, 1 4 LAWN, 8 IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE ❑ern cs aoR er,s �raxa. urx�vv:r FENCE,, CURB, ETC. 9 10 AREA TO BE IRRIGATED UNLESS OTHEWISE DESIGNATED ON THE PLANS. raePNcattwc,s,ressirc.,a+man�ent BUBBLERS SHALL BE LOCATED ON OPPOSITE SIDES OF TREES TRUNK. ru.., L-3 PLAN VIEW SECTION o000 o ��o X01 SLEEVING �d VALVE BOX INSTALLATION ���TREE WATERING SYSTEM NTS C SCALE: NTS I -I SCALE: NTS 1 O LOW VOLTAGE WIRES, 3 MAXIMUM O WIRES PASS THROUGH GROOVES IN TUBE LID TO I 2 ALLOW LID TO CLOSE , w If Irrigation Pressure Calculation CLOSE TUBE LID AFTER WIRE IS INSERTED INTO Project Name Tract 7313 North Static Pressure: 60.00 TUBE I Sep -28-1 8 Max. GPM Demand 47.00 3 ® POLY TUBE PRE -FILLED WITH WATERPROOF GEL Units Size Type Description GPM Unit PSI Loss 4 5 LOCK TABS PREVENT WIRE REMOVAL ONCE O 0 w P raw>55 j w.�s > . 1 2" Disc Water Meter 47.00 01.70 CONNECTOR IS INSERTEDY' 1 L�� 1 2" Reduc. Pressure BFP 47.00 08.90 © SCOTCHLOK ELECTRICAL SPRING CONNECTOR.77, -�-'-� 1 2" Globe Master Valve 47.00 02.00 WIRES SHALL BE PRE -STRIPPED OF 1/2" OF THE 5 INSULATION PRIOR TO INSERTION INTO THE -b 1 1.5" PVC FLOW SENSOR 47.00 01.10 1 2' Brass Gate Valve 47.00 00.04 CONNECTIOR. TWIST CONNECTOR ONTO WIRES wz«mumPw ¢mew m 960 2-1/2" Sch. 40 Main Line 47.00 06.28 00 6 TO SEAT FIRMLY. 1 1-112" Plastic Control Valve 47.00 02.20 15 2" Sch. 40 Lateral Line 47.00 00.23 SCOTCHLOK CONNECTOR AND WIRES INSERTED „ aP.waw,w`wa�ers 123 1" Sch. 40 Lateral Line 13.00 04.80 INTO TUBE UNTIL THE CONNECTOR PASSES LOCK 1 �� 64 3I4" Sch_ 40 Lateral Line 08.00 0329 TABS Misc FittingsAllov✓ance 04_65 ' 0*e.�": Component Losses: 35.19 NOTE: xrrromzxs�nca�xia mcrnmxwxnaewxmewae WIRE CONNECTOR SHALL BEA 3M DBY-6 DIRECT BURY SPLICE KIT. " �z 4 x..aPemm�aevstam:Psutax PwvWe+zruwu E�u� Station #; #10 Min_ Req'r by Head: 20.00 Highest GPM System Elev. Loss/Gain : 00.00 KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE aa� - �' ` Total Pressure TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED 0 .56.19 81 Residual Pressure: 04.81 Pressure: PREFILLED WITH GELRc CITY OF )3Ai{ERSfiIELLk s s Set Pressure Regulating Valve at: 47.59 PSI DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT (2 - 3) #14 OR (2) #12 PRE -STRIPPED COPPER WIRES. LARGER WIRES OR GREATER nernn s FOR TriRUNT 6Tar9$ QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. ----� " THRUST BLOCKS WATERPROOF WIRE CONNECTION NTS T) C SCALE: NTS DATE MAY 6, 2019 SCALE 1"=20'-a' - DRAINN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE &DESIGN wwwAosclesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F 661.367.5284 PROJECT & CLIENT NAME PHASE 1, 3 8L 6 TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE - S H E E T D E S C R I P T I O N IRRIGATION DETAILS R E V I S I O N S S H E E T N U M BE R' L10 of 21 P R O J E C T N U M B ER 18-407 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA, O NOT PUBLISHED. ALL RIGHTS. RESERVED. ■ ■ "�� ■ �•� • • •�� ■ ■ LIMIT OF WORK „e, ■�■■■I ■ ■ _ 3 LAGIND D CONCRETE L17 WALK - 7 PAR DI _.-...._..._ --- I BOX __. L17 LAG IND RB + ; y r_ c I J cuR6 I 36" BOX 1 ft j f� if I t fi I )j ^ryt 3 LAU NOB r ■ of W j QRK t1� C MOW CURB f I L17 w 7 WALL AS APPROVED CONSTRUCTION PLA 24" BOX MULTI RB RB 1 I QUE SUB 1 24" BOX r, 'o ral I J LLJ m LLJ LLJ N LLJ J u E - - --- RB RB 3 QUE SUB _ 24" BOX 2 QUE SUB ' l 24" BOX X CO CRETE 3 LA NOB L17 WA K 24" BOX , i r WALL AS APPROVED WALL CONSTRUCTION PLANS INDEX MAP L RB = ROOT BARRIER DATE MAY 6,2019 SCALE I"='10'_0" DRAW N BY MER CHECKED. BY JR OUR RQI♦- RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661,835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE 1,38L6 TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE - SHEET DESCRIPTION TREE PLANTING PLAN R E V I S I O N S S H E E T NUM B E R Ll I OF 21 PROJECT NUMBER 18-407 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THEACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. - ® NOT PUBLISHED. ALL RIGHTS. RESERVED. 1 FD d„ 4 `3 8- 24" BOX MULTI R f 3/GNT�INETLINEr 550' SIGH ,y �l 33 k I I t I in k LIM►T N Wox 36" BOX RB RB r 3PARDM / t--- j ! B 2424�TI I 24" BOX LIMIT OF WORK _ 24" BOX RB RB RB _ . Lu DO _. ....... i w WALL AS 24" BOX MULTI t �J ✓ED WALL PLANS WALL AS APPROVED WALL CONSTRUCTION PLANS 1::E e 7z ' M �w I D , W _ V 24' BOX MULTI ' 3 QUE SUB 1 36" BOX K - --"" -- W DRAWNBY 24" BOX CHECKED BY B -- O__ - - Q r _ W W�� - -- � �'""'""` D CONCRETE _. _ ._ - — t 7 Lu J D CONCRETE i' �� Z1,17 WALK k 1U 5 t Q f} C t 3 LAU NOB j C 24" BOX WALL AS APPROVED WALL CONSTRUCTION PLANS 1::E e 7z ' M �w I D , W _ V 24' BOX MULTI ' � RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 ' PROJECT & CLIENT NAME PHASE 1, 3 & 6 TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE — S H E E T D E S C R I P T I O N TREE PLANTING PLAN R E V I S I O N S S H E E T N U M B E R L12 of 21 PROJECT NUMBER 18-407 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. DATE MAY 6, 2019 SCALE I"=220'_0" DRAWNBY .MER CHECKED BY JR � RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 ' PROJECT & CLIENT NAME PHASE 1, 3 & 6 TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE — S H E E T D E S C R I P T I O N TREE PLANTING PLAN R E V I S I O N S S H E E T N U M B E R L12 of 21 PROJECT NUMBER 18-407 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. UMlT soloomoo wow t 1 - ' E SUB 1 24" BOX 1• B--- "A i� � cA t YA PLANTING LEGEND .5 go I I cc CO — 1 o ■O WORK 000 O I IS _ ■ "" 5QUE SUB 24" BOX " B LLL w - w -" - L * " 11 ■ D CONCRETE L17 WALK WALL AND 16' GATE AS APPROVED WALL CONSTRUCTION PLANS 5 1 PAR DM 24" BOX MULTI ABBREV. BOTANICAL NAME COMMON NAME 0 TREES LAG IND LAGERSTOEMIA INDICA CRAPE MYRTLE 'MUSKOGEE' OLAU NOB LAURUS NOBLIS SWEET BAY 0 PAR DM PARKINSONIA'DESERT MUSEUM' PALO VERDE 0 QUE SUB QUERCUS SUBER CORK OAK SIZE QTY 24" BOX 15 24" BOX 32 MULTI 24" BOX 29 NOTE: "ALL TREES TO BE INSTALLED WITH ROOT GUARD, INSTALLED IN LINEAR FASHION. LINEAR PANELS TO BE 24" DEEP. 20' LONG PANEL TO BE INSTALLED CENTERED AT EACH TREE TRUNK. INSTALL ALONG BACK OF WALK AND ALONG THE PERIMETER WALL SIDE OF THE TREE. INSTALL PER DETAIL B, SHEET L8. WULCOS L L L L `TREES & SHRUBS WITHIN THE SIGHTLINES AND TREES OVER SIDEWALKS SHALL CONFORM TO CITY DETAIL T-15. SEE SHT L-6, DETAIL 'B' STREETSCAPE CALCULATIONS TOTAL LANDSCAPE SF TOTAL LANDSCAPE SQ. FT. ALONG STOCKDALE RANCH DRIVE- 10,208 SF TREE QUANTITY CALCULATIONS STOCKDALE RANCHDRIVE SOUTH 1890' LF. /35'= 54 STREET TREES 98 TREES DESIGNED 47 TREES EVERGREEN DATE MAY 6,2019 SCALE 1"=20'-0' DRAWN BY .MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE 1, 3 & 6 TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE - SHEET DESCRIPTION TREE PLANTING PLAN REVISIONS S H E E T N U M B E R L130F 21' PROJECT NUMBER 18-407 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. ® NOT PUBLISHED. ALL RIGHTS RESERVED.. 1.5--s1-1 0 G S 3�i, • N ROS OFF 1 GAL 1 GAL 5 GAL 1 5 GAL + + 1 21 RHA IND --- �= 5 GAL T r t �I 4 ROS ICE 5 GAL ■ -- 10 DIA REV 1 (- ) 1 GAL j ■ MIT_OF 14 COT 5 GA 21 1 DIA REV 29 CAL BJ 1 GAL 5 GAL --- """ " 5 ROS OFF 10 ...._ �_.-_.... p 1 GAL ._ ... ul Dp SIGN�uwom — — _......i ca ILLJ c) 11 1 LIG JAP 19 1 LEU FRU 5 1 RHA CAL U +1 5 GAL I 5 GAL 5 GAL 5 GAL WALL AS APPROVED CONSTRUCTION PLA ■ ■ ■■■� ■ ■ n LIMIT OF WORK --- --- '■��■■■n■�■■■�■■Nunn ■ LIMIT OF O m 20 ROS OFF - -{'1 LL1 / 1 GAL n _...._ _..... .... _ c; _....... e - .... .......... L -L. J O 3 T4 CAL 133— 550'SIGHTLINE J / .....__-._.—_. __......... ... _... . , Y _._ ___.... _- _ 5 GAL 21 RO OFF A 54 DIA REV 1 GAL 17 DATE l SCALE ,i f ' � t j JR 5 GAL WALL AS APPROVED CONSTRUCTION PLA ■ ■ ■■■� ■ ■ n LIMIT OF WORK --- --- '■��■■■n■�■■■�■■Nunn ■ LIMIT OF O m 20 ROS OFF - -{'1 LL1 / 1 GAL n _...._ _..... .... _ c; _....... e - .... .......... L -L. J O 3 T4 CAL 133— 550'SIGHTLINE J / .....__-._.—_. __......... ... _... . , Y _._ ___.... _- _ 5 GAL 21 RO OFF A 54 DIA REV 1 GAL 17 DATE MAY 6, 2019 SCALE 1"=20'.-9' DRAWN BY MER. CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.(iosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE I,3&6 TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE- SHEET DESCRIPTION SHRUB PLANTING PLAN REVISIONS SHEET NUMBER L14 of 21 PROJECT NUMBER 18-407 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTION$ OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA, 0 NOT PUBLISHED. ALL RIGHTS. RESERVED. -'7 2,1 1 e �- 1. 3 I �o waft F� Lu , 8 ROS OFF 1 GAL 15 CAL BJ Li , 5 GAL L-LiLug Z - - + + 12 LEU FRU - 5 GAL 1 5 RHA CAL 4 UG JAR 5 GAL ,.-, 15 GAL zi �ti if f a 3 1 5 GAL 1 1 GAL 7 1DIA REV + + 1 GAL 550' j 1 S�GNT��Nf i SIGH-TL r 11GAL 1j ,_ t 5 14 5 GAL \ (tom 5 GAEL + _.;. ii , + LIMIT ��� WORK '' F II , 5 GAL 1 GAL 13 1 LIG JAP 10 1 RHA CA 5 GAL 5 GAL RHA IND 5 GAL WALL AS APPROVED WALL CONSTRUCTION PLANS 559 5 GAL I&T-11111 5 GAL 5 GAL 11000 •0i'►% OsK Of 0000 000 OF LIMIT■■mom■■SOON■■�■■�■■� o _..__ �. - w _ WAS— ■ ■ — ■ ■ - 15 CAL BJ A ___ _ -i" O 5 GAL _ _.__ _.._ _ ..._ Lu V + + + _._._ _ + ®, 30 ROS OFF -" y _ m 1 GAL 14 ROS OFF 54 1 DIA REV" - - I LJ 1 GAL 1 GAL � _._- -__ y Lu . - - - i 5 GALR 16 L U V) W _ t U 25 RHA CAL f H , 5 GAL } Q � 12 LEU FRU j 1 , 11 RHA CAL 5 GAL 6 .i 5 GAL ; j ._1 AS APPROVED WALL TRUCTION PLANS DATE MAY 6, 2019 SCALE i 20'-0 DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE 8, DESIGN www.riosdesign:com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE 1, 3 & 6 TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE -- S H E E T D E S C R I P T 1 0 N SHURB PLANTING PLAN R E V I S I O N S SHEET NUMBER -L150 F 21 P R O J E C T N U M B E R 18-407. RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. ® NOT PUBLISHED. ALL RIGHTS RESERVED. S -731-j F4 I,34 -U i� o"ll �1M�T� .. ! -- ._ _. �_- � '( T /��• ■ —19 1 ROS OFF © = 11 CAL BJ r t1) 2 CAL BJ 5 GAL LLLL 'r + h 1 5 -_-��_ __.___ LL yo t. 17 ROS OFF + .. r 1 GAL a �� _ n � '" 14 LEU FRU 15 RHA CAL Lu — 5 GAL 5 GAL WALL AS APPROVED WALL Z r CONSTRUCTION PLANS J r, 13 RHA CAL Q 5 GAL 9 5 GAL O PEN HET PENSTEMON HETEROPHYLLUS PLANTING LEGEND GAL MARGARITA BOP O RHA CAL RHAMUS CALIFORNICA ABBREV. BOTANICAL NAME COMMON NAME SIZE QTY WULCOS IND SHRUBS 'ORIENTAL PEARL' O ROS o ALO BE ALOE 'BLUE ELF' BLUE ELF ALOE 1 GAL 0 L O CAL BJ CALLISTEMON VIMINALIS DWARF BOTTLEBRUSH 5 GAL 104 L 'BETTER JOHN' O COT DAM COTONEASTER DAMMERI LOWFAST COTONEASTER 5 GAL 43 L 'LOW FAST' 0 DIE BIC DIETES BICOLOR FORTNIGHT LILY 5 GAL 0 L O DIA REV DIANELLA REVOLUTA DWARF FLAX LILY 1 GAL 204 L 'LITTLE REV' O LEU FRU LEUCOPHYLLUM FRUTIESCENS TEXAS RANGER 5GAL 107 L 'COMPACTA' LIG JAP LIGUSTRUM JAPONICUM WAX LEAF PRIVET 5 GAL 24 L O PEN HET PENSTEMON HETEROPHYLLUS BEARDTONGUE 1GAL 0 L COFFEEBERRY 5 GAL 142 L INDIAN HAWTHORNE 5 GAL 134 M ICEBERG ROSE 5 GAL MARGARITA BOP O RHA CAL RHAMUS CALIFORNICA 147 L 'EVE CASE' (D RHA IND RHAPIOLEPIS INDICA 'ORIENTAL PEARL' O ROS ICE ROSA FLORIBUNDA 'ICEBERG' O ROS OFF ROSEMARINUS OFFICINALIS 'PROSTRATA' BEARDTONGUE 1GAL 0 L COFFEEBERRY 5 GAL 142 L INDIAN HAWTHORNE 5 GAL 134 M ICEBERG ROSE 5 GAL 12 M ROSEMARY 1 GAL 147 L i i9-� YiY.m wrrx flr z� onan elan w*N � tw�m'. '. t4t Ta ".e6x*bt�N�i1UGigN9, 17S MM� �. L YlbLh �� 9Hpa H t4% MIH. r-4 NNTOtt 13% Nwx, PLANT TlFihllAKW PLAN NO. PF i„° aveRtwffra wcF %x Dirt L-12 DATE MAY 6,2019 SCALE V=20 --O" D R A W N B Y MER CHECKED BY JR - RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE 1, 3 & 6 TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE -- S H E E T D E S C R I P T 1 0 N SHRUB PLANTING PLAN REVISIONS S H E E T NU M B ER L16 OF 21 PROJECT NUMBER 18-407 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED, ALL RIGHTS RESERVED. 1.5- - 3s rl p"o . 3 o- t. ITT OF BAKERS1 D17, AIL FORFFL AV]) UB P A*rrM C.O.B. PLANTING SECTIONS 1"=1'-0" NOTES 1. DETERMINE THE LENGTH OF THE MATERIAL REQUIRED FOR INSTALLATION. 2. CONTRACTOR CAN USE PANELS OR ROLLS TOGETHER. 3. PLACE MATERIAL IN TRENCH, DIRECTLY ADJACENT TO HARDSCAPE. BE SURE BARRIER EXTENDS ABOVE FINISH GRADE BUT REMAINS AT OR BELOW HARDSCAPE SURFACE SUCH AS SIDEWALK OR WALL. A- FINISH GRADE B- ROOT BARRIER - INSTALL ADJACENT TO CONCRETE CURB OR HARDSCAPE C- AMENDED SOIL NDS 24" DEEP ROOT BARRIER PER CONSTRUCTION LEGEND OR APPROVED EQUAL. LINEAR TR SCALE: NOTTOSCALE PLANTING PLAN NOTES CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL PLANT MATERIAL AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, STRUCTURAL IMPROVEMENTS AND HARDSCAPE SHALL BE INSTALLED PRIOR TO PLANTING OPERATIONS. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS. PLANT LIST ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND QUANTITIES BY PLAN CHECK. SAMPLES OF FERTILIZERS, ORGANIC AMENDMENT, SOIL CONDITIONERS, AND SEED SHALL BE SUBMITTED PRIOR TO INCORPORATION. CONTRACTOR SHALL FURNISH TO THE OWNER'S AUTHORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCH FURNISHED MATERIALS. LOCATIONS OF PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. AMENDMENTS, AS INDICATED IN THE SOILS REPORT SHOWN ON THE DRAWINGS, ARE BASED ON AGRICULTURAL SUITABILITY SOILS TESTS PERFORMED PRIOR TO GRADING AND WERE PRESENTED FOR BIDDING PURPOSES. IF NO SOILS REPORT EXISTS, CONTRACTOR SHALL PROPOSE ON AMENDMENTS AS STATED IN THE SPECIFICATIONS. CLIENT OR CONTRACTOR SHALL OBTAIN AGRICULTURAL SOILS TESTING AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION. TREES SHALL BE PLANTED NO CLOSER THAN TEN FEET (10') FROM UTILITIES. TREES PLANTED WITHIN FIVE FEET (5) OF HARDSCAPE OR STRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. SECTION 10 1" IN TURF AREA AND 2" IN SHRUB BED 20 CONCRETE MOW STRIP WITH Y2" RADIUS ALONG ALL EXPOSED EDGES O3 FINISH GRADE 4O #4 HORIZONTAL REBAR, CONTINUOUS - 3" CLEAR O5 NATIVE SOIL OR COMPACTED SUBGRADE © X" BITUMINOUS FELT EXPANSION JOINTS @ 20' O.C. MAX O7 SCORE JOINTS @ 5' O.C. I Tr. CONCRETE MOW CURB SGALE: 1"=1'-0" IF, DURING PLANTING OPERATIONS THERE SEEMS TO BE MINIMAL OR NO PERCOLATION IN PLANTING PITS, CONTRACTOR SHALL CEASE PLANTING OPERATIONS AND IMMEDIATELY NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE TO DISCUSS ALTERNATIVE TO MAINTAINING POSITIVE ROOTBALL DRAINAGE MEASURES. CONTRACTOR TO APPLY A 3" LAYER OF MULCH, AS APPLICABLE, IN ALL SHRUB AND GROUNDCOVER AREAS. MULCH SHALL BE A MINIMUM OF 1" REDWOOD BARK CHIPS SUPPLIED FROM A FRESH WATER MILL. MULCH SHALL BE UNIFORM IN ITS COLOR AND FREE FROM WEEDS, SAWDUST, SEEDS AND SPLINTERS. ANY DYED PRODUCT WILL NOT BE ACCEPTED. CONTRACTOR TO SUBMIT SAMPLES FOR APPROVAL PRIOR TO INSTALLATION. CONTRACTOR SHALL THOUROUGHLY MIX'AquaSmart PRO' MOISTURE RETENTION PRODUCT TO THE BACKFILL MIX IN THE PLANTING PITS OF ALL TREES, SHRUBS AND VINES. USE THE FOLLOWING RATES - 36" BOX- 5 CUPS 24" BOX- 2.5 CUPS 15 GALLON- 1 CUP 5 GALLON- 1/3 CUP 1 GALLON- 2 TABLESPOONS CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING HOLGANIX SOIL NOURISHING ROOT STIMULATOR CONCENTRATE TO ALL TREES AND SHRUBS, AS PART OF THE PLANTING PROCESS. 1. FOR 1 AND 5 GALLON PLANT MATERIAL, A ROOT DRENCH SHALL BE PERFORMED. THE CONTRACTOR SHALL SUBMERSE THE PLANT ROOT BALL IN HOLGANIX TREE AND SHRUB CONCENTRATE, AT FULL STRENGTH, UNTIL AIR BUBBLES STOP, THEN PROCEED WITH NORMAL PLANT INSTALLATION PROCESS. 2. FOR 24" BOX TREES, THE CONTRACTOR SHALL SPRAY THE PLANT PIT THOROUGHLY WITH HOLGANIX TREE AND SHRUB CONCENTRATE, AT FULL STRENGTH, THEN PLACE THE TREE IN THE PLANT PIT AND THOUROUGHLY SPRAY THE ROOTBALL WITH THE SAME CONCENTRATE BEFORE PROCEEDING TO ADD THE BACKFILL TO THE TREE PLANT PIT. REFER TO WWW.HOLGANIX.COM FOR LOCAL DISTRIBUTORS SOILS ANALYSIS & RECOMMENDATIONS April 4, 2018 Rios Design Studio Project - Tract 7317 Location - Stockdale Ranch Road The soil analysis reports is from Midwest Labs. The analysis and sample indicate a sandy loam texture. Organic values are very low. The nitrogen values are slightly low, phosphorus values and potassium values are high. Consider fertilizers low in P&K values. The pH value is 7.0. Ideal for all turf and ornamentals. Sodium and boron values good, and will not affect new plants. Complete site recommendations and rates for soil amending: A. Live Earth@ Humate Soil Conditioner - @ 500 lbs. per 1000 sq. ft. B. Live Earth@ Soil Conditioner wl Mg & Mn - @ 100 lbs. per 1000 sq. ft. C. Live Earth@ Back Nine @ - 25 lbs. per 1000 sq. ft. Spread all above products evenly after tilling, grading, and before planting. Drag or rake into the top 2-4 inches. Apply to all turf and planter areas. Water in thoroughly. Trees and Shrubs: Live Earth@ Humate Soil Conditioner- @ approx. 1 Ib. or 2 cups per gallon container. Blend with back fill 24" box - 25 lbs. 36'° box - 35 lbs. 48" box - 50 lbs. Maintenance 6 weeks after installation. Apply to all turf and ornamentals. Live Earth@ Back Nine- @ 12.5 lbs. per 1000 sq.ft- Apply and water in. Recommendations for maintenance program, will be correlative to the post soil analysis. Please call Todd Burns with any questions or concerns @ 661-978-7307 DATE MAY 6,2019 SCALE 1"=20'-0" DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NA PHASE 1, 3 & 6 TRACT 7317 STREETSCAPE BALFANZ HOMES, 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE — SHEET DESCRIPTION TREE PLANTING PLAN R E V I S 1 0 N S S H E E T N U M BE R L17 OF 21 PROJECT NUMBER 18-407 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED. I,s-73i'T 4Kv �'iA io A SNT GN WALL LOCATION A .S. BRICK FRAME AS PER APPROVED CIVIL 615 STOCKDALE RANCH ROAD _ 7 ( O C SIGN WALL F, iW j E , 1` C SIGN WALL TYRI ¢ TYP. U B SIGN WALL LOCATION B N.T.S. SCALE 1• • 20' 0• SIGN WALL ELEVATION N.T.S. SCALE- 1• • 20' - 0• SIGN PERMIT MUST BE REQUIRED BY BUILDING DEPARTMENT. PLEASE CONTACT PAT STOWE OF CITY OF BAKERSFIELD PLANNING DEPARTMENT 661-326-3679 14.4 SF. SIGN AREA. "MAGNOLIA" LETTERS ARE POWER -COATED BLACK ,8" HIGH "TW CEN MT" FONT ON AN ARCH, STAINLESS STEEL WALL ANCHORS (y' X 2 2") MINIMUM EVERY 6", MOUNTED TOP AND BOTTOM OF EACH LETTER, FLUSH TO WALL WITH EPDXY AND SHALL HAVE NO VOICE BETWEEN SIGN & WALL. CONTRACTOR TO SUBMIT SAMPLES TO OWNER FOR APPROVAL. ON LOWER HALF 12" HIGH "STOCKDALE RIVER RANCH" LOGO, IS TO BE ETCHED ON 12"x24"CORONADO FRENCH LIMSTONE- FRENCH WHITE COLOR WITH THIN OR BUTTJOINTS. COMMUNITY NAME TO BE ETCHED & GRAPHICS PAINTED WITH PANTONE BLACK C & PANTONE BLUE AS PER BOLTHOUSE PROPERTIES LOGO. CONTRACTOR TO SUBMIT SAMPLES TO OWNER FOR APPROVAL. INDEX SIGN MAP DATE MAY 6,2019 SCALE NTS DR A W N BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE 1, 3 & 6 TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE -- SHEET DESCRIPTION WALL SIGN PLAN R E V I S I O N S SHEET NUMBER L 18 OF 21 PROJECT NUMBER 18-407 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED, ALL RIGHTS RESERVED. 1,5- -231-1 eti s .3, t, IRRIGATION SYSTEM - AUTOMATIC A. GENERAL 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL THE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. 2. COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS WITH THE CONSTRUCTION OF SITE AMENITIES AND PLANTING. 3. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED BEFORE PLANTING OPERATIONS. 4, DRAWINGS ARE DIAGRAMMATIC AND SHALL BE ADJUSTED AS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. COSTS INCURRED DUE TO ANY ADJUSTMENT FOR COVERAGE, INCLUDING THOSE REQUESTED BY THE CITY RELATIVE TO THE LOCATION OF IRRIGATION HEADS AS SHOWN ON THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5, POINT OF CONNECTION (P.O.C.) AND OPERATING PRESSURE (P.S.I.) SHALL BE AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL VERIFY THE LOCATION AND SIZE OF WATER SOURCE, PSI, AND ELECTRICAL SUPPLY PRIOR TO COMMENCING INSTALLATION. IN CASE OF DISCREPANCY, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. B. QUALITY ASSURANCE 1. ALL LOCAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THE IRRIGATION SYSTEM ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS. HOWEVER, IF THESE SPECIFICATIONS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD OR LARGER SIZE THAN IS REQUIRED BY THE ABOVE RULES, REGULATIONS OR REQUIREMENTS, THESE SPECIFICATIONS AND THE DRAWINGS SHALL TAKE PRECEDENCE. 2. IN THE EVENT ANY EQUIPMENT OR METHODS INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN CONFLICT WITH APPLICABLE REGULATIONS, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY OR LANDSCAPE ARCHITECT IN WRITING PRIOR TO INSTALLATION. IN CASE OF DISCREPANCY, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. 3. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, AND RELATED OTHER EQUIPMENT, WHICH MAY BE REQUIRED. CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING THE WORK AND INSTALL A COMPLETE IRRIGATION SYSTEM WITHIN THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 4. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF LIABILITY UNDER THE PROVISIONS FOR GUARANTEES. C. MATERIALS LIST 1. WITHIN FIFTEEN (15) CALENDAR DAYS AFTER AWARD OF CONTRACT AND PRIOR TO INSTALLATION, THE CONTRACTOR SHALL SUBMIT TO THE CITY A LIST OF MATERIALS INCLUDING THE MANUFACTURER, DESCRIPTION, MODEL NUMBER AND INSTALLATION DATA. 2. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT PRIOR ACCEPTANCE MAY BE REJECTED AND SUCH MATERIALS REMOVED FROM THE SITE AT THE CONTRACTOR'S EXPENSE. D. PRODUCT DELIVERY, STORAGE AND HANDLING CONTRACTOR SHALL EXERCISE CARE IN HANDLING, LOADING, UNLOADING AND STORING OF IRRIGATION MATERIALS AND EQUIPMENT. E. PLASTIC PIPE 1. PLASTIC PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE INJECTION MOLDED; RIGID; UNPLASTICIZED POLYVINYL CHLORIDE (PVC); NSF APPROVED; OF HIGH TENSILE STRENGTH, CHEMICAL RESISTANT AND IMPACT STRENGTH; AND DEPENDING ON CLASS AND GRADE, CONFORM TO ASTM 2241 OR ASTM D-1785. 2. FITTINGS AND COUPLINGS SHALL BE THREADED PVC SCHEDULE 80 CONFORMING TO ASTM D-2464; OR SLIP -FITTING, TAPERED SOCKET, SOLVENT -WELD TYPE, PVC SCHEDULE 40 CONFORMING TO ASTM D-2466 OR PVC SCHEDULE 80 CONFORMING TO ASTM D-2467. 3. SOLVENT CEMENT AND PRIMER FOR RIGID PVC SOLVENT -WELD PIPE AND FITTINGS SHALL BE OF COMMERCIAL QUALITY, IAPMO APPROVED, CONFORMING TO ASTM D-2564. F. BRASS PIPE 1. BRASS PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE 86% RED BRASS, AMERICAN NATIONAL STANDARDS INSTITUTE, SCHEDULE 40 SCREWED PIPE, CONFORMING TO FEDERAL SPECIFICATIONS WW -P-351. 2. FITTINGS SHALL BE MEDIUM BRASS, SCREWED 125 POUND CLASS, CONFORMING TO FEDERAL SPECIFICATIONS WW -P-460. G. GALVANIZED PIPE 1. GALVANIZED STEEL PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASA SCHEDULE 40 MILD STEEL SCREWED PIPE. FITTINGS SHALL BE MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON. 2. ALL GALVANIZED PIPE AND FITTINGS INSTALLED BELOW GRADE SHALL BE PAINTED WITH TWO (2) COATS OF KOPPERS #50 BITUMASTIC, OR APPROVED EQUAL. PIPES MAY BE WRAPPED WITH AN APPROVED ASPHALTIC TAPE. H. UVR-PVC PIPE UVR-PVC PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE ULTRA -VIOLET RESISTANT, SCHEDULE 40 PVC PIPE. FITTINGS SHALL BE UVR-PVC FITTINGS. I. BACKFLOW PREVENTION UNIT BACKFLOW PREVENTION UNIT SHALL BE FACTORY ASSEMBLED AND SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL BACKFLOW PREVENTION UNIT AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. J. VALVE BOXES 1. GATE VALVES AND REMOTE CONTROL VALVES, EXCEPT FOR ANTI -SIPHON VALVES, SHALL BE INSTALLED BELOW GRADE AS INDICATED IN THE DETAILS ON THE DRAWINGS, IN LOCKABLE VALVE BOXES MANUFACTURED BY BROOKS, FRASER, AMETEK, OR APPROVED EQUAL. 2. VALVE BOX LIDS SHALL BE GREEN IN COLOR. GATE VALVES SHALL BE IDENTIFIED BY STAMPING "GV" ON THE VALVE BOX COVER. REMOTE CONTROL VALVES SHALL BE IDENTIFIED BY STAMPING "RCV" AND STATION NUMBER ON THE VALVE BOX COVER. 3. VALVE BOXES SHALL BE SET ONE INCH (1") ABOVE FINISH GRADE, WITH VALVES SET AT SUFFICIENT DEPTH TO PROVIDE APPROPRIATE CLEARANCE BETWEEN THE COVER AND VALVE. K. ISOLATION VALVES 1. ISOLATION VALVES (BALL) SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL ISOLATION VALVES AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. 2. THE OPERATING UNIT SHALL BE LINE -SIZED AND HAVE ANY ARROW CAST IN THE METAL INDICATING THE DIRECTION OF OPENING. VALVE SHALL CONFORM TO AMERICAN WATER WORKS STANDARDS. 3. ISOLATION VALVES SHALL BE DESIGNED TO PERMIT DISMANTLING TO REPLACE SEALING COMPONENTS WITHOUT REMOVAL OF THE VALVE BODY FROM THE PIPELINE. 4. ISOLATION VALVES SHALL BE INSTALLED WITH OPERATING NUTS. L. QUICK COUPLING VALVES QUICK COUPLING VALVES SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL QUICK COUPLER VALVES AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, WITH A MOLDED VINYL OR THERMOPLASTIC RUBBER LOCKING YELLOW COVER, COUPLER KEYS AND HOSE ELLS SHALL BE OF THE SAME MANUFACTURER AS THE VALVE. M. ANTI -DRAIN VALVES WHERE INDICATED ON THE DRAWINGS, AND AS NEEDED FOR FIELD CONDITIONS, ANTI -DRAIN VALVES SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. ANTI -DRAIN VALVES SHALL BE LINE -SIZED AND INSTALLED ON THE RISER DIRECTLY UNDER THE IRRIGATION HEADS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. N. REMOTE CONTROL VALVES REMOTE CONTROL VALVES SHALL BE SOLENOID ACTIVATED, OF THE TYPE, MANUFACTURER AND SIZE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL REMOTE CONTROL VALVES AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 0. CONTROLLERS AND WIRING 1. CONTROLLER SHALL BE OF THE TYPE AND MANUFACTURER AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL CONTROLLER AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. CONNECTIONS BETWEEN THE CONTROLLER AND THE REMOTE CONTROL VALVES SHALL BE MADE WITH DIRECT BURIAL SOLID COPPER WIRE. CONTROL WIRE SHALL BE #14 AWG, TYPE U.F., 600 VOLT. COMMON WIRE SHALL BE #12 AWG. WIRE SHALL BE PVC INSULATED OF SINGLE CONDUCTOR TYPE, UNDERGROUND FEEDER CABLE, U.L. APPROVED. 3. AS PRACTICAL, PILOT WIRES SHALL BE A DIFFERENT COLOR FOR EACH VALVE. COMMON WIRES SHALL BE WHITE WITH A DIFFERENT COLOR STRIPE FOR EACH AUTOMATIC CONTROLLER. 4. WIRE SHALL BE BURIED A MINIMUM OF EIGHTEEN INCHES (18") IN DEPTH AND WHENEVER POSSIBLE SHALL OCCUPY THE SAME TRENCH AS THE MAINLINE; BUNDLED AND SECURED TO IRRIGATION PIPELINES AT TEN FOOT (10') INTERVALS WITH PLASTIC ELECTRICAL TAPE, PROVIDING SUFFICIENT SLACK FOR EXPANSION AND CONTRACTION. 5. WIRE FOR SLOPE SYSTEMS SHALL BE INSTALLED IN A UVR PVC SLEEVE LAID ADJACENT TO THE ON -GRADE PIPES. 6. PROVIDE A SEPARATE GROUND WIRE FOR EACH CONTROLLER. 7. AN EXPANSION CURL SHALL BE PROVIDED WITHIN THREE FEET (3') OF EACH WIRE CONNECTION AND CHANGE OF DIRECTION, AND AT LEAST EVERY 100 FEET OF WIRE LENGTH ON LONGER RUNS. B. ALL SPLICES SHALL BE MADE WITH SCOTCH-LOK #3576 CONNECTOR SEALING PACKS, RAIN BIRD PEN-TITE, SEARS DS -400 WIRE CONNECTORS, 3M DBY WIRE SEALING PACKS, OR APPROVED EQUAL. USE ONE (1) SPLICE PER CONNECTOR SEALING PACK. WIRE SPLICES SHALL BE LOCATED IN PULL BOXES SET ONE INCH (1") ABOVE FINISH GRADE. 9. FIELD SPLICES BETWEEN THE CONTROLLER AND REMOTE CONTROL VALVES WILL NOT BE PERMITTED. 10. INSTALL A SPARE CONTROL WIRE OF A DIFFERENT COLOR ALONG ENTIRE MAINLINE. LOOP THIRTY-SIX INCHES (36") EXCESS WIRE INTO EACH SINGLE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES. P. IRRIGATION HEADS 1. IRRIGATION HEADS SHALL BE OF THE MANUFACTURER, SIZE, TYPE, AND RATE OF PRECIPITATION WITH THE DIAMETER (OR RADIUS) OF THROW, PRESSURE, AND DISCHARGE AS SPECIFIED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. RISER UNITS SHALL BE ORIENTED PERPENDICULAR TO THE FINISH GRADE WITH NIPPLES OF THE SAME SIZE AS THE RISER OPENING IN THE IRRIGATION HEAD. 3. SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM SHOWN ON THE DRAWINGS AND IN NO CASE EXCEED THE MAXIMUM SPACING RECOMMENDED BY THE MANUFACTURER, Q. INSTALLATION 1. PIPE SHALL BE CUT SQUARE AND THE ENDS REAMED OUT TO THE FULL INSIDE DIAMETER OF THE PIPE AND THOROUGHLY CLEANED OF DIRT, DUST AND MOISTURE BEFORE INSTALLATION, 2. PVC PIPE SHALL BE PROTECTED FROM TOOL DAMAGE DURING ASSEMBLY. PLASTIC PIPE WHICH HAS BEEN NICKED, SCARRED OR DAMAGED SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 3. PVC SOLVENT -WELD JOINTS SHALL BE MADE IN ACCORDANCE WITH ASTM D-2855. PIPE SHALL NOT BE EXPOSED TO WATER FOR TWENTY-FOUR (24) HOURS AFTER SOLVENT -WELD JOINTS ARE COMPLETED. 4. TRENCHES SHALL BE OF OPEN VERTICAL CONSTRUCTION TO APPROPRIATE DEPTHS AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. PVC PIPE SHALL BE LAID ON NATIVE GRADE OR CERTIFIED COMPACTED SUBGRADE, FREE OF ROCKS OR SHARP -EDGED OBJECTS AND SNAKED FROM SIDE TO SIDE IN THE TRENCH TO ALLOW FOR EXPANSION AND CONTRACTION, 5. TEFLON TAPE SHALL BE USED ON ALL THREADED PVC TO PVC AND ON ALL THREADED PVC TO METAL JOINTS. 6. BRASS PIPE AND FITTINGS SHALL BE ASSEMBLED USING TEFLON DOPE, APPLIED TO THE MALE THREADS ONLY. 7. GALVANIZED PIPE THREADS SHALL BE CUT WITH CLEAN, SHARP DIES, CONFORMING TO AMERICAN STANDARDS ASSOCIATION SPECIFICATION. MALE PIPE THREADS SHALL BE COATED WITH A NON-TOXIC, NON -HARDENING, NON -CORROSIVE JOINT COMPOUND. 8. GALVANIZED PIPE OR ULTRA -VIOLET RESISTANT (UVR) PVC INSTALLED ON GRADE SHALL BE ANCHORED AT INTERVALS NOT TO EXCEED TEN FEET (10'), WITH #4 REBAR, WITH A "J" HOOKED RADIUS. 9. RUBBER RING SEAL JOINT: A. USE FACTORY -MADE MALE END OR PREPARE FIELD -CUT MALE END TO EXACT SPECIFICATIONS OF FACTORY -MADE END. B. CAREFULLY CLEAN BELL OR COUPLING AND INSERT RUBBER RING WITHOUT LUBRICANT. POSITION RING CAREFULLY ACCORDING TO MANUFACTURERS RECOMMENDATIONS. C. LUBRICATE MALE END ACCORDING TO MANUFACTURERS RECOMMENDATIONS AND INSERT MALE END TO SPECIFIED DEPTH. USE HANDS ONLY WHEN INSERTING PVC PIPE. D. THRUST BLOCKS SHALL BE PROVIDED WHERE NECESSARY TO RESIST SYSTEM PRESSURE ON RING-TITE PIPE AND FITTINGS. BLOCKS SHALL BE CONCRETE AND THE SIZE SHALL BE BASED ON AN AVERAGE SOIL SAFE BEARING LOAD OF 1000 POUNDS PER SQUARE FOOT. E. FORM THRUST BLOCKS IN SUCH A MANNER THAT CONCRETE COMES IN CONTACT ONLY WITH THE FITTINGS. THRUST BLOCKS SHALL BE BETWEEN SOLID SOIL AND THE FITTING. 10. IRRIGATION LINES AND CONTROL WIRING SHALL BE INSTALLED UNDER PAVING IN SEPARATE PVC SCHEDULE 40 SLEEVES. SLEEVES SHALL BE INSTALLED WITH THE COVERAGE DEPTHS AS SPECIFIED HEREIN. 11. PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING OR HYDRAULIC DRIVING, EXCEPT THAT NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALTIC CONCRETE PAVEMENT. WHERE CUTTING OR BREAKING OF EXISTING PAVEMENT IS NECESSARY, OBTAIN PERMISSION FROM THE CITY BEFORE CUTTING OR BREAKING PAVEMENT AND THEN MAKE ALL NECESSARY REPAIRS AND REPLACEMENTS TO THE SATISFACTION OF THE CITY, AND AT NO ADDITIONAL COST TO THE CITY. 13. PROVIDE THE FOLLOWING MINIMUM COVERAGE (WHERE LINES OCCUR UNDER PAVED AREAS, THESE COVERAGE DEPTHS SHALL BE CONSIDERED BELOW SUBGRADE): PRESSURE MAINLINE 18" NON -PRESSURE LATERAL LINES 12" CONTROL WIRING 18" R. ADJUSTING AND TESTING THE SYSTEM 1. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS AND LABOR TO CONDUCT PIPELINE PRESSURE TESTS, COVERAGE TESTS AND OPERATIONAL TESTS. ALL TESTS SHALL BE MADE IN THE PRESENCE OF TH CITY PRIOR TO PLANTING OPERATIONS. TRENCHES SHALL NOT BE BACKFILLED UNTIL THE PIPELINE PRESSURE TESTS HAVE BEEN PERFORMED TO THE SATISFACTION OF THE CITY. 2. AFTER COMPLETION OF PIPELINE ASSEMBLY, PRIOR TO INSTALLATION OF TERMINAL FITTINGS, INCLUDING BUT NOT LIMITED TO REMOTE CONTROL VALVES AND QUICK COUPLER VALVES, ENTIRE SYSTEM SHALL BE THOROUGHLY FLUSHED TO REMOVE DIRT, SCALE OR OTHER DELETERIOUS MATERIAL. 3. WITH OPEN ENDS CAPPED, PRIOR TO INSTALLING VALVES, TEST PRESSURE SUPPLY LINES FOR SIX (6) HOURS AT 125 PSI. CENTER LOAD PVC PIPE WITH A SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND WHIPPING UNDER PRESSURE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY PORTIONS OF THE WORK TWENTY (24) HOURS IN ADVANCE FOR THE FOLLOWING INSPECTIONS; - SYSTEM LAYOUT - PRESSURE PIPELINE TESTS - COVERAGE TESTS - OPERATIONAL TESTS (PRIOR TO COMMENCING PLANTING OPERATIONS) 5. COVERAGE TEST SHALL DEMONSTRATE THAT EACH STATION AREA IS BALANCED TO PROVIDE UNIFORM AND ADEQUATE COVERAGE. 6. OPERATIONAL TEST SHALL DEMONSTRATE THE PERFORMANCE AND OPERATION OF ALL COMPONENTS OF THE CONTROLLER SYSTEM. REMOTE CONTROL VALVES SHALL BE PROPERLY BALANCED, HEADS ADJUSTED FOR COVERAGE AND SYSTEM SHALL BE WORKABLE, CLEAN AND EFFICIENT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY PORTIONS OF THE WORK THAT ARE NOT PROPERLY INSTALLED AND RETESTING UNTIL INSTALLATION HAS BEEN ACCEPTED BY THE CITY. S. BACKFILLING 1. BACKFILL MATERIAL SHALL BE FREE FROM LARGE CLODS, STONES, AND OTHER OBJECTIONABLE MATERIALS, EXCEEDING THREE INCHES (3") IN DIAMETER. 2. TRENCHES LOCATED UNDER AREAS WHERE PAVING OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH A SIX INCH (6") LAYER OF SAND BELOW THE PIPE AND THREE INCHES (3") ABOVE THE PIPE, AND COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE EARTHWORK SECTION. T. MATERIALS TO BE FURNISHED CONTRACTOR SHALL FURNISH THE CITY THE FOLLOWING MATERIALS AT THE END OF CONSTRUCTION, PRI TO THE POST -INSTALLATION MAINTENANCE PERIOD: TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINKLER AND VALVE SUPPLIED ON THE PROJECT. TWO (2) FIVE FOOT (5) VALVE KEYS FOR OPERATING ISOLATION VALVES. TWO (2) KEYS FOR EACH CONTROLLER. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVELS FOR EACH QUICK COUPLER VALVE INSTALLED. ONE (1) SET EACH APPROVED AS -BUILT AND RECORD DRAWINGS. TWO (2) SETS EACH APPROVED CONTROLLER CHARTS. U. AS -BUILT AND RECORD DRAWINGS 1. CONTRACTOR SHALL MAINTAIN AND KEEP UP TO DATE ONE (1) SET OF BLUELINES SHOWING THE "AS -BUILT" LOCATION OF MAJOR FEATURES OF THE PROJECT AND INDICATING CHANGES THAT MAY OCCUR DURING INSTALLATION. 2. PRIOR TO ACCEPTANCE OF THE WORK, CONTRACTOR SHALL FURNISH THE CITY WITH ONE (1) SET OF REPRODUCIBLE TRANSPARENCIES AS THE RECORD SET SHOWING THE AS -BUILT DATA, OF A QUALITY SATISFACTORY TO THE CITY. TRANSFER AS -BUILT DATA IN INK (NO BALL POINT PEN) AND ERADICATE OUTDATED ITEMS. 3. DIMENSION FROM TWO (2) PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT) THE LOCATION OF THE FOLLOWING ITEMS: POINT OF CONNECTION TO EXISTING WATER LINES. POINT OF CONNECTION TO EXISTING ELECTRICAL POWER. IRRIGATION VALVES. ROUTING OF IRRIGATION PRESSURE LINES (DIMENSIONS, MAXIMUM 100' ALONG ROUTE). REMOTE CONTROL VALVES. ROUTING OF CONTROL VALVES. QUICK COUPLING VALVES. OTHER RELATED EQUIPMENT AS REQUESTED BY THE CITY. 4. CONTRACTOR SHALL SUBMIT AS-BUILT/RECORD DRAWINGS TO CITY FOR REVIEW PRIOR TO COMPLETING CONTROLLER CHARTS. V. CONTROLLER CHARTS CONTRACTOR SHALL PROVIDE TWO (2) CONTROLLER CHARTS FOR EACH CONTROLLER SUPPLIED. THE CONTROLLER CHARTS SHALL SHOW THE AREA CONTROLLED AND SHALL BE THE MAXIMUM SIZE WHICH THE CONTROLLER DOOR WILL ALLOW. THE CONTROLLER CHARTS SHALL BE A PHOTOGRAPHIC PRINT WITH A DIFFERENT COLOR INDICATING THE AREA OF COVERAGE FOR EACH STATION. WHEN COMPLETED AND APPROVED, THE CONTROLLER CHARTS SHALL BE HERMETICALLY SEALED BETWEEN TWO (2) PIECES OF TRANSPARENT PLASTIC, EACH BEING A MINIMUM OF TWENTY (20) MILS THICK. W. OPERATION AND MAINTENANCE MANUALS PREPARE AND DELIVER FOUR (4) INDIVIDUALLY BOUND COPIES OF THE OPERATION AND MAINTENANCE MANUAL TO THE CITY AT LEAST TEN (10) CALENDAR DAYS PRIOR TO ACCEPTANCE OF THE WORK. THE MANUAL SHALL INCLUDE DESCRIPTIVE MATERIAL OF EQUIPMENT INSTALLED AND SHALL BE IN SUFFICIENT DETAIL FOR MAINTENANCE PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. EACH COMPLETE, BOUND MANUAL SHALL INCLUDE THE FOLLOWING: INDEX SHEETS STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF LOCAL MANUFACTURERS REPRESENTATIVES. CATALOG AND PARTS SHEETS ON ALL MATERIAL AND EQUIPMENT INSTALLED. GUARANTEE STATEMENT. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS. DATE MAY 6,2019 SCALE .NIA DRAWN BY MER CHECKED BY JR v RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE 1,3&6 TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE -- SHEET DESCRIPTION IRRIGATION SPECIFICATIONS R E V I S I O N S S H E E T N U M B ER 9 of 21 P R O J E C T N U M B E R 18-a07 RIGS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA, O NOT PUBLISHED. ALL RIGHTS RESERVED. I <�--)`%C7 197 1 31 Q, X. GUARANTEE 1. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND EQUIPMENT FOR ONE (1) YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. SHOULD ANY TROUBLE DEVELOP WITHIN THE TIME SPECIFIED DUE TO INFERIOR OR FAULTY MATERIALS OR WORKMANSHIP, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS INCURRED DUE TO REPAIR AND REPLACEMENT. 2. SAMPLE GUARANTEE TO BE PROVIDED TO CITY: GUARANTEE FOR IRRIGATION SYSTEM WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM FURNISHED AND INSTALLED IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE CITY. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE CITY. WE AUTHORIZE THE CITY TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. PROJECT: LOCATION: SIGNED: CONTRACTOR ADDRESS: Y. CERTIFICATE OF COMPLIANCE ELEMENTS 1. IRRIGATION SCHEDULING - a. ALL IRRIGATION SCHEDULES SHALL BE DEVELOPED, MANAGED AND EVALUATED TO UTILIZE THE MINIMUM AMOUNT OF WATER REQUIRED TO MAINTAIN PLANT HEALTH. b. IRRIGATION SCHEDULES SHALL INCORPORATE THE USE OF EVAPOTRANSPIRATION DATA SUCH AS THOSE FROM THE CALIFORNIA INFORMATION MANAGEMENT INFORMATION SYSTEM (CIMIS) WEATHER STATIONS OR SOIL MOISTURE MONITORING SYSTEMS TO APPLY THE APPROPRIATE LEVELS OF WATER FOR DIFFERENT CLIMATES. c. OVERHEAD IRRIGATION SHALL BE SCHEDULED,TO RUN BETWEEN 8:00 PM AND 10:00 AM. IF ALLOWABLE HOURS OF IRRIGATION DIFFER FROM LOCAL RETAIL WATER PURVEYOR, THE STRICTER OF THE TWO SHALL APPLY. d. USING AN APPROPRIATE CONTROLLER, AN ANNUAL IRRIGATION PROGRAM WITH MONTHLY IRRIGATION SCHEDULES SHALL BE DEVELOPED AND SUBMITTED FOR EACH OF THE FOLLOWING: - THE PLANT ESTABLISHMENT PERIOD. - THE ESTABLISHMENT LANDSCAPE. - TEMPORARILY IRRIGATED AREAS. 2. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE - a. LANDSCAPES SHALL BE MAINTAINED TO ENSURE WATER USE EFFICIENCY. b. A REGULAR MAINTENANCE SCHEDULE SHALL BE SUBMITTED WITH THE CERTIFICATE OF COMPLIANCE. THE MAINTENANCE SCHEDULE SHALL INCLUDE ROUTINE INSPECTION, ADJUSTMENT, AND REPAIR OF THE IRRIGATION SYSTEM AND ITS COMPONENTS, CONDUCTING WATER AUDITS, AERATING AND DETHATCHING TURF AREAS, REPLENISHING MULCH, FERTILIZING; PRUNING AND WEEDINGIN ALL LANDSCAPE AREAS. c. REPAIR OF ALL IRRIGATION EQUIPMENT SHALL BE DONE WITH ORIGINALLY SPECIFIED COMPONENTS OR THEIR EQUIVALENTS. d. OVERALL LANDSCAPE MAINTENANCE PRACTICES SHALL BE SUSTAINABLE AND ENVIRONMENTALLY FRIENDLY. 3. LANDSCAPE IRRIGATION AUDITS AND AUDIT SCHEDULES - a. ALL LANDSCAPES IRRIGATION AUDITS SHALL BE IN ACCORDANCE WITH "THE IRRIGATION ASSOCIATION CERTIFIED LANDSCAPE IRRIGATION AUDITOR TRAINING MANUAL" b. ALL LANDSCAPE IRRIGATION AUDITS AND AUDIT REPORTS SHALL BE CONDUCTED BY A CERTIFIED LANDSCAPE IRRIGATION AUDITOR. c. LANDSCAPE IRRIGATION AUDIT SHALL BE CONDUCTED EVERY 5 YEARS AND AUDIT REPORT SHALL BE SUBMITTED TO LOCAL AGENCY. END OF SECTION A. GENERAL 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR THE INSTALLATION OF PLANT MATERIAL AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. 2. CONTRACTOR SHALL COORDINATE PLANTING WITH OTHER SITE IMPROVEMENTS. UNLESS OTHERWISE SPECIFIED, STRUCTURAL IMPROVEMENTS SHALL BE INSTALLED PRIOR TO PLANTING OPERATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STAKING EXISTING SEWER, WATER AND UTILITY LINES ABOVE OR BELOW GRADE THAT MIGHT BE DAMAGED AS A RESULT OF PLANTING OPERATIONS. CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE AND FOR REPLACEMENT OF AFOREMENTIONED UTILITIES. 4. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS, AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS. 5, SAMPLES OF FERTILIZERS, SOIL CONDITIONERS, SEED, OR OTHER MATERIALS SHALL BE SUBMITTED TO CITY/OWNER FORTY-EIGHT (48) HOURS PRIOR TO INCORPORATION IN THE WORK. 6. AN AGRICULTURAL SUITABILITY AND FERTILITY ANALYSIS SOILS REPORT SHALL TAKE PRECEDENCE OVER THESE SPECIFICATIONS. B. PLANT MATERIAL QUALITY 1. PLANT MATERIAL SHALL BE IN ACCORDANCE WITH THE STATE DEPARTMENT OF AGRICULTURE'S REGULATIONS FOR NURSERY INSPECTIONS, RULES AND GRADING. ALL PLANTS SHALL BE OF NO. 1 GRADE AND HAVE A NORMAL HABIT OF GROWTH, AND SHALL BE SOUND, HEALTHY, VIGOROUS AND FREE OF INSECT INFESTATIONS, PLANT DISEASES, SUN SCALDS, FRESH BARK ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS. ALL PLANTS SHALL HAVE A NORMAL, WELL-DEVELOPED BRANCH SYSTEM AND VIGOROUS AND FIBROUS ROOT SYSTEM WHICH IS NOT ROOT BOUND AND IS FREE OF KINKED OR GIRDLING ROOTS. 2. NURSERY GROWTH STOCK SHALL BE SELECTED FROM HIGH QUALITY, WELL -SHAPED STOCK, GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE PROJECT LOCALE. MINIMUM ACCEPTABLE SIZE OF PLANTS AS INDICATED IN THE DRAWINGS SHALL CORRESPOND WITH THAT NORMALLY EXPECTED FOR THE SPECIES AND VARIETY OF COMMERCIALLY AVAILABLE NURSERY STOCK. 3. WHERE APPLICABLE, CALIPER SHALL BE THE DIAMETER OF THE TRUNK ONE FOOT (1') ABOVE THE GROUND SURFACE. 4. OVERSIZE PLANTS MAY BE USED IF NOT ROOT BOUND, BUT SHALL NOT INCREASE THE CONTRACT PRICE. UP TO TEN PERCENT (10%) OF UNDERSIZED PLANTS IN ANY ONE (1) VARIETY AND GRADE MAY BE USED; PROVIDED THEY ARE LARGER THAN THE AVERAGE SIZE OF THE NEXT SMALLEST GRADE. 5. SCIENTIFIC AND COMMON NAMES CONFORM TO CUSTOMARY NURSERY USAGE. 6. TYPES AND SIZES OF PLANT MATERIALS SHALL BE AS INDICATED ON THE DRAWINGS. QUANTITIES SHOWN ARE A GUIDE ONLY, CONTRACTOR SHALL VERIFY QUANTITIES BY PLAN CHECK. 7. THE CITY RESERVES THE RIGHT TO REFUSE OR REJECT ANY UNSUITABLE PLANT MATERIAL. UNSUITABLE PLANTS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED AT THE CONTRACTOR'S EXPENSE. REPLACEMENT PLANTS SHALL BE THE SAME SPECIES, VARIETY, SIZE AND CONDITIONS AS SPECIFIED. 8. PRUNING OF PLANT MATERIALS SHALL NOT BE DONE PRIOR TO DELIVERY. AFTER PLANTING, PRUNING SHALL BE LIMITED TO THE MINIMUM NECESSARY TO REMOVE INJURED TWIGS AND BRANCHES, DEAD WOOD AND SUCKERS. 9. PLANT MATERIAL IS SUBJECT TO SUBSTITUTION BASED UPON AVAILABILITY. SUBSTITUTED MATERIAL SHALL BE APPROVED IN ADVANCE BY THE CITY. C. FERTILIZERS 1. FERTILIZERS SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF THE STATE AGRICULTURAL CODE AND SHALL BE PACKAGED, FIRST GRADE, COMMERCIAL QUALITY PRODUCTS IDENTIFIED AS TO SOURCE, TYPE OF MATERIAL, WEIGHT AND MANUFACTURER'S GUARANTEED ANALYSIS. FERTILIZERS SHALL NOT CONTAIN TOXIC INGREDIENTS IN QUANTITIES HARMFUL TO HUMAN, ANIMAL, OR PLANT LIFE. WHEN REQUESTED, CONTRACTOR SHALL FURNISH THE CITY WITH CERTIFICATE OF COMPLIANCE STATING THAT THE MATERIAL SUBSTANTIALLY MEETS THE SPECIFICATIONS. 2. COMMERCIAL FERTILIZER SHALL BE A PELLETED, BEADED, OR GRANULAR PRODUCT HAVING THE CHEMICAL ANALYSIS SPECIFIED HEREIN AND SHALL BE FREE-FLOWING MATERIAL DELIVERED IN ORIGINAL UNOPENED CONTAINERS. USE OF MATERIAL WHICH BECOMES CAKED OR OTHERWISE DAMAGED SHALL NOT BE PERMITTED. 3. ORGANIC BASE FERTILIZER SHALL BE COMPRISED OF DECOMPOSED ANIMAL, FISH AND VEGETABLE MATTER WITH HUMIC ACIDS AND A BACTERIAL STIMULANT, MANUFACTURED AS LIVE EARTH FIRST GREEN 531 BY LIVE EARTH PRODUCTS. CONTACT TODD BURNS AT (661) 978-7307. D. AMENDMENTS 1. NITROGEN STABILIZED ORGANIC AMENDMENT SHALL BE A GROUND OR PROCESSED WOOD PRODUCT DERIVED FROM WOOD OF REDWOOD, FIR OR CEDAR, TREATED WITH A NON-TOXIC AGENT TO ABSORB WATER QUICKLY. NITROGEN CONTENT, BASED ON DRY WEIGHT, SHALL BE 0.5% FOR REDWOOD AND 0.7% FOR FIR AND CEDAR. IRON CONTENT, BASED ON DRY WEIGHT, SHALL BE 0.1%. PINE SAWDUST IS NOT ACCEPTABLE. 2. WHEN REQUESTED, CONTRACTOR SHALL FURNISH THE CITY WITH A DELIVERY RECEIPT AND CERTIFICATE OF COMPLIANCE STATING THAT THE MATERIAL SUBSTANTIALLY MEETS THE SPECIFICATIONS, E. TOPSOIL 1. TOPSOIL SHALL CONSIST OF FERTILE, FRIABLE SOIL OF LOAMY CHARACTER, AND SHALL CONTAIN AN AMOUNT OF ORGANIC MATTER NORMAL TO THE AREA. IT SHALL BE REASONABLY FREE FROM WEEDS, REFUSE, ROOTS, HEAVY OR STIFF CLAY, STONES LARGER THAN ONE INCH (1") IN DIAMETER, STICKS, BRUSH, LITTER AND OTHER DELETERIOUS SUBSTANCES, TOPSOIL MAYBE OBTAINED FROM THE SITE IF APPROVED BY THE CITY. 2. WHEN REQUIRED, IMPORTED TOPSOIL SHALL BE SUBJECT TO INSPECTION AND TESTING AT THE SOURCE OF SUPPLY PRIOR TO DELIVERY TO THE PROJECT. F. MATERIAL DELIVERY AND INSPECTION 1. PLANT MATERIAL SHALL BE DELIVERED WITH LEGIBLE IDENTIFICATION LABELS, HANDLED AND STORED ADEQUATELY TO MAINTAIN A HEALTHY CONDITION, PROTECTING THEM FROM DRYING OUT, WINDBURN OR ANY OTHER INJURY. 2. INSPECTION OF PLANT MATERIALS REQUIRED BY CITY, COUNTY, STATE OR FEDERAL AUTHORITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. WHEN REQUESTED, CONTRACTOR SHALL FURNISH COPIES OF SUCH PERMITS OR CERTIFICATES TO CITY. G. SOIL PREPARATION (TURF AND GROUND COVER AREAS) 1. FERTILIZING AND CONDITIONING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT AGRICULTURAL SUITABILITY REPORT. 2. IF AN AGRICULTURAL SUITABILITY REPORT IS NOT AVAILABLE, THE FOLLOWING AMENDMENTS, OR APPF EQUAL, SHALL BE MECHANICALLY SPREAD AND UNIFORMLY CULTIVATETHE FOLLOWING INTO THE SOIL. HUMATE SOIL CONDITIONER 45% HUMIC ACID IN GRANULIZED FRILLED FORM. (STABLE COMPOST) OR PASSIVE ORGANIC OMRI LISTED -APPLY 4 TONS PER ACRE OR 150-200 LBS PER 1000 SQ. FT. NO TILLING REQUIRED, RAKE OR DRAG INTO TOP 3-6 INCHES. LIVE EARTH 8-2-4 PRODUCT- NUTRIENT PAK WITH HUMATE AND IRON -APPLY Y2 TON PER ACRE OR 20 LBS PER 1000 SQ. FT. NO TILLING REQUIRED, RAKE OR DRAG INTO TOP 3-6 INCHES. COMPOST MATERIAL- NITRA FIR OR A GREEN WASTE PRODUCT. APPLY 2 TONS PER ACRE. THIS PRODUCI SHOULD BE APPLIED IN CONJUNCTION WITH ABOVE PRODUCTS. AGRICULTURAL GYPSUM- APPLY 1 TON PER ACRE, APPLY WITH ABOVE PRODUCTS. 3. RESULTING SOIL SHALL BE CLEAN. IN A FRIABLE CONDITION AND SUITABLE FOR PLANTING. H. WEED ABATEMENT OPERATIONS 1. THE IRRIGATION SYSTEM AND FINISH GRADE SHALL BE COMPLETED PRIOR TO WEED ABATEMENT OPERATIONS. 2, CONTRACTOR SHALL OPERATE THE IRRIGATION SYSTEM TO KEEP PLANTING AREAS UNIFORMLY MOIST FOR A PERIOD OF THREE (3) WEEKS (21 CONSECUTIVE CALENDAR DAYS). AT THE END OF THE THREE (3) WEEK PERIOD, CONTRACTOR SHALL SPRAY ALL VISIBLE WEEDS WITH A CONTACT HERBICIDE. APPLICATION METHOD SHALL BE AS RECOMMENDED BY MANUFACTURER, AFTER SPRAYING, PLANTING AREAS SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. REMOVE WEEDS FROM SITE. 3. WATER SEVEN (7) ADDITIONAL CONSECUTIVE CALENDAR DAYS FROM THE FIRST APPLICATION, AND APPLY A CONTACT HERBICIDE AS MAY BE NECESSARY. AFTER SECOND SPRAYING, WATER SHALL NOT BE APPLIED FOR AN ADDITIONAL FORTY-EIGHT (48) HOUR PERIOD. APPLICATIONS SHALL CONTINUE AT SEVEN (7) DAY INTERVALS AS DETERMINED BY THE CITY. 4. CONTRACTOR SHALL APPLY SPRAY CHEMICALS WHEN AIR CURRENTS ARE STILL, PREVENTING DRIFTING ONTO ADJOINING PROPERTY AND PREVENTING ANY TOXIC EXPOSURE TO PERSONS WHETHER OR NOT THEY ARE IN OR NEAR THE PROJECT. 5. WEEDS AND DEBRIS SHALL BE DISPOSED OF OFF-SITE. 1. BACKFILL 1. BACKFILL SHALL BE AS SPECIFIED IN THE PROJECT AGRICULTURAL SUITABILITY REPORT, MACHINE -MIXED AND APPROVED BY THE CITY PRIOR TO INCORPORATION IN PLANTING PITS. 2. IF A AGRICULTURAL SUITABILITY REPORT IS NOT AVAILABLE, THE FOLLOWING AMENDMENTS OR APPROVED EQUAL, SHALL BE INCORPORATED: LIVE EARTH HUMATE SOIL CONDITIONER PRODUCT @ 1 CUP PER GALLON PLANT MIXED WITH NATIVE BACKFILL J. INSTALLATION 1. STAKE PLANT LOCATIONS AND SECURE APPROVAL FROM THE CITY/ BEFORE EXCAVATING PITS. EXCAVATED PITS SHALL BE AS INDICATED IN THE DETAILS ON THE DRAWINGS. DUST SIDES OF PITS WITH GYPSUM BEFORE BACKFILLING. 2. CONTAINERS SHALL BE OPENED AND REMOVED SUCH THAT THE ROOTBALL IS NOT INJURED. 3. WATER ALL PLANTING AREAS THOROUGHLY AFTER INSTALLATION OF PLANT MATERIALS. ADDITIONAL BACKFILL SHALL BE ADDED TO FILL VOIDS CAUSED BY WATER SETTLEMENT. K. TREE STAKING TREES SHALL BE STAKED AT TIME OF PLANTING AS INDICATED IN THE DETAILS ON THE DRAWINGS. L. GUARANTEE 1. CONTRACTOR SHALL GUARANTEE PLANT MATERIAL THROUGH ONE (1) FULL YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK. 2. REPLACEMENT PLANT MATERIAL SHALL BE OF THE SAME SPECIES, VARIETY, & SIZE AS ORIGINALLY PLANTED AND SHALL BE GUARANTEED FOR ONE (1) FULL YEAR FROM THE DATE OF RE -PLANTING. 3. COST INCURRED DUE TO REPLACEMENT OF DEAD OR DYING PLANT MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. END OF SECTION DATE MAY 6,2019 SCALE N/A DRAWN BY MER CHECKED BY JR .' 117 �L '. RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE I,3&6 TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE - S H E E T D E S C R I P T I O N IRRIGATION & PLANTING SPECIFICATIONS SHEET NUMBER L20 of 21 PROJECT NUMBER 18-407 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF TWS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOTIPIIRII4HF0.dk LL RI yll{TS, RESERVED. POST -INSTALLATION MAINTENANCE PERIOD A. GENERAL 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO PERFORM WORK DURING THE POST -INSTALLATION MAINTENANCE PERIOD, AS SPECIFIED HEREIN, INCLUDING BUT NOT LIMITED TO, ADEQUATE WATERING OF PLANT MATERIAL, REPLACING UNSUITABLE PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND OTHER PESTS. 2. CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING IS COMPLETED, UNTIL ACCEPTANCE OF THE WORK. 3. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DURING POST -INSTALLATION MAINTENANCE PERIOD SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. UNLESS STIPULATED OTHERWISE BY THE CITY, THE POST -INSTALLATION MAINTENANCE PERIOD SHALL CONSIST OF A MINIMUM OF (365)THREE HUNDRED AND SIXTY FIVE DAYS CONSECUTIVE CALENDAR DAYS. 5. POST -INSTALLATION MAINTENANCE PERIOD MAY BE EXTENDED BY THE CITY IF THE PROJECT IS IMPROPERLY MAINTAINED, APPRECIABLE REPLACEMENT IS REQUIRED, OR OTHER CORRECTIVE WORK BECOMES NECESSARY. B. EXECUTION 1. ALL AREAS INCLUDING, BUT NOT LIMITED TO, TURF, GROUND COVER, AND CONCRETE FLATWORK, SHALL BE KEPT CLEAN AND FREE OF WEEDS, LITTER AND DEBRIS. 2. SUBSURFACE DRAINS AND CATCH BASIN GRATES SHALL BE KEPT CLEAR OF LEAVES, LITTER AND DEBRIS TO ENSURE UNIMPEDED PASSAGE OF WATER. DRAINLINES SHALL BE PERIODICALLY FLUSHED WITH CLEAR WATER TO AVOID BUILD-UP OF SILT AND DEBRIS, 3. BEFORE WEEDS EXCEED TWO INCHES (2") IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF OFF-SITE. SERIOUS WEEDS SHALL BE SPOT SPRAYED AND LEFT IN PLACE FOR SEVEN (7) CALENDAR DAYS. AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) CALENDAR DAYS AFTER APPLICATION AND DISPOSED OF OFF-SITE. 4. IF THE CITY NOTIFIES THE CONTRACTOR OF FAILURE TO CONTROL WEEDS AS SPECIFIED HEREIN, THE CONTRACTOR SHALL KILL ALL WEEDS WITHIN TEN (10) CALENDAR DAYS OF SUCH NOTIFICATION. THE POST -INSTALLATION MAINTENANCE PERIOD WILL BE EXTENDED FOR EVERY DAY AFTER THE TEN (10) CALENDAR DAYS UNTIL SUCH WEEDS HAVE BEEN KILLED. 5. CONTRACTOR SHALL TAKE APPROPRIATE STEPS TO ELIMINATE RODENTS. C. IRRIGATION SYSTEM 1. CONTRACTOR SHALL OPERATE THE IRRIGATION SYSTEM AUTOMATICALLY AND SHALL PROPERLY AND COMPLETELY MAINTAIN ALL PARTS OF THE IRRIGATION SYSTEM. 2. CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN SUFFICIENT QUANTITIES AND ADJUST WATER APPLICATION TO COMPENSATE FOR SEASONAL CONDITIONS. 3. COSTS INCURRED DUE TO REPAIR OR REPLACEMENT OF EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPLACEMENT PARTS SHALL BE IDENTICAL TO THE MATERIAL AND AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. D. GROUND COVER AREAS IF AN AGRICULTURAL SUITABILITY SOILS REPORT IS NOT AVAILABLE, GROUND COVER AREAS SHALL BE FERTILIZED WITH LIVE EARTH 8-2-4 PRODUCT OR APPROVED EQUAL EVERY FORTY-FIVE (45) CALENDAR DAYS, AT A RATE RECOMMENDED BY THE MANUFACTURER. E. TREES 1. IF REQUIRED, OR AT THE DIRECTION OF THE CITY/OWNER, TREES PLANTED AS PART OF THE CONTRACT SHALL BE PRUNED OR HEADED BACK, TO ELIMINATE DISEASED OR DAMAGED GROWTH, REDUCE TOPPLING OR WIND DAMAGE, MAINTAIN GROWTH WITHIN SPACE LIMITATIONS, MAINTAIN NATURAL APPEARANCE, DUE TO VANDALISM, AND TO BALANCE THE CROWN WITH THE ROOT STRUCTURE. 2. STAKING OF TREES SHALL BE CHECKED FREQUENTLY FOR DAMAGE, AND TO PREVENT CHAFFING OR GIRDLING. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DUE TO IMPROPER STAKING MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. AT THE REQUEST OF THE CITY, WOUNDS OVER ONE AND ONE-HALF INCH (1 1/2") IN DIAMETER MAY BE SEALED WITH AN APPROVED TREE SEAL. 4. DEAD OR DYING TREES SHALL BE IMMEDIATELY REPLACED AT THE CONTRACTOR'S EXPENSE WITH MATERIAL OF THE SAME SPECIES AND SIZE AND GUARANTEED AS DESCRIBED IN THESE SPECIFICATIONS. 5. CONTRACTOR SHALL EXERCISE PREVENTIVE MEASURES WHEN USING STRINGLINE TRIMMERS NEAR TREE TRUNKS. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT OF TREES DUE TO IMPROPER MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. F. INSPECTION UPON COMPLETION OF THE POST -INSTALLATION MAINTENANCE PERIOD, CONTRACTOR SHALL REQUEST AN INSPECTION FOR ACCEPTANCE OF THE WORK PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE REQUEST SHALL BE MADE TO THE CITY, A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO THE DATE FOR INSPECTION. END OF SECTION DATE MAY 6,2019 SC A LE N/A DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.Fiosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE 1, 3 & 6 TRACT 7317 STREETSCAPE BALFANZ HOMES 8701 SWIGGERT COURT BAKERSFIELD, CA 93311 PHONE -- S H E E T D E S C R I P T I O N PLANTING SPECIFICATIONS R E V I S I O N S S H E E T N U M B LJ f OF 21 P R O J E C T N U M B E R 18-407 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. O NOT PUBLISHED. ALL kIGHTS RESERVED. CONSTRUCTION NOTES iT CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 02 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. �3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". ® CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. ST -2. �5 CONSTRUCT COMMERCIAL DRIVE APPROACH TYPE "B" PER C.O.B. STD. DWG. ST -4 (THIS SHEET) © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. RELOCATE O OWNER. ALL UT1LI11ES (TRAFFIC SIGNALS, TRAFFIC INTERCONNECT, ETC. - COORDINATE WITH ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO ® FINISHED GRADE PER CITY STANDARDS (COORDINATE WITH UTILITY OWNER). F9 REMOVE EXISTING OBSTRUCTION OR APPURTENANCE (TREE, SIGN, ETC). 10 INSTALL TRAFFIC CONTROL PLASTIC "K" RAILS AND REQUIRED SIGNAGE (DURING CONSTRUCTION) ll INSTALL NEW 6" SEWER LATERAL 12 INSTALL NEW TRAFFIC STRIPING 13 CONSTRUCT TYPE 'A' MANHOLE PER C.O.B. STD. DWG. SW -2. RELOCATE ALL UTILITY POLES, SIGNAL LIGHTS, BOXES, ETC. - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ------------------- 1,\11 DRIVEWAY GAS------------------------------------ MATCH --__—------=MATCH EXISTING IMPROVEMENTS' (WATER UNE W —TT T — TF�ovF L;NE(S) — SSSS SEWER MAIN EXISTING IMPROVEMENTS LEGEND wM 0 WATER METER E HP a POWER POLE 1 "' III FHS FIRE HYDRANT Y I I I Wv ® WATER VALVE TS Box 11 TRAFFIC SIGNAL BOX r; 11 I j II I 01 I ' I I I I ill I II I III I Y 1 SII I(q yll h- , TREE" , ou,wz 1, III 1 OR III R %I IIS z nlz I I � nIH , IIIN I I I , IIIK II I u I w I I I I III 2 I I n II— I I BILLBOARD SIGNS III 185' 30,325 SF (0.70 AC NET) NOTE "A": TRANSITION FLOWLINE FROM PROPOSED 51' NORTH OF CENTERLINE TO EXISTING 50't NORTH OF CENTERLINE IN 25' (1' TRANSITION—APPROXIMATELY) NOTE "B": SAWCUT AND REMOVE EXISTING MEDIAN NOSE AND REPLACE BEHIND PROPOSED CROSS WALK STRIPING. NOTE "C": EXISTING STRIPING WILL NEED TO BE REMOVED TO AVOID CONFLICT WITH PROPOSED STRIPING. O ,t3, i 3' -PP 7 5 ----- r I AI DRI SWAY I/ I IEE NOTE "A" 4 —T T T SS SS T SS men �PIP-j' Ili I �j 7 i� ii 1 p, 1 uj I fin, I I , I III I rtDwY t REE i 1 INSTALL CATCH -BASIN & STORM DRAT" RELOCATED TRAFFIC SIGNAL / -- i Fz] POLE SIGN. , SIGNAL CONTROL 80X QJU NCTION BOX' 3 RELOCATED ELECTRIC METER a RELOCATED TRAFFIC SIGNAL _ —'t 9 r— a I I DRfjEWAY I/ 1 1 7 - fr- ._ _ —_ I � 12' SSI C +E -- T -T `1=__==== ____ ------------------ -- --------- ----- --- --- ----- - - - -- 100' k='�' EAST BRUNDAGE LANE I 1 I I I -T r,l II ,r I n n n u u I II u If ' n n I u II II ,r II 1, If If 0 II II II II 11 II nl I II I, LL� 11 n ,I 11 u II II 11' I I� I I II n 1 ° li ppi I 11 II II III ,I I, u III u II rl II It if In n n u III 11 n n II ill W 'II W II ' 11 II I I u „ II V) Iit , II if 11 c iii II J I If u W u n 1 ,I 11 I '^ 1 v / iii j n u I n 11 O u n n 'I: u n II I! ,I II II I a n 1 li u I I; II II 11 rII II II II I II II I III, II II I, II 'II �II C I, I II II u n I I II I 11 II I II II I II II II „ 'n II n u n II II II 1„ II III I I II II II II II " ,I n n I ii n I o I i I II I II 1 11 T T� , -� SEE NOTE "B" W I I 1 I i I —j- SS 'S,I SS ,SS I I , SEEINOTE "B" I I 11 1 I ' I —L-------- 1IL I - ------'- 1 I I 1 1 , I I 1 II , I I I W R odprst R/W ee oblah 40' min. eosanatl. to accommodate no, depth of dnw approach. Z.OXmoac�scpe 5U" LO'to m .., 14 Reba - 24' QC both wep fa wiMt of goprood, P - p R.+}w, oady Of with 20' c%armxe barn boff" of carcrete. SECTION A—A cum & 91dix. NO7ES• 1. Ail workmmAF and mous shall aatlorm to Ore wpka% 1Q Seiko of erotag oiire Mamach beteg mooted Por rprlocm+aet soctkm of the spe *off x antdled Yate of CdMsn/o. sw be sowed at Ore kAih W Mod 0 *Wled by Ore City Eagiaeer. Tmasri Haft Standard Wfkat�s. haeafta brown mD t otandard Rhe smarm bekp taeoled she# be a nth. of 50' h la�glb ad sawots Speakathms" stone[ City gsowd edf she# d/gn wiM erd w,fiFtf a surae h'rm Rephcomnt she# cmfam 2. A current Sheat Paimt kared by the t27y W Rek*I Aft ee to Me adpcenf exislbq brprowrnmts Marks Depafmmf must occo npmy of week mI dty nght-of-woy 3 S kIpade aid be onshsreted two to pale and mass swgm ib Sections bm"rrpp reploeed m g be pawed agolud aristbq ppaesemmt and tmgacted to 95£ or maximum dry density as dafamshed by ASTM e te good 4md'tlan aW m8r prior opprosX of Ore Lttyy titghee 0th Ow mmsrrt Z be sowmt a Z of 427 them ASTM D-1557 to a depM of 6.0° below top of aibgmde axNbeO p Me edge of cmaets a as dwisd ponmert patch stn MI 4. Concrete 2v dare approach shag cenfmn to the, regukemeate of the to be raqueemarts of Standard Detae ST -14 STmdad .4SeotRcollens lot,inner co f (mm mf cancement of 12 Curb adgutta old body of opprooch aha be posed sepaotdy, 505 % y4J. Ceeaete stat! mishe no vMims mtass oras wprowd not m onitt"y. k o'ta' ban the air &01 5 !mba lams sSe# be surfined an Me s& pkeed not to the 13. Tafa/ mm*= okwmte data ceaoadr e#dth she# not exceed 60 cmaole amt &W not be bow, [hen L5' Mkk ager arkchg. Frons of rossrmrcial/md0-hvnpy prspaty hmtage ZVw approach dknmsia, and wbpade "be wetted /mored dey prior to caraek placwnenh as shown m app vwd play .shoe be ere bass of such delermhotka S Cowsete shd be Inuved smooth. edged end flan ove a Rgttt 14, IM wNunt ham Me MYy Eneneer, latah opprmrd Aft kdudhg brown . fmmedobey o0aa exposed wrkces shod! wags may be kiaeosed to 50 madnam to M-1 and M-2 uses ohne recaw a mRam kmtio'I of ddte sated GaSxf Cm)palfnd Aeh wNmes of .mrlt-tI and baeer oda mMait cenfamhg to of wooded Speshiahms Me amemle surface she# be kept mast ante Me curhg compared Is WpRed 15 A mAnb inn of 22' of U hmyht rob .&W sgsaote d w Wmcbas 7. Eapmsm %oFrts she# be corahucthsd at beM ands of WPrme#- sI m noted an AmArd Vaal' Flt{ a as q*mwd 61 011Y E0a+ Meakenod 1 /6hLc 2.Q' deeA stem be placed of coater of htpproaoh I& Ale le&asw gWcoch crostrmtka k pomefM oft a creat a e#ey and ot t0 max kterwk a os hkac[ed by Me City Engoea & fapmsm pat ata mafoAaY stem caxdst d preformed sbgs of !Y. No ppilsn o7 Me dAa appraoar Ma be ansducte# m ad%aaa! Asotd4 resdast hxmpomd Mat casfam to Nle rehprkemmh o1 fbe DrWMy �'� taksss �xi(rcay a)Axoma' dY Me Ctfyfnghce+: Stmdad SpesFieotrons td Syr 7aMB 6.f t ha use of Mia dte oPPuoa+ stmdwd 9; Mtge nex k beteg carshucted adpcent k existing asb \/� and gutter, Me exmt6lg cad orM gutta ape# be cmryletdy ranowd ,� and rep/mead wiM retia m show» above. Na cad ml is e#oxad hr canmackf/mWR-tmlYy dire goMmch P -. a � dµ 30' x 40' lielechdk Mam»g\ • _�6A... - afv*M fpr. both skks Sea Note 4 on &ata ST-10too 45,1 wmm STANDARD COM M ERCI AL/MULTI—FAMILY )RIVE APPROACH—TYPE "B" waw° �t� a� Uj ,z,,wrnw uS zduw Z O swim F���¢zdOz p OMi N z .w'.m�P C6 o 44$a 8g �N" W z ` aa $ ca -z �Lo C4 c Fv�mf oLLaa's Q In R �ygaaao o > U "6 0 ozzo-9 O `N 2ularLLppZx0EU u- < a�z3 �I-yw�w VJ w=/ of o'W"a i0 w�m,po� y° to 4 qy c"n erg zzQw W t0 06 W O�-z O 00 65 — N ajw U6m N Oa Z C'% W W N FdzO2�wo2o p 04 04 f0 LL U UaOwWw O co w?mow w O p��i=24awoa r y N W W jj O i�aa�aaoo 02 Vf�W2yp��+ ♦♦III'''���\\ wanwz=`u?�"m �swAR><f_ WWVUi¢SO¢N20 �zFSal-wo�aas __ H 0 a ui W K LL m!,x.a,a�a =&T=lELjT_ST-411U wZ Jnxe tlWe1FW OF BAKERSFELD Z ----Of ' J \___________________________________ _________________ Z------------------------------------- _ mss___-� - --\ /� CQ ------------------- ---- ------------------------------------- 1-------- CD O +-------------------------------------- -- t ----r--= O i (D` ------------ -------------------------------------------- - \ QrWrnn -------------------------------------------------------------------------------------a�a CO V SS SS SS SS _�� SS - SS CL ____________ ® W ------------------------------------------------------------------------------- Z U Z ---------------------------------------------------------------- ----------------------------------------------------------------------------- ----------------------- m m 1 - 1 ---- - i1i---------------------------1�-------iflL--"-- ---� --- 4 I I _ `V I 1 ✓h i /'j li --------------------------------------- --------------- I ------------ -- - -- ------------------------- �_�tu= _ 1� _ - II " _____i ________I �___I�F 4 f� I lip it 1� � II I III I I ' I III III I I I III 11 III I , I II 1 I AI i III 111 I � I II I 1 III .II I I 11 �' i illi i ' o iii I i I I I I , PART T I I III ill III �� NOT A if iii III li It ! i ! ! AI\ -- --- ------------ o _ III w \ m O O I \ m it" o > " w n ar II L' 3 DATE 6/28/2016 PA JOB No. 20A1 n ° SHEET 1 N II / p E II y NORTH m II SCALE: 1 "=20' m N j; 0 10 20 40 OF 1 SHEETS