Loading...
HomeMy WebLinkAbout1.5-6369 Ph 1 & 2 Revisions1 . 1 � 1 � � ♦ . � 1A.&11 L 11 11 L IhLL Ak TRACT 6369 ECOVILLAG BAKERSFIELD, CALIFORNIA PHASE I & 2 REVIISED 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 JUNE 2, 2016. 2. SOILPREPARATION AND AMENDMENT RECOMMENDATIONS PREPARED BY LIVE EARTH PRODUCTS. IV j '1111113116, 6. TOTAL SQUARE FEET STREETSCAPE: BACK OF CURB TO BACK OF WALL= 35,007 SQ.FT. BACK OF SIDEWALK TO BACK OF WALL= 19,448 SQ.FT. TOTAL SQUARE FEET SUMP: BACK OF SIDEWALK TO BACK OF FENCE= 41 SQ.FT. ENTIRE TOTAL LANDSCAPE AREA SQUARE FEET = 19,489 SQ.FT. SHEET L-15 SIGN WALL PLAN HAS BEEN REVIEWED AND PERMITTED AS R TY OF BAK,SF I D P I GOVERNING AGENCY NAME OF GOVERNING AGENCY CITY OF BAKERSFIELD RECREATION & PARKS DEPT. 1600 TRUXTUN AVE BAKERSFIELD, CA 93301 (661) :.. CONTACT: FIDEL GONZALEZ SHEET# L1 L2 L3 - L4 L5 - L6 L7 L8 L9 L10 - L11 L12 - L13 L14 L15 L16 — L19 DESCRIPTION COVER SHEET HYDROZONE PLAN AND WATER USE CALCULATIONS TREE IRRIGATION PLAN SHRUB IRRIGATION PLAN IRRIGATION LEGEND AND DETAILS IRRIGATION DETAILS, NOTES AND CALCULATIONS CITY OF BAKERSFIELD NOTES TREE PLANTING PLAN & LEGEND SHRUB PLANTING PLAN & LEGEND PLANTING LEGEND, DETAILS & NOTES SIGN WALL ELEVATION SPECIFICATIONS PAD ELEV PER GRADING PLAN SEE PLANS qp DSCAPF �0 C. Signo`f ure SEPAEMBER 30 2018 X"%'pt % ate OF C D A T E . SEPTEMBER 26, 2017 SCALE NTS D RAW N BY MER CHECKED BY JR gy0l, till mm \�. . dollbob \ :\. 1 00 \02 `�-IN �\ ".mus.GGEM op \01KOfta 0 IN \��\,•yam: `;�v,;�:,`��`��'�;•... \`�\� `\Iftlz A44 I i "ImEEM's ,:.`: : l'``� \..... `'" RIAS 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 TRACT 6369 PHASE 1 &,2 — REVISED ECO VILLAGE CASA VERDE HUGHES LANE/MCKEE ROAD CARTAGENA GROUP LTD 1345 PIONEER AVENUE PORTERVILLE, CA 93257 PHONE (559) 359-3562 S H E E T D E S C R I P T I O N COVER SHEET STREETSCAPE ELEVATION/ SECTION 1 N.T.S. R E V I S I O N S APPROVED: 101,5)17 GA . RIOS, RIOS DESIGN STUDIO, LLC. DATE LA32 0, EXPIRES 9-30-18 REVIEWED BY: RECREATION AND PARKS DEPARTMENT DATE 11/2-4 t -7 REVIEWED BY: TRAFFIC ENGINEER DATE SHEET NUMBER L I APPROVED BY: OF 19 NICOLAS C. FIDLER PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE PROJECT N U M B E R R.C.E.#61069, EXP. 12-31-18 16-345 APRROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENACE RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 1.5-6369 Ph 1 & 2 ® NOT PUBLISHED. ALL RIGHTS RESERVED. �.J HOSKING ROAD E 99 w MCKEE ROAD Qw z O z � J W � J W CD HOSKING ROAD m = 99 TAFT HIGHWAY = w 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 JUNE 2, 2016. 2. SOILPREPARATION AND AMENDMENT RECOMMENDATIONS PREPARED BY LIVE EARTH PRODUCTS. IV j '1111113116, 6. TOTAL SQUARE FEET STREETSCAPE: BACK OF CURB TO BACK OF WALL= 35,007 SQ.FT. BACK OF SIDEWALK TO BACK OF WALL= 19,448 SQ.FT. TOTAL SQUARE FEET SUMP: BACK OF SIDEWALK TO BACK OF FENCE= 41 SQ.FT. ENTIRE TOTAL LANDSCAPE AREA SQUARE FEET = 19,489 SQ.FT. SHEET L-15 SIGN WALL PLAN HAS BEEN REVIEWED AND PERMITTED AS R TY OF BAK,SF I D P I GOVERNING AGENCY NAME OF GOVERNING AGENCY CITY OF BAKERSFIELD RECREATION & PARKS DEPT. 1600 TRUXTUN AVE BAKERSFIELD, CA 93301 (661) :.. CONTACT: FIDEL GONZALEZ SHEET# L1 L2 L3 - L4 L5 - L6 L7 L8 L9 L10 - L11 L12 - L13 L14 L15 L16 — L19 DESCRIPTION COVER SHEET HYDROZONE PLAN AND WATER USE CALCULATIONS TREE IRRIGATION PLAN SHRUB IRRIGATION PLAN IRRIGATION LEGEND AND DETAILS IRRIGATION DETAILS, NOTES AND CALCULATIONS CITY OF BAKERSFIELD NOTES TREE PLANTING PLAN & LEGEND SHRUB PLANTING PLAN & LEGEND PLANTING LEGEND, DETAILS & NOTES SIGN WALL ELEVATION SPECIFICATIONS PAD ELEV PER GRADING PLAN SEE PLANS qp DSCAPF �0 C. Signo`f ure SEPAEMBER 30 2018 X"%'pt % ate OF C D A T E . SEPTEMBER 26, 2017 SCALE NTS D RAW N BY MER CHECKED BY JR gy0l, till mm \�. . dollbob \ :\. 1 00 \02 `�-IN �\ ".mus.GGEM op \01KOfta 0 IN \��\,•yam: `;�v,;�:,`��`��'�;•... \`�\� `\Iftlz A44 I i "ImEEM's ,:.`: : l'``� \..... `'" RIAS 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 TRACT 6369 PHASE 1 &,2 — REVISED ECO VILLAGE CASA VERDE HUGHES LANE/MCKEE ROAD CARTAGENA GROUP LTD 1345 PIONEER AVENUE PORTERVILLE, CA 93257 PHONE (559) 359-3562 S H E E T D E S C R I P T I O N COVER SHEET STREETSCAPE ELEVATION/ SECTION 1 N.T.S. R E V I S I O N S APPROVED: 101,5)17 GA . RIOS, RIOS DESIGN STUDIO, LLC. DATE LA32 0, EXPIRES 9-30-18 REVIEWED BY: RECREATION AND PARKS DEPARTMENT DATE 11/2-4 t -7 REVIEWED BY: TRAFFIC ENGINEER DATE SHEET NUMBER L I APPROVED BY: OF 19 NICOLAS C. FIDLER PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE PROJECT N U M B E R R.C.E.#61069, EXP. 12-31-18 16-345 APRROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENACE RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 1.5-6369 Ph 1 & 2 ® NOT PUBLISHED. ALL RIGHTS RESERVED. �.J PANAMA LAr E w z Q CD HOSKING ROAD 99 � w � 0° MCKEE ROAD W w 3__ z TA F T HIGHWA PR JECT OCATION 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 JUNE 2, 2016. 2. SOILPREPARATION AND AMENDMENT RECOMMENDATIONS PREPARED BY LIVE EARTH PRODUCTS. IV j '1111113116, 6. TOTAL SQUARE FEET STREETSCAPE: BACK OF CURB TO BACK OF WALL= 35,007 SQ.FT. BACK OF SIDEWALK TO BACK OF WALL= 19,448 SQ.FT. TOTAL SQUARE FEET SUMP: BACK OF SIDEWALK TO BACK OF FENCE= 41 SQ.FT. ENTIRE TOTAL LANDSCAPE AREA SQUARE FEET = 19,489 SQ.FT. SHEET L-15 SIGN WALL PLAN HAS BEEN REVIEWED AND PERMITTED AS R TY OF BAK,SF I D P I GOVERNING AGENCY NAME OF GOVERNING AGENCY CITY OF BAKERSFIELD RECREATION & PARKS DEPT. 1600 TRUXTUN AVE BAKERSFIELD, CA 93301 (661) :.. CONTACT: FIDEL GONZALEZ SHEET# L1 L2 L3 - L4 L5 - L6 L7 L8 L9 L10 - L11 L12 - L13 L14 L15 L16 — L19 DESCRIPTION COVER SHEET HYDROZONE PLAN AND WATER USE CALCULATIONS TREE IRRIGATION PLAN SHRUB IRRIGATION PLAN IRRIGATION LEGEND AND DETAILS IRRIGATION DETAILS, NOTES AND CALCULATIONS CITY OF BAKERSFIELD NOTES TREE PLANTING PLAN & LEGEND SHRUB PLANTING PLAN & LEGEND PLANTING LEGEND, DETAILS & NOTES SIGN WALL ELEVATION SPECIFICATIONS PAD ELEV PER GRADING PLAN SEE PLANS qp DSCAPF �0 C. Signo`f ure SEPAEMBER 30 2018 X"%'pt % ate OF C D A T E . SEPTEMBER 26, 2017 SCALE NTS D RAW N BY MER CHECKED BY JR gy0l, till mm \�. . dollbob \ :\. 1 00 \02 `�-IN �\ ".mus.GGEM op \01KOfta 0 IN \��\,•yam: `;�v,;�:,`��`��'�;•... \`�\� `\Iftlz A44 I i "ImEEM's ,:.`: : l'``� \..... `'" RIAS 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 TRACT 6369 PHASE 1 &,2 — REVISED ECO VILLAGE CASA VERDE HUGHES LANE/MCKEE ROAD CARTAGENA GROUP LTD 1345 PIONEER AVENUE PORTERVILLE, CA 93257 PHONE (559) 359-3562 S H E E T D E S C R I P T I O N COVER SHEET STREETSCAPE ELEVATION/ SECTION 1 N.T.S. R E V I S I O N S APPROVED: 101,5)17 GA . RIOS, RIOS DESIGN STUDIO, LLC. DATE LA32 0, EXPIRES 9-30-18 REVIEWED BY: RECREATION AND PARKS DEPARTMENT DATE 11/2-4 t -7 REVIEWED BY: TRAFFIC ENGINEER DATE SHEET NUMBER L I APPROVED BY: OF 19 NICOLAS C. FIDLER PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE PROJECT N U M B E R R.C.E.#61069, EXP. 12-31-18 16-345 APRROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENACE RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 1.5-6369 Ph 1 & 2 ® NOT PUBLISHED. ALL RIGHTS RESERVED. �.J �i MATCHLINE, SEE BELOW n vO DSCAPF RIGS �. c_> Signature .K SEPTEMBER 30 2018 xpi . t' ate �%ate �F OF D A T E OCTOBER 5, 2017 SCALE 1"=50'-O" DRAWN BY MER CHECKED BY JR . . . . . . . IN\ \'m \ ` `\\\\ 1. Alft, ..................... Ed INIKE \\.x' NW�: tamlo \ \ ti`` 1k. \ \\\�\ yeti \ 11 ' \\ � '\g ` 0 . . . . . . . . . . . yyyyyyy XA \'v\v v1 4\ \ kvv VERSv'v,, \.,'Y ��:.. �:i �ti'rv, •\.,\.\+�'ti y \ \ \ 40 \lklobbNti ' timm 11 4 4A gx\ mm\2 \ 001 *... M"W \\': \• \ Vs \y 4�\\,,\\.. \\ 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 8 CLIENT NAME TRACT 6369 PHASE 1 & 2 - REVISED ECO VILLAGE CASA VERDE HUGHES LANE/MCKEE ROAD CARTAGENA GROUP LTD 1345 PIONEER AVENUE PORTERVILLE, CA 93257 PHONE (559) 359-3562 SHEET DESCRIPTIO N HYDROZONE PLAN REVISIONS SHEET N U M B E R L20F 19 PROJECT N U M B E R 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 1.5-6369 Ph 1 &-2 ® NOT PUBLISHED. ALL RIGHTS RESERVED. A ............ ....................... . ................... ............................................... . ................ ......................................................................................................... . ...... ...................................................... . ...... . ... .................................. 01 uj uj C/) ....... ........................................... . ..... ................... ......... ;: ....... ................ ........... ............ ....... 7 ................ ................... IN.-.: .......... ® ` .... ................... .... ....... .. ........... ........... ....... - --- — ------- Lij ........... ................................. ...... ................ .................. ............ .............................. .......... ....................... Z ................. 3 . ................. .........................»..,.................. . .. ..... ................. ......................... .................. .......avva. ..... vva ................ < u.j MCKEE ROAD > 1 0 CID < Li.i U -i V) , u.j u Q � N: uj Z LAI --------------------- ........ - ....... ........................................... ........ ..... . .... ............. ......... ............... ,�� a�.15 I�IC�CEE ROAD 1" DRIP 211 A 2 IRRIGATION MAINLINE, TYP. «..........»»,.. . . INSTALL BEH'I'ND" I'DEWALK ........... .......... ....................... .............. ............ . ......... WITHIN PROJECT LANDSCAPE 10 AREA AS PER COB PLANTING I DETAIL SHT L14. uj U -j t.^ Li 4" IRRIGATION MAINLINE SLEEVES, ................... .......................... ............ ......... ............................. .................. . ....... .......... ........ ..................... ..................... ......... ............... ................ . .... --- .............. A2 315 .............. ......................... ........ 11/2 11 TREE MCKEE ROAD2 11 ................ .... .................... I-- . ............ / ......... ............................... ........ ........................»,,..»............................. ""', . ............ --11-1.11 ........................... .............. ............. A A ....................................................... . . .................................................... ............. . . ........ .............. ............... ........... 1 /4 T'\ .......... ........ .. . ............ ` �/ /-2" IRRIGATION MAINLINE, TYP. -JNSTA9LL.BEFJ.INQ ... $,[ E.WALK- ................... ----- - WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L14. 0 cc U) ui 9) 1 = MATCHLINE, SEE SHEET L4 L VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER VALVE SIZE Ill E)RI SYSTEM DESCRIPTION 12Q(V EL,"tCTRICAL CONNECTION - *RIGATION 'CONTROLLER AND ENCLOSURE - ZAIN SENSOR ? ;1011 k! III luvi; Vol I! z 1*011 WATER METE R- 1 If STATIC WATER PRESSURE- 80 PSI BACKFLOW PREVENTER- 1 RP BFP CONTROLLER- 8 STATIONS. MAXIMUM FLOW DEMAND- 4 GPM RK 1 If WATER h - 1" RP BFF MASTER VALVE FLOW SENSOR FERTIGATION UNIT' GATE VALVE, TYP. B 2" IRRIGATION MAINLINE, TYP. A3 113.15 ................ ............... ............ . ........................ ...... . . ............ - ......... I-NS-T-A-L---L--BEH-IND-SID-E---W-ALK ....................... . .................. -- ----------- .... ..... WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L14. 0 .j LLJ co ui uj .......... .......... .............. ........... ................. ............. . ................. .......... .......... .. . ........... . ........... \ ........... ........... . ...... ......... .. . . . 7' 3 1A ........... A fl� LLJ ...............•.... . ................ ............ . ................ . ................................. ......... % ... . . ................. ....... .............................aa..1111-W .............. . . .................... - ....... .................. ................. uc A 4 hZ ................ ............. ».»».,.......... -1� .................................. ........ ............. .................. ........ .................... ............ .. . ..... 11, .......... ........................................... . ...... ................. ..... tl ............. B . .. . ......... ....... -1 . ..... .. . ..... . . . ............ ....... rERRE LYNN DRIVE gL5».«».,...:»..........:«:.t»»...... . ............. .... ... a,.»..»»»:.--........ ............ »...............«. ...... . ...... ........... I ...... ....... -- ... . ... . . ........... . .. . . . . ............. . ...... ................... ......................... .......................... ....... . ... NOTES REFER TO SHEET 1-5-1-6 FOR SHRUB IRRIGATION PLAN. REFER TO SHEET L7-1-9 FOR IRRIGATION LEGEND, NOTES AND DETAILS. SCALE: 11' 111 20' 1.5-6369Ph 1 & 2 vmADSCAPF RIO Signoure ,4* SERTEMBER 20, 2018 /* PCX ate at OF CK\� D A T E OCTOBER 5, 2017 SCALE 1 It = 201 - Oil D R A W N BY MER CHECKED BY JR 0 x g WX 2 m Vol 0 z \ ;;�.100\0 \w 110 M, 00 & W 1W. a N. -K, 101*1 I d .ggw. x m Iml K EN. 10\0000§0\ E E E NIN I N<` -9041 111111111111, 0010 11\000100H NIM lk� WE RIM E .,. I " I\ 11 1 ,X -i* N WO R\ all SONi.\ L \IMP, umm,, i N. o...V %k... 110 im % 41 � Is 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 TRACT 6369 PHASE I & 2 — REVISED ECO VILLAGE CASA VERDE HUGHES LANE/MCKEE ROAD CARTAGENA GROUP LTD 1345 PIONEER AVENUE PORTERVILLE, CA 93257 PHONE (559) 359-3562 SHEET DESCRIPTION TREE IRRIGATION PLAN REVISIONS S H E ET N U M B E R L30F 19 P R 0 J E C T N U M B E R 16-345 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. MATCHLINE, SEE SHEET L3 3- 4 \* I A L :yyy I t� I t\�.;, 4� I fl z v cl) .................................. . . .... .......................................... .................. c� z t:\ 2" IRRIGATION MAINLINE, TYP. INSTALL BEHIND SIDEWALK WITHIN PROJECT LANDSCAPE .................. ............... . .... .......... AREA AS PER COB PLANTING DETAIL SHT L14. -\J1 % : I y k, �2 \% ...... ........ c MATCHLINE SEE RIGHT L MATCHLINE SEE LEFT C)m c � � \ ' A4 16.0 Z 1 1.1 DRIP 1 91 1 /75 35 ::4 TREE �2" 120 V ELECTRICAL CONNECTION IRRIGATION CONTROLLEF AND ENCLOSURE MOM IRRIGATION MAINLINE, TYP. INSTALL BEHIND SIDEWALK WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L14. % j D ATCHLINE SEE RIGHT HLINE SEE LEFT MATC 2" IRRIGATION MAINLINE, TY INSTALL BEHIND SIDEWALK WITHIN PROJECT LANDSCAF AREA AS PER COB PLANTIN( DETAIL SHT L14. HLINE SEE RIGHT ®���I....E. EIII) ......... ....... ............. 1 4" IRRIGATION MAINLINE iSLEEVES, I II y II, uji Z I Q LAJ X 2 X .y IRRIGATION MAINLINE, TYP. H INSTALL BEHIND SIDEWALK WITHIN PROJECT LANDSCAPE }ti 3 I AREA A A C! OCD COB PLANTING ki N�- I W Z y 'N' DETAIL SHT L14. ujE.\. INSTALL PULLBOX, PULL AND QUICK COUPLER, TYP. PROVIDE 30' EXTRA FUTURE 2" WATER METER WIRES FOR FUTURE EXPANSION 2" RP BFP Olit SYSTEM. SEE C.O.B. w GENERAL NOTES #20. 12" MASTER VALVE % mv Fl "' FLOW SENSOR 2 p FS I - UAL. EK I IUA I ION UNIT EZ GATE VALVE, TYP. LIMIT OF WORK ---,211 VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER VALVE SIZE, III DRIfO*— SYSTEM DESCRIPTION 4" IRRIGATION MAINLINE SLEEVES, fivifil U-111 � 14 191 1 W71 ig. O 0 PONT�OF-CONNECTION *A WATER METER- 211 STATIC WATER PRESSURE- 80 PSI BACKFLOW PREVENTER- 2" RP BFP CONTROLLER- 12 STATIONS MAXIMUM FLOW DEMAND- 38 GPM NOTES REFER TO SHEET 1-5-1-6 FOR SHRUB IRRIGATION PLAN. NEFER TO SHEET 1-7-1-9 FOR IRRIGATION 'EGEND, NOTES AND DETAILS. SCALE= 9, 1 1.5-6369 Ph 1 & 2 D A T E OCTOBER 5,,2017 S C A L E III =201 -011 D R A W N BY MER CHECKED BY JR \\\00 , Mx\� 10 ON, -ppy al 12 d d mg 0 .�\'�pr mpm t g L affil Offil k . . . . . . . . . . . . . . . . . . 0110011 .:M mm. '*"wmommom� 101 0010000\0000A iibo�\' - 7" -Its .1.0. Nk. 1M.MW 01 &Z m 21\g, 0, go 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 TRACT 6369 PHASE I & 2 - REVISED ECO VILLAGE CASA VERDE HUGHES LANE/MCKEE ROAD CARTAGENA GROUP LTD 1345 PIONEER AVENUE .'PORTERVILLE, CA 93257 PHONE (559) 359-3562 SHEET DESCRIPTION TREE IRRIGATION REVISIONSPLAN SHEET N U M B E R L4 of 1 9 PROJECT N U M B E R 16-345 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"I',,',',,, ll��ll I .NOTES ' REFER TO SHEET L3-L4 FOR TREE �p,NDSCA 0 IRRIGATION PLAN. ���0 ��,, Rios No ut 'r ��� REFER TO SHEET L7 -L9 FOR IRRIGATION W rn . LEGEND, NOTES AND DETAILS. A � Signature � SE l MBER 30, 2018 * x i icer Date Al Do F OF C hv\� ....... ,1.....1,11.., .....................1.1...11..,.. - ,a..,,..,.,,,..,.............. ,....................»..,.............................»...,,.,,»1111, ............................................... ,,..,.......... .,»,,,» 1 ».».............,.»,,,.,..............,,......,,»,..,w............._.,.»1.........................,._,._»1111».................... »»»,a„ 3� ,41 1s.� 5 MCKEE ROAD I I . --,-� E: I I 1 Q DATE OCTOBER 5, 2017 — I I11 TIP �i 6/•�i/ I W SCALE 11_ 1— 11 0 , Iz 211 cc 1 20 0 --___------._._`_—__.._-----. ._._—___-----1 DRAWN BY j W MER 1111 .. ; ��/ 11 , 3/4 11 .,»:..:...,...,..»......,,.... »,,, »,w..............a.. „ , ......... w.,..,.w.w... «a»a»,...,..,,.. »,»,»,..,..... ».»......,..,,1111«.,»,.»»1111»..........«,», »». CHECKED B Y J R 11 »,w»,»...............«:»».»,..............11.1..1,111,::.,»11.11»...........I. ,,„a,aa,,,,,,,.,........ araaaa111-11,»,....... _ «a1»1»...,,,,,...... ....:«.a,,,,»,»,..... ...--l»»,-1—............ a? ,. .. ..I'll ♦.„»»»,».,.,.........,..,.,»«»..»„»»»...................::»rrrw..»... »1111. c:; �• .,w.. ,atv, .w. 1111 +. 1111»»»1111»,..,.....,.a,,,..,. 0», 1111.. .. W \~ ;1+111.. .,. .,.,»aa»»»,».............1111»1,»a.....,,,,............. „xa»» 1111.. ar» »»,,, .. •'S 1111 ............. , .,♦ ,,.» ,aa.....ww»........... .. 11 11 ., ,»««, \� 1111..» ... . : �—: ': `,mh•. 1111.. ,. _a :f- :—a- 3 \.��� `?..�''r «\” 1111 ,,.,,...:.. .. « , .w,.,w, ; 1111 `' �., v a T w............ «a..»,»„»1111... •"1111-: 1111., .: ,,....,: t..: `- `,-111.1. : , :,.�],,,`,��� \ ,.:.,,: ... ,,. 1111. ,:«« ..»a,..»1111 —i-'. • a,..t , ,a,aa,.. E \ » »...ww,».,........ ..` ,,aa :.. ,, •--�,,.:.... 1111,, �,., , , 1111.. 1111,,>,:,..,,. aa,,.,.. 1111 »aa»» ....................... », Z ® «»a.,,,..... -�-- \1111 1111»„ }-�---= ;..a. »w. ri--- 'ti' 1111 :� ,w. \1 c »1111.. ... 'r, \+ • 1111... •\t..., a '-"''ti" \r,,,\,• b.\:, ,.,�,a, ,:,\1111 ,. ..w,. , ]�E,., , \1111 y�{• :h \ v*.. .. \, �., .,„ „\1111 ,aa.,,v»,,,,,, .,. x ................... ,,, 1111... „aa 1111. ^^lt • ,,. 1111.. wr , l \ 1, »1111,, , •'•. »»1111..»w..w.......... �\ _ »»,a ;\. ......... a h \ \ vvv 44v. 1111 , \\' 1111,.. 1, .vv»vava ,:*., » \ ' 1111»,»» .v v »1111., ,....... \ 1111... «. w...,. 1111.. ,. '\ .,..,,.... a.�....: «,», ......w,.»........ 1111 ... ,..,...,.... 1111, ;t.. ,a,.,,,»,,,,,,... ,»»,,,»»„»........ ,, a 1111. ,,.» „% 11»11,»,,,,..,,. 1111 '�`�': t\ ,,......, a:\.. 1,1,11»».w,.,,. ..,.,..«.a ....w ,.. E anti^�- ......... ... �'...t��t', „1111ara,a,,,,,.»,,................. :'•"t ........, 1111..»1111.,»», •\ ,�;• \1111 , , ,., »»»aa \ 1111,«, 1111 ...•..... .w \ 1a»«1111,» ,,, »,»»»1111.,»1111. .. .. 1111,::.:»:».,,,,ww,»................ 1111_. \ ««».»111»1» .,,,,1, �tt:.,.,,. �' \,..✓: . w .............. • • ......... . 1111... , ,,. \ ' \ ,«,a.,..,»». „«»1111,»1111 . . t ,w..w......,..... », , »»» » „ \ , 1111 111.1 '\', ,,1v„a....................... ., . vaaa a.v..w,,,.w..\1^^:..r.. 1111 � . a 1111,»,,...w....... ,,,aa.\:.,:'a , ' \t• . 1111,.»„» 1111 +\” ♦........................,.,. a,. a , , .......... , \ .h...:t i' ,., .......v \1111.. \ ` ,«,aa 1111 .. „», ».,......... . w % .....111 z,: ' »1111»»1111.\^: ':: .................»»..,www. \ 1111,»a , „ +: \�+.+:• Eaa ••\ 1111 ,. 1111..+A .\\sm \ w,.,....,,,,... aaa •'.\. 1111., ,.,.ww........ \ »,»,». h «,1111,»»..,.,w .............. %\w »1111,,.» ,».,....,, «,,, \ ,\\• \\\ •� + \,\; ti\\ , . ; `., ,<:..; u 11 ,� +`\ _`' g \ \tib` Q� \\ t\:*�\ , , ."\= IF k.\. I �—� == .. - I ........... I , < 11% � \ OF ,\+\•:'\ \Fl : � , I . I I , I ]:E \ -76�,�.,\� m .1 . . %. / .-�,'. �- �� ,- L11 I , .1 \ ,% I-: -; . , I... 11 ,x OR :...,%, . - --- - *� lz t I I : 11\006 �� , �� $k , , .. i . \ .. , : , , % � � % I , . � I t , , Z'I > � I : 1�I I � I .1 � t : I : ,I �' / �11 is ! * I I I : � �� %I . I \ �♦ ♦~ I :~♦♦tI I a\ ” '% ""' 11 • , % : 0 z 0. .. : Z '� LAJZ cr,. I l` ♦ �♦ � I : I � t.♦I 1� \ �\.\ .. 11 \ K, \\ l\, \\\\ . .\ t � �: I I I I I: Z0 : in. In t � � 11 I%, ,,,, up I % . . -`II. 11 . \ 11 .,.... I 11 * *� L ` -.I. i . � \,, IN I �.\ .. I I,- %%,% \` � \ \\;, : . I I / �.'. � . 1\ %�\� ,� : : : �' I : z z I I I \ ---- , """ ,� : : : I I ,�, . -, : . I i I I I . . I % . I t \\ \ \�\ S\ \��• 0111 �� �,I,%:,�, I I :�,k-li.W-WI, I I I IMN. �l I .1 � w . N : �1. I % . - .. - I �. 1, A . . , , '\% %"\ % I : . I I IN %, , , , "' 's : . z 111P I � , * I I %, . : : : � : . I : 1 00OWN N p : z .� m : 11051P , \\\\\% 21 I I I . 1. I - \\ I 11.11A 1p �,;;;m, %� .d '1%1, :��, %.::. IN , . 1 �. ON UA';... , .1 \\- %, - -<1 �.. .: 1* I . � � 11 I '� \\\\ . I I I � . \ 4 11w ` k \, m. ,' 1� " \1;111. "10. � . Imm, .. --, k\ \\,\Z-., g&\ �" .. I � :: . . . . . . - I ...0 1\1 1.. % 10 `` -�-'* IN, ♦♦ \:�N \NOWI A® \, . ,'."%. . ,, %, I % , .. � ww\ N 1- 40 I \\\\\\\\\ > I 11 ,\\ ` `. ��\41 \\\1\11' I\\ 1 \~++a a' I . I . RIGS DESIGN STUDIO . I . B LANDSCAPE, ARCHITECTURE & DESIGN A www.dosdesign.com g /7'3\16.E 3805 ORA VISTA AVENUE 11«»11,w,.w»...................r»....,»w,...............,,,.,.,»1111».,,............ .»:»1111»............................. .,.............. 1111«1111,,,»,..........................1,»...............,.,.... »»a.,,.,.,,.............. . .,.,,,._::»..... ,, ,. ,.-1-111--'..".-11 .1..................aa:.a,,....w,........... ,,,,,._,«, a.,._.,...,.............a»...»»„»1111,. 1..,,.1.,1 .,10RIP'll,»..............,,,.,.....,...,,.,..,».................., ....................»1111».»............... a»a...».,,,........ ,1111.. BAKERSFIELD, CALIFORNIA »aa .................. ON MCKEE ROAD . 1111».,»»1111.. ,..,,.,,.,::»1111.»... ........-»»1111.,»........ 93309 39 > m 211 1 liz ” TREE 11 1 Q P: 661.835.9259 ® �� ® s 2 • '� --�I — — — -- J F. 661.367.5284 W W 1 ...........................a„»...,,.,...............:....»,»1111..»................,... � 11 W a»,............................ar»».,..,.................:....a».»_. .................. 4 1111 1111»1111»..,,........ 1111..:»a..».,...............................111.,, ...,.....,,»,» ............................:,» ...»1111.,, ..,,,...»..,.,,,,,....................a».»,.,.,...............,.....»1111....,.,.............:..........»»1111 3 n 3/ 11 »:.,..»...,,............,1111...»:,....,w...............».».,.,,»»,...................aa.«....»»............,.,,....»aa:«« / ;;», »aa»»...,....... »»..,...... .....................1,11.....»1111. »,«.,_...... 4 »»......... .......... »,».............»,.._„»»»»,.»,...........,., »1111,.. »........... » ».,,........... ... .». ...,aaa.:.:....,«»....««....,......»».............. 4 CLIENT NAME \; 'v. - 1111.»»\..............vw, ... .......----,......•.,•.. .............,.,, 1 ........,,,..,...»,..,»,.,»,............ «,.... ..aaa»„+,,,,.................••••a.+ .,..................1111,,».»»,,,..............,.., : ULj \ :` ®to , ,:. ^, ♦ .,»...._.,.......,,..,.,. .\t . ................«,». w . 3/ „»,,,,,,,,,............,,,..,a.1111,.»,,,,.............,...,..,a,a.......................,...,,»«..,..,..................... : : ...,. 111;1 »1111 » : ; 11;11, Lu it »1111. 4 »» , , ,, , 11;11, •';,w• aa. », ,......,»» 1111. :,. _1111. „ .........::a” 1 : .. •1111 ,.. 1111 1111: ,»......,;,t,,... ;: 1111... , 1 n n +1111,. .. a • \,... ; , : ......aaa , ......,.., . a .. 1111... : , 1111. , ' »1111• —1-1 "ll"... ,:,,.:,.. 1111 -a....... 1111..«,\� t.a,...............................a;.:,::�...,......:: »::':,........ '•,. \. ;. +. : ''+. \ 1111,,. 1111 »,,,.,,,,......... \ ,' �, ,* ,:, ,� �ti...»,,»1111, 1 ,»,..»...................... ra.a..... \ as 1111 ..,,..., ... - •1111:• .».,. ,.,o• t,»„,.` ,,»»,: �� � � +� ' \ .\ ..�. \� ; • i ® a ,.».....,,.... 1111»„»„ ^hS:.........,.. 1111. „ 1111,,. t :: :v i 1'111 ,. 1111,, 1111.., 1111, .:. ... v,«t .«.,,, ,»» .............1111... »,».....aar,,,..,.,,.... TRACT 6369 .. .,»................,,,.. 1111,,. w..................... \,. \., \. � � t\ � 1111. 111 1 1111. ,. ........ »1aa. —.— �. \ \ v`�„ ,�..... 1111 V:\ , 1 'a ` 1111 11x1,: , , •\., +.. '\ \ ''', :w h ............. `t.` ... x111.., a„w - 1111.. .. 1111.. .1.::>' 1111,' :• •: :' ... .......... . ,,.\ „\. 1111 \. 1111. ,\.1111., ♦ •, .•ti,aa, a 1111.. ,i::: 1111... +, ,,,,....,.,...... .. 111x.» ,aaa.,,, .,t:.... ,,....... ................. •+1111: ,`'; 'i \'� 1111„» .»,,.,,w.,ww.., ,\ :..�[• ••\ � ', x111... "•, +`,. `�,�. 11x1,,. ,1111 .. \.: 1111. : ,•..., « a,,.» 1111 �'\. \, w ... 1111 \ .,.«»......................... 1111.«»aa. 1111.. 1111.. ;� ,\ `*.. 1111.. .. 1111... •C .��„ x111.., .,aaa.,,. \ 1111 4' ...................... 1Za�♦ t .. .. 1111 1.111 x„»++1x11,,, .aaa................................... ... 1111. � t\.111..* •\ a n1.. k «vaaa.................... 1 1111.„,a,...,... \ ........... ...... 1111, �.� ,` \\1111,,, a ,,,,w .................... .................. 111„..,.»,,.................. x1»11: , ... 1111,»» \ �- «.a„+ay.,,,.., ...................111,,... ''„ , , x11.,1. .»a,,... � t, .,..,.,,................ 1111.. .....«...-. a „ \ arra,. 1. .. 1111 a 1,1..,..,,w...... � `\. , � .11,1.1 .......... ... •'h 1111., a.»,», ...x111+1»».,., 1111 + \.......................,...,,,.,.,...............«-...a...»,,.,,w,...........,.»,,,., : 1111 »»»»................ `� »..,»».,».............,.... ,. ».»». \\ 1111 a.»aa,,. ,... .............. ...arara.,,, 1111... T � \ w ........... 1111 a 1111... PHASE & 2 REVISED »„1111...»1»11,.,,,...::....,.,.....»».aaa, 1111., . ,a»».,,».,,,.».............«a 1111 ..,+•\ ».» w w,,,» ........... . »,»,..,., « a «..1a... \♦1. E 1 »»» , . »..,,. 1,»a 1111.,... «,« 1111,\1111 U _ E E 1 1U Q ECO V 11 I � � � / '\ \ I I I I 11 I . I 1� I I ]:E> I , z .1 E I i \ ) I I I I 1: I I � zI I : \ � � \ CASA V ®: I 1 HUGHES LANE/MCKEE ROAD �� `��� - I\ a ' \ 1 A I I I I I � I I B CARTAGENA GROUP LTD . . 1345 PIONEER AVENUE - I I I I PORTERVILLE, CA 93257 PHONE (559) 359-3562 B ... "Ill,--.” .. ..... � ......................... --- ........ � ... -1111---- ... - ... � ..... -%,%%%,%, ............................ 1111111".- ..................................... � ..... I ........... ----l-1.1-1 .......... . . . . � ... � .... "'%%%%%%% ............ **'*'*'* .... ....... . ........ * ..... * ........... % .................. ** ...... ** .......... ... -",* ......................... --,**'*'* ........ ---,-",* ..... ** .... . ........ --""*,* ... ­ .... * - - - ----------------------- 111111".1-- ............... 11-1111"...- ................ -4 Lu 1 MCKEE ROAD I : > 1 0 . 0 41c ,I ®__ .,_ _■vm� 211 W -` Q 10 W ....................a»»»,»»,,,...,............«..»"I.......I.....I.....—,»»„»....................----»»................11.,,,11:...»...... .......«„aaa»«,,.,..,...,........ „1,»»»» ` x , LLJ».............«,,,,„,,»,.....,.,...«.,....,«,,,,. 1x11. 3/411 ,., C'3 :ti..... , ,,........... \ »_—.....» . «----,---,l .111.........1 1111,,, .. .... "a ” ..., ,,. »1,»,.,..,,..... x111. -1— ;ti„ x111,, 1.111,i)�i —` ;�, ti. W1%111111.---� , 2 E 1 *•\ \ il,1x1»1, 1111... aa1,.,...,...... .•....,ra.ar.1 ^ '`.,.«.•S, \\,.. '.\.r,.:' \. \ h •, ��—. ,........................,,,»,,,.,.......,.........,.,,:»+vv.,w.w............... \x111? \111.1 \.1111: ♦. ,v , \ «»,,,,,,...,,»w......,....». n.v1,1a1........................ 111x»x111,x»111. 1111.. », ,.. x , 1111 111x, .................. - Z «va ,,, 1111 „ `'�\ •�.'' «,,,»»»,..... x111»,a.,...,.., »».r»...,, «.»», ♦\ ,.. �. ` , 1111) 1 1111.. ..»»»»...................... 1111 ».,.,,....t...t ....,«,»,»», aararal. x111... x»111 ..,...... .j I E«4, . \ \\ ` 1111, `—, ,...... ,.,, U '% \ \ ,il `1\ 3/4 : `• II <E ® E ::�E 1 m TTLInSHEET Lb 1 1 . �B POD T—OF—CONNECTION •A I I VAI VF InFNTIFIC',4TI0N KFY WATER METER- 2” STATIC WATER PRESSURE- 80 PSI BACKFLOW PREVENTER- 2" RP BFP CONTROLLER- 12 STATIONS MAXIMUM FLOW DEMAND- 38 GPM VALVE STATION � VALVE G.P.M. NUMBER 10 VALVE SIZE 1” DRIPS SYSTEM DESCRIPTION POINT—OF—CMMCTION *18 WATER METER- 1” STATIC WATER PRESSURE- 80 PSI BACKFLOW PREVENTER- 1"RP BFP CONTROLLER- 8 STATIONS MAXIMUM FLOW DEMAND- 4 GPM F�--v KERRE LYNN. DRIVE SCALE= 1• - 20' MCKEE ROAD I. h . .,�. ♦.♦, ,. .\\,z?, \,\ \4,+.,\ \\\♦\`\'t\\'♦t�,W\♦`+oe•'�\t♦\:\'\'\\i'♦t'+.��`\-t\*`�X.VW,\'4- , \ \ .♦ ,.+. 1111 \..\ \ \ ♦ \ .. \ ^?, \ \ \� ` \ ,.,,,w»,. � , , ”, . \\\ \ \ l 4\\ \ ♦ \ **, \ 1111... 11, x111»„ �\ i ,`. �`•. ; \ ,. ii4 ♦+ ` .. - \\\4 1111 `l \\\ \ \'v ,v.,♦ \ll.... W ,t,\ \,♦\♦. ��. \�\.\\\\.♦';.0\\C,+,'+. ,,t : - ��� r«»,, 111,1 \ \ \ z \ \ ♦ v a k. • +., .. � 4 *•v — `— \\ ,\ .. t\ ..111111- � \ „ %♦\♦1\111, 4 \ 4 I 1 I �y��,--II.�.i- I ,,�I.,.. ....':I.I�.�,��.,�"\-'%%”-1�I- i 4 i i i , I 1111,« ,+, 1. \ 1 ti ... ±1»w.w±1111. +.. 'l, \ \ ,\,a — , ,, ,♦.� .�� \ ♦ 1111 ,w. \ \ \ \\\ I; \\•M.�,\„�a,�„ hh\ \ y♦,.1 4:„ \`� 1+111 , 4v. 1\\+•.'t\•.�..\,,,..` , 444\i �. v , , , 1 t , , , 1 ,;+ .v.,».:,, \ '1""k%�,';\,:;:\'`\ra1,»,,%,—, t.....",...,v4' — 4 »».. .»..»+,..,....Y.\,�•4 ,»v. �,...,..i....• �.. •.. �.....% ».. ,�\,»,:'?i \♦ \ \ \`\ \..\ ,x- ♦ \\\. ;\ , \1111;, %,-,\\\ \ ``ti»»,\; \. 111111,»»'«,,,,»4,,.w ...:.,11111,1,.,,.,»„»,,,,\111x.. ,,.«»»,A»,,...»......, 1.,111. \,,..,,..,..:v�.... INDEX MAP � . . 1.5-6369 Ph 1 & 2 SHEET DESCRIPTION SHRUB IRRIGATION PLAN R E V I S I O N S SHEET N U M B E R L50F 19 PROJECT N U M B E R 16-345 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. POINT—OF—COWCTION *A WATER METER- 211 STATIC WATER PRESSURE- 50 f=5I BACKIFLOW PREVENTER- 2" RP BFP CONTROLLER- 12 STATIONS MAXIMUM FLOW DEMAND- 38 GPM, MATCHLINE, SEE SHEET L5 mr aia° FEZ z LIU '� I co t UA . ....... . ...... . . . .......................... M -J J 5/4 .. ............................ ................ . ........................... c MATCHLINE SEE RIGHT roilEl TCHLINE SEE LEFT /4 '44 Uj Z 3/4 k DIII I` 111111110,111111M ATCHLINE SEE RIGHT 39 TREE MATCHLINE SEE LEFT D 3/4 ru ej1/4 x . .......... MATCHLINE SEE E m m 06-im llillill RIGHT H INE SEE RI HT (:E . ..... a---:., = m so go .......... III III .-.-,KE W. LY.. ..--.,-,DRIV ......4 ..... . ... ...... III .......... .............. . ............... . ..... . . . . . -e Z i L j It �: � I I I ,\ I A I I A, J1 3 /4 ............ ...... 0 .................... LIMIT OF WORK VALVE STATIONVALVE G.P.M. NUMBER f I 10 VALVE SIZE SYSTEM DESCRIPTION NOTES REFER TO SHEET L3-L4 FOR'TREE IRRIGATION PLAN. AEFER TO SHEET 1-7-1-9 FOR IRRIGATIO EGEND, NOTES AND DETAILS. LU z .j U) LU Eel SCALES 1" m 20' I............ .................. _m I , -01 111. p -m -k ............. .1 ................ ........... -311 .. .... ......... ........... -t ........... lit HIj 0 g ......... Z ............ .... . ...... . ........ 1.3, . .............. .............. N.]% J ull r Q ..... ,.^..,, .....,,,,,,h ............... INDEX MAP t L 1.5-6369 Ph 1 & 2 -- -- ------- vNtADSCApt RIOS No cl-> "Signature 4c k SEIRTEMBER 30, 2018 Exp 7M-fM lF Clote OF CK0 D A T E OCTOBER 5, 2017 S C A L E 111=20'-0ll DRAWN BY MER CHECKED BY JR 111110,11 01, 10h hash 12001 0 w 1 11-511,6 .,Igh mom \v\\m Alftok -\\gp- 4 \ Im b, 11900; xm: sm. INK R E ... L XELb 11h MENKE mizims tO MIMI' m mdoMENIm Mt w IX gg\ vo .. w'g. \ .o -k- INE11, INz .11111M\1 111MIM, 10 lWa.." m 1% momi, Vxlv a \g. h 'ohl 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 TRACT 6369 PHASE I & 2 - REVISED ECO VILLAGE .CASA VERDE HUGHES LANE/MCKEE ROAD CARTAGENA GROUP LTD 1345 PIONEER AVENUE- PORTERVILLE, CA 93257 PHONE (559) 359-3562 SHEET DESCRIPTION SHRUB IRRIGATION PLAN REVISIONS SHEET N U M B E R L6 of 1 9 PROJECT N U M B E R 16-345 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. 1.5-6369 Ph 1 & 2 DSCAPF RtOS h0 q�r Signature SE� EMB R 30 2018 D A T E 10 30" LINEAR LENGTH OF S C A L E 1't=20'_011 DRAWN BY MER WIRE COILED JR 'r \� O APPROVED WATERPROOF QTY SYMBOL MANUFACTURER MODEL NUMBER PSI RADIUS GPM DETAIL REF WIRE CONNECTORS, TYP. F H T Q F H T Q r....+.++.. 3 VALVE IDENTIFICATION TAG 325 ® RAINBIRD 1804 -SAM -PRS WITH HUNTER PCN -25 PRESSURE COMPENSATING NOZZLE 15-70 FLOOD 0.25 H/L8 �. 4 PLASTIC VALVE BOX WITH O 78 RAINBIRD RWS-B-C-1401 ROOT WATERING SYSTEM 20 FLOOD 0.50 I/L8 LOCKING LID 156nS UNITS TOTAL EACH SYSTEM REPRESENTS 2 (.25 GPM) RWS BUBBLERS O FINISH GRADE/TOP OF QTY SYMBOL MANUFACTURER MODEL NUMBER DETAIL REF r �.. r .:. .:vata t xS MULCH 4 5(DMASTER CONTROL2 AVAILABLE AT 12 STATION CONTROLLER- SPECLINE#RB3ESP12LXMEF/VITSB-22SS/RB91 612B/K PCSA-LXMEF24/KCP113GR A/L7 KERN TURF VALVE PER IRRIGATION F����� SUPPLY THE ABOVE SPECIFICATION INCLUDES -THE FOLL G: LEGEND O PVC SCH 80 NIPPLE 1. 12 STATION RAINBIRD ESP LXME SERIES IRRIGATION CONTROLLER WITH FLOW SMART MODULE. 'INSTALLED r� 1 M-ATON, 6 ��_L'� � � (CLOSE) 3 z 2. WITHIN (MODEL#VIT B -22S ), STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. 3. INSTALLED WITH (MODEL#RB91 4613B) PRS/CELLULAR NETWORK MODULE O PVC SCH 40 MALE 4. INSTALLED WITH (MODEL#KCPC -LX F24) SUB-ASSEMBLY/TERMINAL STRIP 2 ADAPTER 5. INSTALLED WITH (MODEL#KCP113 GROUNDING PACKAGE � O PVC MAINLINE PIPE 6 6. INSTALLED WITH (MODEL#RB91 Q4613B RAINBIRD IQ CARTRIDGE. ® AVAILABLE AT (MODEL#KCPLXME-RG) RAIN SENSOR WITH VANDAL GARD .V � Fa 10 BRICK (1 OF 4) � 2 KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: HUNTER MINI-CLIK RAIN SENSOR MOUNTED WITHIN B/L7 � �> mol am: m� 7 11 6" MIN. LAYER OF PEA o SUPPLY HUNTER #SG -MC STAINLESS STEEL SENSOR GUARD ENCLOSURE. 'r��` =: 148 8 GRAVEL 2 CU.FT. ) M DEL# 2 Y 2 RP BACKFLOW PREVENTER AND MODEL#825Y 1 B KFLOW PREVENTER AT SUMP 12 CONTROL WIRES 2 ® INSTALL ON 4" THICK CONCRETE PAD WITHIN STRONGBOX SBBC- 5SS BA KFLOW ENCLOSURE C/L7 ' . 13 SCH 80 PVC UNION INSTALL V.I.T. POLAR BEARIER #PBB-45 SLIP-ON INSULATING COV AT CH LOCATION. Z .1;:111"1". li �� P -O �"O Mk.� � 1, � "2���� "�� �, J�.�a. Q 0 0 0 ° ° 9 ° O ° °O o o ° O QOdJg 9 � �U °o0 Oo EXTENSION LENGTH AS 2 My RAINBIRD �� �� (MODEL#150-PEB) 1 1/2 MASTER CONTROL VALVE; SAME MODEL AND 1 MASTER CONTROL VALVE AT SUMP D/L7 2 FS RAINBIRD (MODEL#FS150P) 1 1/2" FLOW SENSOR; SAME MODEL AND 1" FLOW SENSOR AT SUMP E/L7 .x...x:s o 0000 oQO�goo 14 13 00 ° Oo0 REQUIRED — :♦' 2' ,w,.y,,,. '.??' `'' Z 7f$ ; ,33i .. :. ..:. :.. ::R f` \r\' .2 . L'� _ 1 2 11 15 LANDSCAPE FABRIC 10 o 3 N APOLLO MODEL#122T 2" GATE VALVE ( ) F/L7 2 ® RAINBIRD (MODEL#PEB-PRS-D) PRESSURE REGULATING CONTROL VALVE - SIZE PER PLAN G/L7 i ............................. ............................ ........................................................... ................................................ .............:......:............. ..................................... ................: 15 IRRIGAT-ION CONTROLLER MASTER CONTROL VALVE INSTALL VIDY AND SCH 80 BALL VALVE ON MAINLINE SIDE & 1 SCH 80 UNION ON LATERAL SIDE (ALL VALVES) SCALE: NTS 2 EZ EZ-FLO (MODEL#EZ005-FX) 5 GALLON CAPACITY FERTILIZING SYSTEM, INSTALL IN 30"x18"x17" VALVE BOX H/L7 SCALE: NTS 5 ® RAINBIRD (MODEL#PEB) CONTROL VALVE WITH VIDY AND SCH 80 BALL ON MAINLINE SIDE. DIRECTLY DOWNSTREAM OF A/L8 THE RCV WITHIN THE SAME VALVE BOX, INSTALL TWO (MODE L#PRB-QKCH K-1 00) 1" PRESSURE -REGULATING BASKET FILTERS, 200 MESH. DOWNSTREAM PRESSURE WILL BE REGULATED TO 40 PSI, MAX. _ AS APPROVED PVC PIPE SCH 40 MAINLINES TO BE USED FOR PIPES 2" AND SMALLER, SIZE PER PLAN B/L8 1 FINISHED GRADE IN TURF AREAS 8 BRICK SUPPORTS 0 0 18" MINIMUM COVER AS APPROVED SCH 40 PVC LATERAL LINE - 12" MIN. COVER; SIZE PER PLAN - 3/4" MINIMUM SIZE B/L8 O PLASTIC RECTANGULAR VALVE (DPVC MAINLINE PIPE �'=_______ AS APPROVED PVC SCH. 40 SLEEVING- FOR PIPE SLEEVES: TWICE THE DIAMETER OF PIPE CARRIED &FOR WIRE SLEEVES: C/L8 l� RAIN SENSOR AND VANDAL RESISTANT WITH LOCKABLE COVER. HEAT 10 LANDSCAPE FABRIC ENCLOSURE PER LEGEND BRAND "FS" ONTO LID. REFER TO WIR E HA O E L3 4. L I U ROAD 2 WIRE TO IRRIGATION CONTROLLER 3 FLOW SENSOR, PER IRRIGATION OPVC MAINLINE PIPE TO MASTER CROSSINGS & "IR" SHALL BE CHISLED ON FACE OF CU B WHERE SLEEVE ENTERS THE ROAD. " LEGEND VALVE,(NOT LESS THAN 10 PIPE NO SYMBOL AS APPROVED IRRIGATION SOL C R C O I = BURT L B&C/L8 O CONTROLLER ENCLOSURE- PER LEGEND 4 FINISHED GRADE IN SHRUB AREAS. DIAMETERS) PER SPECS. AND 0 #14 AWG CONTROL WIRES, #12 AWG COMMON WIRE, UTE WITH MAINLINE . O CONTROLLER- PER LEGEND 1 �� PLAN.: O 24 WIRE LOOP COLOR OF WIRES TO BE AS FOLLOW: COMMON WIRE WHITE 3 Cy-\ 0 POURED CONCRETE BASE- (' 66 45 DEGREE PVC MAINLINE _ CONTROL WIRE BLACK �✓"� _ SPARE WIRE RED - - - , 4 PER DETAIL A , THIS SHEET. FITTINGS NOTES: �� MASTER VALVE WIRE - BLUE & STALL IN 1 CONDUIT TO CONTROLLER O FINISH GRADE INSTALL FLOW SENSOR PER THE O 6" MIN. LAYER OF PEA GRAVEL FLOW SENSOR - PAIGE IR -A- & INSTALL IN 1" CONDUIT TO CONTROLLER MANUFACTURER'S RECOMMENDATIONS UNDERGROUND COMMUNICATION CABLE IELD D`' ND A M R 1 G/1 AIR (2CU.FT.) AND WIRE TO IRRIGATION CONTROLLER. 1 NO SYMBOL 3M DBR/Y-6 WIRE CONNECTORS- INSTALL PER MANUFACTURER'S RECOMMENDATIONS D/L8 2 4 NO SYMBOL APPLIED VALVE BOX WITH DROP IN STYLE LOCKING LIDS; EACH BOX TO BE HEAT BRANDED WITH PROPER ID E&F/L8 : M 9 ENGINEERING STANDARD RECTANGULAR SERIES 1015 1 G2G VALVE BOX FOR RCVS & FLOW SENSOR 5 4 JUMBO RECTANGULAR SERIES 1320 1 G2G VALVE BOX FOR MASTER VALVE 3 5 2 9" ROUND SERIES 910L 1 G2 VALVE BOX FOR NON -FLANGED GATE VALVES AND QUICK COUPLERS 6 NO SYMBOL NIA CONCRETE THRUST BLOCKS TO BE INSTALLED WHEREVER MAINLINE TEES OFF OR CHANGES DIRECTION G/L8 • a .Q . • .. - :a a . ... 6 3 ® RAINBIRD (MODEL#44LRC) QUICK COUPLER WITH TSJ-18 TRIPLE SWING JOINT. H/L8 -I I -I I-III—III-I (-I I -I 1=1 I -III-III-III=III=III-III-III-III- -- 10 PIPE DIA -- FLOW— --•- 5 PIPE DIA-- �� INSTALL WITHIN APPLIED ENGINEERING 9 ROUND VALVE BOX '—III—III—) 11=1 I I=III=1 i 1=► � — - 11 0 0 0 7 0 0 8 1 © APPLIED ENGINEERING VALVE BOX WITH DROP IN STYLE LOCKING LIDS; EACH BOX TO BES AT BRAN E NITH R PER ID STA ARD RECTANGULAR SERIES 1015 1 G2G VALVE BOX FOR SPARE WIRE.�ONTACT C.O.B. FOR SPECIFICATIONS E/L8 2 [-E] ELECTRICAL CONNECTION 120V ELECTRICAL CONNECTION PROVIDED BY OTHERS 9 10 FRONT VIEW 2 WATER 2" & 1." WATER METER PROVIDED AT LOCATIONS AS PER PLAN; PROVIDED BY OTHERS. RAIN SENSOR FLOW SENSOR METER SCALE: NTS SCALE: NTS ..�,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„,,,,,,,,,,,,»,.........,,,... .....,...,.......,.,,,,,,,,,.,.......,.,.........................,,,,.», ,�� 1� CONCRETE PAD- SIZE TO BE 6 LARGER THAN THE BFP ENCLOSURE ON ALL SIDES .. 1 4 5 NOTE: 2 INSULATED BACKFLOW ENCLOSURE AS INDICATED IN LEGEND 3 EXISTING RP BACKFLOW PREVENTER AS INDICATED IN LEGEND O \\\ 4 \ .� + \ ITEMS 3, 4, 5, 6, 7 AND 8 ARE 4 3 2 INCLUDED WITH THE :: : EZ-FLO SYSTEM. ITEM 11 IS ID�ID� 4 BALL VALVE O C ' _ PURCHASED SEPARATELY. l 2 a �\ k# 6 3 O GALV. NIPPLE 3” MIN. LENGTH KK� 7 6 5 900 ELL (TYPICAL) (DGALV. l� FINISH GRADE —1 �- _ - - _ —� II I III III _ J k � 8 7 WATER IN - CONNECT BLACK O 07 GALV. UNION (TYPICAL) .,IIIA VIII 2� ROUND PLASTIC VALVE BOX 10 TUBE TO BLUE CONNECTIONS = z 8 GALV. NIPPLE (TYPICAL) - V O8 1 N 3 GATE VALVE- MANUFACTURER O - ae !`e lMS.[ai�!8.n 'Or F'lewW.'Fr.::.e'4f ��5+' _ : 0 0 0 0 og o ON P PROPORTIONING CA AND O O QO O O�O � o ov�pp �0 0 00 0 U CO LING �00 000 P t 9 . 9 FINISH GRADE O ': " '~ D AN MODEL AS INDICATED IN 3 LEGEND, OR APPROVED EQUAL11 4 , .> . - �' • ._ �.: moo° ..� O OoOo 8 1i4" TUBING CLAMP -BOTH THE O _.: -- .•. -.::.n..:.-._.-:.... -..::. ; .a. =; - ET - 10 GALVANIZED COUPLINGS 9 GREEN AND BLUE COUPLING FLUSH WITH CONCRETE 10 4 EXTENSION LENGTH- - - ...�� �f 13 D14 T TUBING CONNECTIONS (TYPICAL) r: 1 1 PVC MALE ADAPTER TO AS REQUIRED 7 5 _� _ _ ����� �' 9 APPROVED BACKFILL 't IRRIGATION SYSTEM 5 PVC MALE ADAPTERxg o FINISH GRADE PV C MAIN LINE TO VALVE 13 �� �� �� 12 1 12 x12 x12 CONCRETE THRUST BLOCKS 6 6" MIN. LAYER OF PEA o O :' :'' . RAVEL 2 FT - I G ( CU.FT.) cfl �. co -� .0 R - ' , _ - °'`�`�'���° _ . 2 PLASTIC 30" L x 18" D x 17" W o VALVE BOX & LOCKABLE COVER MANIFOLD 0 EZ BALL VALVECOUPLING NOTES: 13 TO POINT OF CONNECTION O EVENLY COAT GALV. IRON FITTINGS ADAPT AS REQUIRED - O IRRIGATION MAINLINE g r :.� �_� 3 PROPORTIONING CA CONNECTOR INSTALL 0 P WITH FEED - ADJUSTMENT KNOB ER FLOW MEN ACCORDING TO WATER EXPOSED TO SOIL AND CONCRETE WITH O LANDSCAPE FABRIC _ ��` ,���-� :. O 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 �� _ ,'':� 5 EZ-FLO FERTILIZING SYSTEM CU. FT.) PVC TAPE (3/4 OVERLAP) DETME R., � v4 M - PER IRRIGATION LEGEND (2 '(� ;Wk 13 PVC MAIN LINE FROM BACK - FERTILIZER OUT - CONNECT CLEAR -- p�yy E `:J FLOWPREVENTER ' TUBE TO GREEN CONNECTIONS ON O LANDSCAPE FAB RIC 14 ' PROPORTIONING CAP AND COUPLING RP BACKFLOW PREVENTER GATE VALVE REMOTE CONTROL VALVE EZ-FLO FERTILIZING SYSTEM SCALE: NTS SCALE: SCALE: NTS NTS NTS 1.5-6369 Ph 1 & 2 DSCAPF RtOS h0 q�r Signature SE� EMB R 30 2018 D A T E OCTOBER 5, 2017 S C A L E 1't=20'_011 DRAWN BY MER CHECKED BY JR V' \* ::\� dl M`odd `. Sm Vv.\ 4y1 km 4 \� .\`.`• :NNW 11ME, xmm % 11111-111 ...... ...... ME, IN wo 10101 MxN m 1 -.1ol xmffiqlm kok m % x m oll l.. ma n \% a -%m IM RIM`* vl,.� ISM\ \\q\\im\\q\\%i\\mip : \w \. • \+ \\ %Am \� ` k1044 \ r Am d\\: 1\00110\0 :,'`kk' LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT &CLIENT NAME TRACT 6369 PHASE'l & 2 - REVISED ECO VILLAGE CASA VERDE HUGHES LANE/MCKEE ROAD CARTAGENA GROUP LTD 1345 PIONEER AVENUE PORTERVILLE, CA 93257 PHONE (559) 359-3562 S H E E T D E S C R I P T 1 0 N IRRIGATIO LEGEND & DETAILS REVISIONS SHEET N U M B E R L70F 19 PROJECT N U M B E R 16-345 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. :11,111,111,111,1111,'ll""I'll""I'll",'ll""I'll""IlI ................................................................................................................................................................................................... � : : : 0 FINISH GRADE TOP OF MULCH REMOTE CONTROL VALVE PER : 11 : 1111111111111111111 : : 0 IVOLTAGE .1. I I 11 11 I 1. ! . 111111�1�11��� (1111111`1111"111 LOW WI RES, 3 I : IRRIGATION PLAN NOTES . I � I )I ! IRRIGATION LEGEND � I " : I . ! VALVE BOX WITH COVER D ! I , � I : Q : I I : � .1 I WIRES PASS THROUGH GROOVES IN TUBE LID TO : I I I I = � � I : I : I Vk-ISM. ­ @.��-W`"-: I t CONTRACTOR SHALL PROVIDE ALL LABOR MATERIALS, AND EQUIPMENT : ...­.­ . I : I PRESSURE REGULATING QUICK (D : I 11, ­ I ­ I t I I I'll � : 1 30" LINEAR LENGTH OF WIRE, (D : S,:&W1KM,. � I : , , ... I 11-V i, , . I : , : , � 41M ,{\. � � : Z . , , 11 �11.1,. .. I. .. - ! � I.. � . . I 1MMM .... .." 1. (�3 ALLOW LID TO CLOSE : . NECESSARY TO FURNISH AND INSTALL THE IRRIGATION SYSTEM AS SHOWN ON -'.' - ­ . �,.13 .... .. , : :: � �:, _--N .-�', : . . CHECK BASKET FILTER: : I �=. 1. - I COILED 2 : I ­� 11. I I 1, : . : �, . I - I I I... THE DRAWINGS, AS DESCRIBED IN THE SPECIFICATIONS, AND IN ACCORDANCE � . : ... I.1. I .111, I : RAIN BIRD PRB-QKCHK-100 CLOSE TUBE LID AFTER WIRE IS INSERTED INTO : � .1� .11 � ­ , I 11 ::: � .11 : : I I'll, ­ , I I � I � . : 0 : . I I � . I I ­­ 1111.-.-,.`� .11 t : . I .... ­­�� . ,� � � � ,: � : I I . : .. ­ I . ____ *'�:: : G WATERPROOF CONNECTORS . . ., I I � I., ., WITH APPLICABLE CODES AND ORDINANCES. INSTALL I OR 2 AS INDICATED ON PLAN. TUBE � .1 ...", .`%` * ''Ill" , .. - _-,*K�l I ! 1. � "'. , ,­ I , I : ;..,.:�!�'..,� , : I I 11 . . I.- %s I I .1 --�... , - � I'll, ,*,-,**,--,-��,�,,�,,'�...,:�.:�,..,� . I .m. 'I "I. I I , .. , , , i .". 1 3 : . , - -:��`� . 11 BALL VALVE- SIZE FOR VALVE FLOW POLY TUBE PRE -FILLED WITH WATERPROOF GEL ! [ --,,*,%%,,,- I I I I § . ­ � : 0 G i 'I ­ � � .. (D PVC SCH 40 FEMALE ADAPTOR I .0 I : . DESIGN REFLECTS COMPLIANCE WITH CALIFORNIA STATE ASSEMBLY BILL 1881 3�,, ­ ­ � 11 11 1, . ­ 11: : .221 1 ,� : . .2*!� !� . 1. . I ­ ­ I . . I . 4 5 LOCK TABS PREVENT WIRE REMOVAL ONCE : :. ­ I., 11 � 11, &Pmw:. �<i�:�". I �� : I , I . (AB 1881) AND THE STATE'S MODEL ORDINANCE AND/OR THE LOCAL GOVERNING I t I I * , . - I . I 11. I : 1. I . . I � I...''. � : , '', *� -,� ---� -�, *N�, ,`,� I �. Q VALVE IDENTIFICATION TAG I (D : ".-W . � LATERAL PIPE : :::::. .... ,�,,,,-iA�l 4..-,---.-., -.il,'�' *.'% 1. : I . I . _. i,,-, .,�.;-,. ,'..'.. ," - ,� �.'A:�,�,', - �� : 0 CONNECTOR IS INSERTED : -�--.::,:,�� I �.�%%,..,.'nk..�: , �,� . �, : I ,_ , � ij�- 1. �::,::4� � , AGENCY'S ADOPTED WATER EFFICIENT LANDSCAPE ORDINANCE. " .. : I .. i .11 . I : I : ----1 ­ ------- 11 . ,x I � . - , : ­ I . - : . I•I � . . I I - , . : : I . I : , . � .1 1-11.1-1 PVC SCH 80 NIPPLE SCOTCHLOK ELECTRICAL SPRING CONNECTOR. : I � .. � '. I � � 1. I -1 . : I ­ .1. . I I 11 PVC (D � I :. I 1: - ­ .: .:: . : DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SHALL BE RESPONSIBLE FOR : I ­:: .,:::: . : I � : � 1 ': . I : - ­ : I I ! : ­ . . . . . . . . . . . - * ­ .... . � I I =, . I 0-\-& 11�) (LENGTH AS REQUIRED) WIRES SHALL BE PRE -STRIPPED OF'11/2" OF THE � I ­ I X� .1 ;...�­ ­ :*..., ;1 . 1. ! I . : - ... I : 1: I'll ­: �. , . 1. : 11 ".� '. - , ; : I : ,. -,,: ," ...'-` � 77..,.�.....,_. ADJUSTMENTS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. \ "\ t "" _. I 1: :. .., ­ - I ;.: 11 ,. ­ 11: 1 I . : I I . . , , -Y .. I/ I " INSULATION PRIOR TO INSERTION INTO THE : . ­ I . .."111 I .. 11 \\\\\\ 4 1 G PVC SCH 40 ELL 5 I., -, I I : . 1. �!. , , _ "I' *` I . : � , . . � _ . : .... I 11 ..;I � : I I \ CONNECTIOR. TWISTCONNECTOR ONTO WIRES : : I.— . � � ­, : 'I W*`:, -.: -.'.* I � . " A : I .�'. MVM*W ., CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR OPTIMUM I - : I ,At 11 ­ ..T . _ : 0 1 � 1! - ! I :� � � m " ­ 1- I 1 7 'M ,� . .. t :: 111w. 01,4 .A..... , 1.11, . . , : 6 TO SEAT FIRMLY. : I:: I I . .. ­ 1. � *:�!-, .11 : 7 PVC SCH 80 NIPPLE 11 O.M.Mi".100"NUMOW ­=­ I �� I I : : : .- I_- ­­ � 1, ­­ ­­ .1 I....'' � I 11 I I—— I : PERFORMANCE IN ACCORDANCE WITH THE SPECIFICATIONS AND TO PREVENT � .1. 111- , � � � , , .� - ; ­ - - I ­­ 1. ­.��, *..,4 6 . -1 I _ ­ 0 G : . ,:.;�gxx.,:,.\,. g��Ow � ::1 .. 1. I— .­� 1. � I—— 1. I . _- ... L-,.-`��'., ­ ­ � .: :1 X _. . : I Z 4 VAM.M"**K_A May � :: � \:`\� - .. - I :.: ; .: .: # .. ''.. �, I ­.. : 1: �. ..:.::''.,..::::,!.-'�,,,�;]���.,:,. .; I : . ... � _­: "�,,� �-�.­. I I 1 9 (2" LENGTH, HIDDEN) AND I 1. : , ---- ­­.. OVERSPRAY ONTO HARDSCAPE AREAS OR STRUCTURAL ELEMENTS. THIS I A40W, , :M' �* ­ -1 , , I . 1, , ;,.,:, �:�[ : � _"WL46=-_*U:A.A1 fl�: %.�,­:�: :,.$. - !�,,*,�_"�-x I I .. ,---1' -<'. SCOTCHLOK CONNECTOR AND WIRES INSERTED I � I I I . I ,=I* .. .�,`.., , ; i : 1:1 I . � ` ��11: :,, I - 1, 5 1. : . . 1: ­ � -;; �, I , - ­- � : I I ­��,, ­­ � I 11 � PVC SCH 40 ELL . : .., ....­­­.. I 0M:&*=.M.M.___K ''I'll. . .. : � 1t i , 11 11 �. I..''.. ­ I—— 11 . `_ : " IF I : HALL INCLUDE SELECTING THE BEST DEGREE � : :: U^%'kl.-'.M.. . � � -1. .1 , , INTO TUBE UNTIL THE CONNECTOR PASSES LOCK : 10: .. �.. � I ....... I � I I : - - : .... . M.M..**.*.�':',T.�tf*)t�.§'.ft*., I � 1. :: : I I", , I'll. : : .. : I I ''", �ft.--4�ip' .. ­ f 1- 11 ., .. �111.1.1 .. ''. 11 P.- .��, ] I � CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO : oft* � I 11 - . ". . -�,.., - . � I --1.-_.--- �� . 1 12 PVC SCH 40 TEE OR ELL TABS i � � , � I.., �. 1, � .., � � ­ ­ ..... � . �: ,�......,,,�e,.,.:...�,...��...,. [� . ��,k. 11 k7waff MAW:M"#-VV:=1=Z MIW.X�*-\­�'�..;�-�k\r�; �: . I - . ­ I . : I � I ­ I I f i . . ­ � -1 ­ I I.. I 11 - I � . . I . I.., , I11 11 11 -111 I .1-1. I . 11 .. � 4.,Mt; ''I . W== .,,,� I => 0 . : I : ,:: ! T ._'.�� 'r i OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. COSTS _. : 1, I . : I I " .... ­ I I I I I 1, t� I $§ IM: rAKIM., MAMMM 1_i. �­ .", : : � , .. ''.. .'', :,...: , ,: ::�­ I : : � , : , 7!,..,. . INCLUDING MAINLINE PIPE oww��WaftAb woftm:_ 7 .� � -,.,:,. � . : .'n't I ''. 11. , I , I : INCURRED DUE TO ANY ADJUSTMENTS FOR 1 00% COVERAGE, : 11 1. .1 �. ­ . I—: ,�: I— 411- I I _. ,. , ; ... � : �: , � I . 1111-1 .... 11 I I ­ I [ I . . , I I I .11 . I � - . 0 I I—, ­ 1. � ­ 0. I..". � ...... ....". ,� I ! I .k , .�� I I .11 .1.11.1.11 , .. ''. I � : : . I , '10. I �.. 0_1V * .I ­ ­ I : 1. ­ I 00 '_�,� 1: . :. _ I �.. ,I .1 ) C,� 000 � "o (�) ,� NOTE: : .11 ., 04* . � �", " I I I �! : THOSE REQUESTED BY THE DISTRICT'S AUTHORIZED REPRESENTATIVE SHALL , : I ': _ I ��. : i : I . ,. � ­ --- -- - : I.. I .�*­:.41:��aN� � 1. a ­ ,. ..�,,::..'.'�.` :­.'-�­­:�,4.;-,-��,-k , . : , I W "' -L . . . . . . . *: ..�_ - Z 9Z 0 bQ�39?0 : 11: I I I � 11 - I I � � 0 wii�l .�*."*_,,,, - .. . Z 3" MINIMUM DEPTH OF . is:.,;.:�,.�,, *% I ., . L L . . I : -N., , ' ' � : �:: : 1, 6 11 " : I I , I t !L; 99fflW,&VXM,a:W-%L . BE THE RESPONSIBILITY OF THE CONTRACTOR. Q WIRE CONNECTOR SHALL BEA 3M DBY-6 DIRECT BURY SPLICE KIT. ! ...-L.:.1:1. ­�: 'L , ­­ . � ,....7...��"�..��",....,.,.N-.�Ll..', L �L��­ . .1 I RA , . I , I : . ., I I I !­ I-, ., " I : ­­ ­."­­ . L ...� . : : 1 W . . 3 � : &%4&WW.Ww%40**Wk*.I...-L� �� ' : ­ 1. ­_­ ­ ­, L'L1. . 1. L. I.. ...­".- ,.16 /4" WASHED GRAVEL : 4., II'M' .:,: i�: . Mk1j%M.",%M-LVWM11"N.M­=_.. 1:0- . I �i�*I I ,*o :L 11" , ,'', __ L ' ­_ -I .1,! # .0W, _, _ __L: . 4:149mm I11, . I . !7:.. - . . OM -1 L".1". �. ...'... I.: : , ­ : I I I.. � :., - 11 L�l : L I ,. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR A POLYPROPYLENE : I 1.111.11 ­ .4 11 .­ '4� -, SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE P.S.I.() AND A :..­'�'L , , " I : I ­, . : I : I I : �.:,-::":.::.q:- ! I.. ­ ­ .. , """ " , " " ., -._., ��" ­:' """, . ..... r ­ '", : L: : I 1 17 : I I . � : I . :L':,L I • . �­ : L L � - . . Zl:-�"­-.`�11_-, -.7.1'. - ---rl.11`1`117`0� ..::.: 1 11 (D PVC SCH 80 NIPPLE, : 1. I t : � ­ ­ .. ­ . TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED I - I... -� � 'N ..,:%,\,\""","�.�,�......�-...-....�.-��,-,..,.,.,-.�'�.� MAXIMUM DEMAND (G.P.M.) AS SHOWN AT EACH POINT OF CONNECTION ON : I . V, � 11 L.I.. - : : I I :'. U : CLOSE : . . :111, 11 : I , �; t : . I.: : . I PREFILLED WITH GEL. : I I THE DRAWINGS. CONTRACTOR SHALL VERIFY PRESSURE AND DEMAND AT I ; : 111. I....1.11 I I ­ I I L I I 1. I I.., I ­ "....1.1.1'.. ­­ I 1. L. ­ 11 1.11 ­ ''I.L.11L ... L'' L. .­::.; : ­ ...... ­ .......... ­­­­ . . I -11 , -L t 1: 11 L ­ L L L.. I I _.��11,il­ _' : .� �L I N ' ''S .11 CfTyL "' 1'.4".�j\,_., L. ­: : I - . 1 . ... . : I : I 0 . I . . . , . I . � ,L L F BAXERISMEW 1, 0� : EACH POINT OF CONNECTION PRIOR TO COMMENCING INSTALLATION AND I I 1. I I I , L .1 DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT (2 - 3) t I i .1. - . i. I � I I L. : � � 1: . I �",;% .... .. , '', *, L" ­' ' L '''' ". . ,� " " , 1. ,:::: : : 1: : ; ...... . L ­ ... -:::-:::q I L, 11 I 1.11, I :'L : � � P, 'T ''IS , L L I I .� � OR T4R.,u-ST`8-'L-0C?,X. 'kj., . .�.S : 1)L�_- . ­­­­ ­,,'.., ­­ L. SUBMIT SUCH IN WRITING TO THE DISTRICT'S AUTHORIZED REPRESENTATIVE. 13 L I I ­ ,''LL ---1 - I ­ I : P1111"; -------- ...: : : I 1. L I ­ L, LLL L.. ­­­­ 1: .1 I I I � #14 OR (2) #12 PRE -STRIPPED COPPER WIRES. LARGER WIRES OR GREATER � I I 1111''Ll . ­ ­­ - ­;::::: ... :_:_ �::11 :­­ 1.11 I'll, L ... L L I . L ' L .. ... . ! I ­ 11 ­­ I... IL I ... 1 15 � L � � I I 11.11 1 L- ... I I I ­­ I - .­­­­ t I I ...R.: ! . : I ­ , - NI -1,01T .,:,:: I IF ANY DISCREPANCIES EXIST, THEY SHOULD BE BROUGHT TO THE IMMEDIATE , I:, ­ ,1.0A T -� : : . . 11 -11 1. 'I 1, .11 t L M : : F 'PLIS 0. : : t 14 � QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE : I . . I IN. . : : [ ­ ' - I ." -1 1. L L I L L L .. 11 I ,. , . I L L I : . I t L I . 1, .., .� f; L : - , I . : ATTENTION OF THE DISTRICT'S AUTHORIZED REPRESENTATIVE. I t ,'MM��:(�!`L ' I ,:: L ­: , , . L I : ­ I 11 :fT '':g�.���".�5JN,��:':",:::.L::,:�::: ,,:,: ,�, � �M4 .. , CONNECTION. : I I I I 0� Wq'J�L I , ­ ­ : ., .1 .1 ­.­ � , - : ­­ I L LL LL L I ­ 1. L ­ ­ 1. , . -1 t - .. .11 L ILI L : L I o : I L� I : : EQUIPMENT SHOWN IN HARDSCAPE AREAS ARE FOR DESIGN CLARIFICATION .............................................................................. ­­ ... ­­_ ....... _ ................................................................... � ...................................... � ...................................... : DRIP ZONE VALVE ASSEMBLY WATERPROOF V. VIRE CONNECTION THRUST BLOCKS ONLY AND SHALL BE INSTALLED WHENEVER POSSIBLE WITHIN PLANTED SCALE: NTS I D SCALE: NTS , G SCALE: NTS I AREAS A REASONABLE, REACHABLE DISTANCE FROM HARDSCAPE. I � I UNLESS OTHERWISE NOTED ON THE DRAWINGS, CONTRACTOR SHALL INSTALL I : ........... � WIRE AND PIPE UNDER HARDSCAPE AREAS IN P.V.C. SCHEDULE 40 SLEEVES : : t : : I ' : Z : : : : t : : : : t : PLACED PRIOR TO INSTALLING HARDSCAPE IN ACCORDANCE WITH APPLICABLE : I 11.1 4.1 ­ 111.1 � L ­ 11 I I I ­­ LL 11 -1 . : . ................ ­­­­ . : ... I .. L _. L I � ­­ I 1 ­ ­­­ --- I 1. _ ­­ LL 1.111.11 L 111L. 1. . . .1 - LL ....... L ........ I . I ...................... I ... 1:1 -,----. : . �"" : L . .1 t . : I " ' ' :�� , - L, �:,;:_ I ­ 1. 11111.1 I—— 11 I'll ­ ­ L ... ­­­ ... L L L ... : L : I .. L : ­ 1. . : 4==fOL . :L �i : 1, . ­ ! � I . L ; q : CODES. . . 1. .m-, '4 I . t .1 ... --1 . I L' �-Vw= L.. - L . . I ,* L. 1. 0 %.� � : � 1. , �ili� 11 . .ft Aa*L , .. 1. 1. - � I I . -/Z'*W: - L - 11*10ft '' : ��� � ­�- : I :.: ­ ±, - : I ! -, I ., ., I'a . : . NOT L I � I I , .� 11 � '% .00 . : 11 ­ ,,. 1 - .::­..­­ , . , . ! I , I I I I ,��­*;.**'�,,` -, , .� .; . . .1.11 I 11 , WNW L. : . I I ­ I . - ­�� I . 1. L �-�"-*�, .,..,: : : . I . : : I ­ : : . , I _ . ­ 11 ,�, ,W.'I''N"�� � �� . .. V�AaL�.,A ,.. ,;.. L V:ff, , , __��.�.,.,: ..�.. I I _ *'�&_ ,&, -.= .,ft . V&; L . WHEREVER POSSIBLE, CONTROL WIRES SHALL OCCUPY THE SAME TRENCH ----!7j _ ._:�,'�, W % 'N .06qAM..A ! . : I ­ 1, - � .i��i . . . - 0::, ".. . a m.t., I 1-1 I 1 .1 , loom �rm. �a 40MALOM., . ' "­ " . . ". I , L . . .. I . . . I . ... r ­$=:L .: .: : . . i . . : I ... ? .ft - .� �- % ' . . _. . : : I . . I 14. j ....� . . "�*�WV,&L ,?t-, W , 4WA �.: : . I . 5f=&0.V,.-n W : W � '. I . . !. 0. aw .&It, , , * ­ * * , W. .*.-' - *� L L . AS PIPES. : .,�� - : � L,;k. �. : � .... I= .1.1% .1, .. : : � ..:,.�,.. :',I A : ... I I . . I . � : I ...�Wvwlk 10 _F ,j:5KL$f1ft*40j�.*0*M L : : -, .:*ft4kMA0:MWft . , � . I , . I I ... : .. .1. : : " I ;LAM.L )*;=�*:���io _�..._ .�krL_ -'.X'==�L�`�'% � I : . I =WW", , 1. . .--*:w' w*L-,-.,"".-..: I � L.L L ,:: * * . : .*ftW&..'N:%, ._,W ."%. 4 .0 t - . : `;..,-...%,:;,­�z:, : , : �JWACI­ . % ­'. � ­ L L L L , , , . : . : ", . : . ..... L" V : . . ..♦.... '' , , 1. , * I 'I L .".. '...:",`,".�� 1: ger, --� - ", . . L : : ... ..-I " Twv"MUMT-M MM'_- .­.� _� , , .`� , , I : I I I ­ L , ��'-'.' 1: Y" ': : ,� . : .g - ! : ,: -1 . " ... ,.,�. 4:.e : .. . ''. I : L . . . . L ,_y I : ... L L . I : EACH CONTROLLER SHALL HAVE ITS OWN INDEPENDENT GROUND WIRE/ , 11 -mm I ­ j t t L .. L ­ L. . : A— t I , .. w . . �WIIWA& " =1_ = . . _. . ---L- -.1.111 I ILL, I" ,-I � I : 1 a""a- AA& TA,-,�= ,:. 0 ="MWX:V- . %�� .Affip���� L :t_ ,ftr ' "�V ' " L " ' , - =: ..,. ­, , . , � I . . . . . . . 0 _* , _ ­ : , , ij ,* : � L . , L : : I I � . .. ... L I'll..'' 111. I I C : W*' ft,11M R ,.,: - 1 .131��)Iw 1, 8-O&MW " , : I I : . : I 1. *0�" L I : , : GROUNDING ROD. � "Um , .... .M. : t I L1.1 ­ .1111, L ,� , 1 1-11. I ... ' . L , .... 1''... t : ' I . *Wop- ' 4� I I .." . . L I . . ... - : vauwx 14W . _��­.M...+.-. : L : �*� '*W$M:L Aavftl�m&*A�Lftt - . , L ... - - "' .1 *0* : 1 ==Z=02 . "I : I ­ I ., I : I I ,*,. ..., .: .: Im. : 11 . ­ ­ � I . . I I ,., I L I I : 1. wi*al"mn 1. @ , L", '', ­ L I : : I . 1 -11 L I I . � L 0*4**VL..*WMA-%=W=A*Wft1 : 11. ­ ­ : L : I � : . �io,:, 11.1 =,q�'. ­­ .......... *�U- L -­' L .... ­ L I . ?WO*100 *: �: ... P.P0�.ftLW,',L:_­­ : L" I . - I ; : I I '::,* . ..... . W _ . ft : � I . . L , M11Aft,6JM . � . t . ' .Ww _�rN�!,O, � . . .11, 'L:=: 16 ��R,Mk-$�­'�� ­ 'M ­­ : ���� * : � : - . . I : . ., . �, I 1: .� I I I q I ­­�­_­ ---- ­. . : : .1 . . I . 11 vlll� �.._ . . . . ':�,,�,,,-: . . . . . . I `�'­'?" . "': "'..' -� : � _ : .." . ­­_­ - !"' L' . I.. ��' �'L, ,:: ?'�­"_-'�'��",`*',`, _' _�-,,c�".'LL..'.., -- I 1. ,1,1-1��;;;�.,�*�.-. i .... : * : : I .�� SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE : &WWS�ll-WIADMK4r4N�Klk.hsk"RMIW.,: I I : : , , ...... ... , , L : : I I I � _0 .' I i#...' L , ­­­" .. : L'.�'. ­.�� .�� I .�X � *.. *: : I �m4ftmOft$. : I L I _.. ­.;. I , �:::t 'L. "L. . : I : : .. ... .:.:., i: . . . L .11 I . .98Wftr%=9=M 1, 1. . IL t I : : : I :::-!.i` ­ -L--'-- L1- , : - . IL I .... f§=$P0)=­ L : I :� �, - �.3k L L. ­ 'LL''LL'' L­'_­LL­LL­.­­­ ­ .......... . . L .... -1 : I . I... . : : J. I : W.. .� L . I . � . .=._ -9WMar1XW1W � *4NOW . I : . I : I .,am Wm.:?W.MkAW, * I . : _! +' 11 I = ­ L ­­LL"'LL''' '""", . : I BOXES. CONTRACTOR TO LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE I L . .. r ,ra",%t� .1 I I � _ ': 1. . L . W * .AaL,,�, : L I L .,LLLL' _­­,�,'�"'k'­ ; .: . . . . . . . �.W' IL ! I L L ' % _ I : 11 . L.. 4U.P"'M "W-0 -.--1 ...""'L.., i4KWV. :1 I . _... . :,:.,.i , :,j�W,,W­­L;­ ­' ­ ­­­` 1. L- .11 . L '- ­ , , _. __ _ _ ., 11 : 'MMM, 10 "Wrk", VWW. %__ _ �, : •­ ..... . : - . . . � #00*L. L'' ��"'.'_ L'� �_`. : � � �\, . ._ " , , "W. 7-1101"M .. ___...... � � 1: I L I a :4VMM j.., , 11 I . I I . : : I . I : 1M%0M"WMnI*,VW-: ­�* ::... ... _ . ... � I'll, : ��,� : I .jL 11 : : 1: 1 I I., ' L. : . . : : �" **, W%: MMN - I . AND EVERY 1 00'ON CENTER ALONG WIRE RUN. TAPE WIRE BUNDLES 10' ON : 40MV.... . - - _ .. aw"'"', .. 3., 1­­­� I 1.11'.. I � ,:,­...', ,�,>,> if, . : �,..' .., � .. . : 't� L' a L* ,. .--- � �j 1-1. `1 __.. L .. - - .. ­ I : : ; . , - ..O.. ' - �4 $, : . �� . , .1 .�� I _ : : �,_ ;� _ .. I ,.. .:, .0 . . = 'W�;'�* ­ LM68, I.R., : : 11 _ ­ 11 V110M 1: ' I 1. :: , 1%.,:��, I .... g, 11 ­ % . :::.11 11:'. ----: I I L L ' . ­ I I ­ I I : : , I I I I .. . ;iW , : I .. - " I . CENTER. NO TAPING WILL BE PERMITTED INSIDE SLEEVES. : L L . I I.. . A I � I I . . � � I I �, I 11.1 ­ I , L I , 1. : 'I UA%"M1RVaL0W:0A& P4, W_ : '��' I I t I . "I'll . '�. _ 11�.1111, :.­ : .. A. .11 I I I . .. , sW�a �im I . "I �� . . ,-- .,-. - .. . : 1: .1 I : "', - I : - . .: , --�.% ...., k. .. _' I : -k�ftt- -in, 0�-m4mkvimm I .-Fir, �,.` . I ..! - I I .. I I I I : : ; -.� . , .. L. -.� -4 . , L . I !N'�: .. : 1 11 .. I.% I ­;� I , . - .0". •A. , � : I � . L L .. L W . . I I -1 I I'll, I �L: . L - : � . ­­ . 119 �. ..:t..-.. " ,7 1 : ..... .. &�,� _, * ..... ..... L ' L LL' ;km~^�A��A�460"$�: : I � . , I . .. I I I �..., � I : ... L :W L L - L L L _­ . ­ : L .,..'... L, *:L L 11 � : �, I �. I I 0. . � ­ � I .L .1 . *VM.*0M* -;A� -,'A MA ls�*, .: I � I . - � L Z � Amm- I, 1. , , L: I . L .. .. . ...... ­ L ­ ' '' ' A P. ,':Ow_ AP 0 .� - - . "' I � I . I I I :)�� . �.: I 10 .0 , , , - I I . : '10M I - - - : I I L . . . �'�' ­' ' I . . I I .1 I � 1 I 410M I I I . : , , . . . . I , I I - . I . I . .. L � .. 111MT *W: -� ..�.:. I I : . . :1 '. _ 1 -6 OR APPROVED EQUAL. : '!"V§M-"WW-.-aCWdLi�iZi*aWMM L. . : I .... ..' : I., I 1. - .. .. , � .%,mu : � . I I : WIRE CONNECTORS SHALL BE SCOTCH DBY/R : AftM"�L-wm� "MR: �.:. : 114�8m $Kk e I : I : W . MR -M. I .... 11 '�`�" L I ........ ­ _ : I "., �Hftr-A * .Wj.p No * 1: � I L: ,,,,, , L - . : . .,.. '­ L�* --i . . ...__0 .: L - R'�,.: ... I .,*: -111.1 - .M .1'.. . .§COM I ­­ ... :W I... I I I : ­ � : `� �..::::::11,.. : I : ­ I 11 L: I .".. ...., I I : .. 2 =: A* . : ."I:. :%: t ­­�' I * 04':�4jjML 11 : : I . �;­ � 11 I .I'-- '­ .0 ­ . : - W., . : LL '" I : L RCV I : � -_.��: L . I .I- -'a - LLL ­­ .��. L ;, I . M 'i ��. '' . ­ L . 1, �.L L" L L L . I : _ . � 4, . L : �, L ' ,4: "'..'.. . -.-.- ,.1. ,:1 �­ . : = - *4 � = ,p j'AW.R=.'WA& . . L : t I I ,�: 2 ".0 L L L . I ..... : : : I � I . -- - �: : I , t : � .L I , �g� ...... ! : , & I . I - _ .;� . ; I I , , , ,� ' I I � � : : �_. � I I L : , L ., - *K L L 'k '"�. ' ­ - ­ I I : : :� : : .% $ jL,ft:6W I , NO : I L - .. 'L CONTROL VALVES SHALL BE SIZED AS DESIGNATED ON THE DRAWINGS AND , 2 : 4L. ".M. 4AM-1 1-k. ICU W_ � 1. * ... I -T- W, : '. .�k 66199& 1 IGATION �-"-.. -� . * : L L L L .'� I ; .1111111i , _ L L, _a = ""o . ` :: ,*, ! : MW S " -mmmA ml 0--Nk ;�1.5 � .: um j. --,* R : 1: : . _I%-.- : C: : I IRR o., O -K : . ., �' ':'.,�- L I . I . ... . I 1� - '. 11.1. BOXES : I � -44 ii', '. - . L . : , - -1 I : ­ . �,,..." . - ra . . L . L L L � L- I I : I ' � � , , , , �.. 00MOM. � : 11 ....1 I . , SHALL BE INSTALLED IN VALVE BOXES AS INDICATED IN THE DETAILS. 1L= .. . . .., ­ I : CONTROL VALVE .1 I ­ I I'-- -111 11 ­ . , .. ... . L ' ' .. . - L ' . , L ' : � ­ . 1. , I : .. :i 11 i : L;t I , .. L � I . I L . - W.L'C%�L ' . ' � vaw,_w L I � ", : .�x.,;.,. � ik"L , �,,�� ..N, . :;' L : NOW" : : 1. : 1. I . " I I ... L'. - L L... . ­ L.. I . . .. 1. , ' L ' " ' ' : I L kLA *f �­­ 000!�_ wt� , I . ,iL�'. I.. : -A -W Awl Al "WMIM4 I _ ft "MtkR . . � I I . ... I L'' ," ­ . I ­ : . I I ,, , '.. � : ''. . 'L L. I : .. 11.111: '. . . L : VALVE BOX WITH LOCKABLE : ,�M :,: '' . , � W . : SHALL BE SET FLUSH WITH THE FINISH GRADE OR SURFACE AND . I L .. :: 11 . .1 I I . � L L 'L. -.,-. .� _� .V L : I , I I I L . XI 11 ,I I : . I .1 L.4; I % ­ ­­­ L : -1 I . ­. . ..%, I I I I _ -W . . ... � . : ", . L. 1. L, .. .".,.� I : L ­ I I F mMAM:WLSM,AWM: L : I ­.. I lf�­:�!. , . : , -- .. --- I I : I � :,. : : : : , � L . ­ - ..,." -R.:::N.1 4P : : , "' I . . L 'A O.W: : : %"Oft!ft. WAM L I 11 I "' .. LL: I I ­ L I .1 ! � -'�,-`. . *: - * : : , , � � ! . '.­:.'­ ­: L �L , . Waft I � ­­ I : I � " " n I ' ,; "',ii!, : ^ ' �.'%�Ki` I I I ­ . 11-1 I 11--b I L L L ; 0 : . . . . . . . . . . . . . 1L.."! " * � : I t ' �� . � : . .4tLk *..o 1. : . , __ : : . :1 ; �-MRIMW . -.*�.` * .k I'll, ., � 11 . I --­-� .- - 6 ..ft , _.. I . '.,.. tit'l PERMANENTLY MARKED WITH THE LETTERS R.C.V. AND THE STATION NUMBER. � ... COVER � : -�._.` '._'!!!!1--%1%_% ii.ii : 0- ._ = M!,F" M4 01A , ' "I', : " '. - ..'(& : §� .,..f ' 11 I '!"�': , .. _m .M.'a � . I '11 ' : � I I � 9,0 � . ' ..... 0 � . . IWA".. *�' I .%_x: I I . ... ..... . ,'!��.--� -i . . I LL t ! ... ­­ -­.:�, , , I - L . .. -.1 � , . .11. : ,%. N-0 1_ : I : ; - ­:! 11-i��!� : . � ..' :: ­ r:ft..)j'0_';'*'.'L "'. . '' L. I I I I ..:..,: 1''.. .�, , V �� ­ :,�:. -, � t :�: _ ''.. : ­ , ­ .. - - -_ I MWW'K. , I * I ::,: . . . .... . . .................... ;jF"t,;;e., �1 " ! - M. I , . . _ I .1 -�L .: t : L ::: 11 1 I 1". I : == =: ­"� .-%u a ' : t I : L�=W.M.-R...'F.. I . . _ 040UL I. 1*mw I . I I I - I , 'W. , .1 : L 'MI � 1.11.11,11.1 I L . .... j'.�'...'L jj�W , : . I . . .-,-,-__.,._._�,.: , , I'll ..... L ' L I I L . L L 1 L L . .. .Z ... '..., L I A 1x7 2" BRANDING, PER THE � .... - , ... .1. : .1 i - �� wmw : I .�, 11 1-1 :s .� . . : W.W :,.,. �PM3, : ; .%,M�,� , ;�.'�­ -Oi�� : , .11, .1 t 55­1-_`� - - -��----'_%%'111"M I � : : - L:::,. L .1 ... I.I.L..L..'''.. . . : : : L L . . - ­­, .11. .. 11 I I r L I I L I I . : I * . , I .1 ... �� ._1 I *., I , ,. � . I U,�i��-,.�­: ... ­ I THE BACKFLOW PREVENTION DEVICE INSTALLED IN THE PREVIOUS PHASE L : , ., ./ Q lm;=W. . ­� I .0 J:% . �,": L L , " , V LWM%_rft. L S 0** i :11 I I - 0*444P : . , . X.XK. M. , , - . :. . ,�, .., , , .. I ­ . _ . I .. - 1. - - I L I I ,�M , I .. I i -'aft , ...�1. . IRRIGATION SPECIFICATIONS. : .�...., I , , .gg.' . : .. '1K_:M0-Na11_V*"�A;_ �ft -----1: - I I .­ I L : I ., % ,•,v'_ 11 L : t 4=LMMI , I ..L. ­ L::. I I I : . I . - - , ­..­.� . I M** .�WW�M,.� L & 1. I- 1� I , " L � I ...\: : : L : .. . I I *`­ .1 .___ � �. I Wa*Wsw��*: SHALL PROVIDE BACKFLOW PROTECTION TO THE POTABLE WATER SUPPLY. : MW �" ", �..*Am, = $00.1 :: * : ""' : ... L ­:. -L I.. I W.v , , ­ - , �! ,%%-'-� . i�-�--' ____ ­1­0�. . t � . .11 - "...,: , , . . I I : '* - 1. 'LL L , I :L: -AWRW . _ � :' L ''Ll. .'' i,ff - -,P;-x� � W�wa:qzwwem, I ,� L . 4 t i Ih - L.L.L .... .... L . L L I L I I I .... LL 1. : I iouaw= . .411 W -% L I : 11 I 11 *W i��" I , �-�'W_ L : 1 3 ; � � I . . ............. "� �L L 1,-...%t , L q ..'', . : I I . I - , . 11, IMIM 4% . I : . 11. -1 L : : �Pmomw, op, 11'..1., 9w,mmil 1 1 . I ,1'. - .. : " I . ­ . . ,'a : K Wr ' ** * I : I . 111.1 I � : 11 :LL:7 I L I q 1. I I mr.MMOM, L ! 0 CONTROLLER DESIGNATION 11 I .1.1 I . . . . I ; L . � � I *W4~,W,__. : L : . LI., _ ...L'L, 1�� : ,.,.L,* :�#M4ekftftXk, 11 . . . A I . : =& � ; 11 11.1 . I I : .. , L 11 I � I . I ­ L I I t I I I : I ." ­.... : . I ­ I 18 ­ : , : � I I I I . ­ : 2 1 WX 4� : , 'L : ** ".. ". " : : , 1:0 I. : , . ! t .1 , � I � L I . I : : � I .. ­�­` : I ­ CONTRACTOR SHALL INSTALL ANTI -DRAIN CHECK VALVES AS NECESSARY TO � ; I.. L.. - .... . .... ­ : : : I : � . ."_ . .1. .11 : k�o-.'L A&i*1�9� �:,,; � ­:WMAM�W:': I : L : L � I � ........ : t 5 0 VALVE IDENTIFICATION : . : � ­ , - ;�:� ------ �x: *e- ,*,.:LL I : �Aitftl -, � . , � 1, ;�. 4. ­ L .. � - - . _ _ ,_ : : : 1:1 ;oo� ... 0. I I ­1�1'11�..10,.".' _W`.� * 1".. I'll .1 ­­­ - 'A%,*,' : I : .��,-.� L'.L... .11.1 1.111.1 ! : PREVENT LOW HEAD DRAINAGE. . : - - , L " L L'. -1 , � : I : G I : . ­ 1-11.11 .L 1. I � : I I L : 1. .. , I I . ,jtj§j!"j!j0!�, ' , , , ­ , L L I I I . : . I " L . : : I , , , L I 0 " :: - , I : � I 11 �k .". .,%.) . .�,'Sfw ­ � I I � '' . I 11 ­ 11 I'll 1. 11 11 . I I I I.. I ­ . , - * I " N31 : . . . . R��­ ... L'.� *� � ' L r -E-N .1-S-10.1. , .1. ''I 11.11. � ­­ ­­­­ . L . L 'L . I—— .... I I 1. ­­ 1. I..'' ... 11 I : . . 111.1 ......... 1. ­ .... ­ ..... . . I I L : I I , : : - 0. BAK.-.ERS-.F1ELD:, t : 1. I ­"-� � __ : CTT'11? P __ 0 ROUND VALVE BOX WITH 11, .. ... IL ­­ 1. L 1-1 L -1 I L 11.11.1 -1-11 ­­ ---.1. 1. ­ . 1. Yr",o ­rl: I .1 : L I 3A I r . L : ' :1 L ,. r , KMS '* D. I � � I -111 � I � 11 _ �- - � :: "N "', IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE 11:11.11 : ! I - Xh , 1,'t,00N:,.S`.:: _ � 'r 'C . ..F -.1 .L , L - I I I � : IT . F I . : L . - -P 3: , r r KIP. : LOCKABLE COVER. : � I . I,— I L .. r 1. 1.111. 1-11.11.11. I . .... ­ : I � I I ��TAXLS FOR.1111, WK -1 , � 0 1 0 ! .K ''ILL I—, r:rr;,.E Q : I L . I I. . : r L I : : r I '' I I I I : __ _­__ ___ __ � : . ' . , L , , ' .' IR , I I I I I . AREA TO BE IRRIGATED UNLESS OTHIEWISE DESIGNATED ON THE PLANS. L L I f r L I L � L �, - -LI-I : ' D'�' I *' 't, 6,.:K L . .1 . , , * 'd . I L : : .... kN _.. P . =TA"Pm: 11 . : I L Tkf� .k' . T .. ,N'. (�,'- t .1 - N -'- , .. - - N . i - F - .. - (.' - .. - f.- t� I : t I � I I " � W � '. r . I i --M*1nB ..K .j ,.� :L ' I ,rL, % A�' ; A'K� .k'l iL r I I � I I ­ ­ : L I ' ''r , ' I r , , , ' r L " L ' , " , " r -L " ­' "LL L ... L . r � L L. ' -1. L.L.' I .. .1. . I ­ " . I -Lr .. . : ON L H : .' : IRRIGATION : I I 11: 'L: '' 'VA - 0. R1 - ` R , .r I 11 :­ . RX .L1.81p, 03, ZION 'r 'r RA.Df .,: :$T -, .L ."% I I L r : ! .,o . . . . . : ....... r r . : I . , , L 1".. I CONTROL VALVE � I . I .. ........... 1. .. : =., : . . : I . I i � � �`��W,IX .... �;,M�!..,.:..,...:5 I I Ift r : BUBBLERS SHALL BE LOCATED ON OPPOSITE SIDES OF TREES TRUNK. I _'. � LX , 11� -"!��# r rLr . : __ " L : :1 .�3jLjr -_.r4'.-. �)r'-_��.',. ' ... , : .1" 11 . . . . :........11 I , . ' - I , 1. I : ... L � L ............. .... r r L : I I IA.....,.,.,.,..� ........ ....... t : , . r"r r­rr,r.­­­ - %J j,...rr : 11 Ir IL ­ I r .r ­ 'r * , I11: W -,i �.� �".:..��,': ��r ..... L I. r .M."mmv: .r : I . I L L L 11 11 rIr. L I1. 'L ':j�'�',.O.;'��j_�:.-:, r,::r::r, Pi rL.. 1. r r � : I : � I . . I L r L r r r r r r .r: r::: r JA. I L r r . I I : 11 ­ L PLAN VIEW I ................................ � ...... � ..................................................................................... I .................... I ......................... � ... � .......................... � ............ � ................... I ......... I.., r t . : ! : I ! ..... � ................................................ � ....................... � ............................................ __ ..... . .................... � .............. � ............... . ..... . .......................... � ... � ........... � ....... � .......... : I I TRENCHING AND BACKFILL � VALVE BOX HEAT BRANDING IRRIGATION HEADS. I L B SCALE: NTS E SCALE: NTS SCALE: NTS . I L I I . I : I I I : . I . r I : NOTES: Lj� �L I : I .� : ­ � % : I �L � .%� .% , I i : I - CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE I R : � 1K : .1 - AV' 1b kv, � ­ -11-11 . . .. : SERVICING THE VALVE. - - : L ,,, r... . L . : 1 1 1 : -� 11 .� � 1. : LL, I � .. : - IL .1 1. ,,...:.i.�:,..,..L,.. L ' L p r r >C 2. . .11. .�.:. : . r.:;, . ... 1. .. , TN;1kW_4RW I .. I... I'll . r "Ill 2. SET BOXES 1 If ABOVE FINISH GRADE OR MULCH COVER -IN GROUNDCOVER/ . :. ­ . I'll, r� -1 � .. ".. . ..." : I * *1 1. .. S%, ...., I I 11.1 ­- ..'� , I.. I . 11 , '. I : . , - , , - . : SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA. 11.11 , ._. . : MULCH- INSTALL WHERE LOCATED IN SHRUB BEDS : I LL .,!*t� ­­ .11- , : I , I... . � , 11 I . : .r:*.. , - - ......... �Afm, . 0 , ' . . - .. 3. SET RVC AND VALVE BOX ASSEMBLY IN GROUNDCOVER/SHRUB AREA . I : I . � I � . I . - : : ... L , , .. � I % : ...." R*dq_�.-, : 11 : . ; . .r . r :. - : I � . . . I : , , . - . , . � a � % . .- I K., , L , L, : . I : .,%.. L I _ - - =r L : I _;�MV ! I .1 L ' �:"W : . & . . : I L�k4. WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUNDCOVER DOES NOT L r . � � r r I ­rr ­ r :­ r.r I : i ;.... I . .g r. . I ... I 11 I. ­ 1. ­rr I Q FINISH GRADE i 1 , I ; I ­. . i % . I Ir W .. .... �Ai ... &V,ru- . : I ( . , 'r I _ : 1%. 1-%� 11 I I v!-. ­� a I r I : EXIST ADJACENT TO LAWN. -­�--,-�: . I : >, e:N ,.��..... GRATED CAP . " * ", ,_ I �., , , 3 1 .., I I : . I "" : I 0 2 , * '­ , - : .. 11 I..... '�" : 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. .... . ­ . , , I , U I,` I : I "........ Irrigation Pressure Calculation 1-1--.1.1 .1. L I I . .....- j . ..... il : ' I ..___ ,*�bw : I , I . � %...,.. _ -'I r I , ..... .. .. : I '' I .., 4 BUBBLER PER LEGEND I ,.:.%r -:.I... , ' : 11 ZZZ N , - - - I, ' _'Qr I 1 7'. , I I � .-� -, r ­ , 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT - I . IL �.'Or�k� r � ..;:_Ili,----. " r j;F G) Eco Village Hughes & Mc Kee Static Pressure: 80.00 1 . I , r : I ------------ ­ � r : 0, . ....."..r r : -, ,.r .1 ,$1.-1' (INCLUDED) �. IL L,.,.�:L_ - : I .. L L r : COLLAPSE AND DEFORMATION OF VALVE SIDES. Sep -14-17 Max. GPM Demand: 39.00 1 r . I L....." L. ­ L . .11 L . L L �. � -r. .rr".. _ _ -�. . I : . . . ". ,.,,. : , f ' . �' . , � I . . . .. r I I :. I ..... ... : .. . .. - I. , L - I - :. : � I I �. ."....... . � ­ r 1-1 ­ ... I ­ L : 6. IDENTIFY VALVE BOX WITH CONTROLLER LETTER AND VALVE NUMBER � K. : 5 1 & -,-, Units Size Type Description GPM Unit PSI Loss , " * I ` L ! : CHECK VALVE (INCLUDED) _ : 11 . , � g�&'r I �... -,�. ".%�. 1` : I I I . I . I !.", ,.�.%.. I I . ­ I ...., I . . 'Ir : I , , " ".'. ': , AM � ...... L' ... � USING - 2" LETTERING; HEAT BRANDED. , _ - , ,. I - " - 44�Mft ..r. - 't � . .- : 1 Y2 * . .. -'. .' , I 15V" M ".. ., 11 I .. . . - .. �1:0000*ft APAOMM mr,wl' Ow. .. � .... . I ­ I �9� f. .., ­ " I : . = , � " .,UML 0: .,.. " L . .. , .� ...... L _ : I : �­­­ O", , .. PATENTED STRATA ROOT SYSTEM 11 ' . *:A% L 40.$W . ,"I.,"', ­* _, .,.& L '­­ I : - 1 ,4 . M,2. _.. *, .. .,., 10.-fr�W,WkWN , _ �...'�� IM.r .".. .. .. r : 1 2 Disc 39.00 01.30 � ...'g - . .� , r , r : I _.� . , r - - ­ * - , ­ r . .. _,. , r I 1103W . __.. . .. - . Q � . .", - .. : : '. .. I , " #�L ;fwm gp 1h � M-00WI: .._� I . r r I " vftro , ,_"%,­ . .. % " , 1. I I "..".. , : . . I L '..... r I . I . I ..� `*­'. ' 1 2" Reduc. Pressure BFP 39.00 09.00 w .��' Oft., ,;',�2�.; - �, I .L I r _ i0.0 : I . ' ' 11 L ,.� ­�r­ rr: .. - ­ 1: L .,. * ' I 0:&, M* ...'�.'..'.* r . " 'LJ�e - MMM. -W " L: - ' I : .,..q ...W � . , ­ % .7V . JA .#n . : r I . I I I I .1 .� . . r r , I . , .�.%.-'-' ._�.. I . - ' 'g. I r, I . . � .-.'. i I : ., -, ", I I _JL , �­ "' 'r 1 1-1/2 11 Globe Master Valve 39.00 03.20 �`,K'," _"S��,;,, _�'�`�,"" # "., �= : 0 SWING JOINT (INCLUDED) I WW- 04ft �" ,-*-,t�o��A,M- -44W 1".,," L L : - I - , 11�1.;�;, ,% ' rr L :�,:;$� . �-, . Lr, I . K ­ . L I ,I . ,� .�� . ,�. r ,�. � L . . .� L. I 4.Tq QW I L mk . -1 Mff . .1 ""%'., I I... , i I 1 1_511 Plastic Flow Sensor 1 *nTan-Alm. �, I " 11 i 1141 W1 �!..­ 6 11 'D�rtffW4 � .. rr '�'.-. ", r , - ... r. I I "... "O., I11 � 1. � ., I .1 I . , I., . I .11 I I 1. . ., I. 39.00 01-00 I I 169� �� M A& �� �6.wh_ VN&Wz r 1_ : . , ,1, . I - ... I .­ r . % - 1� 1*1M & , - ,,%, I ''r ; I .1. . ­ ., � I �, I �. . �, I I.L. ­:. , -'--:-3 _.% I,.: � ,�'.. I , i Q PVC LATERAL PIPE .. .. ift WW. ...... I I '5�����t I X. .... .." . �'. I I I I& 1 2r' Brass Gate Valve 39.00 00.02 � I I I r I I I I � I I I I I L. I . . � 11 L . : WL '' , & 1% , .%=M � , 1 652 2 Sch.40 Main Line 39.00 07.17 1 I.. 0.00.WM *M 10 �A . I r, i � 1 . � .. 4 &Wftft. M_8 . r _r 10 (D PVC SCH 40 TEE OR ELL / .MV I . . , M$*WAr , L 11: . : If 11 If If . $�V I Aw . . % 11 L . 10" ROUND VALVE BOX 7 % . ,, ,rL :L : 11 I , �WKLW NL-?Aa=A*MWn I .. I : 1 1-1/2 Plastic Control Valve 39.00 03.30 1 12 12 12 12 . % l = VAIM WAIAM L. I il I 11 I 6 I I I I I 0 ROOT INTRUSION BARRIER (INCLUDED) L I ��:�W,;W L (a 11 . .1 . � ,I w3or-:Rik-Aw�W: rz= . % ­ I 1. If 227 1-1/4 Sch.40 Lateral Line 20.00 05.18 , I a : I M -WIMM MW : : ,I I L ­. � r I I L : L : 14 x19" RECTANGULAR INSTALL WITH FILTER FABRIC SLEEVE C3 I 'T�A-:'W.V'.Vl"�-.ML"f�U:4'*'VWWM . L, : � Q I I 0000 11 I , , ­ . . , r -,1 ­ . I I L - : .rr � :, r : C30000013 114 1 Sch. 40 Lateral Line 12.00 03.83 .. : : 'r I r ' P14'ft L " ��­ '5 ' I I � . : 'rF K ... I . r: VALVE BOX 0000000000 C3 I I : . I .I * , � . . . �M4, kj�ft , \ .FM. I : " -M . 0. &%am, WTALAam . N ... M & I1 ­ I I I 'L I : : I I r L � �I I L I EMMA: L331 3/4 Sch.40 Lateral Line 07.00 13.28 1 11 1, I I C MOM= 01313 I j.. ­W. . _� . , I . 'L r : I . =W. X .�, ., _ 4M A I r 11 00000 I . f ."M ,MW..= I I . . .4 . : 00000 . , a . .. . .. . .k I I I I 11 11 I : 23 .x 33" RECTANGULAR 0000000000 0013 Misc Fittings Allowance 05.89 1 1 : 00000 C30 : 0 0000000000 I r 00000 I : L : C30 VALVE BOX C301300 Component Losses: 53.17 1 1 : � r L : ­ I . I L . . .... r.6 . i� rr : �\_, J I �11 I 0 . C300 � ��� - 000 r C_ ,��%*",[S 'G � L r, "N' " r L r r, : , , ��, � I R �3 L L L : - 8 � . CITY -OF-- BAKERSMEM r . L . 4 2 EDGE OF LAWN, WALK, I . I r : � I �� . I I L L . L 1: I ) N 9 � r . . r ­ . . � : L : 11 DM�B POR M,WPWAL� CONDUIT' I : 'V� FENCE, CURB, ETC. 10 I I L . I r, L I I ''r � L r � L 11 Station #: A2 Min. Req'r by Head: 20.00 1 1 g� V.,I,%, *., r ' r L . L ....... I : I I - - _�, , Y. r MP - U [ r L ­ I 11 11 I I ­ 1L. I -i ."_E i kk A - BAC71 .1 �1 I : � I TUP0, . ,. A I I ... FrK L I I r r 11 I � : I I . L I L : Highest GPM System 1.0' Elevation Loss: 00.43 1 L 9 T'A*XIMAO: . I �q.....4 1 . , N, W..,j. . � : I I I I I � I . . . - , Total Pressure Req'r: 73.60 . . . . . . . . . . C3 .1 ... ­.. ............4H...4 . . I - ... . '. . _ . _ . _ . _ . _ . '. . ... 41 . .. . .... . .. . .... . ,-: � , . ..... " . I ."', I . -jr L r I I : % � §g!-�_�_Z-.,F-�� r,�� I L I L . , *"§�:r ,rr �* r�r . I, I I r, �r I : I Nz- I �W_N� 0 C3 � . I r " . I ��, AZ's;, I I L ".. � .. .. ....... _ : OC30 I I E30000013 I I : PLAN VIEW . CIME30000000 Residual Pressure: 06.40 1 SEC:TION I : I : � : . ............................................ . . ..................... . . ............ .................. . ......... . .......................................... . .......... . . . .......... . . ........... . . . . ___,..__,_____- SLEEVING . I VALVE BOX INSTALLATION I TREE WATERING SYSTEM Set Pressure Regulating Valve at: 65.10 PSI I I NTS SCALE: NTS I SCALE: NTS I . L I V 0 1 . I 1i / XI, I /-Q �w 121 1 !n) I . I 1.5-6369. I Ph 1 & VN0SCAPF t. RIOS * ,�! q kt 'r i g rYa tu r e _--i SET MBE R 30. 2018 vL - , pir V i D D to OF C A1.\ DATE OCTOBER I 2017 SCALE 1"=201_0" D R A W N BY MER I CHECKED BY JR X ,,,`-,\s -,mm,,%-- .", , 0\\��,;.*� , N 1-11 I , , * 11ME - - '.K,11, "I 'k\§§11 11 1-11, -, .11 ol . . \ "........., .11% ,\.111.1111111-- .111111 ,%�N N�N­, ".."". . 1_11�... -;�, , \ �.,- .. 4kaaa�,% ."Mm." - � . . . . " "�" '%�\�:\%�'�-,�L.,- '' . � 01 , �1\ .�,'k....� .., & I �*`11'1 - 10 1\4111F , * 9, ,Wnb I I 5V-..\ 'qgp�:-. , " - ,\\\ I . "M , '. ,\\\\\ ., .. W, %��,`,�%`%\\Wff'\x .0 . ."' �\\\'\'\' , "\.- psi\wsc* IN\N , > X011 - \ i ,\� \ iffiffiN2,1111 .,.--- %1 �k , .. i� \ \ ,\\ \\ M 1�- 0 .k M, -\ .N.� .... , , � ­` I - �..111.1.1`\,�. m . " C I ' I ll\\\\-"kl,,\�""k 11 ...,..,­ � I ,'­ ... ;�_%, ... %, .% mv� %, , %Xw ­ a ..:­, .. ." 2, E, " .�, k" 16 %\ . \\Xxx .., X%N.. g�gm -1 , `1111 I .� \g, � � I - � %\ \\ .. � . \ _ I , I , -- , . , �.. , %1\1 .1% . : .. I .: � ...... 0 ..... 'I., �: .%\�.-..,� .. . M 1:***1 I .1, : .. im"� " . .:.": . . . . . . _. '... . . �gl - 10, 1P n.\\\\\� \ x.. x., 1, . 1\ ...... �X ­ --11. � MM� 1 11 : .\ .�\�\\\\\\ \\ ... . " \ R ,.N1X_::\* lax -N, 1. , " � 1� VilORDS mmmoa\ \ 011, Q%00 il , � I'M \ . E%11111 M % , .\ - 1 \ \ " , A - , E-\%-�. - -, \, ,•- - o"mi \w, , vom , .. I ,.��l\\,\l, %\ aa . - - .. x � " � .\\\\n�R E­ilislk,\\V�­ ---:,1111 \ NA "', I 011'� I \\ g, g ".1'. . .� , 4 \ L 1 Iffibb , , \g\ kq I I -k .., \ IF p \ 11 \ h \ \ --- \ I 11 � N : & 1k,\ � MEN , . . %,\\\\\- no , 'j , M. .. 'M - aqmak,� I\N 1� X411 MINLI " \ \ \W- M ,\ \ % \ mEM i \\\ i \\ �K_l M %\\� N a a %11 i -\ \ gmr \ \\\\ , E im \\\ ,,\\\\\\\\ 00111 I , \ 2 a \\\ L1 _,., % ­ --% - � , * , LANDSCAPE ARCHITECTURE & DESIGN 0 www.nosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 6369 a ■ k, NWRI ECO VILLAGE CASA VERDE HUGHES LANE/MCKEE ROAD CARTAGENA GROUP LTD L 1345 PIONEER AVENUE PORTERVILLE, CA 93257 . PHONE (559) 359-3562 S H E E T D E S C R I P T I 0 N - A I SHEET N U M B E R I L8 of 1 9 PROJECT N U M B E R 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 2 ® NOT PUBLISHED. ALL RIGHTS RESERVED. I GENERAL PROJECT NOTES 1. Contractor shall be responsible for meeting all City of Bakersfield standards and specifications. Contractor will also be responsible for contacting the public utilities to start electrical and water service in time for construction. 2. Contractor shall be responsible for meeting all appropriate public utility standards, specifications and methods of construction. 3. Prior to the start of construction, all utility service meters (water and power) should be 1 installed and fully operational. 4. Contractor shall be responsible for contacting City Recreation & Parks, 661-326-3354, and Public Works, 661-326-3049, for an on-site pre -construction meeting. 5. Contractor will coordinate construction with the appropriate City inspection official so that inspections can be made at critical construction periods but in no case less than: 1) At the start of construction, 2) Prior to any back filling, 3) Prior to the installation of any plant material. 4) At the end of construction but prior to start of post -installation maintenance, and 5) At the end of post -installation maintenance period for written City acceptance. 6. Contractor will perform maintenance as identified in the specifications. All cost incurred until this time will be at the expense of the contractor. 7. Contractor is responsible for securing final written acceptance by the City of Bakersfield for this work. In no case will the contractor be released from maintenance of the irrigation system or maintenance and replacement of dead, dying, damaged, or otherwise unsuitable plant material until the City, in writing, accepts this work. 8. Contractor will field verify finished grades and verify that there is positive surface drainage in all planters, turf areas and away from all planting holes. If positive drainage does not exist notify landscape architect prior to proceeding for written authorization and instructions to proceed 9. City of Bakersfield standards and specifications sheet, included with this drawing set, and C.Q.B. standard details take precedence over all other specification or details. 10. All trees under utility lines are subject to change per C.O.B. 11. Contractor shall install a 6" concrete mow curb as per C.O.B. standards at each phase line and limit of construction line & a 9" mow curb between wall and turf areas 12. Provide root barriers for each tree within 6' of any existing or proposed paving or structure. 13. All plant material shall be approved by the owner's representative. 14. No planting shall be planted until the installation of the irrigation system is completed, final grades have been established, planting areas have been properly graded, and soil prepared and the work has been approved by the owner's representative. 15. Contractor shall demonstrate to the owner's representative the furnishing and installation of specified 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 during construction. 17. Contractor shall indicate irrigation sleeves by chiseling "IR" on the face at each location. 18. Prior to installation of any signage, subdivider shall submit two copies of subdivision identification sign plans to the Building Director for review and approval pursuant to BMC Section 17.60.110 (N). One copy of the signed plan shall also be submitted to the Parks Division for review and approval. Sign plans shall include copy, dimensions, color materials, lighting, anchorage and location of sign(s). Approval of wall plans by the Public Works Director does not include approval of any signage. 19. Uniform 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 the current project, the developer is responsible for all incurred costs associated with the affected areas until the projects maintenance period has been completed and a written final acceptance from C.O.B. been achieved 20. The Contractor shall utilize and/or provide an existing irrigation mainline and wires from and/or to any adjacent phase line or development limits to complete any current or future irrigation systems, providing the system can properly meet the designed conditions. Should the Contractor be required to utilize existing future services, the existing irrigation system shall be updated with all the necessary irrigation equipment as a part of the current project, per the direction of the City's Recreation and Parks Department's representative. CONTRACTOR SHALL PRO`/IDE 30' OF (1) WHITE COMMON WIRE, (10) BLACK CONTROL WIRE & (10) RED SPARE WIRE IN EACH PULL BOX. GENERAL, IRIGATION NOTES: I , install materials as called out in details and as per specifications. 2. Therc shal I be no deletions or substitutions without the approval "of the City, developer, and landscape architect. 3. All sprinklers and valves shall be adjusted for required coverage with minimum or no overspray. Landscape architect shall have final approval. 4. Components locations are approximate and diagrammatic as indicated. 5. All irrigation lines running under paved surfaces shall be installed in schedule 40 PVC sleeves. No directional changes in the irrigation system shall be installed under pavement or hardscape areas. All sleeves shall be a minimum 2 tirnes larger than the irrigation line, All sleeves crossing locations will be indicated by chiseling; "IR" on the face of the concrete curb. Verify with C.O.B. for approved method and type. 6. All systems shall be designed for optirnum pressure as per irrigation equipment manufacturer. Pressure at. each head shall be withinn the optimum range specified by manufacturer. 7. Developer shall provide electrical power to the controllers' locations. Controller locations are shown diagrammatically. Final location shall be approved by Recreation and Park Director at construction. Landscape contractor shall be responsible for final connection. 8. Points of connection shall be to existing water line. See water layout plans and plumbing plans for exact locati.on.s. 9. Contractor shall install controllers per City and manufacturer's specifications in a Strong Box model 22 -SS enclosure. Verify with City prior to installation. Install as per C.O.B. specifications. 10. Quantities indicated on irrigation schedule may not be accurate. Contractor shall be responsible to install all materials as per plans. 11. All irrigation valves shall be installed in square standard boxes and quick couplers shall be installed in 10" round boxes, Applied Engineering or approved equal (per.C.O.B.). Each box lid shall be heat branded for appropriate identification. Verify with C.O.B for exact configuration. 12. Contractor shall provide and install two hot wires to each valve. Connect one (black) and the second (red) will be a spare. One (blue) wire shall be used for the master valve. Verify with C.O.B. 13. Contractor shall provide and install two root watering systems per tree. Verify with C.O.B. for exact configuations. 14. Contractor shall provide and install a schedule 80 PVC union and ball valve, the same size as the valve, at each valve location. Verity with C.O.B for exact configuration. 15. The developer shall be responsible for assuring that any concrete footings from the adjacent block wall does not interfere with the installation and/ or location of the irrigation and landscape materials. 16. Contractor shall pressure test mainline at a min. of 125 PSI for (2) hours. To be verified by with C.03. 17. The Contractor shall utilize and or provide an existing irrigation mainline and wires from/to any adjacent phase line or development limits to complete any current or future irrigation systems, providing the system can properly meet the designed conditions. Should the Contractor be required to utilize the existing future services, the existing irrigation system shall be updated with all the necessary irrigation equipment as part of the current project, per the direction of the City's Recreation and Parks Department's representative. GENERAL LANDSCAPE NOTES I. 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 the industries standards for the sizes specified. All plant materials must be of excellent form, size, health, and crown density. Any plants that do not meet this standard will be rejected by the architect or the City representative. 2. Trees 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.O.B. standard details and as directed by the city engineer. 6. All trees shall be placed behind the line 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.O.B. 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. Contact the C.O.B. for verification of application. S. Landscape areas without an adjacent wall at rear of landscape area shall have a concrete mow strip at the back of the landscape area. Refer to C.O.B. standard detail. 9. Contractor shall install on all landscape areas a 2" layer of mulch: 2" redwood bark chips supplied from a fresh water mill. 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.B. samples 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.O.B. 12. All plant material shall be inspected by the C.O.B. prior to planting. 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 minimum period of three hundred and sixty-five (365) days. 2. The contractor shall maintain the project on a continuous basis from the first day after 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, groundcover 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 that the terms for the maintenance period as stated herein have not been strictly adhered to, then the days accruing toward completion of said maintenance period will be terminated. The 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 re -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. 8. The contractor shall provide for delivery of water in sufficient quantities and adjust water application to compensate for seasonal conditions. 9. (3) Three 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 like 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 unedited invoices of said Rain Bird equipment to the City of Bakersfield Recreation & Parks representative for their Maxicom Dollar Fund. 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 including 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 f. Routing of control and common wire g. Quick coupling valves h. Irrigation sleeve locations i. 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 wil I not relieve the contractor of the responsibility of furnishing required information that may be 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 ozalid 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. �ODSCApF RIOS "Ho C'1 ignature.._ SE MBER 30 2018 ,, XP. t' Dote fjq D t �F of p`�F°� D A T E OCTOBER 5, 2017 S C A L E 111=201-011 "=20,_0" DRAWN BY MER CHECKED BY JR WIN \`\ '\ �• ' \ �kay1\ Nems.\ -011011 Now -,I \. \ ahLe 100.\ e\�\ +g N RR Ep100 l\\I as IN � 1mon" min 1INI 1 ME IN 010offilhal RE nn YIN \�11 11m.11" 01 IMN s\ ". ®\. \ \ �, ti> \1 •` \. NEEN L4 a \ Amossom'� 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 TRACT 6369 PHASE 1 & 2 - REVISED ECO VILLAGE CASA VERLDE HUGHES LANE/MCKEE ROAD CARTAGENA GROUP LTD 1345 PIONEER AVENUE PORTERVILLE, CA 93257 PHONE (559) 359-3562 CITY OF BAKERSFIELD IRRIGATION NOTES REVISIONS SHEET N U M B E R L90F 19 PROJECT N U M B E R 16-345 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. 1.5-6369 Ph 1 & 2 -1 m ................... .............. .. ................. .......... ................ —1.1-1- ............ ................................... .................... -".1111 . . .......... WN ........................... . .................. * .................. * ....... ............. > 0 com---� .4 L L co L ........... ......................... ............................ __ ............. - ......... ............................. . ............ .. . .......... .......... ................... ............. MCKEE ROAD u.j 1 MCKEE ROAD > 1 0 CID < LLJ............. ................. ........ _ , ......................... 111111111-- . ........... . ....... 11111111-- ......... . ...... .... ............... . .... .... .. . . ....... u.j ...... ..... .............. ... .......... ... ........ . .............. ... .... .... ......... "ff'n ............. . ... . ..... . .......... .. ......................... -- ........ .. .. . ....... ... .... .. 3 LAG IND 24" BOX STD < 5 LAU NOB 24" BOX L i o 0 cc co Lu ........... . ...................... I ......... . ................... ............ ... .......................... . ................... .... ... ....... . M ........... .............. .................... ...... .... ............. —SIGHTLINE 650' ..... ... k MATCHLINE, SEESHEET L11 F C.O.B. SUMP 14 S .... ..... ....... .... .......... ...... ............. N. 0 ................. ................... N .. . ............. . ..... .............. . .....,,.,,,,.,,»».»,,,,...........................,»,,..,.....,....,,..,... , ............. . . ............. ............. ................... -N CONCRETE ........... . ............... ..................... ...... .............. ........ ........... . ... ........... ....... ....... N,L.1�4 MOW CURB . .......... .......... ......... ...»:...,,»,,,,,.,,,,,....... ........ ......... O wow NowKERRIE LYNN DRIVE RK 01"t ............... ............. ...... . ........... ......... . ........ ..................... .... ............... »,,,,,».»,. .............. ,..»....,,,,.», ............ ,,,.,,»,.,+.»,., ....... SCALE: f - 20' �ODSCAPF RIO 0 A SOYEM&R .30, 2018 EIX IV 0 A- OF ate K� \F D A T E OCTOBER 5, 2017 S C A L E ill= 201 -011 DRAWN BY MER CHECKED BY JR x Nn: , q moom vo\ggg L 15 % MN mmm a w IV .. I `�.L m t�t�` ® 1\ ■\ 01011 vo. llft 'N' NOR % maNks 'g�om mm 101 0 a xx' . % NO sk, immmus IMM %\ -01000 WIM Alp ................... X 42 ILI' \0 'M 110% mm so w OF ... . ..... . mo :ffimm own ImMME11 L 11w. W IN RIGS 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 TRACT 6369 PHASE I & 2 — REVISED ECO VILLAG CASA VERDE HUGHES LANE/MCKEE ROA CARTAGENA GROUP LTD 1345 PIONEER AVENUE PORTERVILLE, CA 93257 PHONE (559) 359-3562 SHEET DESCRIPTIO N TREE PLANTING PLAN R E V I S 1 0 N S SHEET N U B E R L10oF 19 PROJECT N U M B E R 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 1.5-6369 Ph 1 & 2 ® NOT PUBLISHED. ALL RIGHTS RESERVED. .......... ............. Cie1 0 U. o. - r.. m ................... .............. .. ................. .......... ................ —1.1-1- ............ ................................... .................... -".1111 . . .......... WN ........................... . .................. * .................. * ....... ............. > 0 com---� .4 L L co L ........... ......................... ............................ __ ............. - ......... ............................. . ............ .. . .......... .......... ................... ............. MCKEE ROAD u.j 1 MCKEE ROAD > 1 0 CID < LLJ............. ................. ........ _ , ......................... 111111111-- . ........... . ....... 11111111-- ......... . ...... .... ............... . .... .... .. . . ....... u.j ...... ..... .............. ... .......... ... ........ . .............. ... .... .... ......... "ff'n ............. . ... . ..... . .......... .. ......................... -- ........ .. .. . ....... ... .... .. 3 LAG IND 24" BOX STD < 5 LAU NOB 24" BOX L i o 0 cc co Lu ........... . ...................... I ......... . ................... ............ ... .......................... . ................... .... ... ....... . M ........... .............. .................... ...... .... ............. —SIGHTLINE 650' ..... ... k MATCHLINE, SEESHEET L11 F C.O.B. SUMP 14 S .... ..... ....... .... .......... ...... ............. N. 0 ................. ................... N .. . ............. . ..... .............. . .....,,.,,,,.,,»».»,,,,...........................,»,,..,.....,....,,..,... , ............. . . ............. ............. ................... -N CONCRETE ........... . ............... ..................... ...... .............. ........ ........... . ... ........... ....... ....... N,L.1�4 MOW CURB . .......... .......... ......... ...»:...,,»,,,,,.,,,,,....... ........ ......... O wow NowKERRIE LYNN DRIVE RK 01"t ............... ............. ...... . ........... ......... . ........ ..................... .... ............... »,,,,,».»,. .............. ,..»....,,,,.», ............ ,,,.,,»,.,+.»,., ....... SCALE: f - 20' �ODSCAPF RIO 0 A SOYEM&R .30, 2018 EIX IV 0 A- OF ate K� \F D A T E OCTOBER 5, 2017 S C A L E ill= 201 -011 DRAWN BY MER CHECKED BY JR x Nn: , q moom vo\ggg L 15 % MN mmm a w IV .. I `�.L m t�t�` ® 1\ ■\ 01011 vo. llft 'N' NOR % maNks 'g�om mm 101 0 a xx' . % NO sk, immmus IMM %\ -01000 WIM Alp ................... X 42 ILI' \0 'M 110% mm so w OF ... . ..... . mo :ffimm own ImMME11 L 11w. W IN RIGS 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 TRACT 6369 PHASE I & 2 — REVISED ECO VILLAG CASA VERDE HUGHES LANE/MCKEE ROA CARTAGENA GROUP LTD 1345 PIONEER AVENUE PORTERVILLE, CA 93257 PHONE (559) 359-3562 SHEET DESCRIPTIO N TREE PLANTING PLAN R E V I S 1 0 N S SHEET N U B E R L10oF 19 PROJECT N U M B E R 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 1.5-6369 Ph 1 & 2 ® NOT PUBLISHED. ALL RIGHTS RESERVED. VN, DS CA pr RIOS No u I t d! LjLjC-> cl-_ ---I SEFf3tMQER 30. 2018 /* EVxpir ti to at OF C N\ D A T E OCTOBER 5..2017 SCALE 1"=20'_0" DRAWN BY MER CHECKED BY JR �%g g� x 11 ' mom s Al. 100 IM ................. ED& .KnI Kli \.. »::. %\ 1M Wp §% • N'% \% I I -\Mm 01011 IN '01 IM, 'xm- K, L '< SMumONE'S liblikh", .................... mal XMIEN,m W10 1 Is d ........... \% % x 'm I` NO\ 0, qgmgm' N , SO OR imMM0110, Q. N ME 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 TRACT 6369 PHASE I & 2 - REVISED ECO VILLAGE CASA VERDE HUGHES LANE/MCKEE ROAD CARTAGENA GROUP LTD 1345 PIONEER AVENUE PORTERVILLE, CA 93257 PHONE (559) 359-3562 S H E E T D E S C R I P T 1 0 N REVISIONS SHEET N U M B E R Ll 1 of 19 PROJECT - N U M B E R 16-345 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. 1.5-6369 Ph 1 & 2 MOW CURB 19 LAN SS Q-) (5 u u 'o 0 0 o 0 ...,. »»»,».... . . .............. ......... . I,-,'.., .............. . .. . . ............ --'-o ......... - ............nmn 9 1AN1 FLA 9 ANI FLA 5 GAL 5 GAL ' E ., SIG��TLlNE HTLIN 650 SIG- I b\*\ \nx LLJ® ............._..........................»...............................»»... ...................................................................................................................................................................... . .................................... .......... .............. 01 Q W , W c/) ............ ............ ......................... ............................... ...................... ........ ............ ..................... .......... .......................... ..............»..».,.,............................... Z_J .a........ ..... ............. ................................................... ..........» ... .............. I ..................... II ...... »»,.., ....,,.,.,.... . ................ 0.0 II ? .....,»» .....»,,»».. (D .. ................... .. » .............. ... ........ 3 ....................... ... .......... . . ...... . »,a .................................... I ....... ......I. I .,. \ + \•':\.. ..... »»�.» ........ ...I..I ......vvv,.+„ ... ........ . i ................ 4 ,,, .,,,, ,...,.,.\, v..,., ..,...... ... .vvav ,,. ,..,.. aa,»•.,.v...:...». ��1a' T,v...aaa,,,,,..........• ... »..»+.......... ...... �::.»».,......»....... a,........ Q :�E ® 12 LEU FRU ACI I 1 r CONCRETE W MOW CURB 3 LAN SS 1 5 GAL 16 1 LIG JAP 5 GAL eo e o - .... 0 CA V. . . .............. ....... . . ...... ............................... - ----- 1- ................. ... . ...... ..... ............... . .......... - .................... ................. ...................... .......................... -,- ..................... --- ................ - ....... ........................ ....... -- ................ . .. .......................................... ......... ....................................... ................. ............. --- .... m :4 MCKEE ROAD 0� U W SIGHTLINE 650'_ — 1 W W ...,.,,,..»» ..... .............................................»..»......,............,,.....»....».,.....................,».............,.,..,..,,,....................••................»..............•.•..,a.,.....,..................•.,. W ».+ .. »a . ».. ....... z 0 o e �..J � ......... ........ .......... ...... ....... 11 II II I I II II II I I ,,, ,....... � it ....... .............. ... ................ ............................ ................. , u j 20 LEU FRU :1;i 5 GAL h 4 ................ ................ ............... ...... . ................. .............. ................ .......... . ................... ............. ............ ...... o Iw � w L n L 7 J L C .ACKEE ROA1, 20 LAN SS 5 GAL » .»............»a.».»................... ..... . ,...............»......»..»,................ ,............................................ ............. . I 10 ANI FLA Q 5 GAL O I uA .�.,.. _ ,`..SIGHTLINE 6501 ,— E m®� m ITLIN SEE SHEET Ll 3; t' CONCRETE KERRY LYNN DRIVE NOTE REFER TO SHEET L10-1-11 FOR TREE PLAN REFER TO SHEET L14 FOR PLANTING LEGEND, NOTES AND DETAILS. ^^ A s !m as — AAt 1.5-6369 Ph 1 & 2 ,N, DSCAPF RIOS No ca rr► Signature * SEPTEMBER 30p2018 J, Ex p. o4' ate F OF C IsO D A T E OCTOBER 5, 2017 a S C,A L E 1fI 201 —011 DRAWN BY MER CHECKED BY JR \�.I M\',\\\0gym` \ \" .1\`. `\ 'vvg `41. .-.;ko I!,mom ��.R K , 'A"mok :\\\\ 10, -, �010 � E-0 � \ R1.1h, "g Is ,w, ;+\\.'+,`\\•••\+,Y`', •1 tiff\:• \01010 RM Non 1,00000 10 0, 110\00\01 AA, "mismENS 01\ RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.nosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT &CLIENT NAME TRACT 6369 PHASE 1 & 2 - REVISED ECO VILLAGE CASA VERDE HUGHES LANE/MCKEE ROAD CARTAGENA GROUP LTD 1345PIONEER AVENUE PORTERVILLE, CA 93257 PHONE (559),359-3562 SHEET DESCRIPTION SHRUB PLANTING PLAN R E V I S 1 0 N S SHEET N U M B E R Ll 20F 19 PROJECT N U M B E R 16-345 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. �NIADSCApF BIOS No LAJ cl--Stihnatu-W SEPTEhW3ER 30, 2018 � 11- - OF C Nt oM N' Wl ' W%§ N. IN 0 Nx. m will 6 om 014 \* ■MN Q 0. In' 7z�\ k\ g omm sm"m mmoSAW IM im 10 "Obdo110• k\lh- RAW RMW 1d- 14 l PAP ME I if 0001\\F\�� \% Abk %\Xl IF IMEN10 X W 1\00F W % 1:1001 OR mal NOW R `40 �mm mmomEm '10 01 LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 6369 PHASE I & 2 - REVISED ECO VILLAGE CASA VERDE -�LIGHES LANE/MCKEE ROAD CARTAGENA GROUP LTD 1345 PIONEER AVENUE PORTERVILLE, CA 93257 PHONE (559) 359-3562 S H E E T, D E S C R I P T 1 0 N REVISIONS 1.5-6369 Ph 1 & 2 SHEET N U M B E R L13 of 19 PROJECT N U M B E R 16-345 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. D A T E OCTOBER 24, 2017 SCALE 1"=20'-0" DRAWN BY MER CHECKED BY JR oM N' Wl ' W%§ N. IN 0 Nx. m will 6 om 014 \* ■MN Q 0. In' 7z�\ k\ g omm sm"m mmoSAW IM im 10 "Obdo110• k\lh- RAW RMW 1d- 14 l PAP ME I if 0001\\F\�� \% Abk %\Xl IF IMEN10 X W 1\00F W % 1:1001 OR mal NOW R `40 �mm mmomEm '10 01 LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 6369 PHASE I & 2 - REVISED ECO VILLAGE CASA VERDE -�LIGHES LANE/MCKEE ROAD CARTAGENA GROUP LTD 1345 PIONEER AVENUE PORTERVILLE, CA 93257 PHONE (559) 359-3562 S H E E T, D E S C R I P T 1 0 N REVISIONS 1.5-6369 Ph 1 & 2 SHEET N U M B E R L13 of 19 PROJECT N U M B E R 16-345 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. NO TES: 1 All wort( shown shad cwfam to the W#kabie swims of the current specifications entitled! Standard 4wdrrcatk,na State of Colifamia, Buskess and rrans- partatloa Agency, Depastmatt of Tron.Vwktb7. gWoved current edition, 2. Droetoge basin shat' be a minimum of one buidabte tat fronting on a street, and hoeing a shops and location acceptable to the City Engkreer. 3. to m&,aped palced &vkwge bamvas shah not be gommed by this standard 4. Any kntermediote bench, it apptow4 must be 1.0 (O.3n) minkrurm width, Side slopes shag not exceed 2.1. 5. Corrrrele shalt contoia no 605M unless prig• written approyd is obtained hom the City Engineer, 6. Concrete shad! be cared with a white pkgmented curktg compound camp*g to sectkn 90-7.018 of the standard specifications i No P4oee bats she# be ptaeed hi the structure 8 M*-laa<k fence and gates or we# dW conform to the syecifxotlons shown stud d'awings D-12 and 0-t3 9 A# new (bakmge basbns withal fence shoat be sterdlied with a permanent sterdalt such as Hyw r0. or approved egad. App*otlon rate is 25 lbslocre (2%g/ha). A representati►e of the water department shalt be on she at the tonne of s£erfttiwn 112 Basin capacity shads conform to Public Palet Deportment Design Policy for &map ti. See standard D-11 for temprxclry drdoo a dash FRINAME: 0-9REV SHRUBS fence cutoff of street comers with !miss ram. ��)A of " - 16, 4, 9m) 6' 1.8 m " confarm to the requirements 6.0' ft.Bm) chain -lark fence with redwnad ,stats of Sec 4.7. t5' r)p,t2' iplWA. PasT ( Qn) iihtr (4.6m) I ..- 12' (16m) ,!(er. ('•' _, cos,. ++�� ��++ sal"='a 4 • �' ;•� A A UNE Post U10 <<. .•.. . , a. t8' min' 12' wh• (J. 6m) See standard 1-14 l 12' min, (54m) I__ 15 anj lx&t, 0 sows 212, Fl4lCB PAH�11C (360 L 101 016) ,Nin. ar R r0� 2-3 ! . ,/r 6, V (0.13m) cancrete 12 (16m) ,Nln. r"�i aFiveway to fence rm 12f (J6m) Yui. 7W 2 Cenaate dW be dais V and sfmda be wi£h1a 2.5- (65m) +� Sr --4 canmercd a regavneots of solus 80-4 of the Vmadad *edh6Cvtim4 drfle a�aproacA PLAN i •• 'e•e-c�'a�aa�'aa • w�► ,w���w: At Rl# or 10' (J Om) Mat. from D-12 stub be contimW wider gores .sW be cared with a Ilhtte pigmented arrhg cwpormd graded Aowtine (whicher•>:r a greater) Constrvel 6.0' (1.8m) high cYiM -task fence with redwood stats at pr(>par'ty o lee, unless othawise approved by the Lowest R,fet gutter edezrrtlar City Engkreer butter ftowfkre Desfgn !Yater Surface f 6m) s�sat (J. 8.0' May, 6, Fimrms sfrdi be made *0 &!taiga vweideQ wish wilds f (02m) Class 1 l • ' • Pipe outlet 5tructur% RW 1' f I. 1 AI ♦ ' See detod D-10 • Lowtxm and number of am end wall( gates in fence SECTION A -A to be detarmbred In the flwrd f by the City Engkneet: NO TES: 1 All wort( shown shad cwfam to the W#kabie swims of the current specifications entitled! Standard 4wdrrcatk,na State of Colifamia, Buskess and rrans- partatloa Agency, Depastmatt of Tron.Vwktb7. gWoved current edition, 2. Droetoge basin shat' be a minimum of one buidabte tat fronting on a street, and hoeing a shops and location acceptable to the City Engkreer. 3. to m&,aped palced &vkwge bamvas shah not be gommed by this standard 4. Any kntermediote bench, it apptow4 must be 1.0 (O.3n) minkrurm width, Side slopes shag not exceed 2.1. 5. Corrrrele shalt contoia no 605M unless prig• written approyd is obtained hom the City Engineer, 6. Concrete shad! be cared with a white pkgmented curktg compound camp*g to sectkn 90-7.018 of the standard specifications i No P4oee bats she# be ptaeed hi the structure 8 M*-laa<k fence and gates or we# dW conform to the syecifxotlons shown stud d'awings D-12 and 0-t3 9 A# new (bakmge basbns withal fence shoat be sterdlied with a permanent sterdalt such as Hyw r0. or approved egad. App*otlon rate is 25 lbslocre (2%g/ha). A representati►e of the water department shalt be on she at the tonne of s£erfttiwn 112 Basin capacity shads conform to Public Palet Deportment Design Policy for &map ti. See standard D-11 for temprxclry drdoo a dash FRINAME: 0-9REV FENCING TABLE SHRUBS r l AI • with !miss ram. ��)A of " - 16, 4, 9m) 6' 1.8 m *4�:���r1�7Ii'�7.�.T.�►�•.����,=�����IbT.�7rt►7J.7i7.ra7�ti�� �w��J���'�E►7wt7:'\�,A. 7-7' ' .9 m DL 2'-6" .76 m iplWA. PasT 2 -?X oro. *A,',, wPE CA tm?m ('•' _, cos,. ++�� ��++ sal"='a 4 • �' ;•� bw ($09M K 2(8 (3.7 z 19 oma UNE Post U10 <<. .•.. . , a. 2-3/6' (ore of 'V. Pipe ;M ail �► FT. 0166wN., 15 anj lx&t, 0 sows 212, Fl4lCB PAH�11C "Opt 40 L NOTES:() REONgOo . 2-3 ! . ,/r (3 z .636 en) / 6.0- (415m) a 2 Cenaate dW be dais V and sfmda be wi£h1a 2.5- (65m) 8 lndb%tion of f6ncoig and gates staid be in oxmfoce *0 the a regavneots of solus 80-4 of the Vmadad *edh6Cvtim4 and MM fraslaat I , i •• 'e•e-c�'a�aa�'aa • w�► ,w���w: - :-:�: oro❖:a�.�;.. D-12 stub be contimW wider gores .sW be cared with a Ilhtte pigmented arrhg cwpormd ,❖rd.:•�•�.• it.. ♦� ♦ .�.♦•i• O• ../ / ,. it IV r : r. cwnpl* to section 90-7.018 of &e standard Vw#kdkvm rr I ,:>' t s . av pest with gdK dow d or bo&wlaf braces used os canprmm members and #z at375- (ntw� sled truss rule with tnmbudlef or burs 460ws used as teodm m&dm G/� STANDARD WAM a.R ow -CM .�!�i+i: c'a�� ..0+•i•i�iy�� :�c.. a vii. oar.....:.� • � 1 CHAIN-LINK GATES W SKAr aorta with 3 x 5 - g gouge to&* so constructed !tart the dots om N.T.S. kvked bnla pasitk n and con only be mnawed wtifi tow's OPPROMFM.-.�..�.......- s�sat E TY OF BAKEFi81�$a'LD D-13 6, Fimrms sfrdi be made *0 &!taiga vweideQ wish wilds f 9 -and smooth, mrd regdw ked attr Damm PUBuc WOWS MYARTMENT 1' f I. 1 AI ♦ ' � , I J l r v ) l' 1, ' Y , 1 /• ! :. f l•r. / r v I.f r. FENCING TABLE SHRUBS HEIGHT 1 with !miss ram. ��)A of " - 16, 4, 9m) 6' 1.8 m DC 7-7' ' .9 m DL 2'-6" .76 m iplWA. PasT 2 -?X oro. *A,',, wPE CA tm?m ('•' _, cos,. a:e u pt bw ($09M K 2(8 (3.7 z 19 oma UNE Post U10 <<. .•.. . , a. 2-3/6' (ore of 'V. Pipe ;M ail �► FT. DOUBLE GA rE PC Ca,arte 15 anj lx&t, 0 sows 212, Fl4lCB PAH�11C ...11 '1Faa/1/4 iOWK0 MP M BMW L NOTES:() REONgOo . 2-3 ! . ,/r (3 z .636 en) T. Fo&* shad be fastebed to &e post, last r runnsand bottom tension +rices with fabric horrds spaced q*= 14' (0„36m) qwt 5 Fabric shat tonfam to ASN A -M,, Class L 9 &bgrade prepomtlan shaft be constructed he to grade and crass section eh compaction of ga to a depth of a5` (0.15m). FBENAME: D-12REY STANDARD o MNW CHAIN-LINK FENCE � M. S`"` N. App, 9rteEt ria. CRY OF BAA iE- M D-12 C _.. --.... OW DWe M PUBUG WOWS DEPARTMENT br� 0 V (/am) SHRUBS nye 06vcats with !miss ram. ��)A of " - 16, 4, 9m) DRAWN BY - 58"( CHECKED BY FAM (S"a) mj ANI FLA 14 KANGAROO PAW (4.lk:2) av mM id (75arm) 00. gdr 48 de*e with pipe 5.79 IR Turnbaafie IT bw ($09M () 1 <<. .•.. . , a. ++�i ;M ail �► fe DOUBLE GA rE PC Ca,arte _T 2n•� 5 GAL 68 L NOTES:() t &Vada pregr. sim6 be Mtrmted flora to go* and f / 6.0- (415m) desfgaotlalr. A-Jn oras 1. 2 Cenaate dW be dais V and sfmda be wi£h1a 2.5- (65m) 8 lndb%tion of f6ncoig and gates staid be in oxmfoce *0 the to 55- (d 14m) Aw* Carcrete shag be tmwercd smooth regavneots of solus 80-4 of the Vmadad *edh6Cvtim4 and MM fraslaat State of Ca7fank4 Dgwbnent of rrw* rto1m* approved aft mt t0m. i •• 'e•e-c�'a�aa�'aa • w�► ,w���w: br� 0 V (/am) SHRUBS nye 06vcats with !miss ram. ��)A of " - 16, 4, 9m) DRAWN BY - 58"( CHECKED BY FAM (S"a) mj ANI FLA Qtl. gdK P4ae 272bJR Prate Pant - 2875' KANGAROO PAW (4.lk:2) av mM id (75arm) 00. gdr 48 de*e with pipe 5.79 IR Turnbaafie IT bw ($09M () 1 <<. .•.. . , a. ,af (ia Srlr) Glass fe DOUBLE GA rE PC Ca,arte _T 2n•� 5 GAL 68 L NOTES:() t &Vada pregr. sim6 be Mtrmted flora to go* and cross smetktt WW? cunowltan at = to a depth of 7 00h-fbtk fence to&* shat/ con krm to the atcav*otmas of ASM 6.0- (415m) desfgaotlalr. A-Jn oras 1. 2 Cenaate dW be dais V and sfmda be wi£h1a 2.5- (65m) 8 lndb%tion of f6ncoig and gates staid be in oxmfoce *0 the to 55- (d 14m) Aw* Carcrete shag be tmwercd smooth regavneots of solus 80-4 of the Vmadad *edh6Cvtim4 and MM fraslaat State of Ca7fank4 Dgwbnent of rrw* rto1m* approved aft mt t0m. 3 Cawefe " awtak no rtes cedes prior mitten g Gang a *tow by the arty of tiakersW standad *Owiv WPW is abtaaaed lean the qty Engbeea: caaaete D-12 stub be contimW wider gores .sW be cared with a Ilhtte pigmented arrhg cwpormd 113 cwnpl* to section 90-7.018 of &e standard Vw#kdkvm flIENAME D-i3REV 4 Eire; coma; and got* posts "be brzed to the newest OAT av pest with gdK dow d or bo&wlaf braces used os canprmm members and #z at375- (ntw� sled truss rule with tnmbudlef or burs 460ws used as teodm m&dm G/� STANDARD WAM a.R ow -CM 5 tft1A7 redwood 3Y1bfRbmt =w is rt{tu9er�, i�t 3ftat£ be used CHAIN-LINK GATES W SKAr aorta with 3 x 5 - g gouge to&* so constructed !tart the dots om N.T.S. kvked bnla pasitk n and con only be mnawed wtifi tow's OPPROMFM.-.�..�.......- s�sat E TY OF BAKEFi81�$a'LD D-13 6, Fimrms sfrdi be made *0 &!taiga vweideQ wish wilds CAL�Oi�A 9 -and smooth, mrd regdw ked attr Damm PUBuc WOWS MYARTMENT NOTES 1. CONNECT DEEP ROOT PANELS TOGETHER. PLACE MATERIAL IN TRENCH, CENTERED ON TREES INDICATED ON PLAN. BARRIER TO EXTEND ABOVE FINISH GRADE BUT REMAINS AT OR BELOW HARDSCAPE SURFACE. 4 SECTION O 1" IN TURF AREA AND 2" IN SHRUB BED 2O CONCRETE MOW'STRIP WITH Y2" RADIUS ALONG ALL EXPOSED EDGE 3 FINISH GRADE 4�J #4 HORIZONTAL REBAR, CONTINU US - 3" CLEAR 5� NATIVE SOIL OR COMPACTED SUBGRADE 6� %" BITUMINOUS FELT EXPANSIO JOINTS @ 20' O.C, MAX SCORE JOINTS @ 5' O.C. I Tr. • W. Z,, CONCRETE MOW CURQ J SCALE: 1 {1= 1 1_011 Live arth Products, Inc. 4.1 -c 78-7307 PLANTI-NG, LEGEND TREES ABBREV. BOTANICAL NAME COMMONNAME SIZE QTY WULCOS • CHI PD CHILTALPA TASHKENTENSIS CHILTALPA 24" BOX STD 20 L 'PINK DAWN' • LAU NOB LAURUS NOBLIS SWEET BAY 24" BOX STD 40 L 'SARATOGA' LAG IND LAGERSTREOMIA INDICA CRAPE MYRTLE 24" BOX STD 18 L ° 'NATCHEZ' 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 A & B, THIS SHEET. STREETSCAPE CALCULATIONS TOTAL LANDSCAPE SQ. FT. TOTAL LANDSCAPE SQ. FT. ALONG MCKEE ROAD & HUGHES LANE- 12,678 SF TOTAL LANDSCAPE SQ. FT. ALONG SUMP- 41 SF TREE QUANTITY CALCULATIONS MCKEE ROAD 1156' LF. /30'= 38.5 OR 39 STREET TREES; 20 EVERGREEN TREES 1156' LF. /30'= 38.5 OR 39 STREET TREES; 20 EVERGREEN TREES �-- VN0SCAPF RIOS No WC C1__ -i e ur SEP BER 30 2018 Ex i o F OF C MI. D A T E SHRUBS S C A L E 1"=20'-011 DRAWN BY MER CHECKED BY O ANI FLA ANIGOZANTHOS FLAVIDUS KANGAROO PAW 5 GAL 48 L 'BUSH PEARL' 0 LAN SS LANTANA HYBRID LANTANA 5 GAL 68 L 'SPREADING SUNSET' LEU FRU LEUCOPHYLLUM FRUTESCENS TEXAS RANGER 5 GAL 102 L O LIG JAP LIGUSTRUM JAPONICUM JAPANESE PRIVET 5 GAL 113 L STREETSCAPE CALCULATIONS TOTAL LANDSCAPE SQ. FT. TOTAL LANDSCAPE SQ. FT. ALONG MCKEE ROAD & HUGHES LANE- 12,678 SF TOTAL LANDSCAPE SQ. FT. ALONG SUMP- 41 SF TREE QUANTITY CALCULATIONS MCKEE ROAD 1156' LF. /30'= 38.5 OR 39 STREET TREES; 20 EVERGREEN TREES 1156' LF. /30'= 38.5 OR 39 STREET TREES; 20 EVERGREEN TREES �-- VN0SCAPF RIOS No WC C1__ -i e ur SEP BER 30 2018 Ex i o F OF C MI. D A T E OCTOBER 5, 2017 S C A L E 1"=20'-011 DRAWN BY MER CHECKED BY JR KX\::. v.xx .:.: vvv 401111h . w 1,� .1 ,\ 4,.; fig+ aMlz INS .yRN \vv \tet \\ •:. TTS vv. e ,\ \,.:,. . \ .T ;�, \ati \\v'\ v .\, T� \ * \�;..a' w"''tip Mw. .. v\` .\ , T MW X00 >. `�' " \ vNemr". `01 �' . P. E101. \mMEM01 al BIOS 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 TRACT 6369 PHASE 1 & 2 - REVISED ECO VILLAGE CASA VERDE HUGHES LANE/MCKEE ROAD CARTAGENA GROUP LTD 1345 PIONEER AVENUE PORTERVILLE, CA 93257 PHONE (559) 359-3562 SHEET DESCRIPTIO N TREE PLANTING PLAN R E V I S I O N S SHEET N U M B E R L140F 19 PROJECT N U M B E R 16-345 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. 1.5-6369 Ph 1 & 2 SIG N WALL LOCATION A iNn SCALES 11' - 20' - 0' SIGN WALL ELEVATION V J N.T.S. L EXACT COLOR TO BE APPROVED BY *WNER. (w vk; SCALE, I' m 20' - 0' SIGN WALL LOCATION B o N.T.S. N"DSCAjr RIOS 0 c-> ignatu e SEPIEMBER 30 2018 Efxo* I a 10 Date t OF K� D A T E OCTOBER 24, 2017 SCALE NTS DRAWN BY MER CHECKED BY JR MIN. kmmmmmr ,MM b, VE A M:"�:". 10 m X., of IM Amb 1611\ pm �gpw am �g ............... Zl� ffiSk-001 Ml "ggp' 1111010bb %'n mpi., 0mma, , x %. . . . . . ....... ml k IME . . . . . . 0 Q kh% MI'l WE 0 m Ox" \m %m 1 0 511 10\01 wo, pom No. qm\ im 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 TRACT 6369 PHASE I & 2 - REVISED ECO VILLAGE CASA VERDE HUGHES LANE/MCKEE ROAD CARTAGENA GROUP LTD 1345 PIONEER AVENUE PORTERVILLE, CA 93257 PHONE (559) 359-3562 SHEET DESCRIPTIO N WALL SIGN PLAN R E V I S 1 0 N S SHEET N U M B E R L15 of 19 PROJECT N U M B E R 16-345 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. 1.5-6369 P h 1 & 2 GENERAL CONDITIONS ' 1. DEFINITIONS A. WORDS USED HEREIN IN THE MASCULINE GENDER INCLUDE THE FEMININE AND NEUTER, AND VICE VERSA; THE SINGULAR NUMBER INCLUDES THE PLURAL, AND THE PLURAL THE SINGULAR. THE WORD "PERSON" INCLUDES A CORPORATION, ASSOCIATION OR PARTNERSHIP. B. UNLESS OTHERWISE SPECIFICALLY DEFINED HEREIN, OR UNLESS THE CONTEXT REQUIRES A DIFFERENT MEANING, ALL WORDS, ABBREVIATIONS, SYMBOLS, TERMS AND PHRASES HAVING A WELL KNOWN OR TECHNICAL MEANING SHALL BE SO CONSTRUED. C. WHENEVER IN THESE SPECIFICATIONS, OR IN ANY DOCUMENTS OR INSTRUMENTS WHERE THESE SPECIFICATIONS GOVERN, THE FOLLOWING TERMS ARE USED, THE INTENT AND MEANING THEREOF SHALL BE AS FOLLOWS: CONTRACT - REPRESENTS THE ENTIRE AND INTEGRATED AGREEMENT BETWEEN THE CITY/OWNER AND THE CONTRACTOR. THE CONTRACT DOCUMENTS FORM THE CONTRACT FOR CONSTRUCTION. CONTRACT DOCUMENTS - THESE SPECIFICATIONS, THE DRAWINGS, ADDENDA ISSUED PRIOR TO EXECUTION OF THE CONTRACT, AND THE CONTRACT BETWEEN THE CITY/OWNER AND THE CONTRACTOR. CONTRACTOR - THE PERSON OR ENTITY WHOSE BID IS ACCEPTED AND TO WHOM THE CONTRACT IS AWARDED. LANDSCAPE ARCHITECT - THE PROFESSIONAL SERVICES FIRM WHO PREPARED THE PROJECT DRAWINGS AND SPECIFICATIONS FOR THE CITY/OWNER. CITY/OWNER - IS THE PERSON OR ENTITY IDENTIFIED AS SUCH IN THE CONTRACT. WORK - THE TERM "WORK" OR "PROJECT" MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS AND INCLUDES PROVIDING ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, TOOLS, AND INCIDENTALS NECESSARY TO COMPLETE THE WORK IN A SATISFACTORY MANNER. 2. CONSTRUCTION PROCEDURE CONTRACTOR SHALL NOT BE RELIEVED OF OBLIGATIONS TO PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS EITHER BY ACTIVITIES OR DUTIES OF THE CITY/OWNER, LANDSCAPE ARCHITECT, OR BY TESTS, INSPECTIONS OR APPROVALS REQUIRED OR PERFORMED BY PERSONS OTHER THAN THE CONTRACTOR. 3. NON -ASSIGNABILITY NEITHER THE CONTRACT THAT MAY BE AWARDED, NOR ANY OF THE MONIES THAT MAY BECOME DUE TO THE CONTRACTOR UNDER SUCH CONTRACT, MAY BE ASSIGNED BY SAID CONTRACTOR WITHOUT THE WRITTEN CONSENT OF THE CITY/OWNER. 4. SERVICE OF NOTICE THE DELIVERY OR MAILING OF ANY NOTICE, INSTRUCTION, CLAIM OR PROTEST, OR OTHER WRITTEN COMMUNICATIONS, PERSONALLY TO THE CONTRACTOR OR TO THE CITY/OWNER, SHALL CONSTITUTE SERVICE THEREOF UPON THE CONTRACTOR, OR THE CITY/OWNER, RESPECTIVELY. 5. SUBCONTRACTS A. CONTRACTOR SHALL SET FORTH IN THE BID THE NAME AND THE LOCATION OF EACH SUBCONTRACTOR WHO WILL PERFORM WORK OR LABOR OR RENDER SERVICE TO THE CONTRACTOR IN OR ABOUT THE CONSTRUCTION OF THE WORK. B. CONTRACTOR MUST HAVE THE WRITTEN CONSENT OF THE CITY/OWNER TO SUBSTITUTE A SUBCON- TRACTOR OTHER THAN THAT DESIGNATED IN THE BID. 6. BONDS AND INSURANCE A. BEFORE EXECUTION OF THE CONTRACT WITH THE CITY/OWNER, THE CONTRACTOR SHALL FILE WITH THE CITY/OWNER SURETY BONDS AND APPLICABLE PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE SATISFACTORY TO THE CITY/OWNER IN THE AMOUNTS AND FOR THE PURPOSES SPECIFIED IN THE CONTRACT. BONDS SHALL BE DULY EXECUTED BY A RESPONSIBLE CORPORATE SURETY, AUTHORIZED TO ISSUE SUCH BONDS IN THE APPLICABLE STATE OF THE PROJECT AND SECURED THROUGH AN AUTHORIZED AGENT. CONTRACTOR SHALL PAY ALL BOND PREMIUMS, COSTS AND INCIDENTALS. B. CHANGES IN THE WORK, OR EXTENSIONS OF TIME, MADE PURSUANT TO THE CONTRACT, SHALL IN NO WAY RELEASE THE CONTRACTOR OR SURETY FROM THEIR OBLIGATIONS. 7. DRAWINGS AND SPECIFICATIONS THE CONTRACTOR SHALL KEEP AT THE PROJECT SITE A COPY OF THE DRAWINGS AND SPECIFICATIONS. IN THE EVENT A DISCREPANCY EXISTS BETWEEN FIGURES AND/OR DRAWINGS, THE DISCREPANCY SHALL BE IMMEDIATELY SUBMITTED TO THE CITY/OWNER FOR CLARIFICATION. ANY ADJUSTMENT MADE BY THE CONTRACTOR WITHOUT OBTAINING SUCH CLARIFICATION FROM THE CITY/OWNER SHALL BE AT THE A. CONTRACTOR'S RISK AND EXPENSE AND BE SUBJECT TO REMOVAL IF SAID ADJUSTMENT DOES NOT MEET THE APPROVAL OF THE CITY/OWNER. B. THE CONTRACT DOCUMENTS, AS DEFINED HEREIN, ARE INTENDED TO BE READ TOGETHER TO DESCRIBE A COMPLETE AND FINISHED PIECE OF WORK, INCLUDING ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE PROPER EXECUTION OF THE PROJECT. ANYTHING IN THE SPECIFICATIONS AND NOT ON THE DRAWINGS, OR ON THE DRAWINGS AND NOT IN THE SPECIFICATIONS, SHALL BE AS THOUGH SHOWN OR MENTIONED IN BOTH. 8. SHOP DRAWINGS OR PRODUCT DATA AND SAMPLES A. SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND SIMILAR SUBMITTALS ARE NOT CONTRACT DOCUMENTS. THE PURPOSE OF THEIR SUBMITTALS IS TO DEMONSTRATE FOR THOSE PORTIONS OF THE WORK FOR WHICH SUBMITTALS ARE REQUIRED THE WAY THE CONTRACTOR PROPOSES TO CONFORM TO THE INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE DRAWINGS. B. THE CONTRACTOR SHALL REVIEW, APPROVE, AND SUBMIT SUCH SUBMITTALS REQUIRED BY THE CONTRACT DOCUMENTS WITH REASONABLE PROMPTNESS AND IN SUCH SEQUENCE OR TO CAUSE NO DELAY IN THE WORK. C. THE LANDSCAPE ARCHITECT'S REVIEW OF SUCH SUBMITTALS IS FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. REVIEW OF SUCH SUBMITTALS IS NOT CONDUCTED FOR THE PURPOSE OF DETERMINING ACCURACY AND COMPLETENESS OF OTHER DUTIES SUCH AS DIMENSIONS AND QUANTITIES, OR FOR SUBSTANTIATING INSTRUCTIONS FOR INSTALLATION OR PERFORMANCE OF EQUIPMENT OR SYSTEMS, ALL OF WHICH REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. D. THE LANDSCAPE ARCHITECT'S REVIEW SHALL NOT CONSTITUTE APPROVAL OF SAFETY PRECAUTIONS OR, OF ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. 9. SUBSURFACE DATA WHERE INVESTIGATIONS OF SITE CONDITIONS HAVE BEEN MADE INCLUDING SUBSURFACE CONDITIONS IN AREAS WHERE WORK IS TO BE PERFORMED UNDER THE CONTRACT, SUCH INVESTIGATIONS ARE MADE ONLY FOR THE PURPOSE OF STUDY AND DESIGN. ALL SOIL AND GEOLOGICAL TEST HOLE DATA, WATER TABLE ELEVATIONS AND AGRICULTURAL SUITABILITY SOIL ANALYSES APPLY ONLY AT THE LOCATIONS OF THE TEST AND TO THE DEPTHS INDICATED. 10. CHANGE ORDERS A. THE CITY/OWNER MAY AT ANY TIME PRIOR TO ACCEPTANCE OF THE WORK, BY WRITTEN ORDER TO CONTRACTOR AND WITHOUT NOTICE TO SURETIES, INCREASE OR DECREASE THE ESTIMATED QUANTITY OF WORK OR MATERIAL, MAKE ALTERATIONS, DEVIATIONS, ADDITIONS TO OR OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS, AND MAKE CHANGES IN THE PROJECT AS MAY BE DEEMED NECESSARY OR ADVISABLE, WITHIN THE GENERAL SCOPE THEREOF. 20. INDEMNIFICATION �p,NDSCAPF B. NO CLAIM FOR ADDITIONAL WORK OR MATERIAL WILL BE ALLOWED UNLESS SUPPORTED BY A WRITTEN A. TO THE FULLEST EXTENT PERMITTED BY LAW, THE CONTRACTOR SHALL INDEMNIFY AND HOLD��OP��, RIOS No �,9� CHANGE ORDER SIGNED BY THE CITY/OWNER AND THE CONTRACTOR STATING THEIR AGREEMENT UPON HARMLESS THE CITY/OWNER, LANDSCAPE ARCHITECT, LANDSCAPE ARCHITECTS CONSULTANTS, AND �� ALL OF THE FOLLOWING: AGENTS AND EMPLOYEES OF ANY OF THEM FROM AND AGAINST CLAIMS, DAMAGES, LOSSES AND LLJ - CHANGE IN THE WORK. EXPENSES, INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES, ARISING OUT OF. OR RESULTING FROM nature - AMOUNT OF THE ADJUSTMENT IN THE CONTRACT SUM; AND PERFORMANCE OF THE WORK, PROVIDED THAT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS SE MBER 30 9n18 c - EXTENT OF THE ADJUSTMENT IN THE CONTRACT TIME, IF ANY. ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY TO OR DESTRUCTION pir t' �L... to �, P \Q 11. CONTROL OF MATERIALS OF TANGIBLE PROPERTY (OTHER THAN WORK ITSELF) INCLUDING LOSS OF USE RESULTING �q�F ate THEREFROM, BUT ONLY TO THE EXTENT CAUSEDJN WHOLE OR IN PART BY NEGLIGENT ACTS OR 4F CNO A. MATERIALS, PARTS AND EQUIPMENT TO BE FURNISHED BY THE CONTRACTOR SHALL BE NEW, UNLESS OMISSIONS OF THE CONTRACTOR, A SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED OTHERWISE SPECIFIED IN THESE SPECIFICATIONS OR NOTED ON THE DRAWINGS. THE MATERIALS SHALL BY THEM OR ANYONE FOR WHOSE ACTS THEY MAY BE LIABLE, REGARDLESS OF WHETHER OR NOT BE MANUFACTURED, HANDLED, AND USED IN A WORKMANLIKE MANNER. SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. B. ALL MATERIALS SHALL BE SUBJECT TO RIGID INSPECTION AND IF, IN THE OPINION OF THE CITY/OWNER SUCH OBLIGATION SHALL NOT BE CONSTRUED TO NEGATE, ABRIDGE, OR REDUCE OTHER RIGHTS OR D A T E OCTOBER 5, 2017 THE SAME DO NOT COMPLY WITH THE CONTRACT DOCUMENTS, SAID MATERIALS SHALL BE REJECTED OBLIGATIONS OF INDEMNITY WHICH WOULD OTHERWISE EXIST AS TO A PARTY OR PERSON DESCRIBED S C A L E N/A AND IMMEDIATELY REMOVED FROM THE PREMISES AT THE EXPENSE OF THE CONTRACTOR. IN THIS SECTION. C. MANUFACTURERS WARRANTIES, GUARANTIES, INSTRUCTIONS SHEETS AND PARTS LISTS, WHICH ARE B. IN CLAIMS AGAINST ANY PERSON OR ENTITY INDEMNIFIED UNDER THIS SECTION BY AN EMPLOYEE OF D RAW N BY MER FURNISHED WITH CERTAIN ARTICLES OR MATERIALS INCORPORATED IN THE WORK, SHALL BE DELIVERED THE CONTRACTOR, A SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM OR TO THE CITY/OWNER PRIOR TO ACCEPTANCE OF THE WORK. ANYONE FOR WHOSE ACTS THEY MAY BE LIABLE, THE INDEMNIFICATION OBLIGATION UNDER THIS CHECKED B Y JR 12. SAMPLES AND TESTS SECTION SHALL NOT BE LIMITED BY A LIMITATION ON AMOUNT OR TYPE OF DAMAGES, COMPENSATION OR BENEFITS PAYABLE BY OR FOR THE CONTRACTOR OR A SUBCONTRACTOR UNDER WORKER'S THE CONTRACTOR SHALL FURNISH SUCH SAMPLES OF ALL MATERIALS AS REQUESTED BY THE OWNER COMPENSATION ACTS, DISABILITY BENEFIT ACTS OR OTHER EMPLOYEE BENEFIT ACTS. WITHOUT CHARGE. LABOR AND EQUIPMENT NECESSARY FOR THE FURNISHING OF SUCH SAMPLES SHALL k��.\ C. THE OBLIGATIONS OF THE CONTRACTOR UNDER THIS SECTION SHALL NOT EXTEND TO THE LIABILITY OF ,�. BE THE RESPONSIBILITY OF THE CONTRACTOR.;`' THE LANDSCAPE ARCHITECT THE LANDSCAPE ARCHITECTS CONSULTANTS AND AGENTS AND waffilm �'. \ \\\ 13_ SUBSTITUTION OR EQUIVALENTS EMPLOYEES OF ANY OF THEM ARISING OUT OF (1) THE PREPARATION OR APPROVAL OF MAPS, E._:AM A. FOR CONVENIENCE IN DESIGNATION ON THE DRAWINGS OR IN THE SPECIFICATIONS, CERTAIN ARTICLES DRAWINGS, OPINIONS, REPORTS, SURVEYS, CHANGE ORDERS, DESIGNS OR SPECIFICATIONS, OR 2 THE GIVING OF OR THE FAILURE TO GIVE DIRECTIONS OR INSTRUCTIONS BY THE LANDSCAPE \;\ ., OR MATERIALS TO BE INCORPORATED IN THE WORK MAY BE DESIGNATED UNDER A TRADE NAME OR THE \k ,.. ,,. ARCHITECT, THE LANDSCAPE ARCHITECT'S CONSULTANTS, AND AGENTS AND EMPLOYEES OF ANY OF\;;:ti NAME OF A MANUFACTURER AND CATALOGUE NUMBER. SUBJECT TO APPROVAL BY THE CITY/OWNER ORIN ARCHITECT, PROVIDED H GIVING R FAILURE I THE PRIMARY CAUSE OF THE INJURY OR d'\ ` THEM RO S UC G G O U TO GIVES H ,.,:.�:\� � ..�,�4�;,ti.�>�•�,. LANDSCAPE ARCHITECT AN ALTERNATIVE ARTICLE OR MATERIAL MAY BE UTILIZED. ®�;w;.;;;.�•.'aw�� vmmmomi:,' DAMAGE. . k k ` �����wN 10 . � ,�\ 'NES B. THE BURDEN OF PROOF AS TO THE QUALITY ANDSUITABILITY OF ALTERNATIVES SHALL BE UPON THE \ � ''k \`\` ti,:ros;\ CONTRACTOR. 21. SAFETY OF PERSONS AND PROPERTY 441mimok,`` A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING MAINTAINING AND SUPERVISING ALL \� � \ ti '� `. `\\ 14. CERTIFICATES OF COMPLIANCE � ® �� � � SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONTRACT. .. A WHEN REQUESTED, CONTRACTOR SHALL FURNISH THE CITY/OWNER WITH A CERTIFICATE OF milk ` COMPLIANCE WHICH INDICATES THAT: B. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS FOR SAFETY OF, AND SHALL PROVIDE \ (a) PLANTS WERE INSTALLED AS SPECIFIED. REASONABLE PROTECTION TO PREVENT DAMAGE INJURY OR LOSS TO: EMPLOYEES ON THE WORK 4 •�` (b) THE IRRIGATION SYSTEM WAS INSTALLED AS SPECIFIED. AND OTHER PERSONS WHO MAY BE AFFECTED THEREBY; THE WORK AND MATERIALS AND EQUIPMENT (c) AN IRRIGATION AUDIT HAS BEEN PERFORMED. TO BE INCORPORATED THEREIN,WHETHER IN STORAGE ON OR OFF THE SITE, UNDER CARE, CUSTODY RIOS O STUDIO (d) OTHER CRITERIA OF THE ORDINANCE HAS BEEN MET ALONG WITH A LIST OF ANY OBSERVED OR CONTROL OF THE CONTRACTOR OR THE CONTRACTOR'S SUBCONTRACTORS; AND OTHER DEFICIENCIES. PROPERTY AT THE SITE OR ADJACENT THERETO, SUCH AS TREES, SHRUBS, LAWNS, WALKS, LANDSCAPE ARCHITECTURE &DESIGN PAVEMENTS, ROADWAYS, STRUCTURES AND UTILITIES NOT DESIGNATED FOR REMOVAL, RELOCATION www.6osdesign.com THE FOLLOWING SHALL BE SUBMITTED WITH THE CERTIFICATE OF COMPLIANCE: OR REPLACEMENT IN THE COURSE OF CONSTRUCTION. (a) IRRIGATION SCHEDULE. C. THE CONTRACTOR SHALL GIVE NOTICES AND COMPLY WITH APPLICABLE LAWS, ORDINANCES, RULES, 3805 ORA VISTA AVENUE (b) LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. REGULATIONS AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING ON SAFETY OF PERSONS OR BAKERSFIELD, CALIFORNIA (c) LANDSCAPE IRRIGATION AUDIT SCHEDULE. PROPERTY OR THEIR PROTECTION FROM DAMAGE, INJURY OR LOSS. 93309 (d) IRRIGATION AUDIT REPORT. D. THE CONTRACTOR SHALL SO CONDUCT OPERATIONS AS TO OFFER THE LEAST POSSIBLE OBSTRUCTION P: 661.835.9259 15. SUFFICIENCY OF TIME AND INCONVENIENCE TO THE PUBLIC. THE CONTRACTOR SHALL HAVE UNDER CONSTRUCTION NO F: 661.367.5284 SHOULD THE CONTRACTOR BE OBSTRUCTED OR DELAYED IN THE PROSECUTION OR COMPLETION OF THE GREATER AMOUNT OF WORK THAN CAN BE PERFORMED PROPERLY WITH DUE REGARD TO THE RIGHTS PROJECT BY THE ACT, NEGLECT, DELAY OR DEFAULT OF THE CITY/OWNER, OR AS A RESULT OF STRIKES, OF THE PUBLIC. FIRE, FLOOD, LIGHTING, STORMS OR EARTHQUAKES, OR BY UNAVOIDABLE CALAMITY, OR OTHER 22, PROJECT SITE MAINTENANCE UNFORESEEN CAUSES THAT IN THE OPINION OF THE CITY/OWNER, ARE BEYOND THE CONTROL OF THE PROJECT &CLIENT NAME CONTRACTOR, THEN THE CITY/OWNER MAY CONSIDER AN EXTENSION OF TIME FOR THE COMPLETION OF A. THROUGHOUT ALL PHASES OF CONSTRUCTION, AND UNTIL ACCEPTANCE OF THE WORK, THE THE PROJECT. CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. TRACT 6369 16. STOPPAGE OF WORK AND ANNULMENT OF CONTRACT B. COSTS INCURRED DUE TO CLEANUP OPERATIONS SHALL BE AS INCLUDED IN THE PRICES BID FOR THE PHASE 1 & 2 - REVISED A. IF THE CONSTRUCTION OF THE PROJECT BE ABANDONED BY THE CONTRACTOR, OR IF AT ANY TIME THE VARIOUS ITEMS OF WORK AND NO SEPARATE PAYMENT WILL BE MADE THEREFOR. CITY/OWNER SHALL BE OF THE OPINION THAT THE PERFORMANCE OF THE CONTRACT IS UNNECESSARILY 23. AIR POLLUTION ECO VILLAGE OR UNREASONABLY DELAYED, OR THAT THE CONTRACTOR IS WILLFULLY VIOLATING ANY OF THE CONTRACTOR SHALL COMPLY WITH ALL AIR POLLUTION CONTROL RULES, REGULATIONS, ORDINANCES CONDITIONS OR COVENANTS OF THE CONTRACT, THE CITY/OWNER MAY NOTIFY THE CONTRACTOR NOT AND STATUTES WHICH APPLY TO ANY WORK PERFORMED PURSUANT TO THE CONTRACT AND SHALL CASA V TO RESUME OR TO DISCONTINUE, AS THE CASE MAY BE, ALL WORK OR ANY PART THEREOF NOT DISCHARGE SMOKE, DUST OR ANY OTHER AIR CONTAMINANTS INTO THE ATMOSPHERE IN SUCH CONTEMPLATED UNDER THE CONTRACT BY A WRITTEN NOTICE SERVED UPON CONTRACTOR. THE QUANTITY AS WILL VIOLATE THE REGULATIONS OF ANY LEGALLY CONSTITUTED AUTHORITY. HUGHES LANE/MCKEE ROAD CITY/OWNER SHALL CHARGE THE EXPENSE OF SUCH EQUIPMENT, LABOR'AND MATERIALS, PLUS TEN 24. NOISE CONTROL PERCENT (10%) OF THE COST THEREOF, FOR ADMINISTRATIVE EXPENSE AGAINST ANY SUMS OF MONEY - DUE OR TO BECOME DUE THE CONTRACTOR, OR AGAINST THE SURETIES TO THE EXTENT OF THEIR CONTRACTOR SHALL COMPLY WITH ALL LOCAL SOUND CONTROL AND NOISE LEVEL REGULATIONS AND LIABILITY. ORDINANCES WHICH APPLY TO ANY WORK PERFORMED PURSUANT TO THE CONTRACT, AND SHALL CARTAGENA GROUP LTD B. IN LIEU OF THE FOREGOING PROVISIONS TO SUSPEND THE CONTRACT, THE CITY/OWNER MAY PAY THE MAKE EVERY EFFORT TO CONTROL AN UNDUE NOISE RESULTING FROM THE CONSTRUCTION, CONTRACTOR FOR THE COMPLETED PORTIONS OF THE PROJECT ACCORDING TO THE PROVISIONS OF OPERATION. 1345 PIONEER AVENUE THE CONTRACT AND MAY TREAT THE PORTIONS REMAINING UNCOMPLETED AS IF SAID PORTIONS HAD 25. PESTICIDES/HERBICIDES PORTERVILLE, CA 93257 NEVER BEEN INCLUDED OR CONTEMPLATED BY THE CONTRACT. PHONE (559)359-3562 CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE DEPARTMENT OF FOOD AND 17. TEMPORARY SUSPENSION OF WORK AGRICULTURE, THE DEPARTMENT OF HEALTH, THE DEPARTMENT OF INDUSTRIAL RELATIONS AND ALL SH EET DESCRIPTION THE CITY/OWNER MAY ORDER THE CONTRACTOR TO SUSPEND THE WORK ON THE PROJECT WHOLLY OR OTHER AGENCIES WHICH GOVERN THE USE OF PESTICIDES/HERBICIDES REQUIRED IN THE IN PART FOR SUCH PERIOD OF TIME AS MAY BE DEEMED NECESSARY DUE TO UNSUITABLE WEATHER OR PERFORMANCE OF THE WORK. TO SUCH OTHER CONDITIONS AS MAY BE CONSIDERED UNFAVORABLE FOR THE SUITABLE PROSECUTION 26. DUST CONTROL q OF THE WORK. WORK SHALL BE RESUMED WHEN CONDITIONS ARE FAVORABLE OR WHEN THE METHODS GENERAL HAVE BEEN CORRECTED, AS DIRECTED AND APPROVED IN WRITING BY THE CITY/OWNER. THE CONTRACTOR SHALL ABATE DUST NUISANCE BY CLEANING, SWEEPING AND SPRINKLING WITH WATER, OR OTHER MEANS AS NECESSARY, AND SHALL SAVE THE CITY/OWNER FREE AND HARMLESS SPECIFICATIONS 18. LAWS TO BE OBSERVED FROM ANY CLAIM FOR LOSS OR DAMAGE SUSTAINED BY OTHERS AND RESULTING FROM OPERATIONS THE CONTRACTOR SHALL BE FULLY INFORMED OF ALL STATE AND NATIONAL LAWS AND MUNICIPAL ON THE PROJECT SITE. ORDINANCES OR REGULATIONS WHICH IN ANY MANNER AFFECT THOSE ENGAGED OR EMPLOYED IN THE 27. UTILITIES WORK, OR THE MATERIALS USED IN THE WORK, OR WHICH IN ANY WAY AFFECT THE CONDUCT OF THE WHEN PLACING CONCRETE AROUND OR CONTIGUOUS TO ANY UTILITY, THE CONTRACTOR SHALL WORK, AND OF ALL SUCH ORDERS AND DECREES OF BODIES OR TRIBUNALS HAVING ANY JURISDICTION ASSUME RESPONSIBILITY FOR COSTS TO FURNISH AND INSTALL A CUSHION OF EXPANSION JOINT R E V I S 1 0 N S OR AUTHORITY OVER THE SAME. MATERIAL, CLEAR OPENING OR SLEEVE, OR BY OTHER SUITABLE MEANS SHALL PREVENT EMBEDMENT 19. LABOR CONDITIONS IN OR BONDING WITH THE CONCRETE. CONTRACTOR SHALL COMPLY WITH APPLICABLE FEDERAL AND STATE PROVISIONS OF THE LABOR CODE 28. PATENTS AND ROYALTIES AND FAIR EMPLOYMENT PRACTICES. THE CONTRACTOR SHALL ABSORB IN ITS BID, THE PATENT FEES OR ROYALTIES ON ANY PATENTED ARTICLE OR PROCESS WHICH MAY BE FURNISHED OR USED IN THE WORK. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE CITY/OWNER HARMLESS FROM ANY LEGAL ACTIONS THAT MAY BE BROUGHT FROM INFRINGEMENT OF PATENTS. 29. PAYMENTS A. THE CONTRACT SUM IS STATED IN THE CONTRACT AND, INCLUDING AUTHORIZED ADJUSTMENTS, IS THE TOTAL AMOUNT PAYABLE BY THE CITY/OWNER TO THE CONTRACTOR FOR PERFORMANCE OF THE WORK UNDER THE CONTRACT DOCUMENTS. B. BEFORE THE FIRST APPLICATION FOR PAYMENT, THE CONTRACTOR SHALL SUBMIT TO THE CITY/OWNER A SCHEDULE OF VALUES ALLOCATED TO VARIOUS PORTIONS OF THE WORK, PREPARED IN SUCH FORM AND SUPPORTED BY SUCH DATA TO SUBSTANTIATE ITS ACCURACY AS THE OWNER MAY REQUIRE. THIS SCHEDULE, UNLESS OBJECTED TO BY THE CITY/OWNER SHALL BE USED AS A BASIS FOR REVIEWING SHEET N UMBER THE CONTRACTOR'S APPLICATIONS FOR PAYMENT. END OF SECTION L 1 60F 19 PR0JE-CT NUMBER 16-345 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. 1.5-6369 Ph 1 & 2 __1 IRRIGATION SYSTEM - AUTOMATIC ,. 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/OWNER 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/OWNER. 1. 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/OWNER OR LANDSCAPE ARCHITECT IN WRITING PRIOR TO INSTALLATION. IN CASE OF DISCREPANCY, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY/OWNER 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. MATERIALS LIST 1. WITHIN FIFTEEN (15) CALENDAR DAYS AFTER AWARD OF CONTRACT AND PRIOR TO INSTALLATION, THE CONTRACTOR SHALL, SUBMIT TO THE CITY/OWNER 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. PRODUCT DELIVERY, STORAGE AND HANDLING CONTRACTOR SHALL EXERCISE CARE IN HANDLING, LOADING, UNLOADING AND STORING OF IRRIGATION MATERIALS AND EQUIPMENT. ;. 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. 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. 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. 1. v v rx-r v %.► r-1 r- F_ UVR PVG PIPE, WHERE INDIGATED ON THE DRAWINGS, SHALL BE ULTF�A VIOLET RESISTANT, SGF+E,DUI=E 40 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. GATE VALVES 1. GATE VALVES SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALLGATE 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. GATE VALVES SHALL BE DESIGNED TO PERMIT DISMANTLING TO REPLACE SEALING COMPONENTS WITHOUT REMOVAL OF THE VALVE BODY FROM THE PIPELINE. 4. GATE 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. O. 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 (101) 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 (31) OF EACH WIRE CONNECTION AND CHANGE OF DIRECTION, AND AT LEAST EVERY 100 FEET OF WIRE LENGTH ON LONGER RUNS. 8. 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 (3611) 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 (101), 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/OWNER BEFORE CUTTING OR BREAKING PAVEMENT AND THEN MAKE ALL NECESSARY REPAIRS AND REPLACEMENTS TO THE SATISFACTION OF THE CITY/OWNER, AND AT NO ADDITIONAL COST TO THE CITY/OWNER. 12. ALL LINES SHALL HAVE A MINIMUM HORIZONTAL CLEARANCE OF SIX INCHES (611 ) FROM EACH OTHER AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. VN"DSCApF 13. PROVIDE THE FOLLOWING MINIMUM COVERAGE (WHERE LINES OCCUR UNDER PAVED AREAS, THESE v,. RIOS COVERAGE DEPTHS SHALL BE CONSIDERED BELOW SUBGRADE):�` PRESSURE MAINLINE 18" w NON -PRESSURE LATERAL LINES 12" `� Cgnot CONTROL WIRING 18" SEExpirp Ri' 0 t 18 s u R. ADJUSTING AND TESTING THE SYSTEM Iqpl,Dote 1. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS AND LABOR TO CONDUCT PIPELINE PRESSURE OF CN\ - TESTS, COVERAGE TESTS AND OPERATIONAL TESTS. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE CITY/OWNER PRIOR TO PLANTING OPERATIONS. TRENCHES SHALL NOT BE BACKFILLED UNTIL THE PIPELINE PRESSURE TESTS HAVE BEEN PERFORMED TO THE SATISFACTION OF THE CITY/OWNER. D A T E OCTOBER 5, 2017 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 S C A L E N/A 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) DRAWN BY MER HOURS AT 125 PSI. CENTER LOAD PVC PIPE WITH A SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING CHECKED BY JR 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 ldlll VERA E TESTS \,.. CO G \;. ,;. OPERATIONAL TESTS (PRIOR TO COMMENCING PLANTING OPERATIONS) ` \kk`..> + ,.. 4�. m \ \4`' +\ `\`\ 5. COVERAGE TEST SHALL DEMONSTRATE THAT EACH STATION AREA IS BALANCED TO PROVIDE UNIFORMNONA. \`` AND ADEQUATE COVERAGE.vm MP All` 6. OPERATIONAL TEST SHALL DEMONSTRATE THE PERFORMANCE AND OPERATION OF ALL COMPONENTS OF a MIXIN �llill lok 5 ,...+;: BALANCED, D HEADS k `� imp` *.011 THE CONTROLLER SYSTEM. REMOTE CONTROL VALVES SHALL BE PROPERLYC \..,. , � 11111,1100 ,,. ,;, ,, ., ADJUSTED FOR COVERAGE AND SYSTEM SHALL BE WORKABLE, CLEAN AND EFFICIENT.``�"1111110 ADJUSTED10 �\\• ,`\ +`•..\•ti ice, '• `1.,., ��. , k \ 4 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/OW ® ,,�:��,+ Ammul 0. S. BACKFILLING.. .+* mo m`\ \\ \v \ \.., 1. BACKFILL MATERIAL SHALL BE FREE FROM LARGE CLODS, STONES, AND OTHER OBJECTIONABLE 4tom V MATERIALS, EXCEEDING THREE INCHES (3") IN DIAMETER. 2. TRENCHES LOCATED UNDER AREAS WHERE PAVING OR CONCRETE WILL BE INSTALLED SHALL BE RIOS D STUDIO BACKFILLED WITH A SIX INCH (6") LAYER OF SAND BELOW THE PIPE AND THREE INCHES (311) ABOVE THE LANDSCAPE ARCHITECTURE & DESIGN PIPE, AND COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE EARTHWORK SECTION. . www.riosdesign.com T. MATERIALS TO BE FURNISHED CONTRACTOR SHALL FURNISH THE CITY/OWNER THE FOLLOWING MATERIALS AT THE END OF 3805 ORA VISTA AVENUE CONSTRUCTION, PRIOR TO THE -POST ---INSTALLATION MAINTENANCE PERIOD: BAKERSFIELD, CALIFORNIA TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH 93309 TYPE OF SPRINKLER AND VALVE SUPPLIED ON THE PROJECT. P: 661.835.9259 TWO (2) FIVE FOOT (51) VALVE KEYS FOR OPERATING ISOLATION VALVES. F: 661.367.5284 TWO (2) KEYS FOR EACH CONTROLLER. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVELS FOR EACH QUICK COUPLER VALVE INSTALLED. ONE O 1 SET EACH APPROVED AS -BUILT AND RECORD DRAWINGS. PROJECT &CLIENT NAME TRACT 6369 TWO (2) SETS EACH APPROVED CONTROLLER CHARTS. U. AS -BUILT AND RECORD DRAWINGS PHASE 1 & 2 - REVISED 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 ECO VILLAGE OCCUR DURING INSTALLATION. CASA VERDE 2. PRIOR TO ACCEPTANCE OF THE WORK, CONTRACTOR SHALL FURNISH THE CITY/OWNER WITH ONE (1) SET OF REPRODUCIBLE TRANSPARENCIES AS THE RECORD SET SHOWING THE AS -BUILT DATA, OF A HUGHES LANE/MCKEE ROAD QUALITY SATISFACTORY TO THE CITY/OWNER. 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: CARTAGENA GROUP LTD 1345 PIONEER AVENUE POINT OF CONNECTION TO EXISTING WATER LINES. PORTERVILLE, CA 93257 POINT OF CONNECTION TO EXISTING ELECTRICAL POWER. IRRIGATION VALVES. PHONE (559) 359-3562 ROUTING OF IRRIGATION PRESSURE LINES (DIMENSIONS, MAXIMUM 100' ALONG ROUTE). SH EET DESCRIPTION REMOTE CONTROL VALVES. ROUTING OF CONTROL VALVES. IRRIGATION QUICK COUPLING VALVES. OTHER RELATED EQUIPMENT AS REQUESTED BY THE CITY/OWNER. SPECIFICATIONS 4. CONTRACTOR SHALL SUBMIT AS-BUILT/RECORD DRAWINGS TO CITY/OWNER 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 R E V I S 1 O N S 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/OWNER AT LEAST TEN 0 0) 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. S H E E T N U M B E R L 17 OF 19 P R O J E C T N U M B E R 16-345 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. 1.5-6369 Ph 1 & 2 ODSCA RIOS �Sign6ture 4f\ SEPlEMBER 30. 2018 9p Ex RV rl e Dot OF K\� D A T E OCTOBER 5,2017 S C A L E N/A D R A W N BY MER CHECKED BY JR x ... S i' -l.XX. ISM I WRIS W q 1 m gfimft \\\x vom x a kra 'No Imm w m 10 di\m\ IN g m0l, nma mmm W M XR wp m "d ill MEEl 'K \00000000M, %in "MON111% %N\\\\\" 006i is q IBM .......... % \N\ 4010b Rl" R ma ma MP" 40" %. %6\. MEMO III\ 0 W& VOW, 00 LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 6369 ammmi a ECO VILLAGE CASA VERDE HUGHES tANE/MCKEE ROAD CARTAGENA GROUP LTD 1345 PIONEER AVENUE PORTERVILLE.. CA 93257 PHONE (559) 359-3562 S H E E T D E S C R'l P T 1 0 N A 11 S H E E T N U M B E R L18OF 19 PROJECT N UMBER 16-345 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. 1.5-6369 Ph 1 & 2 GENERAL PLANTING 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. 1 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. 'TTAERE APPLICABLE, CALIPER SHALL BE THE DIAMETER OF THE TRUNK ONE FOOT (11) ABOVE THE GROUND SURFACE. 4. OVERSIZE PLANTS MAYBE 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/OWNER 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/OWNER. C. FERTILIZERS 1. FERTILIZERS SHALL COMPLY WITHAPPLICABLE 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/OWNER 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/OWNER 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 (111) IN DIAMETER, STICKS, BRUSH, LITTER AND OTHER DELETERIOUS SUBSTANCES. TOPSOIL MAY BE OBTAINED FROM THE SITE IF APPROVED BY THE CITY/OWNER. 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/OWNER, 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/OWNER. G. SOIL PREPARATION (SHRUB AND GROUND COVER AREAS) A. GENERAL VN"DSCA t. RIO 1. FERTILIZING AND CONDITIONING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT AGRICULTURAL 1 . CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO PERFORM WORK DURING THE 0 SUITABILITY REPORT. POST -INSTALLATION MAINTENANCE PERIOD, AS SPECIFIED HEREIN, INCLUDING BUT NOT LIMITED TO; rn c_> 2. IF AN AGRICULTURAL SUITABILITY REPORT IS NOT AVAILABLE, THE FOLLOWING AMENDMENTS, OR APPROVED ADEQUATE WATERING OF PLANT MATERIAL, REPLACING UNSUITABLE PLANT MATERIAL AND CONTROLLING V ignature WEEDS, RODENTS AND OTHER PESTS. S TEMBER 30, 2018 EQUAL, SHALL BE MECHANICALLY SPREAD AND UNIFORMLY CULTIVATETHE FOLLOWING INTO THE SOIL. x 2. CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER Pr�Vl HUMATE SOIL CONDITIONER 45% HUMIC ACID IN GRANULIZED PRILLED FORM. (STABLE COMPOST) OR PLANTING IS COMPLETED, UNTIL ACCEPTANCE OF THE WORK. b6te� PASSIVE ORGAN IC OM RI LISTED- APPLY 4 TONS PER ACRE OR 150-200 LBS PER 1000 SQ. FT. NO TI LLI NG 3. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DURING POST -INSTALLATION MAINTENANCE PERIOD OF CNO REQUIRED, RAKE OR DRAG INTO TOP 3-6 INCHES. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. LIVE EARTH 8-2-4 PRODUCT- NUTRIENT PAK WITH HUMATE AND IRON- APPLY Y2TON PER ACRE OR 20 LBS 4. UNLESS STIPULATED OTHERWISE BY THE CITY/OWNER, THE POST -INSTALLATION MAINTENANCE PERIOD D A T E PER 1000 SQ. FT. NO TILLING REQUIRED, RAKE OR DRAG INTO TOP 3-6 INCHES. SHALL CONSIST OF A MINIMUM OF ONE YEAR OR (365) CONSECUTIVE CALENDAR DAYS. OCTOBER 5,2017 COMPOST MATERIAL- NITRA FIR OR A GREEN WASTE PRODUCT. APPLY 2 TONS PER ACRE. THIS PRODUCT 5. POST -INSTALLATION MAINTENANCE PERIOD MAY BE EXTENDED BY THE CITY/OWNER IF THE PROJECT IS S C A L E N/A SHOULD BE APPLIED IN CONJUNCTION WITH ABOVE PRODUCTS. IMPROPERLY MAINTAINED, APPRECIABLE REPLACEMENT IS REQUIRED, OR OTHER CORRECTIVE WORK AGRICULTURAL GYPSUM- APPLY 1 TON PER ACRE, APPLY WITH ABOVE PRODUCTS. BECOMES NECESSARY. D R A W N BY MER B. EXECUTION CHECKED BY In 3. RESULTING SOIL SHALL BE CLEAN, IN A FRIABLE CONDITION AND SUITABLE FOR PLANTING. 1 . ALL AREAS INCLUDING, BUT NOT LIMITED TO, TURF, GROUND COVER, AND CONCRETE FLATWORK, SHALL BE H. WEED ABATEMENT OPERATIONS KEPT CLEAN AND FREE OF WEEDS, LITTER AND DEBRIS. 1 . THE IRRIGATION SYSTEM AND FINISH GRADE SHALL BE COMPLETED PRIOR TO WEED ABATEMENT 2. SUBS ' URFACE DRAINS AND CATCH BASIN GRATES SHALL BE KEPT CLEAR OF LEAVES, LITTER AND DEBRIS 0 \N'l OPERATIONS. TO ENSURE UNIMPEDED PASSAGE OF WATER. DRAINLINES SHALL BE PERIODICALLY FLUSHED WITH CLEAR 'goo \g gk" lal WATER TO AVOID BUILD-UP OF SILT AND DEBRIS. IS 2. CONTRACTOR SHALL OPERATE THE IRRIGATION SYSTEM TO KEEP PLANTING AREAS UNIFORMLY MOIST FOR 1-410 N Ir -1-\ N, d A PERIOD OF THREE (3) WEEKS (21 CONSECUTIVE CALENDAR DAYS). AT THE END OF THE THREE (3) WEEK 3. BEFORE WEEDS EXCEED TWO INCHES (211) IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF 01 PERIOD, CONTRACTOR SHALL SPRAY ALL VISIBLE WEEDS WITH A CONTACT HERBICIDE. APPLICATION OFF-SITE. SERIOUS WEEDS SHALL BE SPOT SPRAYED AND LEFT IN PLACE FOR SEVEN (7) CALENDAR DAYS. m METHOD SHALL BE AS RECOMMENDED BY MANUFACTURER. AFTER SPRAYING, PLANTING AREAS SHALL AREAS SPRAYED SHALLIREMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. DEAD WEEDS R, REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. REMOVE WEEDS FROM SITE. SHALL BE REMOVED SEVEN (7) CALENDAR DAYS AFTER APPLICATION AND DISPOSED OF OFF-SITE. g,�,,-g gg i"M AND APPLY 4. IF THE CITY/OWNER NOTIFIES THE CONTRACTOR OF FAILURE TO CONTROL WEEDS AS SPECIFIED HEREIN 3. WATER SEVEN (7) ADDITIONAL CONSECUTIVE CALENDAR DAYS FROM THE FIRST APPLICATION) Epsom NO i*�W`:,' 'W so I A CONTACT HERBICIDE AS MAY BE NECESSARY. AFTER SECOND SPRAYING, WATER SHALL NOT BE APPLIED THE CONTRACTOR SHALL KILL ALL WEEDS WITHIN TEN (10) CALENDAR DAYS OF SUCH NOTIFICATION. THE Will.- imm FOR AN ADDITIONAL FORTY-EIGHT (48) HOUR PERIOD. APPLICATIONS SHALL CONTINUE AT SEVEN (7) DAY POST -INSTALLATION MAINTENANCE PERIOD WILL BE EXTENDED FOR EVERY DAY AFTER THE TEN (10) 'xNM lin'm K.- � . . . . . . INTERVALS AS DETERMINED BY THE CITY/OWNER. CALENDAR DAYS UNTIL SUCH WEEDS HAVE BEEN KILLED. EN D imlookk z ok :A'. 4. CONTRACTOR SHALL APPLY SPRAY CHEMICALS WHEN AIR CURRENTS ARE STILL; PREVENTING DRIFTING 5. CONTRACTOR SHALL TAKE APPROPRIATE STEPS TO ELIMINATE RODENTS. lim , max-, ONTO ADJOINING PROPERTY AND PREVENTING ANY TOXIC EXPOSURE TO PERSONS WHETHER OR NOT C. IRRIGATION SYSTEM THEY ARE IN OR NEAR THE PROJECT. 1. CONTRACTOR SHALL OPERATE THE IRRIGATION SYSTEM AUTOMATICALLY AND SHALL PROPERLY AND 5. WEEDS AND DEBR I IS, SHALL BE DISPOSED OF OFF-SITE. COMPLETELY MAINTAIN ALL PARTS OF THE IRRIGATION SYSTEM. 1. BACKFILL 2. CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN SUFFICIENT QUANTITIES AND ADJUST WATER RIOS DESIGN STUDIO 1 . BACKFILL SHALL BE AS SPECIFIED IN THE PROJECT AGRICULTURAL SUITABILITY REPORT; MACHINE -MIXED APPLICATION TO COMPENSATE FOR SEASONAL CONDITIONS. LANDSCAPE ARCHITECTURE & DESIGN AND APPROVED BY THE CITY/OWNER PRIOR TO INCORPORATION IN PLANTING PITS. vvww.dosdesign.com 3. COSTS INCURRED DUE TO REPAIR OR REPLACEMENT OF EQUIPMENT SHALL BE THE RESPONSIBILITY OF 2. IF A AGRICULTURAL SUITABILITY REPORT IS NOT AVAILABLE, THE FOLLOWING AMENDMENTS OR APPROVED THE CONTRACTOR. REPLACEMENT PARTS SHALL BE IDENTICAL TO THE MATERIAL AND AS INDICATED ON EQUAL, SHALL BE INCORPORATED: THE DRAWINGS AND SPECIFIED HEREIN. 3805 ORA VISTA AVENUE LIVE EARTH HUMATE SOIL CONDITIONER PRODUCT @ 1 CUP PER GALLON PLANT MIXED WITH BAKERSFIELD, CALIFORNIA NATIVE BACKFILL D. SHRUB/GROUNDCOVER AREAS 93309 J. INSTALLATION IF AN AGRICULTURAL SUITABILITY SOILS REPORT IS NOT AVAILABLE, GROUND COVER AREAS SHALL BE P: 661.835.9259 1 . STAKE PLANT LOCATIONS AND SECURE APPROVAL FROM THE CITY/OWNER BEFORE EXCAVATING PITS. FERTILIZED WITH LIVE EARTH 8-2-4 PRODUCT OR APPROVED EQUAL EVERY FORTY-FIVE (45) CALENDAR F: 661-367. 5284 EXCAVATED PITS SHALL BE AS INDICATED IN THE DETAILS ON THE DRAWINGS. DUST SIDES OF PITS WITH DAYS, AT A RATE RECOMMENDED BY THE MANUFACTURER. GYPSUM BEFORE BACKFILLING. E. TREES 2. CONTAINERS SHALL BE OPENED AND REMOVED SUCH THAT THE ROOTBALL IS NOT INJURED. 1 . IF REQUIRED, OR AT THE DIRECTION OF THE CITY/OWNER, TREES PLANTED AS PART OF THE CONTRACT 3. WATER ALL PLANTING AREAS THOROUGHLY AFTER INSTALLATION OF PLANT MATERIALS. ADDITIONAL SHALL BE PRUNED OR HEADED BACK, TO ELIMINATE DISEASED OR DAMAGED GROWTH, REDUCE TOPPLING PROJECT & CLIENT NAME BACKFILL SHALL BE ADDED TO FILL VOIDS CAUSED BY WATER SETTLEMENT. OR WIND DAMAGE, MAINTAIN GROWTH WITHIN SPACE LIMITATIONS, MAINTAIN NATURAL APPEARANCE, DUE TRACT 6369 K. TREE STAKING TO VANDALISM, AND TO BALANCE THE CROWN WITH THE ROOT STRUCTURE. PHASE 1 & 2 - REVISED TREES SHALL BE STAKED AT TIME OF PLANTING AS INDICATED IN THE DETAILS ON THE DRAWINGS. 2. STAKING OF TREES SHALL BE CHECKED FREQUENTLY FOR DAMAGE, AND TO PREVENT CHAFFING OR L. GUARANTEE GIRDLING. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DUE TO IMPROPER STAKING MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ECO VILLAGE 1 . CONTRACTOR SHALL GUARANTEE PLANT MATERIAL THROUGH ONE (1) FULL YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK. 3. AT THE REQUEST OF THE CITY/OWNER, WOUNDS OVER ONE AND ONE-HALF INCH (1 1/211) IN DIAMETER MAY CASA VERDE BE SEALED WITH AN APPROVED TREE SEAL. 2. REPLACEMENT PLANT MATERIAL SHALL BE OF THE SAME SPECIES, VARIETY, & SIZE AS ORIGINALLY 4. DEAD OR DYING TREES SHALL BE IMMEDIATELY REPLACED AT THE CONTRACTOR'S EXPENSE WITH HUGHES LANE/MCKEE ROAD PLANTED AND SHALL BE GUARANTEED FOR ONE (1) FULL YEAR FROM THE DATE OF RE -PLANTING. MATERIAL OF THE SAME SPECIES AND SIZE AND GUARANTEED AS DESCRIBED IN THESE SPECIFICATIONS. 3. COST INCURRED DUE TO REPLACEMENT OF DEAD OR DYING PLANT MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 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 CARTAGENA GROUP LTD END OF SECTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 1345 PIONEER AVENUE F. INSPECTION PORTERVILLE, CA 93257 UPON COMPLETION OF THE POST -INSTALLATION MAINTENANCE PERIOD, CONTRACTOR SHALL REQUEST PHONE (559) 359-3562 AN INSPECTION FOR ACCEPTANCE OF THE WORK PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE REQUEST SHALL BE MADE TO THE CITY/OWNER, A MINIMUM OF SEVEN (7) CALENDAR SHEET DESCRIPTIO N DAYS PRIOR TO THE DATE FOR INSPECTION. END OF SECTION PLA.NTING SPECIFICATIONS 1.5-6369 Ph 1 & 2 I R E V I S 1 0 N S S H E E T N U M B E R L19 OF 19 P R 0 J E C T N U M B E R 16-345 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. I