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1.5-6865 Ph 1
TRACT 6865 L I A JOLLA BAKERSFIELD., CALIFORNIA ORIOLE HOMES, INC. ��7�7���C� ► u _ r ANON PHASE L.STATES, 0 D D 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. 1. SOIL ANALYSIS WAS PREPARED BY MIDWEST LABORATORIES DATE RECEIVED JUNE 2, 2016. 2. SOIL PREPARATION AND AMENDMENT RECOMMENDATIONS PREPARED BY LIVE EARTH PRODUCTS. DATE RECEIVED JUNE 6, 2016. TOTAL SQUARE FEET STREETSCAPE: TOTAL SQUARE FEET MEDIAN: BACK OF CURB TO BACK OF WALL=22,396 SQ.FT. LANDSCAPE AREA =1335 SQ.FT. BACK OF SIDEWALK TO BACK OF WALL= 11,793 SQ.FT. BACK OF CURB TO CURB= 1831 SQ.FT. TOTAL SQUARE FEET SUMP: BACK OF SIDEWALK TO BACK OF FENCE= 1935 SQ.FT. G01 G AG Clf -NAME OF GOVERNING AGENCY CITY OF BAKERSFIELD RECREATION & PARKS DEPT. 1600 TRUXTUN AVE BAKERSFIELD, CA 93301 (661) 326-... CONTACT: FIDEL GONZALEZ 0 SHEET# EAST PACHECO ROAD SCALE FAIRVIEW DRAWN BY L3 - � Y W L6 z 0� w W w Z) E L10 LY_ I— z W ry W cn 99 I— cn "� W 0 W w 00 z c E � CL c F- z a E :2 a cn 0- cn Z) PRO ECT LOC TION � U) PANAMA LANE U !/ TRACT 6865-1 ANON PHASE L.STATES, 0 D D 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. 1. SOIL ANALYSIS WAS PREPARED BY MIDWEST LABORATORIES DATE RECEIVED JUNE 2, 2016. 2. SOIL PREPARATION AND AMENDMENT RECOMMENDATIONS PREPARED BY LIVE EARTH PRODUCTS. DATE RECEIVED JUNE 6, 2016. TOTAL SQUARE FEET STREETSCAPE: TOTAL SQUARE FEET MEDIAN: BACK OF CURB TO BACK OF WALL=22,396 SQ.FT. LANDSCAPE AREA =1335 SQ.FT. BACK OF SIDEWALK TO BACK OF WALL= 11,793 SQ.FT. BACK OF CURB TO CURB= 1831 SQ.FT. TOTAL SQUARE FEET SUMP: BACK OF SIDEWALK TO BACK OF FENCE= 1935 SQ.FT. G01 G AG Clf -NAME OF GOVERNING AGENCY CITY OF BAKERSFIELD RECREATION & PARKS DEPT. 1600 TRUXTUN AVE BAKERSFIELD, CA 93301 (661) 326-... CONTACT: FIDEL GONZALEZ 0 SHEET# EAST PACHECO ROAD SCALE w DRAWN BY L3 - � Y W L6 z 0� w L8 w < 0� L10 IL �_ L12 Q W cn O z -L18 0� 0 0 EAST FAIRVIEW ROAD � Z) = z Z) O O � U) O U !/ TRACT 6865-1 EAST PANAMA LANE ANON PHASE L.STATES, 0 D D 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. 1. SOIL ANALYSIS WAS PREPARED BY MIDWEST LABORATORIES DATE RECEIVED JUNE 2, 2016. 2. SOIL PREPARATION AND AMENDMENT RECOMMENDATIONS PREPARED BY LIVE EARTH PRODUCTS. DATE RECEIVED JUNE 6, 2016. TOTAL SQUARE FEET STREETSCAPE: TOTAL SQUARE FEET MEDIAN: BACK OF CURB TO BACK OF WALL=22,396 SQ.FT. LANDSCAPE AREA =1335 SQ.FT. BACK OF SIDEWALK TO BACK OF WALL= 11,793 SQ.FT. BACK OF CURB TO CURB= 1831 SQ.FT. TOTAL SQUARE FEET SUMP: BACK OF SIDEWALK TO BACK OF FENCE= 1935 SQ.FT. G01 G AG Clf -NAME OF GOVERNING AGENCY CITY OF BAKERSFIELD RECREATION & PARKS DEPT. 1600 TRUXTUN AVE BAKERSFIELD, CA 93301 (661) 326-... CONTACT: FIDEL GONZALEZ 0 SHEET# L1 SCALE L2 DRAWN BY L3 - L4 L5 - L6 L7 L8 L9 L10 - L11 L12 - L13 L14 L15 -L18 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 DETAILS, NOTES AND SIGN WALL ELEVATION SPECIFICATIONS PAD ELEV PER GRADING PLAN BEE PLANS :T A Rl ` Z� �7 2% 1'-5" SPARKS PLANTER AREA 5'40" 9"-0' PANAMA PLANTER ARE SIDEWALK YARIES 9'-5" MAX. PANAM VARIES l.5' MAX PAN. VARIES 2'-5" MAX. SPARKS I VARIES 10' MAX SPARKS TOTAL AREA 16'-0" PANAMA TOTAL AREA 12'-5" SPARKS STREETSCAPE ELEVATION/ SECTION 1 N.T.S. t RIOS,tG fF' . . LA3260, EXPIRES • i REVIEWED BY: � ��� S l 31 /! ("'-p TRAFFIC ENGINEER DATE 1.5-6865 Ph 1 I AK 0 D A T E AUGUST 26, 2016 SCALE NTS DRAWN BY MER CHECKED BY JR `ti0 \ U. o IME RE ". ` \.sommi,, ~`� IM 4. 111 X % Sm. Igo; \\.`... \1\4 ` \`\\� \ \`NO 0 om \.\.\ ::.. \\ 44111 \lomPok ,_>�m11\120 ,,` •s lo ,' \*,� % I%00100 `,\\ • .\\ 1101111. 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 LA JOLLA ESTATES TRACT 6865- PHASE 1 ORIOLE HOMES, INC. 5301 OFFICE PARK DRIVE, STE. 115 BAKERSFIELD, CA 93309 PHONE (661) 327-0912 SHEET DESCRIPTION COVER SHEEP R E V I S I O N S REVISIONS PER COB 3-23-16 REVISIONS PER COB B-26-16 SHEET NUMBER Ll OF 19 P R O J E C T N U M B E R 16-3.13 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. v NDS CA p BIOS No 4, clo W C-> cl-_ ---q 'V[ 4ignldture it SEP BER 30. 2016/,A. Ex ' * I IDIVte IV a e 0 D A T E AUGUST 26, 2016 SCALE X11-201 D RAW N BY MER CHECKED BY JR '\gl 11"N 1. 011 'EMM, k ma 1411111 wim 01 0\0F.Ralb, Wallok 01.0 E 0 ad" INN V* now b 055 1 X00, IN. 0 11110100 \ \`.m sk am mo m mom ol \ ON "mpmmsm�' INWOOD, VA 1\0110m 40MOV, ; mlka'. ME g 'M�� m US '\Num, 1&\ LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME LA JOLLA ESTATEJ� TRACT 6865- PHASE 1 1 ORIOLE HOMES., INC. 5301 OFFICE PARK DRIVE STE. 115 BAKERSFIELD, CA 93309 PHONE (661) 327-0912 S H E E T D E S C R I P T 1 0 N TREE PLANTING PLAN L 1.5-6865 Ph 1 R E V I S 1 0 N S REVISIONS PER COB 8-23-16 REVISIONS PER COB 8-26-16 SHEET NUMBER Ll 0 OF 19 P R 0 J E C T N U M B E R 16-313 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. wj MATCHLINE., SEE BELOW El 1 2 .... ...... ... ...... . ..... ...... . ...... ..... ...... . ..... . ...... ..... . ..... ...... ....... ...... .. ..,.... .............. ....... .•...m .....a.. ,::.... ... vv. ,..,... ..... .,.,.-. .a.... ...... ....w.. ....... .asw» .. vv... .aa.... sa,• ....... vsa. ....... ...,... ....,., m.... .. ... ..,.... ..vvv. m..+, ...,,., ....... v..... n..... UJI v v ...... 4 t } ON 1 ARB UNE 1 ARB UNE m 24" BOX R ARB UNE ...... ...... ...a ...s. 24" !•.C..OX.:a::., s.. .»::.. saa s.aa s.aa s. a»».. sa... a.aaaa .:.:::. .::.:., sasa ,..... aaaaaa ,.....a:.:.. ...:, ..,,.w. 11 B OX 24....».... ...... .......... ........ .: Lu . . . . . . . . . . . . . . . . . . ................ .r.. ......................... ....».......w.w...n ....... ...ww n.w ......... ... ...w................www....................... .... ».......... n.. n.....w...... ... n...w......w.w.». .......w...............m ..... ..... n.r ......... ..www...w . .. ... "4 ».. ...... •..,rw...........:a......... ,..aa... .vasa.. .,,...., ...... +.»...,.,-x.aaa...• ..., 400) ..... . ..... ........... ..................... . .... »» »w......... .......... ....... r ........ ..................... ..... ........ . _s....sas.a.aaa.:. .,......... .................a.... ...... o W W............................. .... ». .,-, «. ss...:»v...... .....,.w...... .a............:a.... ......:.......... .v...a»,........ ....a:........ .. 2 CHI PD 2 CHI PD W , 24" BOX24 BOX 1 CHI PD Z _ ® ..........a..,,... ; ......... ..:......�..1,-a.., ...a........., ...aa �•�4" � ox Yl ., ...... .:a.... , .. ...,:..... < .a......... ............. ....a....aa .a ... .....aa. . ...............w....w.... »».. SPARKS STREET 1 .........................r..........w..w..............r..a..rw ....w....w..w.»»»»..,....rw..w...........w..rw..rw.....w.......r ..,,..,.......................................rr....r.................w.. ....w.rrrr..w....»...,..,.wr.....w...................w.ww.ww........ 1 PLANTING PLAN NOTES CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL PLANT MATERIAL AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, STRUCTURAL IMPROVEMENTS AND HARDSCAPE SHALL BE INSTALLED PRIOR TO PLANTING OPERATIONS. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS. PLANT LIST ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND QUANTITIES BY PLAN CHECK. SAMPLES OF FERTILIZERS, ORGANIC AMENDMENT, SOIL CONDITIONERS, AND SEED SHALL BE SUBMITTED PRIOR TO INCORPORATION. CONTRACTOR SHALL FURNISH TO THE CITY/OWNER'S AUTHORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCH FURNISHED MATERIALS. LOCATIONS OF PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE CITY/OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. AMENDMENTS, AS INDICATED IN THE SOILS REPORT SHOWN ON THE DRAWINGS, ARE BASED ON AGRICULTURAL SUITABILITY SOILS TESTS PERFORMED PRIOR TO GRADING AND WERE PRESENTED FOR BIDDING PURPOSES. IF NO SOILS REPORT EXISTS, CONTRACTOR SHALL PROPOSE ON AMENDMENTS AS STATED IN THE SPECIFICATIONS. CLIENT OR CONTRACTOR SHALL OBTAIN AGRICULTURAL SOILS TESTING AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION. TREES SHALL BE PLANTED NO CLOSER THAN TEN FEET (10') FROM UTILITIES. TREES PLANTED WITHIN FIVE FEET (51) OF HARDSCAPE OR STRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER AS APPROVED BY THE CITY/OWNER'S AUTHORIZED REPRESENTATIVE. IF, DURING PLANTING OPERATIONS THERE SEEMS TO BE MINIMAL OR NO PERCOLATION IN PLANTING PITS, CONTRACTOR SHALL CEASE PLANTING OPERATIONS AND IMMEDIATELY NOTIFY THE CITY/OWNER'S AUTHORIZED REPRESENTATIVE TO DISCUSS ALTERNATIVE TO MAINTAINING POSITIVE ROOTBALL DRAINAGE MEASURES. CONTRACTOR TO APPLY A 2" LAYER OF MULCH, AS APPLICABLE, IN ALL SHRUB AND GROUNDCOVER AREAS. CONTRACTOR TO SUBMIT SAMPLES FOR APPROVAL PRIOR TO INSTALLATION. "A - ©07M9 1 -9 CONSTRUCTION LEGEND O CONCRETE CURB. COLOR: NATURAL GRAY REFER TO DETAIL C, SHEET 1-14. O SUMP FENCING AS PER COB DETAILS REFER TO DETAIL E, F, G SHEET L14. (D MEDIAN AS PER COB DETAILS REFER TO DETAIL A SHEET L9. ........: NOTES REFER TO SHEETS L12 & L13 FOR SHRUB PLANTING PLANS. REFER TO SHEET L14 FOR PLANTING DETAILS. ,) Q N li LIMIT OF WORK i \� `•'• ..aa ...aa....a. ; \i .4« a.w. . , ,'.. :Stitif.:•:: aa..w.,.,.., ... \ " tv. 4 ARB UNE 24" BOX vODSCAPF RIOS W 1 Si nature .K SEPT ER 0 2016 J' ''� e Q Iq�F Dot OF Cpl\ D A T E AUGUST 26, 2016 SCALE 111-20' DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT &CLIENT NAME ccO UL LA JOLLA ESTATES � . g TRACT 6865— PHASE 1 VCV \/Aim 20 21 22 23 24 25 26 27 28 29 30 31 32 45 44 43 42 41 40 39 38 37 36 35 34 33 48 49 50 51 52 53 54 55 56 57 58 59 60 73 72 71 70 "68 66 65 64 63 62 61 ►11�IT�7�P� 1.5-6865 Ph 1 ORIOLE HOMES, INC. 5301 OFFICE PARK DRIVE, STE. 115 BAKERSFIELD, CA 93309 PHONE (661) 327-0912 S H E E T D E S C R I P T I O N R E V I S I O N S REVISIONS PER COB 8-23-16 REVISIONS PER COB 8-26-16 SHEET NUMBER OF 19 PROJECT NUMBER 16-313 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. \,ODSCAP r BIOS ca rn �jskjwo t ure SEn h, TEWER 0. 2016 E e I Date OF CNO DIA T E AUGUST 26, 2016 SCALE 1=20' DRAWN BY MER CHECKED BY JR IM 111001 M ollw ow \0 00 4wm ffla EILIL' & SM, i.. \LL W 'Whow NIP ffi& ma'NEN v, p \g\g a 1% Mol ti ME N EX ol"EmIllum N& L x wom of Ift \111\0 @ N L %--l' oll" oplemommi, "M killoblall: L ow, A k IMF %V IN ml%\ A "modime'\'�'. -limul mkov, P 1 10 12 NQ mW I Nh mmE mmw11100\0 1011 ARE Imm a LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME LA JOLLA ESTATES, TRACT 6865- PHASE 1 ORIOLE HOMES, INC. 5301 OFFICE PARK DRIVE STE. 115 BAKERSFIELD, CA 93309 PHONE (661) 327-0912 1.5-6865 Ph 1 S H E E T D E S C R I P T 1 0 N I R E V I S 1 0 N S REVISIONS PER COB 8-23-16 REVISIONS PER COB 8-26-16 S H E ET NU M B E R L120F 19 P R 0 J E C T N U M B E R 16-313 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. NIT OF W•' No 0 No Lu. W CL/ f� cn W r ".\ ..» ,.., 1......1.11. .,.....».. ...... ».,. 11.1.1,,.. ....».,...\,\. \ 28 PIT WHE 5 GAL 3 9 �W m�m0�►ommmm�ommm,0m.� , 1.......1...1..1, .... \. .....1111„»,,, ... .1.111.,....,,... \ 1.111 ....,..,...,,.,, \ ..»„1111,,,,.... .11,11 1111,, ...... .., .4. \,•. .. ............: v 49v-2 . ..,..,..,..,. 11.......11.... ».......,... . .... 1. .::11:... (.............:1,,::.. ,,,..... 11,11,...... .. 7 HEM OR 11 ARC MC 1 GAL 1 GAL 10 PIT WHE 5 GAL 5 GAL �z��o�@��2�i�rml��A��+4A!�aeees., EAST PANAMA LANE ;, .. 11,11 11.11... ............. 11....11.. ........... » »... MATCHLINE., SEE SHEET L113 •\. �EEEE�,.EE.�E�EE��E� W 61 `v \ .\ �+ O \ ' \ :\: 2 5 ARC MC , Q ®�10 w 6 AGA SC 1 GAL w® a 1 GAL W 4 WES WGA 5GAL W )� 8,. '\ -,',HEM ORG \I 1 GAL I� = rD SIGN WALL \' 4 WES WG L14 TYP. \ 4 PIT WHE 5 GAL ................... ...1111 _.,.. .., .1..111 ..1.1...,.11....»...».., ...,., ..,.» .»., :�_ , 1— 20 CIS PUR 5GAL... »... , 2 WES WG Q ® 5 GAL5GAL 8 AGA SCO ......................... 1 GAL ........ ............ ............. .. ... .., ... ... .... ,» „ ,» .,1111».... ....... ....,. ..... . ,........, ............ 11.11 11.11„ 1111., ,,. » 1111 ,.1111 ® ....... ..... ..,... ,.. , 111...1 , .1111. „». 11,11, . - - ...», \ \: .n»',w.. ...........v,. ... n\ ::::::.........: 11.1.1. :::::...::::.. ...:::... ...:::... ::....... ..:::.. ::.. ......::.....:::... ....... ....::..., ., .::::. .....:: ....... :.............................................................. „ », » ,:.. ;:: \ .. ,.,.,.......9.. ..ARC-M:G.. » » .. » 27.. AL1»LJ .., „» », 11..11..., 11..,..11 111..1....... 1. G►L 3 PIT WHE 5 GALPIT WHE 5GAL...... ....., . , ..» » .. ....» » »,7. 5 GAL .,11,,.,»... ...1.1.1 ........... ..., 11.11.,,» ..... .......... ..... ..11.,.. „1111».,». ...........,. 11,11:».... ............. ...... .1111.» .... »,. 1111 11»»,) ............ ............. EAST PANAMA LANE ........... 8 I RHA BAL 5 GAL ~ W w cn 3 STREETSCAPE CALCULATIONS TREE QUANTITY CALCULATIONS PANAMA LANE 704' LF. /35'= 20 STREET TREES; 10 EVERGREEN TREES SPARKS STREET 591' LF. /35'= 17 STREET TREES; 9 EVERGREENS TREES 8 AGA SC 1 GAL + + + + + + 10 ARC MC 1 GAL 25 CAL LJ 5 GAL CONSTRUCTION LEGEND NOTES O CONCRETE CURB. REFER TO SHEETS L10 & L11 COLOR: NATURAL GRAY FOR TREE PLANTING PLANS. REFER TO DETAIL C, SHEET L14. REFER TO SHEET L14 FOR PLANTING DETAILS. O SUMP FENCING AS PER COB DETAILS REFER TO DETAIL E, F, G SHEET L14. 03 MEDIAN AS PER COB DETAILS REFER TO DETAIL A SHEET L9. 21 3 CAL LJ 24 5 GAL 8 HEM ORG x 1 GAL ; X1.7 ,.,WES WG SIGN WALL /L14 NP. ............ ............. 11.11»,.,, .,....... ............. 1111. ,»........ 1111,. ..,, .», .» ......1111 ,1111. 19 WES WG . . . . . . . . . No \ ,..........,.... ... ...........»1111,»»,.,» .... ............»..... 11........1...1 5 GAL �W m�m0�►ommmm�ommm,0m.� , 1.......1...1..1, .... \. .....1111„»,,, ... .1.111.,....,,... \ 1.111 ....,..,...,,.,, \ ..»„1111,,,,.... .11,11 1111,, ...... .., .4. \,•. .. ............: v 49v-2 . ..,..,..,..,. 11.......11.... ».......,... . .... 1. .::11:... (.............:1,,::.. ,,,..... 11,11,...... .. 7 HEM OR 11 ARC MC 1 GAL 1 GAL 10 PIT WHE 5 GAL 5 GAL �z��o�@��2�i�rml��A��+4A!�aeees., EAST PANAMA LANE ;, .. 11,11 11.11... ............. 11....11.. ........... » »... MATCHLINE., SEE SHEET L113 •\. �EEEE�,.EE.�E�EE��E� W 61 `v \ .\ �+ O \ ' \ :\: 2 5 ARC MC , Q ®�10 w 6 AGA SC 1 GAL w® a 1 GAL W 4 WES WGA 5GAL W )� 8,. '\ -,',HEM ORG \I 1 GAL I� = rD SIGN WALL \' 4 WES WG L14 TYP. \ 4 PIT WHE 5 GAL ................... ...1111 _.,.. .., .1..111 ..1.1...,.11....»...».., ...,., ..,.» .»., :�_ , 1— 20 CIS PUR 5GAL... »... , 2 WES WG Q ® 5 GAL5GAL 8 AGA SCO ......................... 1 GAL ........ ............ ............. .. ... .., ... ... .... ,» „ ,» .,1111».... ....... ....,. ..... . ,........, ............ 11.11 11.11„ 1111., ,,. » 1111 ,.1111 ® ....... ..... ..,... ,.. , 111...1 , .1111. „». 11,11, . - - ...», \ \: .n»',w.. ...........v,. ... n\ ::::::.........: 11.1.1. :::::...::::.. ...:::... ...:::... ::....... ..:::.. ::.. ......::.....:::... ....... ....::..., ., .::::. .....:: ....... :.............................................................. „ », » ,:.. ;:: \ .. ,.,.,.......9.. ..ARC-M:G.. » » .. » 27.. AL1»LJ .., „» », 11..11..., 11..,..11 111..1....... 1. G►L 3 PIT WHE 5 GALPIT WHE 5GAL...... ....., . , ..» » .. ....» » »,7. 5 GAL .,11,,.,»... ...1.1.1 ........... ..., 11.11.,,» ..... .......... ..... ..11.,.. „1111».,». ...........,. 11,11:».... ............. ...... .1111.» .... »,. 1111 11»»,) ............ ............. EAST PANAMA LANE ........... 8 I RHA BAL 5 GAL ~ W w cn 3 STREETSCAPE CALCULATIONS TREE QUANTITY CALCULATIONS PANAMA LANE 704' LF. /35'= 20 STREET TREES; 10 EVERGREEN TREES SPARKS STREET 591' LF. /35'= 17 STREET TREES; 9 EVERGREENS TREES 8 AGA SC 1 GAL + + + + + + 10 ARC MC 1 GAL 25 CAL LJ 5 GAL CONSTRUCTION LEGEND NOTES O CONCRETE CURB. REFER TO SHEETS L10 & L11 COLOR: NATURAL GRAY FOR TREE PLANTING PLANS. REFER TO DETAIL C, SHEET L14. REFER TO SHEET L14 FOR PLANTING DETAILS. O SUMP FENCING AS PER COB DETAILS REFER TO DETAIL E, F, G SHEET L14. 03 MEDIAN AS PER COB DETAILS REFER TO DETAIL A SHEET L9. ....11.11......., • . 1 » .., U 1111., ,1111,»., 11.».111. ............ 11.....11». ,» » , ... :11..11»».. 11,.11.., »....... » 11..11 ..... ............. 11..11,. »., 11,.11». .......... ........... 1— » ,. ..... »... ......... ............ , 21 22 STD 24 1 ABBREV. BOTANICAL NAME x 1 X1.7 ,.,WES WG , 5 AL ,. h 1 ............ ............. 11.11»,.,, .,....... ............. 1111. ,»........ 1111,. ..,, .», .» ......1111 ,1111. .....1111................ .. .. . .».»».....»»..».,.. 1....1.11......» ....»,............................, .. . . . . . . . . . . . . . . . . No \ ,..........,.... ... ...........»1111,»»,.,» .... ............»..... 11........1...1 J » .,., . , ,,,.,.,......... ............ ..........:�:Iu.1.111 25 PIT WHE m ,W 5GAL E 1V) CHI PD ,W 1.11..1 ., .. Z ....11.11......., • . 1 » .., U 1111., ,1111,»., 11.».111. ............ 11.....11». ,» » , ... :11..11»».. 11,.11.., »....... » 11..11 ..... ............. 11..11,. »., 11,.11». .......... ........... 1— » ,. ..... »... ......... ............ , PLANTING LEGEND TREES 21 22 STD 24 1 ABBREV. BOTANICAL NAME E PLANTING LEGEND TREES 21 22 STD 24 NOTE: ALL TREES TO BE INSTALLED WITH ROOT GUARD, INSTALLED IN LINEAR FASHION. ABBREV. BOTANICAL NAME COMMON NAME SIZE QTY WULCOS ARB UNE ARBUTUS UNEDO STRAWBERRY TREE 24” BOX 19 L 40 'MARINA' 38 37 35 35 CHI PD X CHITALPA TASHKENTENSIS CHITALPA 24" BOX 18 L 'STORM CLOUD' 'PINK DAWN' ARC MC ARCTOSTAPHYLOS HOOKERI LAG IND LAGERSTOEMIA INDICA WHITE CRAPE MYRTLE 24" BOX 2 L 'NATCHEZ' RHA BAL MULTI TRUNK INDIAN HAWTHORNE 5 GAL QUE ILE QUERCUS ILEX HOLLY OAK 24" BOX 2 L MEDIAN CALCULATIONS TREE QUANTITY CALCULATIONS PANAMA LANE 123' LF. /35'= 4 STREET TREES 4 TREES DESIGNED 2 TREES EVERGREEN M L L L 20 21 22 STD 24 NOTE: ALL TREES TO BE INSTALLED WITH ROOT GUARD, INSTALLED IN LINEAR FASHION. 26 27 LINEAR PANELS TO BE 24" DEEP. 20' LONG PANEL TO BE INSTALLED CENTERED AT 30 EACH TREE TRUNK. INSTALL ALONG BACK OF WALK AND ALONG THE PERIMETER 45 44 WALL SIDE OF THE TREE. INSTALL PER DETAIL B, SHEET L14. 41 40 SHRUBS 38 37 35 35 AGA SC AGAPANTHUS HYBRID LILY OF THE NILE 1 GAL 35 'STORM CLOUD' ARC MC ARCTOSTAPHYLOS HOOKERI MANZANITA 1 GAL 50 'MONTERY CARPET' RHA BAL RHAIOLEPIS INDICA INDIAN HAWTHORNE 5 GAL 25 'BALLERINA' CAL LJ CALLISTEMON VIMINALIS DWARF BOTTLEBRUSH 5 GAL 102 'LITTLE JOHN" CIS PUR CISTUS X PURPUREUS ROCKROSE 5 GAL 76 HEM ORG HEMEROCALLIS HYBRID DAYLILY 1 GAL 51 'ORANGE KING' LEU RC LEUCOPHYLLUM HYBRID TEXAS RANGER 5 GAL 56 'RAIN CLOUD' PIT WHE PITTOSPORUM TOBIRA WHEELER'S DWARF 5 GAL 110 'WHEELERI' WES EG WE T S RI NG IA COAST ROSEMARY 5GAL 75 'WYNWABBIE GEM' MEDIAN CALCULATIONS TREE QUANTITY CALCULATIONS PANAMA LANE 123' LF. /35'= 4 STREET TREES 4 TREES DESIGNED 2 TREES EVERGREEN M L L L 20 21 22 23 24 25 26 27 28 29 30 31 32 45 44 43 42 41 40 39 38 37 35 35 34 33 48 49 50 51 52 53 54 55 56 57 58 59 60 73 72 71 70 "698 66 65 64 63 62 61 1.5-6865 Ph 1 LNNDSCAPF RIOS No 9� c� 172=- SEPTEMBER 72 - SEP E BER 30,2016 * E to JLq to OF C At - D A T E AUGUST 26, 2016 SCALE 1"=20' DRAWN BY MER CHECKED BY JR ., �i �� »• w a.. .E�•, \ \\ `\\� \ v IN 1,.\ '`\ 1 11 ... � � \.. ® ,. . \ E,\ E., E. E ■ , \ `E E ..`E`ESE 1, lqmI... ol wo ON' me \N0 I E\ 'MOXMNM101 MM \ \ \ IkD\, Mt,\\mmsR 11 g W., mEmNloll mm�\\,\ \\ \\� \ ` \ UK 10,11111 Is RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN wwww.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME LA JOLLA ESTATES TRACT 6865- PHASE 1 ORIOLE HOMES, INC. 5301 OFFICE PARK DRIVE, STE. 115 BAKERSFIELD, CA 93309 PHONE (661) 327-0912 SHRUB PLANTING PLA k lro% AND LEGEWO R E V I S I O N S REVISIONS PER COB 8-23-16 REVISIONS PER COB 8-26-16 S H E ET N U M B E R L130F 19 PROJECT NUMBER 16-313 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. -NIA DSCAPF RIDS c.� rn w C-'> ignaiure 4k SEPTEM 3ER 20, 2016, !nate DateOF CFo D A T E AUGUST 26, 2016 SCALE 1 "=20'-0" DRAWN BY MER CHECKED BY JR LANDSCAPE ARCHITECTURE & DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 .. a LA JOLLA ESTATES TRACT 6865- PHASE 1 ORIOLE HOMES, INC. 5301 OFFICE PARK DRIVE, STE. 115 BAKERSFIELD, CA 93309 PHONE (661) 327-0912 S H E E T D E S C R I P T I O N L_ 1.5-6865 Ph 1 R E V I S I O N S REVISIONS PER COB 8-23-16 REVISIONS PER COB 8-26-16 S H E ET N U M B E R L140F 19 P R O J E C T N U M B E R 16-313 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. PLAN At RI)V or 10' (Jt) Min. from gfdded 900he (WhkheW is greater) o� Lowest Wet gutter devruti n 80 water / O"if (6n+) NOTES: Construct 6 0' (Ihn) high chain-lkrk fence with redwood slots at property /k unless otherwise aAPM&W by the 07y Engineer. r- Cutter Rkrdurt t,Yass 3' RCP - RGf Pipe Outlet sfrctur4 See detori D-10 + Location and number of mare and WOR gates Nr tense SECTION A -A to be determdred m the field by the City Engineer. 1. AN work shown shad conform to the pppllcabie sections of the current speakalkns entitled Stond4rd Spedkatlon4 State of Wbm4 &*ea and Ams- portatfon Agenq Oeporiment of Transporfalfon ; opproved current edition 2 Drainage bosky sha# be a mk)knum of one butdabte fat, frontkng on a street, and hr:xng a shape and focotiar ocaptabte to the City FnOW, J Lan&coW parked drainage basins Md not be governed by this stw&rd. 4. Any inlermodkie bend, if app vwd must be 1.0' (O.Jm) minimum width. Side slopes shall not exceed I1 5 Concrete shark/ contour no ad0limrs uoiess prior written approsrrl is obtaured from the Lily fngkneax: 5 Concrete sholl be tuned wiNn a white pagmentae+d eurkrg c ampomd cazxtplyang to sectlar 901-%018 of the standard vedfrcotiwrs 7 No pOe begs sha# be p1aed in the structure. 8 ChA-fink farce and gates or wog shalt conform; to The spedfxatfans shown standard f8rawkrgs D-12 and D -/,T 9 Alf sew &K*age basins wift fevnee shall be step LW with a perma)a'nt Ste lot such as Hyver A. or gWvwd egauat ApptkcalAw 101*4s 25 /bs/acre (23k9/ha4 A represertartire of The water deportment shy be on s% at the tkne of stere'ixolkm 10. Down cgox y shot! conkrin to Public Pocks ovarfinent Design Pdrrcy for arMMe 11. See staarda'd D-11 for 1"orory &&hW dasht FlUNAue D-WEV f;•n � A A A A A A A A w A A � w A A A w• �.Y�tl.O, fence cutoff at street comers fR���ri►�' `7 6' 1.g rn shall conform to ft requkanents X -a' fi0' 060) chain-•lkaf toce with redwood slats of Sec. 4.7. 15' T}p.12' .I (J..6m) Mi, (4 6m) i +- 12' (16m) {tin, ��♦♦�+� � ♦�♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ���♦•♦♦�'♦♦ tern FrsT A A 2-3/e' �tl oe �X RK g"7. Tri as ." 12' kf6v tt3'tlkn. (ism). See standard L-14 12' Alan. (54m) (ff.ems Z) ( 6M) wd brush h Ma; ed State of 04967 Oeparhmmt of rra4 rfoum . Ked torrent ak'Gmra 10' A im) Marr. or R J emorete shag c 1oh as oddtlsw twm pricy Ilrittor 9 aysv as spedtitd by the ply of Ocetmsfreld stordad &Ov g 60' (0. MO) concrete 12' (36n) /lin. r &Veway to Fernee tine ccrrrptftng to sectkM 90-7018 of the standard spacaf a1krm 12' (J 6m) ,van. TOP sr -r co�Trm��f Pure post with gok dogaid a hv&wtol bray used as 6/2/99 STANDARD &W arpproch PLAN At RI)V or 10' (Jt) Min. from gfdded 900he (WhkheW is greater) o� Lowest Wet gutter devruti n 80 water / O"if (6n+) NOTES: Construct 6 0' (Ihn) high chain-lkrk fence with redwood slots at property /k unless otherwise aAPM&W by the 07y Engineer. r- Cutter Rkrdurt t,Yass 3' RCP - RGf Pipe Outlet sfrctur4 See detori D-10 + Location and number of mare and WOR gates Nr tense SECTION A -A to be determdred m the field by the City Engineer. 1. AN work shown shad conform to the pppllcabie sections of the current speakalkns entitled Stond4rd Spedkatlon4 State of Wbm4 &*ea and Ams- portatfon Agenq Oeporiment of Transporfalfon ; opproved current edition 2 Drainage bosky sha# be a mk)knum of one butdabte fat, frontkng on a street, and hr:xng a shape and focotiar ocaptabte to the City FnOW, J Lan&coW parked drainage basins Md not be governed by this stw&rd. 4. Any inlermodkie bend, if app vwd must be 1.0' (O.Jm) minimum width. Side slopes shall not exceed I1 5 Concrete shark/ contour no ad0limrs uoiess prior written approsrrl is obtaured from the Lily fngkneax: 5 Concrete sholl be tuned wiNn a white pagmentae+d eurkrg c ampomd cazxtplyang to sectlar 901-%018 of the standard vedfrcotiwrs 7 No pOe begs sha# be p1aed in the structure. 8 ChA-fink farce and gates or wog shalt conform; to The spedfxatfans shown standard f8rawkrgs D-12 and D -/,T 9 Alf sew &K*age basins wift fevnee shall be step LW with a perma)a'nt Ste lot such as Hyver A. or gWvwd egauat ApptkcalAw 101*4s 25 /bs/acre (23k9/ha4 A represertartire of The water deportment shy be on s% at the tkne of stere'ixolkm 10. Down cgox y shot! conkrin to Public Pocks ovarfinent Design Pdrrcy for arMMe 11. See staarda'd D-11 for 1"orory &&hW dasht FlUNAue D-WEV f;•n � A A A A A A A A w A A � w A A A w• �.Y�tl.O, �+.._ a.JG.l�r1.�►r.ilO-�ir��A+►Oa�A`�-��1►Ali0i�:4r.��J�iw���� fR���ri►�' `7 6' 1.g rn DC X -a' DL 2'-6" .76 m lvaom on a'rrren .I Pwr &7% At rr. ter Wa •�•.� Irl . (�� ��♦♦�+� � ♦�♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ���♦•♦♦�'♦♦ tern FrsT �`♦ ♦ ��w�iw♦i.O�S► wli�w♦w♦a ♦w♦w♦w♦w♦i♦w♦w♦tea ,►mow i �w♦i►w♦ 2-3/e' �tl oe �X RK g"7. ,jl �irw- as ." C COX. 2 M id am) kTSK F04C.E IMM 4Yd1eNCleFD � � �TPo{I (ff.ems Z) wd brush h Ma; ed State of 04967 Oeparhmmt of rra4 rfoum . Ked torrent ak'Gmra J emorete shag c 1oh as oddtlsw twm pricy Ilrittor 9 aysv as spedtitd by the ply of Ocetmsfreld stordad &Ov g OWDW b obtoksed ban Me sty Enryi ea: caraete 0-12 scud be calf fed ander gates shelf be cured 90 a se'iKe pl¢r+e W ae4+g eapund ccrrrptftng to sectkM 90-7018 of the standard spacaf a1krm . w • Pure post with gok dogaid a hv&wtol bray used as 6/2/99 STANDARD cawesslon rnWOM &W gdx a375' (/am) sleet h= WJ.. " . ii"�•,�••<�•••+►� I ��t�.�, i �•�.•.Q�1+1�.�.�.•1�* -:::ice..*�•..�+.dolt♦ ..•.♦ ♦.*+....,.♦ � �* ,. r .,. r r , rr , , r ,:r r r r•r . r ��� CHAIN-LINK GATES S'"r 5. Wim redwood svbrnban sueen is requ6�ed if shell be used sou 09y••�O•'•O. a�� G�.�i�i0'aRi�ii:r'`'. r: l �, „ „. , ,:,: , roofed into poebw and con Wy be rawvad iolh Wig Jrrleavea T NM J r , , rr . r / gramd sm ft and reovmfted >:1:.. ..YY:+�iA, I. • 1 A' p'tw�.wQ1wT �wG��,wM.A is , r A J r FENCING TABLE AUGUST 26, 2016 HEIGHT 1 H 6' 1.g rn DC X -a' DL 2'-6" .76 m lvaom on a'rrren Q&V.1M a Pwr &7% At rr. ter Wa 2-1/4'i 1--7/B' a tern FrsT 5, .710 /1. �FTa {1 K/^) .xr�.. . (• 2-3/e' �tl oe �X RK g"7. ,jl �irw- as ." C COX. 2 M id am) kTSK F04C.E IMM 4Yd1eNCleFD � � �TPo{I (ff.ems Z) 7. Fobric shdl be fasfebed to 114e post, last runner, and bottom WSW wires with fobw bonds spoced gpvx. 14' (0J6m) amt. 8. Fobi* s+nab conform to ASTM A -J92, Ckss L 9, SAgWe preparation shelf be tnnsttucted true to grade and am section !/ith conpactim of 9ff to a depth of 05' (0.13m). FiliN1JRE: CY-S2REV We STANDARD ORhW1 CHAIN-LINK FENCE st" M' SHA) N.T.S. &UT Na. CITY OFAUFOR� D-12 or( 00"M PUem wows 0EPRRTNENT NOTES CONNECT1. ROOT PANELS TOGETHER. PLACE MATERIAL ON INDICATED ON PLAN. BARRIER . • ABOVE GRADE REMAINS 1 1 OR : • HARDSCAPE SURFACE. V % SCALE: NOT TO SCALE SECTION 1� 1" IN TURF AREA AND 2" IN SHRUB BED 2� CONCRETE MOW STRIP WITH %" RADIUS ALONG ALL EXPOSED EDGES 3� FINISH GRADE 4� #4 HORIZONTAL REBAR, CONTINUOUS - 3" CLEAR SC� NATIVE SOIL OR COMPACTED SUBGRADE BITUMINOUS FELT EXPANSION JOINTS @ 20' O.C. MAX 7� SCORE JOINTS @ 5' O.C. PLAN VIEW %.0 J SCALE: 1 "=1'-0" Ill WI IF �101 'IOWA A-. •BLOCK: • •R ' PAZ STUCCO COLOR TO BE: LIGHT BLUE CONCRETEEXACT COLOR TO BE APPROVED BY OWNER. 1.5'HIGH • CONTRACTOR TO SUBMIT SAMPLE T#' OWNER FOR APPROVAL. SIGN WALL MAINLINE @ BACK-_X/ OF SIDEWALK D CENTERED BUBBLER. LATERAL LINE 12" BACK OF EACH SHRUB. TYPICAL PLANTING & IRRIGATION LAYOUT N.T.S w + � M M 32 SF. SIGN AREA 12"X12" BLUE GLOSSY FINISH TILE WITH GRAY GROUT. CONTRACTOR TO SUBMIT SAMPLES TO OWNER FOR APPROVAL 12" HIGH ETCHED LETTERING IN MAIANDRA FONT. LETTERS TO BE PAINTED WHITE. CONTRACTOR TO SUBMIT SAMPLE TO OWNER FOR APPROVAL 3" WIDE PRECAST CONCRETE ROPE SHAPED MOLDING WHITE COLOR. CONTRACTOR TO SUBMIT SAMPLES TO OWNER FOR APPROVAL SOILS RECOMMENDATIONS June 6, 2o16 Project: La Jolla Estates Location: Panama and Striker The soil analysis reports was prepared by Midwest Laboratories. The analysis and sample indicate a loam texture. The organic value is very low. The pH value is 8.3. Some acidity should be considered when selecting the soil amendments. The Live Earthy Humate Soil Conditioner pH is 3.0, given the need for organic matter and acidity, and should be incorporated into the soil. The phosphate value, and potassium values are very high. Nitrogen value is moderate, consider low salt based fertilizers with no P&K, and low nitrogen values. Manganese, and magnesium values are low. Post soil analysis is recommended early Fall after installation. The magnesium and manganese values are low. The sodium and boron are at values that will not affect young plants. Soil amending and maintenance program: Live Earth Humate Soil Conditioner - @ 500 lbs per 1000 sq ft. Live Earth 8-2-4 Product - @ 25 lbs per l000 sq ft. Magnesium product applied at manufacturer's corrective rate. Manganese product applied at manufacturer's corrective rate. Complete site recommendations after installation of plants: Live Earth Harmony liquid 6-2-6 - @ 5 gallons per acre per month, 4 times per year. Live Earth Blitz zz liquid - @ 5 gallons per acre per month, 3 times per year. Live Earth Emerald Green liquid 8-4-8 - @ 5 gallons per acre per month, 3 times per year. Please call Todd Burns with any questions or concerns at (661) 978-7307 1.5-6865 Ph 1 VDSCAp, ���N,p BIOS No 9� C-) d! Q> 1` w c-'> ignanure SEP BER 30. 2016 it. E n 7 to Dote F OF G NO D A T E AUGUST 26, 2016 wift r&ft ,ter'S4at - 5a Frame__ 1.815' (5a},xi,) AQ 9� oe 2M//t {4.tk4%m) coma dol lodring de+ke Wath tambudF/e drop bor L5' Gate Posf - 2.875' {T rym) Q6 quell pipe 579th/R N fg/„) 60. 'ARM MER i 717 JR (t29rrt) � pass i9' 'e ' DOUBLE BATE PC concrete (an) 20' m) l E (fit w♦i� � w .w .xr�.. . (• ♦+11 i� ,jl �irw- arms mectkm wA cor4,astiao of 85Y to a depth of 7 Mon -fink farce fabric dW conform to the *wiftthns of Asn)( 6.0' (9..n%5 dbomtkn. A -.R92, am L 2 ca wwe " be a+ass '8" and SW be esfhm 25' (65rrrm) 8 hutddibm of fmrdl and genas shad' be o wcordrmee With ft to SS' (0.14m) skxr>p. Cword* shd be troweled smooth /eghwwts of mbLo 80-4 of the St&Wwd .1oed)rca1kim wd brush h Ma; ed State of 04967 Oeparhmmt of rra4 rfoum . Ked torrent ak'Gmra J emorete shag c 1oh as oddtlsw twm pricy Ilrittor 9 aysv as spedtitd by the ply of Ocetmsfreld stordad &Ov g OWDW b obtoksed ban Me sty Enryi ea: caraete 0-12 scud be calf fed ander gates shelf be cured 90 a se'iKe pl¢r+e W ae4+g eapund ccrrrptftng to sectkM 90-7018 of the standard spacaf a1krm A Wannoy, and gate posts&W be braced to the nearest FUNa-)sREv ogA re Pure post with gok dogaid a hv&wtol bray used as 6/2/99 STANDARD cawesslon rnWOM &W gdx a375' (/am) sleet h= WJ.. " rods w,th twrAi*as or truss rrghta r used as leum members. CHAIN-LINK GATES S'"r 5. Wim redwood svbrnban sueen is requ6�ed if shell be used sou With 3 x 5 - 9 gorge ark so crostmted that the slats are N.T.S. roofed into poebw and con Wy be rawvad iolh Wig Jrrleavea T NM /J J r rt s. Frames be made with 8t /tags or wedeab wtfh welds CASA gramd sm ft and reovmfted >:1:.. ..YY:+�iA, I. • 1 A' p'tw�.wQ1wT �wG��,wM.A is , r NOTES CONNECT1. ROOT PANELS TOGETHER. PLACE MATERIAL ON INDICATED ON PLAN. BARRIER . • ABOVE GRADE REMAINS 1 1 OR : • HARDSCAPE SURFACE. V % SCALE: NOT TO SCALE SECTION 1� 1" IN TURF AREA AND 2" IN SHRUB BED 2� CONCRETE MOW STRIP WITH %" RADIUS ALONG ALL EXPOSED EDGES 3� FINISH GRADE 4� #4 HORIZONTAL REBAR, CONTINUOUS - 3" CLEAR SC� NATIVE SOIL OR COMPACTED SUBGRADE BITUMINOUS FELT EXPANSION JOINTS @ 20' O.C. MAX 7� SCORE JOINTS @ 5' O.C. PLAN VIEW %.0 J SCALE: 1 "=1'-0" Ill WI IF �101 'IOWA A-. •BLOCK: • •R ' PAZ STUCCO COLOR TO BE: LIGHT BLUE CONCRETEEXACT COLOR TO BE APPROVED BY OWNER. 1.5'HIGH • CONTRACTOR TO SUBMIT SAMPLE T#' OWNER FOR APPROVAL. SIGN WALL MAINLINE @ BACK-_X/ OF SIDEWALK D CENTERED BUBBLER. LATERAL LINE 12" BACK OF EACH SHRUB. TYPICAL PLANTING & IRRIGATION LAYOUT N.T.S w + � M M 32 SF. SIGN AREA 12"X12" BLUE GLOSSY FINISH TILE WITH GRAY GROUT. CONTRACTOR TO SUBMIT SAMPLES TO OWNER FOR APPROVAL 12" HIGH ETCHED LETTERING IN MAIANDRA FONT. LETTERS TO BE PAINTED WHITE. CONTRACTOR TO SUBMIT SAMPLE TO OWNER FOR APPROVAL 3" WIDE PRECAST CONCRETE ROPE SHAPED MOLDING WHITE COLOR. CONTRACTOR TO SUBMIT SAMPLES TO OWNER FOR APPROVAL SOILS RECOMMENDATIONS June 6, 2o16 Project: La Jolla Estates Location: Panama and Striker The soil analysis reports was prepared by Midwest Laboratories. The analysis and sample indicate a loam texture. The organic value is very low. The pH value is 8.3. Some acidity should be considered when selecting the soil amendments. The Live Earthy Humate Soil Conditioner pH is 3.0, given the need for organic matter and acidity, and should be incorporated into the soil. The phosphate value, and potassium values are very high. Nitrogen value is moderate, consider low salt based fertilizers with no P&K, and low nitrogen values. Manganese, and magnesium values are low. Post soil analysis is recommended early Fall after installation. The magnesium and manganese values are low. The sodium and boron are at values that will not affect young plants. Soil amending and maintenance program: Live Earth Humate Soil Conditioner - @ 500 lbs per 1000 sq ft. Live Earth 8-2-4 Product - @ 25 lbs per l000 sq ft. Magnesium product applied at manufacturer's corrective rate. Manganese product applied at manufacturer's corrective rate. Complete site recommendations after installation of plants: Live Earth Harmony liquid 6-2-6 - @ 5 gallons per acre per month, 4 times per year. Live Earth Blitz zz liquid - @ 5 gallons per acre per month, 3 times per year. Live Earth Emerald Green liquid 8-4-8 - @ 5 gallons per acre per month, 3 times per year. Please call Todd Burns with any questions or concerns at (661) 978-7307 1.5-6865 Ph 1 VDSCAp, ���N,p BIOS No 9� C-) d! Q> 1` w c-'> ignanure SEP BER 30. 2016 it. E n 7 to Dote F OF G NO D A T E AUGUST 26, 2016 wift r&ft ,ter'S4at - 5a Frame__ 1.815' (5a},xi,) AQ 9� oe 2M//t {4.tk4%m) coma dol lodring de+ke Wath tambudF/e drop bor L5' Gate Posf - 2.875' {T rym) Q6 quell pipe 579th/R N fg/„) 60. 'ARM MER i 717 JR (t29rrt) � pass i9' 'e ' DOUBLE BATE PC concrete (an) 20' m) l E (fit NOTES: M». • 1. Subgade pr* shraY be constructed titre to grede and arms mectkm wA cor4,astiao of 85Y to a depth of 7 Mon -fink farce fabric dW conform to the *wiftthns of Asn)( 6.0' (9..n%5 dbomtkn. A -.R92, am L 2 ca wwe " be a+ass '8" and SW be esfhm 25' (65rrrm) 8 hutddibm of fmrdl and genas shad' be o wcordrmee With ft to SS' (0.14m) skxr>p. Cword* shd be troweled smooth /eghwwts of mbLo 80-4 of the St&Wwd .1oed)rca1kim wd brush h Ma; ed State of 04967 Oeparhmmt of rra4 rfoum . Ked torrent ak'Gmra J emorete shag c 1oh as oddtlsw twm pricy Ilrittor 9 aysv as spedtitd by the ply of Ocetmsfreld stordad &Ov g OWDW b obtoksed ban Me sty Enryi ea: caraete 0-12 scud be calf fed ander gates shelf be cured 90 a se'iKe pl¢r+e W ae4+g eapund ccrrrptftng to sectkM 90-7018 of the standard spacaf a1krm A Wannoy, and gate posts&W be braced to the nearest FUNa-)sREv ogA re Pure post with gok dogaid a hv&wtol bray used as 6/2/99 STANDARD cawesslon rnWOM &W gdx a375' (/am) sleet h= WJ.. " rods w,th twrAi*as or truss rrghta r used as leum members. CHAIN-LINK GATES S'"r 5. Wim redwood svbrnban sueen is requ6�ed if shell be used sou With 3 x 5 - 9 gorge ark so crostmted that the slats are N.T.S. roofed into poebw and con Wy be rawvad iolh Wig Jrrleavea T NM CITY OF BAKERSFIELD D -13 s. Frames be made with 8t /tags or wedeab wtfh welds CASA gramd sm ft and reovmfted ' CTr 04E01fER PUlit.tC WCIR7CS DEAAfaTM£NT NOTES CONNECT1. ROOT PANELS TOGETHER. PLACE MATERIAL ON INDICATED ON PLAN. BARRIER . • ABOVE GRADE REMAINS 1 1 OR : • HARDSCAPE SURFACE. V % SCALE: NOT TO SCALE SECTION 1� 1" IN TURF AREA AND 2" IN SHRUB BED 2� CONCRETE MOW STRIP WITH %" RADIUS ALONG ALL EXPOSED EDGES 3� FINISH GRADE 4� #4 HORIZONTAL REBAR, CONTINUOUS - 3" CLEAR SC� NATIVE SOIL OR COMPACTED SUBGRADE BITUMINOUS FELT EXPANSION JOINTS @ 20' O.C. MAX 7� SCORE JOINTS @ 5' O.C. PLAN VIEW %.0 J SCALE: 1 "=1'-0" Ill WI IF �101 'IOWA A-. •BLOCK: • •R ' PAZ STUCCO COLOR TO BE: LIGHT BLUE CONCRETEEXACT COLOR TO BE APPROVED BY OWNER. 1.5'HIGH • CONTRACTOR TO SUBMIT SAMPLE T#' OWNER FOR APPROVAL. SIGN WALL MAINLINE @ BACK-_X/ OF SIDEWALK D CENTERED BUBBLER. LATERAL LINE 12" BACK OF EACH SHRUB. TYPICAL PLANTING & IRRIGATION LAYOUT N.T.S w + � M M 32 SF. SIGN AREA 12"X12" BLUE GLOSSY FINISH TILE WITH GRAY GROUT. CONTRACTOR TO SUBMIT SAMPLES TO OWNER FOR APPROVAL 12" HIGH ETCHED LETTERING IN MAIANDRA FONT. LETTERS TO BE PAINTED WHITE. CONTRACTOR TO SUBMIT SAMPLE TO OWNER FOR APPROVAL 3" WIDE PRECAST CONCRETE ROPE SHAPED MOLDING WHITE COLOR. CONTRACTOR TO SUBMIT SAMPLES TO OWNER FOR APPROVAL SOILS RECOMMENDATIONS June 6, 2o16 Project: La Jolla Estates Location: Panama and Striker The soil analysis reports was prepared by Midwest Laboratories. The analysis and sample indicate a loam texture. The organic value is very low. The pH value is 8.3. Some acidity should be considered when selecting the soil amendments. The Live Earthy Humate Soil Conditioner pH is 3.0, given the need for organic matter and acidity, and should be incorporated into the soil. The phosphate value, and potassium values are very high. Nitrogen value is moderate, consider low salt based fertilizers with no P&K, and low nitrogen values. Manganese, and magnesium values are low. Post soil analysis is recommended early Fall after installation. The magnesium and manganese values are low. The sodium and boron are at values that will not affect young plants. Soil amending and maintenance program: Live Earth Humate Soil Conditioner - @ 500 lbs per 1000 sq ft. Live Earth 8-2-4 Product - @ 25 lbs per l000 sq ft. Magnesium product applied at manufacturer's corrective rate. Manganese product applied at manufacturer's corrective rate. Complete site recommendations after installation of plants: Live Earth Harmony liquid 6-2-6 - @ 5 gallons per acre per month, 4 times per year. Live Earth Blitz zz liquid - @ 5 gallons per acre per month, 3 times per year. Live Earth Emerald Green liquid 8-4-8 - @ 5 gallons per acre per month, 3 times per year. Please call Todd Burns with any questions or concerns at (661) 978-7307 1.5-6865 Ph 1 VDSCAp, ���N,p BIOS No 9� C-) d! Q> 1` w c-'> ignanure SEP BER 30. 2016 it. E n 7 to Dote F OF G NO D A T E AUGUST 26, 2016 ,r N/A 60. 'ARM MER CHECKED BY JR NOTES CONNECT1. ROOT PANELS TOGETHER. PLACE MATERIAL ON INDICATED ON PLAN. BARRIER . • ABOVE GRADE REMAINS 1 1 OR : • HARDSCAPE SURFACE. V % SCALE: NOT TO SCALE SECTION 1� 1" IN TURF AREA AND 2" IN SHRUB BED 2� CONCRETE MOW STRIP WITH %" RADIUS ALONG ALL EXPOSED EDGES 3� FINISH GRADE 4� #4 HORIZONTAL REBAR, CONTINUOUS - 3" CLEAR SC� NATIVE SOIL OR COMPACTED SUBGRADE BITUMINOUS FELT EXPANSION JOINTS @ 20' O.C. MAX 7� SCORE JOINTS @ 5' O.C. PLAN VIEW %.0 J SCALE: 1 "=1'-0" Ill WI IF �101 'IOWA A-. •BLOCK: • •R ' PAZ STUCCO COLOR TO BE: LIGHT BLUE CONCRETEEXACT COLOR TO BE APPROVED BY OWNER. 1.5'HIGH • CONTRACTOR TO SUBMIT SAMPLE T#' OWNER FOR APPROVAL. SIGN WALL MAINLINE @ BACK-_X/ OF SIDEWALK D CENTERED BUBBLER. LATERAL LINE 12" BACK OF EACH SHRUB. TYPICAL PLANTING & IRRIGATION LAYOUT N.T.S w + � M M 32 SF. SIGN AREA 12"X12" BLUE GLOSSY FINISH TILE WITH GRAY GROUT. CONTRACTOR TO SUBMIT SAMPLES TO OWNER FOR APPROVAL 12" HIGH ETCHED LETTERING IN MAIANDRA FONT. LETTERS TO BE PAINTED WHITE. CONTRACTOR TO SUBMIT SAMPLE TO OWNER FOR APPROVAL 3" WIDE PRECAST CONCRETE ROPE SHAPED MOLDING WHITE COLOR. CONTRACTOR TO SUBMIT SAMPLES TO OWNER FOR APPROVAL SOILS RECOMMENDATIONS June 6, 2o16 Project: La Jolla Estates Location: Panama and Striker The soil analysis reports was prepared by Midwest Laboratories. The analysis and sample indicate a loam texture. The organic value is very low. The pH value is 8.3. Some acidity should be considered when selecting the soil amendments. The Live Earthy Humate Soil Conditioner pH is 3.0, given the need for organic matter and acidity, and should be incorporated into the soil. The phosphate value, and potassium values are very high. Nitrogen value is moderate, consider low salt based fertilizers with no P&K, and low nitrogen values. Manganese, and magnesium values are low. Post soil analysis is recommended early Fall after installation. The magnesium and manganese values are low. The sodium and boron are at values that will not affect young plants. Soil amending and maintenance program: Live Earth Humate Soil Conditioner - @ 500 lbs per 1000 sq ft. Live Earth 8-2-4 Product - @ 25 lbs per l000 sq ft. Magnesium product applied at manufacturer's corrective rate. Manganese product applied at manufacturer's corrective rate. Complete site recommendations after installation of plants: Live Earth Harmony liquid 6-2-6 - @ 5 gallons per acre per month, 4 times per year. Live Earth Blitz zz liquid - @ 5 gallons per acre per month, 3 times per year. Live Earth Emerald Green liquid 8-4-8 - @ 5 gallons per acre per month, 3 times per year. Please call Todd Burns with any questions or concerns at (661) 978-7307 1.5-6865 Ph 1 VDSCAp, ���N,p BIOS No 9� C-) d! Q> 1` w c-'> ignanure SEP BER 30. 2016 it. E n 7 to Dote F OF G NO D A T E AUGUST 26, 2016 SCALE N/A DRAWN BY MER CHECKED BY JR ;\�0 • '. M. \ ` ti lubk\bla F. N v . , 0\ a� \ � 1010 ka\\\ ' ` `� 00 \0 0010000\100001 6 - 101100? ez 3.` .• h M 0 kjim IMBED ft X. ®� 10M 101 RIGS 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 LA JOLLA ESTATES TRACT 6865- PHASE 1 ORIOLE HOMES, INC. 5301 OFFICE PARK DRIVE, STE. 115 BAKERSFIELD, CA 93309 PHONE (661) 327-0912 SHEET DESCRIPTIO N PLANTING NOTES AND SIGN WALL ELEVATION REVISIONS REVISIONS PER COB 8-23-16 REVISIONS PER COB 8-26-16 SHEET NUMBER L150F 19 P R O J E C T N U M B E R 16-313 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. 1.5-6865 Ph 1 �APe �F v I t Y ��Q Date OF C Ao1%` D A T E GENERAL CONDITIONS SCALE ' DRAWN BY I 1. DEFINITIONS 20. INDEMNIFICATION A. WORDS USED HEREIN IN THE MASCULINE GENDER INCLUDE THE FEMININE AND NEUTER, AND VICE 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 VERSA; THE SINGULAR NUMBER INCLUDES THE PLURAL, AND THE PLURAL THE SINGULAR. THE WORD PERSON INCLUDES A CORPORATION, ASSOCIATION.OR PARTNERSHIP. CHANGE ORDER SIGNED BY THE CITY/OWNER AND THE CONTRACTOR STATING THEIR AGREEMENT UPON HARMLESS THE CITY/OWNER, LANDSCAPE ARCHITECT, LANDSCAPE ARCHITECT'S CONSULTANTS, AND ALL OF THE FOLLOWING: AGENTS AND EMPLOYEES OF ANY OF THEM FROM AND AGAINST CLAIMS, DAMAGES, LOSSES AND B. UNLESS OTHERWISE SPECIFICALLY DEFINED HEREIN, OR UNLESS THE CONTEXT REQUIRES A DIFFERENT - CHANGE IN THE WORK. EXPENSES, INCLUDING BUT NOT LIMITED TO ATTORNEYS' FEES, ARISING OUT OF OR RESULTING FROM MEANING, ALL WORDS, ABBREVIATIONS, SYMBOLS, TERMS AND PHRASES HAVING A WELL KNOWN OR - AMOUNT OF THE ADJUSTMENT IN THE CONTRACT SUM; AND PERFORMANCE OF THE WORK, PROVIDED THAT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS TECHNICAL MEANING SHALL BE SO CONSTRUED. - EXTENT OF THE ADJUSTMENT IN THE CONTRACT TIME, IF ANY. ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY TO OR DESTRUCTION C. WHENEVER IN THESE SPECIFICATIONS, OR IN ANY DOCUMENTS OR INSTRUMENTS WHERE THESE 11. CONTROL OF MATERIALS OF TANGIBLE PROPERTY (OTHER THAN WORK ITSELF) INCLUDING LOSS OF USE RESULTING SPECIFICATIONS GOVERN, THE FOLLOWING TERMS ARE USED, THE INTENT AND MEANING THEREOF A. MATERIALS, PARTS AND EQUIPMENT TO BE FURNISHED BY THE CONTRACTOR SHALL BE NEW, UNLESS THEREFROM, BUT ONLY TO THE EXTENT CAUSED IN WHOLE OR IN PART BY NEGLIGENT ACTS OR SHALL BE AS FOLLOWS: 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 ' CONTRACT - REPRESENTS THE ENTIRE AND INTEGRATED AGREEMENT BETWEEN THE CITY/OWNER BE MANUFACTURED, HANDLED, AND USED IN A WORKMANLIKE MANNER. SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. AND THE CONTRACTOR. THE CONTRACT DOCUMENTS FORM THE CONTRACT FOR CONSTRUCTION. 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 CONTRACT DOCUMENTS - THESE SPECIFICATIONS, THE DRAWINGS, ADDENDA ISSUED PRIOR TO 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 EXECUTION OF THE CONTRACT, AND THE CONTRACT BETWEEN THE CITY/OWNER AND THE AND IMMEDIATELY REMOVED FROM THE PREMISES AT THE EXPENSE OF THE CONTRACTOR. IN THIS SECTION. CONTRACTOR. 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 CONTRACTOR - THE PERSON OR ENTITY WHOSE BID IS ACCEPTED AND TO WHOM THE CONTRACT IS 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 AWARDED. TO THE CITY/OWNER PRIOR TO ACCEPTANCE OF THE WORK. ANYONE FOR WHOSE ACTS THEY MAY BE LIABLE, THE INDEMNIFICATION OBLIGATION UNDER THIS LANDSCAPE ARCHITECT - THE PROFESSIONAL SERVICES FIRM WHO PREPARED THE PROJECT 12. SAMPLES AND TESTS SECTION SHALL NOT BE LIMITED BY A LIMITATION ON AMOUNT OR TYPE OF DAMAGES, COMPENSATION DRAWINGS AND SPECIFICATIONS FOR THE CITY/OWNER. 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. CITY/OWNER - IS THE PERSON OR ENTITY IDENTIFIED AS SUCH IN THE CONTRACT. WITHOUT CHARGE. LABOR AND EQUIPMENT NECESSARY FOR THE FURNISHING OF SUCH SAMPLES SHALL WORK -THE TERM "WORK" OR "PROJECT" MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY BE THE RESPONSIBILITY OF THE CONTRACTOR. C. THE OBLIGATIONS OF THE CONTRACTOR UNDER THIS SECTION SHALL NOT EXTEND TO THE LIABILITY OF THE CONTRACT DOCUMENTS AND INCLUDES PROVIDING ALL LABOR, MATERIALS, EQUIPMENT, 13. SUBSTITUTION OR EQUIVALENTS THE LANDSCAPE ARCHITECT, THE LANDSCAPE ARCHITECT'S CONSULTANTS, AND AGENTS AND EMPLOYEES OF ANY OF THEM ARISING OUT OF (1) THE PREPARATION OR APPROVAL OF MAPS, TRANSPORTATION, TOOLS, AND INCIDENTALS NECESSARY TO COMPLETE THE WORK IN A 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) SATISFACTORY MANNER. OR MATERIALS TO BE INCORPORATED IN THE WORK MAY BE DESIGNATED UNDER A TRADE NAME OR THE THE GIVING OF OR THE FAILURE TO GIVE DIRECTIONS OR INSTRUCTIONS BY THE LANDSCAPE 2. CONSTRUCTION PROCEDURE NAME OF A MANUFACTURER AND CATALOGUE NUMBER. SUBJECT TO APPROVAL BY THE CITY/OWNER OR ARCHITECT, THE LANDSCAPE ARCHITECT'S CONSULTANTS, AND AGENTS AND EMPLOYEES OF ANY OF CONTRACTOR SHALL NOT BE RELIEVED OF OBLIGATIONS TO PERFORM THE WORK IN ACCORDANCE LANDSCAPE ARCHITECT, AN ALTERNATIVE ARTICLE OR MATERIAL MAY BE UTILIZED. THEM PROVIDED SUCH GIVING OR FAILURE TO GIVE IS THE PRIMARY CAUSE OF THE INJURY OR WITH THE CONTRACT DOCUMENTS EITHER BY ACTIVITIES OR DUTIES OF THE CITY/OWNER, LANDSCAPE B. THE BURDEN OF PROOF AS TO THE QUALITY AND SUITABILITY OF ALTERNATIVES SHALL BE UPON THE DAMAGE. ARCHITECT, OR BY TESTS, INSPECTIONS OR APPROVALS REQUIRED OR PERFORMED BY PERSONS CONTRACTOR. 21. SAFETY OF PERSONS AND PROPERTY OTHER THAN THE CONTRACTOR. 14. CERTIFICATES OF COMPLIANCE A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL 3. NON -ASSIGNABILITY SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONTRACT. WHEN REQUESTED, CONTRACTOR SHALL FURNISH THE CITY/OWNER WITH A CERTIFICATE OF NEITHER THE CONTRACT THAT MAY B AWARDED, NOR ANY OF THE MONIES THAT MAY BECOME DUE TO COMPLIANCE WHICH INDICATES THAT: B. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS FOR SAFETY OF, AND SHALL PROVIDE THE CONTRACTOR UNDER SUCH CONTRACT, MAY BE ASSIGNED BY SAID CONTRACTOR WITHOUT THE (a) PLANTS WERE INSTALLED AS SPECIFIED. REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO: EMPLOYEES ON THE WORK WRITTEN CONSENT OF THE CITY/OWNER. (b) THE IRRIGATION SYSTEM WAS INSTALLED AS SPECIFIED. AND OTHER PERSONS WHO MAY BE AFFECTED THEREBY; THE WORK AND MATERIALS AND EQUIPMENT 4. SERVICE OF NOTICE (c) AN IRRIGATION AUDIT HAS BEEN PERFORMED. TO BE INCORPORATED THEREIN,WHETHER IN STORAGE ON OR OFF THE SITE, UNDER CARE, CUSTODY THE DELIVERY OR MAILING OF ANY NOTICE, INSTRUCTION, CLAIM OR PROTEST, OR OTHER WRITTEN (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 COMMUNICATIONS, PERSONALLY TO THE CONTRACTOR OR TO THE CITY/OWNER, SHALL CONSTITUTE DEFICIENCIES. PROPERTY AT THE SITE OR ADJACENT THERETO, SUCH AS TREES, SHRUBS, LAWNS, WALKS, SERVICE THEREOF UPON THE CONTRACTOR, OR THE CITY/OWNER, RESPECTIVELY. PAVEMENTS, ROADWAYS, STRUCTURES AND UTILITIES NOT DESIGNATED FOR REMOVAL, RELOCATION THE FOLLOWING SHALL BE SUBMITTED WITH THE CERTIFICATE OF COMPLIANCE: OR REPLACEMENT IN THE COURSE OF CONSTRUCTION. 5. SUBCONTRACTS (a) IRRIGATION SCHEDULE. C. THE CONTRACTOR SHALL GIVE NOTICES AND COMPLY WITH APPLICABLE LAWS ORDINANCES RULES A. CONTRACTOR SHALL SET FORTH IN THE BID THE NAME AND THE LOCATION OF EACH SUBCONTRACTOR (b) LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. REGULATIONS AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING ON SAFETY OF PERSONS OR WHO WILL PERFORM WORK OR LABOR OR RENDER SERVICE TO THE CONTRACTOR IN OR ABOUT THE (c) LANDSCAPE IRRIGATION AUDIT SCHEDULE. PROPERTY OR THEIR PROTECTION FROM DAMAGE, INJURY OR LOSS. CONSTRUCTION OF THE WORK. (d) IRRIGATION AUDIT REPORT. D. THE CONTRACTOR SHALL SO CONDUCT OPERATIONS AS TO OFFER THE LEAST POSSIBLE OBSTRUCTION B. CONTRACTOR MUST HAVE THE WRITTEN CONSENT OF THE CITY/OWNER TO SUBSTITUTE A SUBCON- 15. SUFFICIENCY OF TIME AND INCONVENIENCE TO THE PUBLIC. THE CONTRACTOR SHALL HAVE UNDER CONSTRUCTION NO TRACTOR OTHER THAN THAT DESIGNATED IN THE BID. 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 6. BONDS AND INSURANCE 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 A. BEFORE EXECUTION OF THE CONTRACT WITH THE CITY/OWNER, THE CONTRACTOR SHALL FILE WITH THE UNFORESEEN CAUSES THAT IN THE OPINION OF THE CITY/OWNER, ARE BEYOND THE CONTROL OF THE CITY/OWNER SURETY BONDS AND APPLICABLE PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE 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 SATISFACTORY TO THE CITY/OWNER IN THE AMOUNTS AND FOR THE PURPOSES SPECIFIED IN THE THE PROJECT. CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. CONTRACT. BONDS SHALL BE DULY EXECUTED BY A RESPONSIBLE CORPORATE SURETY, AUTHORIZED 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 TO ISSUE SUCH BONDS IN THE APPLICABLE STATE OF THE PROJECT AND SECURED THROUGH AN VARIOUS ITEMS OF WORK AND NO SEPARATE PAYMENT WILL BE MADE THEREFOR. AUTHORIZED AGENT. CONTRACTOR SHALL PAY ALL BOND PREMIUMS, COSTS AND INCIDENTALS. A. IF THE CONSTRUCTION OF THE PROJECT BE ABANDONED BY THE CONTRACTOR, OR IF AT ANY TIME THE B. CHANGES IN THE WORK, OR EXTENSIONS OF TIME, MADE PURSUANT TO THE CONTRACT, SHALL IN NO CITY/OWNER SHALL BE OF THE OPINION THAT THE PERFORMANCE OF THE CONTRACT IS UNNECESSARILY 23. AIR POLLUTION WAY RELEASE THE CONTRACTOR OR SURETY FROM THEIR OBLIGATIONS. 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 7. DRAWINGS AND SPECIFICATIONS 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 THE CONTRACTOR SHALL KEEP AT THE PROJECT SITE A COPY OF THE DRAWINGS AND SPECIFICATIONS. CONTEMPLATED UNDER THE CONTRACT BY A WRITTEN NOTICE SERVED UPON CONTRACTOR. THE QUANTITY AS WILL VIOLATE THE REGULATIONS OF ANY LEGALLY CONSTITUTED AUTHORITY. IN THE EVENT A DISCREPANCY EXISTS BETWEEN FIGURES AND/OR DRAWINGS, THE DISCREPANCY SHALL CITY/OWNER SHALL CHARGE THE EXPENSE OF SUCH EQUIPMENT, LABOR AND MATERIALS, PLUS TEN BE IMMEDIATELY SUBMITTED TO THE CITY/OWNER FOR CLARIFICATION. ANY ADJUSTMENT MADE BY THE PERCENT (10%) OF THE COST THEREOF, FOR ADMINISTRATIVE EXPENSE AGAINST ANY SUMS OF MONEY 24. NOISE CONTROL CONTRACTOR WITHOUT OBTAINING SUCH CLARIFICATION FROM THE CITY/OWNER SHALL BE AT THE 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 A. CONTRACTOR'S RISK AND EXPENSE AND BE SUBJECT TO REMOVAL IF SAID ADJUSTMENT DOES NOT MEET LIABILITY. ORDINANCES WHICH APPLY TO ANY WORK PERFORMED PURSUANT TO THE CONTRACT, AND SHALL THE APPROVAL OF THE CITY/OWNER. 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 B. THE CONTRACT DOCUMENTS, AS DEFINED HEREIN, ARE INTENDED TO BE READ TOGETHER TO DESCRIBE CONTRACTOR FOR THE COMPLETED PORTIONS OF THE PROJECT ACCORDING TO THE PROVISIONS OF OPERATION. A COMPLETE AND FINISHED PIECE OF WORK, INCLUDING ALL LABOR, MATERIALS AND EQUIPMENT THE CONTRACT AND MAY TREAT THE PORTIONS REMAINING UNCOMPLETED AS IF SAID PORTIONS HAD 25. PESTICIDES/HERBICIDES NECESSARY FOR THE PROPER EXECUTION OF THE PROJECT. ANYTHING IN THE SPECIFICATIONS AND NEVER BEEN INCLUDED OR CONTEMPLATED BY THE CONTRACT. CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE DEPARTMENT OF FOOD AND NOT ON THE DRAWINGS, OR ON THE DRAWINGS AND NOT IN THE SPECIFICATIONS, SHALL BE AS THOUGH 17. TEMPORARY SUSPENSION OF WORK AGRICULTURE, THE DEPARTMENT OF HEALTH, THE DEPARTMENT OF INDUSTRIAL RELATIONS AND ALL SHOWN OR MENTIONED IN BOTH. 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 8. SHOP DRAWINGS OR PRODUCT DATA AND SAMPLES IN PART FOR SUCH PERIOD OF TIME AS MAY BE DEEMED NECESSARY DUE TO UNSUITABLE WEATHER OR PERFORMANCE OF THE WORK. A. SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND SIMILAR SUBMITTALS ARE NOT CONTRACT TO SUCH OTHER CONDITIONS AS MAY BE CONSIDERED UNFAVORABLE FOR THE SUITABLE PROSECUTION 26. DUST CONTROL DOCUMENTS. THE PURPOSE OF THEIR SUBMITTALS IS TO DEMONSTRATE FOR THOSE PORTIONS OF THE OF THE WORK. WORK SHALL BE RESUMED WHEN CONDITIONS ARE FAVORABLE OR WHEN THE METHODS WORK FOR WHICH SUBMITTALS ARE REQUIRED THE WAY THE CONTRACTOR PROPOSES TO CONFORM 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 ' TO THE INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE DRAWINGS. 18. LAWS TO BE OBSERVED WATER, OR OTHER MEANS AS NECESSARY, AND SHALL SAVE THE CITY/OWNER FREE AND HARMLESS FROM ANY CLAIM FOR LOSS OR DAMAGE SUSTAINED BY OTHERS AND RESULTING FROM OPERATIONS B. THE CONTRACTOR SHALL REVIEW, APPROVE, AND SUBMIT SUCH SUBMITTALS REQUIRED BY THE THE CONTRACTOR SHALL BE FULLY INFORMED OF ALL STATE AND NATIONAL LAWS AND MUNICIPAL ON THE PROJECT SITE. CONTRACT DOCUMENTS WITH REASONABLE PROMPTNESS AND IN SUCH SEQUENCE OR TO CAUSE NO ORDINANCES OR REGULATIONS WHICH IN ANY MANNER AFFECT THOSE ENGAGED OR EMPLOYED IN THE 27. UTILITIES DELAY IN THE WORK. WORK, OR THE MATERIALS USED IN THE WORK, OR WHICH IN ANY WAY AFFECT THE CONDUCT OF THE C. THE LANDSCAPE ARCHITECT'S REVIEW OF SUCH SUBMITTALS IS FOR THE LIMITED PURPOSE OF WORK, AND OF ALL SUCH ORDERS AND DECREES OF BODIES OR TRIBUNALS HAVING ANY JURISDICTION WHEN PLACING CONCRETE AROUND OR CONTIGUOUS TO ANY UTILITY, THE CONTRACTOR SHALL CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN OR AUTHORITY OVER THE SAME. ASSUME RESPONSIBILITY FOR COSTS TO FURNISH AND INSTALL A CUSHION OF EXPANSION JOINT THE CONTRACT DOCUMENTS. REVIEW OF SUCH SUBMITTALS IS NOT CONDUCTED FOR THE PURPOSE 19. LABOR CONDITIONS MATERIAL, CLEAR OPENING OR SLEEVE, OR BY OTHER SUITABLE MEANS SHALL PREVENT EMBEDMENT OF DETERMINING ACCURACY AND COMPLETENESS OF OTHER DUTIES SUCH AS DIMENSIONS AND IN OR BONDING WITH THE CONCRETE. QUANTITIES, OR FOR SUBSTANTIATING INSTRUCTIONS FOR INSTALLATION OR PERFORMANCE OF CONTRACTOR SHALL COMPLY WITH APPLICABLE FEDERAL AND STATE PROVISIONS OF THE LABOR CODE 28. PATENTS AND ROYALTIES EQUIPMENT OR SYSTEMS, ALL OF WHICH REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. AND FAIR EMPLOYMENT PRACTICES. THE CONTRACTOR SHALL ABSORB IN ITS BID, THE PATENT FEES OR ROYALTIES ON ANY PATENTED D. THE LANDSCAPE ARCHITECT'S REVIEW SHALL NOT CONSTITUTE APPROVAL OF SAFETY PRECAUTIONS ARTICLE OR PROCESS WHICH MAY BE FURNISHED OR USED IN THE WORK. THE CONTRACTOR SHALL OR, OF ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. INDEMNIFY AND HOLD THE CITY/OWNER HARMLESS FROM ANY LEGAL ACTIONS THAT MAY BE BROUGHT 9. SUBSURFACE DATA FROM INFRINGEMENT OF PATENTS. WHERE INVESTIGATIONS OF SITE CONDITIONS HAVE BEEN MADE INCLUDING SUBSURFACE CONDITIONS 29. PAYMENTS IN AREAS WHERE WORK IS TO BE PERFORMED UNDER THE CONTRACT, SUCH INVESTIGATIONS ARE A. THE CONTRACT SUM IS STATED IN THE CONTRACT AND, INCLUDING AUTHORIZED ADJUSTMENTS, IS THE MADE ONLY FOR THE PURPOSE OF STUDY AND DESIGN. ALL SOIL AND GEOLOGICAL TEST HOLE DATA, TOTAL AMOUNT PAYABLE BY THE CITY/OWNER TO THE CONTRACTOR FOR PERFORMANCE OF THE WATER TABLE ELEVATIONS AND AGRICULTURAL SUITABILITY SOIL ANALYSES APPLY ONLY AT THE WORK UNDER THE CONTRACT DOCUMENTS. LOCATIONS OF THE TEST AND TO THE DEPTHS INDICATED. B. BEFORE THE FIRST APPLICATION FOR PAYMENT THE CONTRACTOR SHALL SUBMIT TO THE CITY/OWNER 10. CHANGE ORDERS A SCHEDULE OF VALUES ALLOCATED TO VARIOUS PORTIONS OF THE WORK, PREPARED IN SUCH FORM A. THE CITY/OWNER MAY AT ANY TIME PRIOR TO ACCEPTANCE OF THE WORK, BY WRITTEN ORDER TO AND SUPPORTED BY SUCH DATA TO SUBSTANTIATE ITS ACCURACY AS THE OWNER MAY REQUIRE. THIS CONTRACTOR AND WITHOUT NOTICE TO SURETIES, INCREASE OR DECREASE THE ESTIMATED QUANTITY SCHEDULE, UNLESS OBJECTED TO BY THE CITY/OWNER SHALL BE USED AS A BASIS FOR REVIEWING OF WORK OR MATERIAL, MAKE ALTERATIONS, DEVIATIONS, ADDITIONS TO OR OMISSIONS FROM THE THE CONTRACTOR'S APPLICATIONS FOR PAYMENT. DRAWINGS AND SPECIFICATIONS, AND MAKE CHANGES IN THE PROJECT AS MAY BE DEEMED NECESSARY END OF SECTION OR ADVISABLE, WITHIN THE GENERAL SCOPE THEREOF. 1.5-6865 Ph 1 �APe �F v I t Y ��Q Date OF C Ao1%` D A T E AUGUST 26, 2016 SCALE N/A DRAWN BY MER CHECKED BY JR ..... 4 iti lVeN ���. ,+: ti: •\Iii • mus, � \::+:t• .44,'4*, \,4•., v: s, . 0001 `,\+4,14 go oll mmmombb 44WN % %i ®` \x'•NN ,•':,,`44 �4 \ \�. •;� ■ NU 0 444 4 ` \� 'i % % \ ti ,. mummommO m 1\00 41 i eiiii :, .:•:.,,x44. '4..4:, •. 4 4•.'4'4 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 LA JOLLA ESTATES TRACT 6865- PHASE 1 ORIOLE HOMES, INC. 5301 OFFICE PARK DRIVE, STE. 115 BAKERSFIELD, CA 93309 PHONE (661) 327-0912 GENERAL SPECIFICATIONS REVISIONS REVISIONS PER COB 8-23-16 REVISIONS PER COB 8-26-16 SHEET NUMBER L 1 60F 19 P R O J E C T N U M B E R 16-313 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. IRRIGATION SYSTEM -AUTOMATIC A. GENERAL 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL THE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. 2. COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS WITH THE CONSTRUCTION OF SITE AMENITIES AND PLANTING. 3. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED BEFORE PLANTING OPERATIONS. 4. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE ADJUSTED AS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. COSTS INCURRED DUE TO ANY ADJUSTMENT FOR COVERAGE, INCLUDING THOSE REQUESTED BY THE CITY/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. B. QUALITY ASSURANCE 1. ALL LOCAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THE IRRIGATION SYSTEM ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS. HOWEVER, IF THESE SPECIFICATIONS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD OR LARGER SIZE THAN IS REQUIRED BY THE ABOVE RULES, REGULATIONS OR REQUIREMENTS, THESE SPECIFICATIONS AND THE DRAWINGS SHALL TAKE PRECEDENCE. 2. IN THE EVENT ANY EQUIPMENT OR METHODS INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN CONFLICT WITH APPLICABLE REGULATIONS, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY/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. C. 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. D. PRODUCT DELIVERY, STORAGE AND HANDLING CONTRACTOR SHALL EXERCISE CARE IN HANDLING, LOADING, UNLOADING AND STORING OF IRRIGATION MATERIALS AND EQUIPMENT. E. PLASTIC PIPE 1. PLASTIC PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE INJECTION MOLDED; RIGID; UNPLASTICIZED POLYVINYL CHLORIDE (PVC); NSF APPROVED; OF HIGH TENSILE STRENGTH, CHEMICAL RESISTANT AND IMPACT STRENGTH; AND DEPENDING ON CLASS AND GRADE, CONFORM TO ASTM 2241 OR ASTM D-1785. 2. FITTINGS AND COUPLINGS SHALL BE THREADED PVC SCHEDULE 80 CONFORMING TO ASTM D-2464; OR SLIP -FITTING, TAPERED SOCKET, SOLVENT -WELD TYPE, PVC SCHEDULE 40 CONFORMING TO ASTM D-2466 OR PVC SCHEDULE 80 CONFORMING TO ASTM D-2467. 3. SOLVENT CEMENT AND PRIMER FOR RIGID PVC SOLVENT -WELD PIPE AND FITTINGS SHALL BE OF COMMERCIAL QUALITY, IAPMO APPROVED, CONFORMING TO ASTM D-2564. F. BRASS PIPE 1. BRASS PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE 86% RED BRASS, AMERICAN NATIONAL STANDARDS INSTITUTE, SCHEDULE 40 SCREWED PIPE, CONFORMING TO FEDERAL SPECIFICATIONS VWV P-351. 2. FITTINGS SHALL BE MEDIUM BRASS, SCREWED 125 POUND CLASS, CONFORMING TO FEDERAL SPECIFICATIONS VWV-P-460. G. GALVANIZED PIPE 1. GALVANIZED STEEL PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASA SCHEDULE 40 MILD STEEL SCREWED PIPE. FITTINGS SHALL BE MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON. 2. ALL GALVANIZED PIPE AND FITTINGS INSTALLED BELOW GRADE SHALL BE PAINTED WITH TWO (2) COATS OF KOPPERS #50 BITUMASTIC, OR APPROVED EQUAL. PIPES MAY BE WRAPPED WITH AN APPROVED ASPHALTIC TAPE. H. tJVR-PVC PIPE IJVR PVG PIPE, WHERE INDIGATED ' GN THE DRAWINGS, SHALL BE ULTRA -VIOLET RESISTANT, SGHEDULE 40 PveP'PE. FITTINGS SHALL BE UVR-pveFITTINGS.- 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 (1811) IN DEPTH AND WHENEVER POSSIBLE SHALL OCCUPY THEAME S TRENCH AS THE MAINLINE; BUNDLED AND SECURED TO IRRIGATION PIPELINES AT TEN FOOT (10') INTERVALS WITH PLASTIC ELECTRICAL TAPE, PROVIDING SUFFICIENT SLACK FOR EXPANSION AND CONTRACTION. 5. WIRE FOR SLOPE SYSTEMS SHALL BE INSTALLED IN A UVR PVC SLEEVE LAID ADJACENT TO THE ON -GRADE PIPES. 6. PROVIDE A SEPARATE GROUND WIRE FOR EACH CONTROLLER. 7. AN EXPANSION CURL SHALL BE PROVIDED WITHIN THREE FEET (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 -TITS, 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 (ill) 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 -TITS 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. 13. PROVIDE THE FOLLOWING MINIMUM COVERAGE (WHERE LINES OCCUR UNDER PAVED AREAS, THESE COVERAGE DEPTHS SHALL BE CONSIDERED BELOW SUBGRADE): PRESSURE MAINLINE 18" NON -PRESSURE LATERAL LINES 12" CONTROL WIRING 18" R. ADJUSTING AND TESTING THE SYSTEM 1. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS AND LABOR TO CONDUCT PIPELINE PRESSURE TESTS, COVERAGE TESTS AND OPERATIONAL TESTS. ALL TESTS SHALL BE MADE IN THE PRESENCE OF 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. 2. AFTER COMPLETION OF PIPELINE ASSEMBLY, PRIOR TO INSTALLATION OF TERMINAL FITTINGS, INCLUDING BUT NOT LIMITED TO REMOTE CONTROL VALVES AND QUICK COUPLER VALVES, ENTIRE SYSTEM SHALL BE THOROUGHLY FLUSHED TO REMOVE DIRT, SCALE OR OTHER DELETERIOUS MATERIAL. 3. WITH OPEN ENDS CAPPED, PRIOR TO INSTALLING VALVES, TEST PRESSURE SUPPLY LINES FOR SIX (6) HOURS AT 125 PSI. CENTER LOAD PVC PIPE WITH A SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND WHIPPING UNDER PRESSURE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY PORTIONS OF THE WORK TWENTY (24) HOURS IN ADVANCE FOR THE FOLLOWING INSPECTIONS; - SYSTEM LAYOUT - PRESSURE PIPELINE TESTS - COVERAGE TESTS - OPERATIONAL TESTS (PRIOR TO COMMENCING PLANTING OPERATIONS) 5. COVERAGE TEST SHALL DEMONSTRATE THAT EACH STATION AREA IS BALANCED TO PROVIDE UNIFORM AND ADEQUATE COVERAGE. 6. OPERATIONAL TEST SHALL DEMONSTRATE THE PERFORMANCE AND OPERATION OF ALL COMPONENTS OF THE CONTROLLER SYSTEM. REMOTE CONTROL VALVES SHALL BE PROPERLY BALANCED, HEADS ADJUSTED FOR COVERAGE AND SYSTEM SHALL BE WORKABLE, CLEAN AND EFFICIENT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY PORTIONS OF THE WORK THAT ARE NOT PROPERLY INSTALLED AND RETESTING UNTIL INSTALLATION HAS BEEN ACCEPTED BY THE CITY/OWNER. S. BACKFILLING 1. BACKFILL MATERIAL SHALL BE FREE FROM LARGE CLODS, STONES, AND OTHER OBJECTIONABLE MATERIALS, EXCEEDING THREE INCHES (311) IN DIAMETER. 2. TRENCHES LOCATED UNDER AREAS WHERE PAVING OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH A SIX INCH (611) LAYER OF SAND BELOW THE PIPE AND THREE INCHES (311) ABOVE THE PIPE, AND COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE EARTHWORK SECTION. T. MATERIALS TO BE FURNISHED CONTRACTOR SHALL FURNISH THE CITY/OWNER THE FOLLOWING MATERIALS AT THE END OF CONSTRUCTION, PRIOR TO THE POST -INSTALLATION MAINTENANCE PERIOD: TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINKLER AND VALVE SUPPLIED ON THE PROJECT. TWO (2) FIVE FOOT (51) VALVE KEYS FOR OPERATING ISOLATION VALVES. TWO (2) KEYS FOR EACH CONTROLLER. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVELS FOR EACH QUICK COUPLER VALVE INSTALLED. ONE (1) SET EACH APPROVED AS -BUILT AND RECORD DRAWINGS. TWO (2) SETS EACH APPROVED CONTROLLER CHARTS. U. AS -BUILT AND RECORD DRAWINGS 1. CONTRACTOR SHALL MAINTAIN AND KEEP UP TO DATE ONE (1) SET OF BLUELINES SHOWING THE "AS -BUILT" LOCATION OF MAJOR FEATURES OF THE PROJECT AND INDICATING CHANGES THAT MAY OCCUR DURING INSTALLATION. 2. PRIOR TO ACCEPTANCE OF THE WORK, CONTRACTOR SHALL FURNISH THE CITY/OWNER WITH ONE (1) SET OF REPRODUCIBLE TRANSPARENCIES AS THE RECORD SET SHOWING THE AS -BUILT DATA, OF A 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: POINT OF CONNECTION TO EXISTING WATER LINES. POINT. OF CONNECTION TO EXISTING ELECTRICAL POWER. IRRIGATION VALVES. ROUTING OF IRRIGATION PRESSURE LINES (DIMENSIONS, MAXIMUM 100' ALONG ROUTE). REMOTE CONTROL VALVES. ROUTING OF CONTROL VALVES. QUICK COUPLING VALVES. OTHER RELATED EQUIPMENT AS REQUESTED BY THE CITY/OWNER. 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 BEA PHOTOGRAPHIC PRINT WITH A DIFFERENT COLOR INDICATING THE AREA OF COVERAGE FOR EACH STATION. WHEN COMPLETED AND APPROVED, THE CONTROLLER CHARTS SHALL BE HERMETICALLY SEALED BETWEEN TWO (2) PIECES OF TRANSPARENT PLASTIC, EACH BEING A MINIMUM OF TWENTY (20) MILS THICK. W. OPERATION AND MAINTENANCE MANUALS PREPARE AND DELIVER FOUR (4) INDIVIDUALLY BOUND COPIES OF THE OPERATION AND MAINTENANCE MANUAL TO THE CITY/OWNER AT LEAST TEN (10) CALENDAR DAYS PRIOR TO ACCEPTANCE OF THE WORK. THE MANUAL SHALL INCLUDE DESCRIPTIVE MATERIAL OF EQUIPMENT INSTALLED AND SHALL BE IN SUFFICIENT DETAIL FOR MAINTENANCE PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. EACH COMPLETE, BOUND MANUAL SHALL INCLUDE THE FOLLOWING: INDEX SHEETS STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF LOCAL MANUFACTURERS REPRESENTATIVES. CATALOG AND PARTS SHEETS ON ALL MATERIAL AND EQUIPMENT INSTALLED. GUARANTEE STATEMENT. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS. 1.5-6865 Ph 1 LODSCApF RIOS No q c-� � ` ?� �`'° f � ` s cam*'► S nature ,k SEPT BER 30 2016 Ex a otion'D to J j9 to AF of C NO�p� D A T E AUGUST 26, 2016 SCALE N/A DRAWN BY MER CHECKED BY JR 00 nnn`"` mmloom `�\`` ggmi\ :;\ ' �. ;l, �,�\ a\ \ \. . . . . . . . . . m \ \t:' t w•:x\ 100011"A" i p, \ 4 ow im 0\0. p�NIMFFV�� by ��'+\�, \ \ • ` \�; \'*: 77 110 ti `ommmmmi \. T! • o '�y* : �.' allok 11111111 NIN"m. 10, MME sm 510 01 4FA Q ®��';:, 15 \\xffimm RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE 8. DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME LA JOLLA ESTATES TRACT 6865- PHASE 1 ORIOLE HOMES, INC. 5301 OFFICE PARK DRIVE, STE. 115 BAKERSFIELD, CA 93309 PHONE (661) 327-0912 S H E E T D E S C R I P T I O N R E V I S I O N S REVISIONS PER COB 8-23-16 REVISIONS PER COB 8-26-16 SHEET NUMBER L 1 70F 19 PROJECT NUMBER 16-313 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. \,0 RSCA joF': Rios *0 C-) LLj CL- _kl T!13 M JU _Ul 0 . 1� ;e � �\ 0 D A T E AUGUST 26, 2016 SCALE N/A DR A W N BY MER CHECKED BY JR Z' ME im mWW\\ mol'onEW vvm\ p\\\\ %\1 % 00, slo, %11 010\ a & 6 1 l\m\\6 q or 0mmmm'\ 10 -111 \01 W" % RMER", moffill 100011:1 m ffil is 1111010\1 \%" 0\ 10 low, 01% a % al". 1� 1101\111 mmo� NNOVE WN& M.- % m 4105 % ONE 4 W Wo W 001%, mmumm W 5111ma., -%. All as a o % F .26 NNUN. ..... o mm M me. INNEN ml mom" y. , kft 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 LA JOLLA ESTATES TRACT 6865- PHASE 1 ORIOLE HOMES, INC, 5301 OFFICE PARK DRIVE, STE. 115 BAKERSFIELD, CA 93309 PHONE (661) 327-0912 L S H E E T D E S C R I P T 1 0 N REVISIONS • REVISIONS PER COB 8-23-16 REVISIONS PER COB 8-26-16 S H E ET N U M B E R L180F 19 P R 0 J E C T N U M B E R 16-313 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. 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. 4. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS, AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS. 5. SAMPLES OF FERTILIZERS, SOIL CONDITIONERS, SEED, OR OTHER MATERIALS SHALL BE SUBMITTED TO CITY/OWNER FORTY-EIGHT (48) HOURS PRIOR TO INCORPORATION IN THE WORK. 6. AN AGRICULTURAL SUITABILITY AND FERTILITY ANALYSIS SOILS REPORT SHALL TAKE PRECEDENCE OVER THESE SPECIFICATIONS. B. PLANT MATERIAL QUALITY 1. PLANT MATERIAL SHALL BE IN ACCORDANCE WITH THE STATE DEPARTMENT OF AGRICULTURE'S REGULATIONS FOR NURSERY INSPECTIONS, RULES AND GRADING. ALL PLANTS SHALL BE OF NO. 1 GRADE AND HAVE A NORMAL HABIT OF GROWTH, AND SHALL BE SOUND, HEALTHY, VIGOROUS AND FREE OF INSECT INFESTATIONS, PLANT DISEASES, SUN SCALDS, FRESH BARK ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS. ALL PLANTS SHALL HAVE A NORMAL, WELL-DEVELOPED BRANCH SYSTEM AND VIGOROUS AND FIBROUS ROOT SYSTEM WHICH IS NOT ROOT BOUND AND IS FREE OF KINKED OR GIRDLING ROOTS. 2. NURSERY GROWTH STOCK SHALL BE SELECTED FROM HIGH QUALITY, WELL -SHAPED STOCK, GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE PROJECT LOCALE. MINIMUM ACCEPTABLE SIZE OF PLANTS AS INDICATED IN THE DRAWINGS SHALL CORRESPOND WITH THAT NORMALLY EXPECTED FOR THE SPECIES AND VARIETY OF COMMERCIALLY AVAILABLE NURSERY STOCK. 3. WHERE APPLICABLE, CALIPER SHALL BE THE DIAMETER OF THE TRUNK ONE FOOT (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 WITH APPLICABLE REQUIREMENTS OF THE STATE AGRICULTURAL CODE AND SHALL BE PACKAGED, FIRST GRADE, COMMERCIAL QUALITY PRODUCTS IDENTIFIED AS TO SOURCE, TYPE OF MATERIAL, WEIGHT AND MANUFACTURER'S GUARANTEED ANALYSIS. FERTILIZERS SHALL NOT CONTAIN TOXIC INGREDIENTS IN QUANTITIES HARMFUL TO HUMAN, ANIMAL, OR PLANT LIFE. WHEN REQUESTED, CONTRACTOR SHALL FURNISH THE CITY/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 ANDA 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 (1 ") 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) 1. FERTILIZING AND CONDITIONING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT AGRICULTURAL SUITABILITY REPORT. 2. IF AN AGRICULTURAL SUITABILITY REPORT IS NOT AVAILABLE, THE FOLLOWING AMENDMENTS, OR APPROVED EQUAL, SHALL BE MECHANICALLY SPREAD AND UNIFORMLY CULTIVATETHE FOLLOWING INTO THE SOIL. HUMATE SOIL CONDITIONER 45% HUMIC ACID IN GRANULIZED PRILLED FORM. (STABLE COMPOST) OR PASSIVE ORGANIC OMRI LISTED- APPLY 4 TONS PER ACRE OR 150-200 LBS PER 1000 SQ. FT. NO TILLING REQUIRED, RAKE OR DRAG INTO TOP 3-6 INCHES. LIVE EARTH 8-2-4 PRODUCT- NUTRIENT PAK WITH HUMATE AND IRON- APPLY Y2TON PER ACRE OR 20 LBS PER 011 SQ. FT. NO TILLING REQUIRED, RAKE OR DRAG INTO TOP 3-6 INCHES. COMPOST MATERIAL- NITRA FIR OR A GREEN WASTE PRODUCT. APPLY 2 TONS PER ACRE. THIS PRODUCT SHOULD BE APPLIED IN CONJUNCTION WITH ABOVE PRODUCTS. AGRICULTURAL GYPSUM- APPLY 1 TON PER ACRE, APPLY WITH ABOVE PRODUCTS. 3. RESULTING SOIL SHALL BE CLEAN, IN A FRIABLE CONDITION AND SUITABLE FOR PLANTING. H. WEED ABATEMENT OPERATIONS 1. THE IRRIGATION SYSTEM AND FINISH GRADE SHALL BE COMPLETED PRIOR TO WEED ABATEMENT OPERATIONS. 2. CONTRACTOR SHALL OPERATE THE IRRIGATION SYSTEM TO KEEP PLANTING AREAS UNIFORMLY MOIST FOR A PERIOD OF THREE (3) WEEKS (21 CONSECUTIVE CALENDAR DAYS). AT THE END OF THE THREE (3) WEEK PERIOD, CONTRACTOR SHALL SPRAY ALL VISIBLE WEEDS WITH A CONTACT HERBICIDE. APPLICATION METHOD SHALL BE AS RECOMMENDED BY MANUFACTURER. AFTER SPRAYING, PLANTING AREAS SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. REMOVE WEEDS FROM SITE. 3. WATER SEVEN (7) ADDITIONAL CONSECUTIVE CALENDAR DAYS FROM THE FIRST APPLICATION, AND APPLY A CONTACT HERBICIDE AS MAY BE NECESSARY. AFTER SECOND SPRAYING, WATER SHALL NOT BE APPLIED FOR AN ADDITIONAL FORTY-EIGHT (48) HOUR PERIOD. APPLICATIONS SHALL CONTINUE AT SEVEN (7) DAY INTERVALS AS DETERMINED BY THE CITY/OWNER. 4. CONTRACTOR SHALL APPLY SPRAY CHEMICALS WHEN AIR CURRENTS ARE STILL; PREVENTING DRIFTING ONTO ADJOINING PROPERTY AND PREVENTING ANY TOXIC EXPOSURE TO PERSONS WHETHER OR NOT THEY ARE IN OR NEAR THE PROJECT. 5. WEEDS AND DEBRIS SHALL BE DISPOSED OF OFF-SITE. 1. BACKFILL 1. BACKFILL SHALL " PROJECT • AGRICULTURAL SUIT. - REPORT; AND APPROVED BY THE CITY/OWNER PRIOR TO INCORPORATION IN PLANTING PITS. 2. IF A AGRICULTURAL SUITABILITY REPORT IS NOT AVAILABLE, THE FOLLOWING AMENDMENTS OR APPROVED EQUAL, SHALL BE INCORPORATED: LIVE EARTH HUMATE SOIL CONDITIONER PRODUCT @ 1 CUP PER GALLON PLANT MIXED WITH NATIVE BACKFILL J. INSTALLATION 1. STAKE PLANT LOCATIONS AND SECURE APPROVAL FROM THE CITY/OWNER BEFORE EXCAVATING PITS. EXCAVATED PITS SHALL BE AS INDICATED IN THE DETAILS ON THE DRAWINGS. DUST SIDES OF PITS WITH GYPSUM BEFORE BACKFILLING. 2. CONTAINERS SHALL BE OPENED AND REMOVED SUCH THAT THE ROOTBALL IS NOT INJURED. 3. WATER ALL PLANTING AREAS THOROUGHLY AFTER INSTALLATION OF PLANT MATERIALS. ADDITIONAL BACKFILL SHALL BE ADDED TO FILL VOIDS CAUSED BY WATER SETTLEMENT. K. TREE STAKING TREES SHALL BE STAKED AT TIME OF PLANTING AS INDICATED IN THE DETAILS ON THE DRAWINGS. L. GUARANTEE 1. CONTRACTOR SHALL GUARANTEE PLANT MATERIAL THROUGH ONE (1) FULL YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK. 2. REPLACEMENT PLANT MATERIAL SHALL BE OF THE SAME SPECIES, VARIETY, & SIZE AS ORIGINALLY PLANTED AND SHALL BE GUARANTEED FOR ONE (1) FULL YEAR FROM THE DATE OF RE -PLANTING. 3. COST INCURRED DUE TO REPLACEMENT OF DEAD OR DYING PLANT MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. END OF SECTION POST -INSTALLATION MAINTENANCE PERIOD A. GENERAL 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO PERFORM WORK DURING THE POST -INSTALLATION MAINTENANCE PERIOD, AS SPECIFIED HEREIN, INCLUDING BUT NOT LIMITED TO; ADEQUATE WATERING OF PLANT MATERIAL, REPLACING UNSUITABLE PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND OTHER PESTS. 2. CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING IS COMPLETED, UNTIL ACCEPTANCE OF THE WORK. 3. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DURING POST -INSTALLATION MAINTENANCE PERIOD SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. UNLESS STIPULATED OTHERWISE BY THE CITY/OWNER, THE POST -INSTALLATION MAINTENANCE PERIOD SHALL CONSIST OF A MINIMUM OF ONE YEAR OR (365) CONSECUTIVE CALENDAR DAYS. 5. POST -INSTALLATION MAINTENANCE PERIOD MAY BE EXTENDED BY THE CITY/OWNER IF THE PROJECT IS IMPROPERLY MAINTAINED, APPRECIABLE REPLACEMENT IS REQUIRED, OR OTHER CORRECTIVE WORK BECOMES NECESSARY. B. EXECUTION 1. ALL AREAS INCLUDING, BUT NOT LIMITED TO, TURF, GROUND COVER, AND CONCRETE FLATWORK, SHALL BE KEPT CLEAN AND FREE OF WEEDS, LITTER AND DEBRIS. 2. SUBSURFACE DRAINS AND CATCH BASIN GRATES SHALL BE KEPT CLEAR OF LEAVES, LITTER AND DEBRIS TO ENSURE UNIMPEDED PASSAGE OF WATER. DRAINLINES SHALL BE PERIODICALLY FLUSHED WITH CLEAR WATER TO AVOID BUILD-UP OF SILT AND DEBRIS. 3. BEFORE WEEDS EXCEED TWO INCHES (211) IN HEIGHT,'THEY SHALL BE REMOVED AND DISPOSED OF OFF-SITE. SERIOUS WEEDS SHALL BE SPOT SPRAYED AND LEFT IN PLACE FOR SEVEN (7) CALENDAR DAYS. AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) CALENDAR DAYS AFTER APPLICATION AND DISPOSED OF OFF-SITE. 4. IF THE CITY/OWNER NOTIFIES THE CONTRACTOR OF FAILURE TO CONTROL WEEDS AS SPECIFIED HEREIN, THE CONTRACTOR SHALL KILL ALL WEEDS WITHIN TEN (10) CALENDAR DAYS OF SUCH NOTIFICATION. THE POST -INSTALLATION MAINTENANCE PERIOD WILL BE EXTENDED FOR EVERY DAY AFTER THE TEN (10) CALENDAR DAYS UNTIL SUCH WEEDS HAVE BEEN KILLED. 5. CONTRACTOR SHALL TAKE APPROPRIATE STEPS TO ELIMINATE RODENTS. C. IRRIGATION SYSTEM 1. CONTRACTOR SHALL OPERATE THE IRRIGATION SYSTEM AUTOMATICALLY AND SHALL PROPERLY AND COMPLETELY MAINTAIN ALL PARTS OF THE IRRIGATION SYSTEM. 2. CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN SUFFICIENT QUANTITIES AND ADJUST WATER APPLICATION TO COMPENSATE FOR SEASONAL CONDITIONS. 3. COSTS INCURRED DUE TO REPAIR OR REPLACEMENT OF EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPLACEMENT PARTS SHALL BE IDENTICAL TO THE MATERIAL AND AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. D. SHRUB/GROUNDCOVER AREAS IF AN AGRICULTURAL SUITABILITY SOILS REPORT IS NOT AVAILABLE, GROUND COVER AREAS SHALL BE FERTILIZED WITH LIVE EARTH 8-2-4 PRODUCT OR APPROVED EQUAL EVERY FORTY-FIVE (45) CALENDAR DAYS, ATA RATE RECOMMENDED BY THE MANUFACTURER. E. TREES 1. IF REQUIRED, OR AT THE DIRECTION OF THE CITY/OWNER, TREES PLANTED AS PART OF THE CONTRACT SHALL BE PRUNED OR HEADED BACK, TO ELIMINATE DISEASED OR DAMAGED GROWTH, REDUCE TOPPLING OR WIND DAMAGE, MAINTAIN GROWTH WITHIN SPACE LIMITATIONS, MAINTAIN NATURAL APPEARANCE, DUE TO VANDALISM, AND TO BALANCE THE CROWN WITH THE ROOT STRUCTURE. 2. STAKING OF TREES SHALL BE CHECKED FREQUENTLY FOR DAMAGE, AND TO PREVENT CHAFFING OR GIRDLING. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DUE TO IMPROPER STAKING MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. AT THE REQUEST OF THE CITY/OWNER, WOUNDS OVER ONE AND ONE-HALF INCH (1 1/211) IN DIAMETER MAY BE SEALED WITH AN APPROVED TREE SEAL. 4. DEAD OR DYING TREES SHALL BE IMMEDIATELY REPLACED AT THE CONTRACTOR'S EXPENSE WITH MATERIAL OF THE SAME SPECIES AND SIZE AND GUARANTEED AS DESCRIBED IN THESE SPECIFICATIONS. 5. CONTRACTOR SHALL EXERCISE PREVENTIVE MEASURES WHEN USING STRINGLINE TRIMMERS NEAR TREE TRUNKS. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT OF TREES DUE TO IMPROPER MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. F. INSPECTION UPON COMPLETION OF THE POST -INSTALLATION MAINTENANCE PERIOD, CONTRACTOR SHALL REQUEST AN INSPECTION FOR ACCEPTANCE OF THE WORK PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE REQUEST SHALL BE MADE TO THE CITY/OWNER, A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO THE DATE FOR INSPECTION. END OF SECTION 1.5-6865 Ph 1 \ ANDSCApF RIOS o � cq Cx-_ Signature �. StOEMBER 30 2016 xp�rao 'on ate py Pcfte OF 0 D A T E AUGUST 26, 2016 SCALE N/A DRAWN BY MER CHECKED BY JR :` .: e,\w 101. \\N 1010107110 I'\\`\� \M `"+ k Wiffik \110 z%;. `g \ Ng +1;+' \\'i\i'\. op w .`, ko % EM ma INNER\, 21 lamm 1111 4',;'+•.',+'•v ;\���: •� \\`l �.:.':hvl`� �,, •\+.;:v,��+,`,; \' +`nom:\� ,,. .0 \ +'\\\m m\ \\ qqp �L �. hhh \c �, \ \\44.11, IM BIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE 8. DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME LA JOLLA ESTATES TRACT 6865- PHASE 1 ORIOLE HOMES., INC. 5301 OFFICE PARK DRIVE, STE. 115 BAKERSFIELD, CA 93309 PHONE (661) 327-0912 S H E E T D E S C R I P T IO N PLANTING SPECIFICATIONS R E V I S 1 0 N S REVISIONS PER COB 8-23-16 REVISIONS PER COB 8-26-16 S H E ET N U M B E R L190F 19 P R O J E C T N U M B E R 16-313 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. EAST PANAMA LANE 'dYDROZONE SUMMARY HYDROZONE SYMBOL DESCRIPTION /AREA HYDROZONE A- 24)441 SF A SHRUBS & GROUNDCOVERS IRRIGATED WITH BUBBLERS .......... ... ................ HYDROZONE 13- 1,225 SF ........ TREES IRRIGATED WITH DEEP ROOT BUBBLERS 3nN3AV vso(1[0aN9ocv ......... ........... . . ................. . . . .. .. .. . ---- .................. 3 nNg" VI(INVO . ............ N'. .......... ........ .... ......... EAST PANAMA LANE .................. *** ................. /w TOTAL LANDSCAPE AREA - 25,666 SF 1.5-6865 Ph 1 D A T E AUGUST 26, 2016 S C A L E 1 11=40' DRAWN BY MER CHECKED BY JR �i�Nkffl N Nm m IN! mommom p 10 w■\` :... '�vwm I& ggg\ x ......... w AM001511, m k 111011111 \g� g �\ %\ wxx- =0 orl 0 4 15 DO h m % % w "'adal\ J 000001, de isF, 0 momm �Xmmx\ m\Mw %g%'&�\gkm olw' gil ER 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 LA JOLLA ESTATES TRACT 6865- PHASE I ORIOLE HOMES, INC. 5301 OFFICE PARK DRIVE STE. 115 BAKERSFIELD, CA 93309 PHONE (661) 327-0912 SHEET DESCRIPTION 'RRIGATION 0 .dYDROZONE PLAN', - R E V I S 1 0 N S REVISIONS PER COB 8-23-16 REVISIONS PER COB 8-26-16 SHEET NUMBER OF 19 P R 0 J E C T N U M B E R 16-313 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. CONSTRUCTION LEGEND O CONCRETE CURB. COLOR: NATURAL GRAY REFER TO DETAIL C, SHEET L14. O SUMP FENCING AS PER COB DETAILS 'REFER TO DETAIL E, F, G SHEET L14. 0 MEDIAN AS PER COB DETAILS REFER TO DETAIL A SHEET L9. PRESENT WATERING RESTRICTIONS- 3 DAYS PER WEEK I is .ti4,�; IRRIGATION WIRE SLEEVE SCHEDULE WIRE SIZE 2" SLEEVE 2 1/2" SLEEVE 3" SLEEVE ............... I ..... ........ ............... ...................... Controller:. A ................................................ 1 28 :IRRIGATION CON'TROLLER. RUN TIMES ...... ...... -�n 32 14 AWG 25 WIRES 40 WIRES 56 WIRES ........ ......... ....... ............. :PLANT TYPE I SPRINKLER .......................................................................... ........................................................... DaysPerWeek:' 3 .......... .. ..... .......... ........ ...................... ....... ETA ............................... 8.6 AKc ........................... ...... PR RATE:' ..................... ............................ I E ................. ............ .......................... ..................... QUANTITY RUN : ........ ........... ................................... ................................................ i (HOURS) ........ RUN TIME OURS): 34 < :Shrub and Ground Covers: ................................................................................................. . ............................. Shrubs Bubblers ......... . .. . ........... .............. .............. ..................... 8.60 ....................... 0.50 ............................... > ............................... 2.67 ............ . ............. ................................................................................................. :0.81 ........ ............ ................... ............................. :0.15 5 . . . . . . . . . ............... . . . . ................................. 0.75 12 AWG 20 WIRES 33 WIRES 50 WIRES SLEEVES TO EXTEND 12" MINIMUM BEYOND THE EDGES ............ ......... .................. ........ ...... ............. .................. ............................. ................. ......... .... - ................. . ... .. ................ ........ ....... ..................... .......... .......... ......... .......... Tree,,B.u%b.b.i..e.rs......................................., • 1,93 0.81 :0.21 2 8,60 0.50 0.41 ....... ....... .......... ............... ....... ......... .......................... ................... ........... ......... ............. .......... .................... ................................................................ CYCLES PER DAY-:: ............... ...... ................................ ............ ...... ........... ..................... 1 ................................. .............. .............. .............. ............. ................. ........... ...... TOTAL NUMBER OF 0 N S:: .7 ..................... ............................... .......................................... .. ...... ........... . ........... OF PAVEMENT. ... ........ . .......... 11- ..................................... .......... .................. TOTAL RUN TIME IN HOURS:* 1.16 ............. ............ . ...... CALCULATIONS ABOVE ARE FOR THE WORST CASE SITUATION, (MONTH OF JULY) 2" PVC PIPE SLEEVE x, AI .... ....... ................ .......... . . ............. . .......... - GATE VALVE, .. ......... ....... .... . . ... ...... X TYP..ti .................. ............ . ...... ....... . ..... ... .. ..... ................................ . ........ 2 .......... 1�� ......... V4 6 .................. #717-11. -v wfi ...... . ........ .................. ............................. .......... ........... ...... ti .... .. ...... . ...... ......... . ....... . 5- 4" IRRIGATION MAINLINE SLEEVES, .... ...... ......... 7.- ...... ...... .................... 0 ....... .. . .. . ....... QUICK COUPLER, REFER TO IRRIGATION WIRE SLEEVE TYP. SCHEDULE FOR SIZING OF WIRE SLEEVE. 41 INSTALL PULLBOX, PULL AND PROVIDE 11/2" SHI;RU5 EXTRA FUTURE WIRES AND ONE COMMON WIRE FOR FUTURE EXPANSION OF SYSTEM. A.1 18 SEE C.O.B. GENERAL NOTES #20. 1" TRE LLJ 0 Lij W.. . . ..... ,»,......... ...... I 1 2 /2 A4 31 2 WIRRIGATION MAINLINE TYP. V) 11 ' ' ”' ""' �1 0/2 SHRUB ....... ............... .. .... INSTALL WITHIN PROJECT 3 ii\ 11 11 f/4 -A- ... ........ ..... ... . .............. ............. . ................ '/2 II III 1,2 II 11 4" PIPE SLEEVE A6 19 III II Ill SHRUB III EAST PANAMA LANE II ..... .......... . . I .... 1-1 ............. ......... ��Jlw mmm 111 OIL k a T.Tv! 09"I'hiii, �• 2" WATER METER STATIC WATER PRESSURE- 55 PSI 2" RP BACKFLOW PREVENTER 12 STATION CONTROLLER MAXIMUM FLOW DEMAND- 41 GPM POINT -OF -CONNECTION B 1" WATER METER STATIC WATER PRESSURE- 55 PSI 1" RP BACKFLOW PREVENTER 12 STATION CONTROLLER MAXIMUM FLOW DEMAND- 14 GPM ffif.", 19: 12 VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER 1 10 VALVE SIZE DRIPS SYSTEM DESCRIPTION REFER TO SHEETS L5 & L6 FOR SHRUB IRRIGATION PLAN. REFER TO SHEET L7 FOR IRRIGATION LEGEND. REFER TO SHEETS L7 & L8 FOR IRRIGATION DETAILS. REFER TO SHEET L9 FOR CITY OF BAKERSFIELD NOTES. --7 I.i 0 UJI CID ... ....... UJI U -i.. ........ . ...... ............ . ......... Ilk. ♦............ . . ......... . . ........... ............. . . . . . . . . . . . .............. ..... \% ............. . .......... ....... ......... ..... . . 7 . . ......... .. . . ......... - - - - - - - . ....... ...... ........... A .............. ......... �g ................ ............ .1111.11.1,� ............ ........... \ .. . ..... ........ .......... . ......... . ... ............... - ....... .......... . ..... ..... ....... -f% % .. ........ �G .,p . . ......... .. ........... ..... ......... . - ............ . ............ ...... ................ ............................... . .......... ....................... .... . ...... .......... .... . . ..... . ................... \ ............... .................................. ....... ................ %1�1 ........... ...................... .......... .......... . ....................... .................................. ...... I �11_ ......... .. % .............. .......................... ........... .... . .............. ...... Y2 < I9 IRRIGATION MAINLINE, TYP. :2: L:.IT EE INSTALL WITHIN PROJECT LANDSCAPE AREA AS PER COB„ PLANTING DETAIL SHT L14. ........ . .......... . ...... .... .......... . . . ....... ...... .............. .... . . . .... ... ...... .............. .......... ............. .. ........... FUTUREMEDIAN . ............... ...... . .. .... ....... ... ......... ........ .... ............. ....... ............ ............. .... ....... ...... ........... INSTALL PULLBOX, PULL AND PROVIDE EXTRA FUTURE WIRES AND ONE COMMON WIRE FOR FUTURE EXPANSION OF SYSTEM IN MEDIAN. SEE C.O.B. GENERAL NOTES #20. ...... ........ .... .. .... ............ . ..... . . .... ........ ,.• .,,..:. ... t , .. ...... ....... .. ....... ...... 2 \ \ : MATC LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L14. FUTURE MEDIAN ............ ............. . ....... ... . ...... ..... ............. .... .......... - - - ------------- ............. ............. ........ % ... .............. ............. ....... ......... -EAST' P NAMA ... LANE LI HLINE, SEE SHEET L4 1.5-6865 Ph 1 . . . . . . . . . . mow` W, .0 1 1 1 I r r—% f I A A rm1k 20 21 21/2 23 I is .ti4,�; olot 27 1 28 29 30 -�n 32 LU 44 43 42 41 40 t! .. .... ......... 37 36 35 34 < 1.5-6865 Ph 1 . . . . . . . . . . mow` W, .0 1 1 1 I r r—% f I A A rm1k 20 21 23 2 4 25 1 26 27 1 28 29 30 -�n 32 45 44 43 42 41 40 39 38 37 36 35 34 33 48 51 52 53 1 54 55 56 57 58 -: 60 n 73 1\_� 72 71 70 69 W 67 AWJI 65 65 I 64 63 62 61 vODSCAPF t. RIOS 0. C) Vignature ---A SEPTBER i30, 2016 E to ,Q at OF C N\ D A T E AUGUST 26, 2016 SCALE 111=201 DRAWN BY MER CHECKED BY JR m g 01 \m qq\ amm I& 1\0 we 0106\1 � Oft \6 F kk \\b gw ti\\ �v ■ AS&kk, auf ON .110011 WON 0 0 `0\01\0\0 0 N 1011N \\\\\'X % 1% V lip mmm=K� E 01 X M INO NEL, M 11100 Ag \,�mmmpg ovimi.\im 0 IN XON, 10 1000, M\0 ti 'm ma ME 10111111111111 - 1posim- '41 iik. RI OS D ESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com I 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME LA JOLLA ESTATES TRACT 6865- PHASE 1 ORIOLE HOMES, INC. 5301 OFFICE PARK DRIVE, STE. 115 BAKERSFIELD, CA 93309 PHONE (661) 327-0912 SHEET DESCRIPTION TREE IRRIGATION PLAN R E V I S 1 0 N S REVISIONS PER COB 8-23-16 REVISIONS PER COB 8-26-16 S H E E T N U M B E R . OF 19 PROJECT NUMBER 16-313 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. CONSTRUCTION LEGEND O CONCRETE CURB. COLOR: NATURAL GRAY REFER TO DETAIL C, SHEET L14. O SUMP FENCING AS PER COB DETAILS REFER TO DETAIL E, F, G SHEET L14. O3 MEDIAN AS PER COB DETAILS REFER TO DETAIL A SHEET L9. IRRIGATION WIRE SLEEVE SCHEDULE WIRE SIZE 2" SLEEVE 2 1/2" SLEEVE 3" SLEEVE 14 AWG 25 WIRES 40 WIRES 56 WIRES 12 AWG 20 WIRES 33 WIRES 50 WIRES SLEEVES TO EXTEND 12" MINIMUM BEYOND THE EDGES OF PAVEMENT. POINT -OF -CONNECTION B 1" WATER METER STATIC WATER PRESSURE- 55 PSI 1" RP BACKFLOW PREVENTER 12 STATION CONTROLLER MAXIMUM FLOW DEMAND -14 GPM WATER PURVEYOR: CAL WATER ■ 2 ®. ...... ...... ...... ...... ...... ..... ....... ....... ...... ...... ....... ...... ...... ...... ..... ..... ...... ....... .... ...... ...... ..... . ...... ...... ....... .... ....... ....... ....... ...... . . . ... ...... ...... ... . . ...... .. ...... . . ...... ...... IRRIGATION CONTROLLER AND ENCLOSURE RAIN SENSOR C11) ....... ...... ...... ...... ....... ....... ...... ....... ....... ...... ...... ': ...... ........ ...... ...... ....... ....... ...... ....... ....... ...... ...... ....... ........ ...... ....... ...... ...... ....... ....... ...... ....... ....... ....... ...... ...... ....... ...... ...... ....... . ..... ....... ...... . ... ...... ...... . ... ....... . ...... .. . . ...... ...................... ............. ........... 11'. ..., ..... I.".."-"","........,..........,.....,...,....-..,.-.. , -.".-.,'I ...... =. .n. ..-......-.. ..n n .. ........ ................................................ .................. .. ............ . . LU 64 ................................ ........................................................ .... . . ...... .............. ....... . ............. ... R- ............................... .......... ........ . ...... ..... ...... . . . ...... . . ....... . ........... ..... .............. ........... ......... .. n -v .... ..... .... ........... MT- . ....... ...... n POINT -OF -CONNECTION A 2" WATER METER STATIC WATER PRESSURE- 55 PSI 2" RP BACKFLOW PREVENTER 12 STATION CONTROLLER MAXIMUM FLOW DEMAND- 41 GPM WATER PURVEYOR: CAL WATER I VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER I 10 VALVE SIZE C>FRIF--'&- SYSTEM DESCRIPTION V....... .. A - .......... .......... .............................. ................ - ..... --------- I" ........... .... . I - ... ................ ....... . ... . . 1- 111%, ......... . ...... ...... .............. ......... ...... ........... - ............. ................ ........... . ......... -A ..... .......... . ............. A . ........... - ................... V ......... . ........... - - -------- ........................ ....... ...... . ............. ...... ..................... ........... ................ . . ........ ..... .......... .............. ... . .......... ........................ . ......... ... .... ... . ......... ........... ........... "I ...... ....... ........... ...... ........ Ix . ....... - ................................................... ...... % ......... ................. Uj ........... \'.- .................. ........... . ........ I % . .................. ....... ....... ...... I... . -11--. - I.- ................ -- - - ------ - -- . ....... ...... ................ ....... % .......... .. ........... ........... .......... ...... ....... ............. 11 ... . ...... ......... 2 .......... ... . ........ --- - - ------ - -- . ...... .... . .... . ..... -- - ------ - ... . ... C/) ..... . . ........... ........... ........... " ......... . ....... .... . ..... ...... . ...... . 211 . .... ...... .. . ...... ........ ...... ...... ... . ... U.j 2 if /77\ 3 211 A] 21 2 s. 2 EZ FS MV 11/2 \-IRRIGATION MAINLINE, TYP,..,-..- 11/5HRU5 _ ,4 ITHfff'PROJECT GATE VALVE, TYP. I.NSTAL-L W T R E E S 1 G '17 ...... IRRIGATION MAINLINE, TYP. 4" IRRIGATION MAINLINE SLEEVES, FERTIGATION UNIT LANDSCAPE AREA. SEE COB U INSTALL WITHIN PROJECT REFER TO IRRIGATION WIRE SLEEVE 11-- 1 .% • ... 1-.11 F%L0Wb-S-ENS'OR`-' DETAIL SHT L14 LANDSCAPE AREA AS PER SCHEDULE FOR SIZING OF WIRE SLEEN MASTER VALVE COB PLANTING DETAIL SHT L14 LIMIT )F WORK 'H • � l ...... ... . .... 2 • ,� ' L1J Uj > i. < < U: ,:±` ` ��' `•� .••,mak``*+• . .................. ................... -- ...... I ............................... ti, ,� `� k '•tib, `•• . . . . ................................ .......................................... ..... ...... ......... ........... ......... x 14 .......... . . .. . ........ ........ ................ --'- . . ................ . . .. . ............... . . . . . ................ . IRRIGATION MAINLINE, TYP. INSTALL BEHIND SIDEWALK WITHIN PROJECT LANDSCAPE ESTAVEZ STREET ............. ......... ....................................................... ...... - . ........ ................. ............. ...... ... ............ ................. . ............ ......... % ........... ... ......................... .... ....... AREA AS - PER -COS-PLANTI'NG. DETAIL SHT L14. ..................................... ....................... ........ I .................... - ..................... .............. -- ..................... I.- ..................... .. I .......................... I ...................... .................... I ....... ..... ............................... .............................................. ..................... .................. ........ ............ .............................. I-- ........... ....................... I ...... - ......................... ................... I ........... ........................ ........................................................................ .... --2-1 .......... . . . .................... ........... . .... 2 ....... ...... ...... ...... ...... ...... ....... ...... ..... ...... ...... .... ..... ...... ... .. ....... ...... ... ...... .... ....... ....... ...... ...... ...... ....... ... ...... ....... .. ..... ...... ...... ...... 2 .............. . ....... .. ....... .... ...... ....... .... ....... ...... ...... .... ...... . . .. ....... .... ...... -�j ...... ...... ... . ...... Ii o SPAR ............................. .. ......... IRRIGATION PRESSURE CALCULATIONS Static Pressure: 55.00 LU 1 Max. GPM Demand: 27.00 41.00 01.40 Units Size 7-1 GPM Unit PSI Loss 1 211 Disc Water Meter 27.00 00.00 1 211 LIMIT OFI WORK 12.00 1 LIMIT )F WORK 'H • � l ...... ... . .... 2 • ,� ' L1J Uj > i. < < U: ,:±` ` ��' `•� .••,mak``*+• . .................. ................... -- ...... I ............................... ti, ,� `� k '•tib, `•• . . . . ................................ .......................................... ..... ...... ......... ........... ......... x 14 .......... . . .. . ........ ........ ................ --'- . . ................ . . .. . ............... . . . . . ................ . IRRIGATION MAINLINE, TYP. INSTALL BEHIND SIDEWALK WITHIN PROJECT LANDSCAPE ESTAVEZ STREET ............. ......... ....................................................... ...... - . ........ ................. ............. ...... ... ............ ................. . ............ ......... % ........... ... ......................... .... ....... AREA AS - PER -COS-PLANTI'NG. DETAIL SHT L14. ..................................... ....................... ........ I .................... - ..................... .............. -- ..................... I.- ..................... .. I .......................... I ...................... .................... I ....... ..... ............................... .............................................. ..................... .................. ........ ............ .............................. I-- ........... ....................... I ...... - ......................... ................... I ........... ........................ ........................................................................ .... --2-1 .......... . . . .................... ........... . .... 2 ....... ...... ...... ...... ...... ...... ....... ...... ..... ...... ...... .... ..... ...... ... .. ....... ...... ... ...... .... ....... ....... ...... ...... ...... ....... ... ...... ....... .. ..... ...... ...... ...... 2 .............. . ....... .. ....... .... ...... ....... .... ....... ...... ...... .... ...... . . .. ....... .... ...... -�j ...... ...... ... . ...... Ii o SPAR ............................. .. ......... IRRIGATION PRESSURE CALCULATIONS Static Pressure: 55.00 GPM Unit PSI Loss 1 Max. GPM Demand: 27.00 41.00 01.40 Units Size Type Description GPM Unit PSI Loss 1 211 Disc Water Meter 27.00 00.00 1 211 Bronze RP BFP 27.00 12.00 1 1-1/2" Plastic Master Valve 27.00 03.50 1 1-1/2" Plastic Flow Sensor 27.00 01.00 1 211 Brass Gate Valve 27.00 00.10 1 211 Brass Gate Valve 27.00 00.10 390 211 Sch. 40 Main Line 27.00 02.17 1 1-1/2" Plastic Control Valve 27.00 03.50 24 3/4 Sch. 40 Lateral Line 01.00 00.03 30 3/411 Sch. 40 Lateral Line 02.00 00.12 30 3/4" Sch. 40 Lateral Line 03.00 00.25 24 3/411 Sch. 40 Lateral Line 03.00 00.20 33 3/411 Sch. 40 Lateral Line 04.00 00.47 27 3/411 Sch. 40 Lateral Line 05.00 00.58 26 3/411 Sch. 40 Lateral Line 06.00 00.78 26 3/411 Sch. 40 Lateral Line 07.00 01.04 5 1-1/4" Sch. 40 Lateral Line 18.25 00.10 10 1-1/2" Sch. 40 Lateral Line 27.00 00.19 Misc Loss: Fittings Allowance 01.19 Total Pressure Req'r: Component Losses: 27.32 Station #: 1 Min. Req'r by Head: 15.00 Farthest System 5.0' Elevation Loss: 02.17 Total Pressure Req r: 44.49 Residual Pressure: 20.52 1.5-6865 Ph 1 Static Pressure: 55.00 Max. GPM Demand: 41.00 REFER TO SHEETS L5 & L6 FOR SHRUB IRRIGATION PLAN. REFER TO SHEET L7 FOR IRRIGATION LEGEND. REFER TO SHEETS L7 & L8 FOR IRRIGATION DETAILS. REFER TO SHEET L9 FOR CITY OF BAKERSFIELD NOTES. .. ............... ........... . -2'' PVC PIPE SLEE-V- L.......... ♦ .......... `. ` X N. 1jL ■ `mow........... N ......................... .... ............ .......... ............ . .......... ......... ti ........ . . .......... .... -..- ......... ........... ...... ..... 2-.14 . . . . ........... . ...... ........ P QUICK COUPLER, TYP. INSTALL PULLBOX, PULL AND PROVIDE EXTRA FUTURE WIRES FOR FUTURE EXPANSION OF, SYSTEM. SEE C.O.B. GENERAL NOTES #20. Units Size Type Description GPM Unit PSI Loss 1 211 Disc Water Meter 41.00 01.40 1 211 Bronze RP BFP 41.00 12.00 1 1-1/2" Plastic Master Valve 41.00 03.50 1 1-1/2" Plastic Flow Sensor 41.00 01.00 1 2-1/2" Brass Gate Valve 41.00 00.02 825 2-1/2" Sch. 40 Main Line 41.00 04.19 1 1-1/2" Plastic Control Valve 41.00 03.50 24 3/4" Sch. 40 Lateral Line 01.00 00.03 24 3/4" Sch. 40 Lateral Line 02.00 00.09 24 3/4" Sch. 40 Lateral Line 03.00 00.20 24 3/4" Sch. 40 Lateral Line 04.00 00.34 24 3/4" Sch. 40 Lateral Line 05.00 00.52 24 3/4" Sch. 40 Lateral Line 06.00 00.72 24 3/4" Sch. 40 Lateral Line 07.00 00.96 24 1" Sch. 40 Lateral Line 08.00 00.38 5 1-1/4" Sch. 40 Lateral Line 20.50 00.12 5 211 Sch. 40 Lateral Line 41.00 00.06 Misc Fittings Allowance 01.52 Component Losses: 30.55 Station #: 7 Min. Req'r by Head: 15.00 Highest GPM System 5.0' Elevation Loss: 02.17 Total Pressure Req'r: 47.72 Residual Pressure: 07.28 0 14 1Z 18 17 16 15 N 13 SALAZAR AVENUE 19 LU W K 46 47 74 � � aovov� 20 21 22 23 1 24 25 26 27 28 29 30 1 31 32 45 44 43 42 41 40 39 38 37 36 35 34 33 CORREGIDORA AVENUE A SAMAN I I N 10 DSCApF RIO lei i6nature SET MBER- 0 2016 E i'ate Date OF CNU� D A T E AUGUST 26, 2016 50 511 521 53 541 551 56 57 58 59 60 73 72 71 70 69 68 67 66 65 64 63 52 1 61 A SAMAN I I N 10 DSCApF RIO lei i6nature SET MBER- 0 2016 E i'ate Date OF CNU� D A T E AUGUST 26, 2016 SCALE 1 11_201 DRAWN BY MER CHECKED BY JR g 01, \0�1 10 llmw om -0 onvie NX M� 100 , 00 I M4 .Ml 1\10\km� 'M 0 \0 %N ti I S11 100%51 N NOW N, XNNNN W, M 0, MEN \ 101 \ NE lx K 00 Rom M 1111\0\001' INS 000 N W P d 0ti dd I 0 N01 %W amas iman , \gg r 1101 I \110016 \`'Ati 1�xng moNEM01 "I %\'%% \ 'X%% 0 00i., I 0 t,t�`�\ MEMO IMMM 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 LA JOLLA ESTATES TRACT 6865- PHASE I ORIOLE HOMES, INC. 5301 OFFICE PARK DRIVE, STE. 115 BAKERSFIELD, CA 93309 PHONE (661) 327-0912 S H E E T D E S C R I P T 1 0 N TREE IRRIGATION PLAN REVISIONS REVISIONS PER COB 8-23-16 REVISIONS PER COB 8-26-16 SHEET NUMBER OF 19 P R 0 J E C T N U M B E R 16-313 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. �emjrll �4 .. ....................................................................... ....... .,...........,,.,......t„ .. cr. ........ ..................................... .......................... ......................................... 01-A 3: U. om ■ ....................... L 3/4 3/4 3/ In CONSTRUCTION LEGEND O CONCRETE CURB. COLOR: NATURAL GRAY REFER TO DETAIL C, SHEET L14. O SUMP FENCING AS PER COB DETAILS REFER TO DETAIL E, F, G SHEET L14. O IRRIGATION WIRE SLEEVE SCHEDULE WIRE SIZE 2" SLEEVE 2 1/2" SLEEVE 3" SLEEVE 14 AWG 25 WIRES 40 WIRES 56 WIRES 12 AWG 20 WIRES 33 WIRES 50 WIRES SLEEVES TO EXTEND 12" MINIMUM BEYOND THE EDGES OF P*MWA-S PER COB DETAILS I REFER TO DETAIL A SHEET L9. POINT -OF -CONNECTION B 1 " WATER METER STATIC WATER PRESSURE- 55 PSI 1" RP BACKFLOW PREVENTER 12 STATION CONTROLLER MAXIMUM FLOW DEMAND- 14 GPM WATER PURVEYOR: CAL WATER POINT -OF -CONNECTION A 2" WATER METER STATIC WATER PRESSURE- 55 PSI 2" RP BACKFLOW PREVENTER 12 STATION CONTROLLER MAXIMUM FLOW DEMAND- 41 GPM VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER 10 VALVE SIZE III DR11=4 SYSTEM _G DESCRIPTION PVC PIPE SLEEVE R RI K I ■......... . . ......... x1/4 kl� 8 1% ....... . .......... 411 l ........... .......... ....... J!.... .................... ♦ ./x 311 ............ .. . .................. . ............. ................ ............ ............ 2t` .. . .... '0 7 ................ ............... . ..... %ld� N11 K, 77- V ... 19 ....... ... . ......... ...... 0 7% . .... . .................... AA . .. ........ .. ............ ....... -3/4 REFER TO SHEET L3 & L4 FOR TREE IRRIGATION PLAN. REFER TO SHEETS L7, L8 & L9 FOR IRRIGATION LEGEND, DETAILS AND NOTES. _".-All 7'. -Al 7, 7 ....................... . . .............. . . . ......... J 777 ............. ............... LLj .......... - - ---------- ........ .. . ..... S ......... .... .. ..... Ica .......... ..... ....... ....... ...... . .. ............ ....... ....... - --- - ---- --- .................... g ".`:1.1 ......... ....... . ... ...... ................ . . ........ ....... . . ...... ............... . . ........... * ..... ................ . --, - ......... Z�z,�ttt 07 _ " * .... ..... . ........... ................... ......... . .. ......... .................... ...... ............................................ . . .. . . A5 ........ ...... ........ . ..... ILU 4" IRRIGATION MAINLINE SLEEVES, A(o 41 29 uj REFER TO IRRIGATION WIRE SLEEVE SCHEDULE FOR SIZING OF WIRE SLEEVE. , 11 /F;HRU5 \.�JTREE IRRIGATION MAINLINE, TYP. W III INSTALL WITHIN PROJECT NZ:TREE LANDSCAPE AREA SEE COB DETAIL SHT L14. SIGH, 26 A$ "4"U" EAST PANAMA LANE j< . . ......... ....... . . . ......... p .. ........ ......... . . . »»:,. .......... . ...»:.,............... .. ...... . .... ............. ......». ............. ....... .... .......... - - - -------- ........... ........».........,..... ...... . ..... ...... - - ---- .......... . ............ ......... .. . . ........... .......... I N. .......... ............ . %� ................ .......................... ...... .......... - - --------- ............ ........ ... .. .. ... .............. ..... ...... ............. . .......... .......... ......... ............. ...... .................. ■ . ......... MATCHLINE, SEE SHEET L6 A4 31.5 ,,0 11/2 HRUB . ........ IRRIGATION MAINLINE, TYP. INSTALL WITHIN PROJECT ...... LANDSCAPE AREA SEE COB DETAIL SHT L14 ........... - --- - - L ........... .. ........... L.L . ...... ... .......... . ... .......... _ \ - ... EAST ... PANAMA LRN 1.5-6865 Ph 1 47 74 ..... . . . . . . . . . . . . . . . . . . .......... W r-%/ L A A E2 000�10om00E�0 AUGUST 26, 2016 SCALE 1"-20' DRAWN BY MER CHECKED BY JR ��o0�ee00000� a����000�ccoo jOGo10o0001EE0 AUGUST 26, 2016 SCALE 1"-20' DRAWN BY MER CHECKED BY JR ��o0�ee00000� X MAP ,.O� �N0SCA pF RIOS mihm6o u SEPTEMBER 30. 2016 it Dote of F C M. \� D A T E AUGUST 26, 2016 SCALE 1"-20' DRAWN BY MER CHECKED BY JR 000, 111111111, M\l\ '1 1 111111111 swUl . 0M E 1�%MNIRV a itmumm" EN, lubb"O % VM\ % R � N 2 N 0 40 \,\NN\l 11\0 1111111 Is p. 'i mbl ti% % x % m 011 NINON Ell \001 1 11101 NO• lawl R0\0K 't, \Wd* WN wu M "wo 11WMIX tt� \- 1%011 . 'I I - I IvIgNp A!qg@, 44 milliN immmm' i". mm,m� 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 LA JOLLA ESTATES TRACT 6865- PHASE 1 ORIOLE HOMES, INC. 5301 OFFICE PARK DRIVE STE. 115 BAKERSFIELD, CA 93309 PHONE (661) 327-0912 S H E E T D E S C R I P T 1 0 N REVISIONS REVISIONS PER COB 8-23-16 REVISIONS PER COB 8-26-16 S H E T N U M B E R OF 19 PROJECT NUMBER 16-313 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. CONSTRUCTION LEGEND CONCRETE CURB. IRRIGATION WIRE SLEEVE SCHEDULE WIRE SIZE 2" SLEEVE 2 1/2" SLEEVE 3" SLEEVEO 1 POINT -OF -CONNECTION B 1" WATER METER POINT -OF -CONNECTION A 2" WATER METER COLOR: NATURAL GRAY REFER TO DETAIL C, SHEET L14. STATIC WATER PRESSURE- 55 PSI 1" RP BACKFLOW PREVENTER STATIC WATER PRESSURE- 55 PSI 2" RP BACKFLOW PREVENTER 14 AWG 25 WIRES 1 40 WIRES 56 WIRES DOo0�e�0�000� c�����oo�o�co O SUMP FENCING AS PER COB DETAILS 12 AWG 1 20 WIRES 33 WIRES 50 WIRES 12 STATION CONTROLLER 12 STATION CONTROLLER SLEEVES TO EXTEND 12" MINIMUM BEYOND THE EDGES REFER TO DETAIL E, F, G SHEET L14. MAXIMUM FLOW DEMAND- 14 GPM MAXIMUM FLOW DEMAND- 41 GPM 3O MEDIAN AS PER COB DETAILS OF PAVEMENT. WATER PURVEYOR: CAL WATER WATER PURVEYOR: CAL WATER REFER TO DETAIL A SHEET L9. MATCHLINE, SEE THIS SHEET BELOW • I »a..,, ...... ....... ....... ... ....... ... ...... ... ...... ............ ...... ........... . . . . . . .... ...... . ...... . ....... ...... J ■ ...... .... .... ...... ....... ...... ...... ....... ...... ...... ...... ....... . .... .... - ...... ...... ...... ...... ...... ...... ...... ...... ...... ..... ...... ...... ...... ....... ... ... ...... ...... ....... - .... .. ...... .... .. ......... - . . ...... . ... ... ....... . ...... ...... w ...... . ...... F— ......... ........ 3z ii .......... --- !4 ............... .... 1.41 J!" . ........... . . .. ............. ....... - .......... . ....... .......... ......... Ni ... ........... ,w ........... . ............ N . ........... .......... .. ........... . ....... . . . . ... ............... . ...... ... ............. .......... .............. ................ . . . . 7 - --------- ....... ......... . . .... ............. . .......... . ..... .... . ..... ♦ . ..... ...... .......11 ... ...... . .......... . . . ...... NW! .......... . .......... 4 ,aa. ........ % ........... . ,Z 0, ...... k7.,v ...... k ....................... ............................. . ...... ......... 3 `44 \3/4 11 7, UJI11 ....... .......... ............. ....... . . ............. ............. .............................. ................. . ..... ........ /4 aaa ........... ...... .............. .... . ...... ........ ...... .. . .......... . ........ .......... ........ .............. ........... .. . . ...... . . ............ 3 . ................ ...... . . ........... . . ......... ........... .......... ................. .... ...... ............... . ........... - /4 2 ......... . . ...... ........... ........... ....... ....,,,..,.»,........ . - — ------ W A3 ...... ......... . ... . .... . t I 29.3 ......... - EZ FS MV . ......... 11 E 1....... TREE IRRIGATION MAINLINE TYP. -,-W.AT-ER P.O. C".---** I REFER TO SHEET L4. INSTALL WITHIN PROJECT LANDSCAPE AREA SEE COB < DETAIL SHT L14 ............................................... ........... ...... ...... .......... ...... ... .... ......... .......................................... ------------ .......... ......... ..................... ........ ........... ■�a ............................. ....... .... .................... ................................................ ......... ... ......... SPARKS,STREET............................*"*'** . ......■ LIMIT OF WORK iiiii m ME VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER 1 10 Ill VALVE SIZE 16 DRIPS SYSTEM DESCRIPTION 0 1 uj C/) IMIT OF WOR V4 Al \2a 1'/z 11 SHRUB 3 \ /4 uj Z �` / LLj .. .. ...... < < Cie 0 < i Lu u z Lu: % Z 2 ' 1 Lu k 0: U: < .,, ..... ............... .......... ............................. ............. ................................................... ....... - .................. ....... ................................ ............. .............................. ...................... ............................ ........... .......... ...... ...... ....................... ......... ......... ... ..... ...... . . ................. N....... .. .. . ................. ........................................................... .............. ............................... ........ ........................ ............................... ....................................... . . ........ .................. . ......................... ........... ........ ........ ...... ....... ..................... ...... IRRIGATION MAINLINE, TYP. INSTALL BEHINDSIDEWALK Q,J 'N ESTAVEZ STREET WITHIN PROJECT LANDSCAPE .................. ........ •- -- - — ------------- ................. ........... - ............................ . . ................... - - — - - - -------- AREA PER COB .. f)t%%-T%A-IL ... SHT%-- L 14 ..... 14 51 111 SHRU 1 11 . FS MV ................ .............. ...... ....... ---- — ----- ...... ............. ------- - . . . .......... . ....... ... . ...... . ........ ...... . .. . .... . ..... .-�e ............. ... . ............ . ............... ............. .......... ....................................... . .......... ............ 3 ............ ....................... ......... .... ..... ....... ... ... ........ ................... ........... ...... .............. ......... ......................... ...... .............. ................................... ................. ... .......... .. .. ......... .................... (4o� ......... ............................... ee-0 .......... . _ . .. ......... ........ ........ N, % ................. .......... . ..... 4 .... ........ ......... .... .... . ..... . .................................. ........................................... ......... 3/4 LL. 0 2 «,,,, »,», ,,,,,, ,,,,,, »»,. »», »» ,»», »»,+ »»,. ,,,», ,++», ,»,». ,,»„ . ».... ,»,...» ....... ..... ------ »,........ »:a., ....... ....... ...... ....... ...... \. • _ , IIS .10 P777" . ........... ...... .. ... . .. . .... .... . ...... ......... .... ...... . . . .......... m m 0 .. MA TCHLINE, SEE T IS SHEET ABOVE .. ....... ...... ...... ...... ....... .... ....... ... ....... ...... . ...... ...... ....... ...... .... . ...... ....... .... ....... ...... ...... ...... ..... ....... ....... ..... ...... . .. ........ ....... » I, . ........ . . ...... . ...... 1.576865 Ph 1 L N REFER TO SHEET L3 & L4 FOR SHRUB IRRIGATION PLANS. REFER TO SHEETS L8, L9 & L10 FOR IRRIGATION LEGEND, DETAILS AND NOTES. 2" PVC PIPE SLEEVE j 2 311 4" IRRIGATION MAINLINE SLEEVES, REFER TO IRRIGATION WIRE SLEEVE ■ SCHEDULE FOR SIZING OF WIRE SLEEVE. .......... I .... ... ........ ... ...................... .. ........... ............................. 1Z r!!!\f L A A rb aoo�000m000�o DOo0�e�0�000� c�����oo�o�co GOO�o0oC01oG� DOo0�e�0�000� NDSCA p .V RIOS x 0. 16t -m ra-M f:!�� Irs® SEPTEMBER 30. 2016 E o Date ot 0 D A T E AUGUST 26, 2016 SCALE I 11_201 DRAWN BY MER CHECKED BY JR m a o m sx� m x %m m m \ m % 0\01, VON,\ im go \\v mm ov M '11110, \ w 00 I, KIM, �., 101005 v11mS\R x - gg & ■ 110,0001 wom %\mi m w �pp �. �\p % V 11001 m1m E.EE 61400 ma \w \\\\\g. mw 'E El m ft N 001:11111 % IM Is x MMA • vvMOM 0\10 ak \ x 4topmm 0 E Mzl a sm % d" 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 LA JOLLA ESTATES TRACT 6865- PHASE 1 ORIOLE HOMES, INC. 5301 OFFICE PARK DRIVE, STE. 115 BAKERSFIELD, CA 93309 PHONE (661) 327-0912 S H E E T D E S C R I P T 1 0 N q REVISIONS REVISIONS PER COB 8-23-16 REVISIONS PER COB 8-26-16 SHEET NUMBER OF 19 P R 0 J E C T N U M B E R 16-313 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. > t. M I SCALE: NTS SENSOR............................ ........ .......................... ...... ............. ............ ....... .............. ................... .................................................. RRIGATION CONTROLLER 0 RAIN AND VANDAL RESISTANT• - PER LEGEND 0 WIRE TO IRRIGATION CONTROLLER ©CONTROLLER ENCLOSURE- LEGEND - CONTROLLER- 0 POURED CONCRETE PER DETAIL'A', THIS SHEET. (D FINISH GRADE V % SCALE: NTS 0 CONCRETE -.. TO BE LARGER THAN THE :. ENCLOSURE ON ALL SIDES ©INSULATEDBACKFLOW ENCLOSURE A/L7 EXISTING RP BACKFLOW PREVENTER AS INDICATED IN LEGEND CHECKED BY © i Q BALL VALVE © NIPPLE SUPPLY © •GALV. •i' ELL (TYP ill •��. �I .. �� 1804 -SAM -PRS WITH HUNTER PCN -25 PRESSURE COMPENSATING NOZZLE UNION r GALV. NIPPLE (TYPICAL) FINISH GRADE 3. INSTALLED WITH (MODEL#RB91Q4602B) GPRS/CELLULAR NETWORK MODULE GALVANIZED COUPLING RWS-B-C-1 401 ROOT WATERING SYSTEM 0 FLUSH WITH CONCRETE — ••BUBBLERS PVC MALE ADAPTER TO AVAILABLE AT (MODEL#KCPLXME-RG) RAIN SENSOR WITH VANDAL GARD 2 IRRIGATION SYSTEM KERN TURF 13 12 QCONCRETE B/L7 THRUSTBLOCKS NOTES: EVENLY COAT GALV. IRON FITTINGS EXPOSED TO SOIL AND CONCRETE WITH 3M SCOTCHRAP PIPE PRIMER AND THEN WRAP WITH 3M SCOTCHRAP NO. 51 BLACK PVC TAPE (3/4" OVERLAP) %..#I SCALE: NTS I L 13 TO POINT OF CONNECTION ADAPT AS REQUIRED ...... . ... lO 30" LINEAR LENGTH OF IRRIGATION LEGEND WIRE COILED O2 APPROVED WATERPROOF QTY SYMBOL MANUFACTURER MODEL NUMBER WIRE CONNECTORS, TYP. O3 VALVE IDENTIFICATION TAG 4O PLASTIC VALVE BOX WITH LOCKING LID PSI GPM DETAIL REF 0 FINISH GRADE/TOP OF I QTY SYMBOL MANUFACTURER MODEL NUMBER MULCH O6 MASTER CONTROL VALVE PER IRRIGATION LEGEND O7 PVC SCH 80 NIPPLE (CLOSE) O8 PVC SCH 40 MALE ADAPTER O9 PVC MAINLINE PIPE 10 BRICK (1 OF 4) 11 6" MIN. LAYER OF PEA GRAVEL (2 CU.FT.) 12 CONTROL WIRES 13 SCH 80 PVC UNION 14 EXTENSION LENGTH AS REQUIRED 15 LANDSCAPE FABRIC 1 MASTER CONTROL VALV CSCALE' NTS 10 FINISHED GRADE IN TURF AREAS 2� PLASTIC RECTANGULAR VALVE WITH LOCKABLE COVER. HEAT BRAND "FS" ONTO LID. 3� FLOW SENSOR, PER IRRIGATION LEGEND 4� FINISHED GRADE IN SHRUB AREAS O 24" WIRE LOOP V 45 DEGREE PVC MAINLINE FITTINGS O 6" MIN. LAYER OF PEA GRAVEL (2CU.FT.) _ 9 O8 BRICK SUPPORTS O9 PVC MAINLINE PIPE 10 LANDSCAPE FABRIC 11 PVC MAINLINE PIPE TO MASTER VALVE (NOT LESS THAN 10 PIPE DIAMETERS) PER SPECS. AND PLAN. NOTES: INSTALL FLOW SENSOR PER THE MANUFACTURER'S RECOMMENDATIONS AND WIRE TO IRRIGATION CONTROLLER. RADIUSamommommmmuma �1 FLOW SENSOR L. % SCALE: NTS O FINISH GRADE O2 ROUND PLASTIC VALE O3 GATE VALVE- MANUF/ AND MODEL AS INDIC, LEGEND, OR APPROV O4 EXTENSION LENGTH - AS REQUIRED 5� PVC MALE ADAPTER (D 6" MIN. LAYER OF PEA GRAVEL (2 CU.FT.) O IRRIGATION MAINLINE 8O LANDSCAPE FABRIC GATE VALVE SCALE: NTS 2 © AVAILABLE AT 12 STATION CONTROLLER- A/L7 MER CHECKED BY KERN TURF SPECLINE# RB3ESP12LXMEFNITSB-22SS/RB91Q4602B/KCPCSA-LXMEF24/ KCP113GR SUPPLY THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: 1804 -SAM -PRS WITH HUNTER PCN -25 PRESSURE COMPENSATING NOZZLE 2. INSTALLED WITHIN (MODEL#VITSB-22SS), STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. 3. INSTALLED WITH (MODEL#RB91Q4602B) GPRS/CELLULAR NETWORK MODULE A RWS-B-C-1 401 ROOT WATERING SYSTEM 0 5. INSTALLED WITH (MODEL#KCP113GR) GROUNDING PACKAGE ••BUBBLERS 0 FINISH GRADE/TOP OF I QTY SYMBOL MANUFACTURER MODEL NUMBER MULCH O6 MASTER CONTROL VALVE PER IRRIGATION LEGEND O7 PVC SCH 80 NIPPLE (CLOSE) O8 PVC SCH 40 MALE ADAPTER O9 PVC MAINLINE PIPE 10 BRICK (1 OF 4) 11 6" MIN. LAYER OF PEA GRAVEL (2 CU.FT.) 12 CONTROL WIRES 13 SCH 80 PVC UNION 14 EXTENSION LENGTH AS REQUIRED 15 LANDSCAPE FABRIC 1 MASTER CONTROL VALV CSCALE' NTS 10 FINISHED GRADE IN TURF AREAS 2� PLASTIC RECTANGULAR VALVE WITH LOCKABLE COVER. HEAT BRAND "FS" ONTO LID. 3� FLOW SENSOR, PER IRRIGATION LEGEND 4� FINISHED GRADE IN SHRUB AREAS O 24" WIRE LOOP V 45 DEGREE PVC MAINLINE FITTINGS O 6" MIN. LAYER OF PEA GRAVEL (2CU.FT.) _ 9 O8 BRICK SUPPORTS O9 PVC MAINLINE PIPE 10 LANDSCAPE FABRIC 11 PVC MAINLINE PIPE TO MASTER VALVE (NOT LESS THAN 10 PIPE DIAMETERS) PER SPECS. AND PLAN. NOTES: INSTALL FLOW SENSOR PER THE MANUFACTURER'S RECOMMENDATIONS AND WIRE TO IRRIGATION CONTROLLER. RADIUSamommommmmuma �1 FLOW SENSOR L. % SCALE: NTS O FINISH GRADE O2 ROUND PLASTIC VALE O3 GATE VALVE- MANUF/ AND MODEL AS INDIC, LEGEND, OR APPROV O4 EXTENSION LENGTH - AS REQUIRED 5� PVC MALE ADAPTER (D 6" MIN. LAYER OF PEA GRAVEL (2 CU.FT.) O IRRIGATION MAINLINE 8O LANDSCAPE FABRIC GATE VALVE SCALE: NTS 2 © AVAILABLE AT 12 STATION CONTROLLER- A/L7 MER CHECKED BY KERN TURF SPECLINE# RB3ESP12LXMEFNITSB-22SS/RB91Q4602B/KCPCSA-LXMEF24/ KCP113GR SUPPLY THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: 1. 12 STATION RAINBIRD ESP LXME SERIES IRRIGATION CONTROLLER WITH FLOW SMART MODULE. 2. INSTALLED WITHIN (MODEL#VITSB-22SS), STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. 3. INSTALLED WITH (MODEL#RB91Q4602B) GPRS/CELLULAR NETWORK MODULE 4. INSTALLED WITH (MODEL#KCPCSA-LXMEF24) SUB-ASSEMBLY/TERMINAL STRIP 5. INSTALLED WITH (MODEL#KCP113GR) GROUNDING PACKAGE AVAILABLE AT (MODEL#KCPLXME-RG) RAIN SENSOR WITH VANDAL GARD 2 ® KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: HUNTER MINI-CLIK RAIN SENSOR MOUNTED WITHIN B/L7 SUPPLY HUNTER #SG -MC STAINLESS STEEL SENSOR GUARD ENCLOSURE. FEBCO (MODEL#825Y) 2" RP BACKFLOW PREVENTER AND(MODEL#825Y) 1" RP BACKFLOW PREVENTER (AT SUMP) 2 8 INSTALL ON 4 THICK CONCRETE PAD WITHIN STRONGBOX SBBC-45AL BACKFLOW ENCLOSURE C/L7 INSTALL V.I.T. POLAR BEARIER #PBB-45 SLIP-ON INSULATING COVER. 2 nnv RAINBIRD (MODEL#150-PEB) 1 1/2" MASTER CONTROL VALVE; SAME MODEL AND 1" MASTER CONTROL VALVE AT SUMP D/L7 2 FF -S-1 RAINBIRD (MODEL#FS150P) 1 1/2" FLOW SENSOR; SAME MODEL AND 1" FLOW SENSOR AT SUMP E/L7 7 N APOLLO (MODEL#122T) 2" GATE VALVE F/L7 3 RAINBIRD (MODEL#PEB-PRS-D) PRESSURE REGULATING CONTROL VALVE - SIZE PER PLAN G/L7 INSTALL VIDY AND SCH 80 BALL VALVE ON MAINLINE SIDE & 1 SCH 80 UNION ON LATERAL SIDE (ALL VALVES) 1 Ez EZ-FLO (MODEL#EZ010-HC) 10 GALLON CAPACITY FERTILIZING SYSTEM, INSTALL IN 36"x24"x24" VALVE BOX H/L7 6 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 18" MINIMUM COVER AS APPROVED SCH 40 PVC LATERAL LINE - 12" MIN. COVER; SIZE PER PLAN - 3/4" MINIMUM SIZE C/Lg AS APPROVED PVC SCH. 40 SLEEVING- FOR PIPE SLEEVES: TWICE THE DIAMETER OF PIPE CARRIED C/L8 - FOR WIRE SLEEVES: REFER TO WIRE SLEVVING CHART ON SHEETS L3 & L4. INSTALL WITH 30" MINIMUM COVER AT ROAD CROSSINGS NO SYMBOL AS APPROVED IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L. APPROVED) B&C/L8 #14 AWG CONTROL WIRES, #12 AWG COMMON WIRE, ROUTE WITH MAINLINE COLOR OF WIRES TO BE AS FOLLOW: COMMON WIRE - WHITE CONTROL WIRE - BLACK SPARE WIRE - RED MASTER VALVE WIRE - BLUE FLOW SENSOR - PAIGE IRRIGATION SPEC# P7162D-A-REV8 UNDERGROUND COMMUNICATION CABLE SHIELDED AND ARMOR 16 AWG/1 PAIR NO SYMBOL 3M DBRN-6 WIRE CONNECTORS- INSTALL PER MANUFACTURER'S RECOMMENDATIONS D/L8 NO SYMBOL APPLIED VALVE BOX WITH DROP IN STYLE LOCKING LIDS; EACH BOX TO BE HEAT BRANDED WITH PROPER ID E&F/L8 8 ENGINEERING STANDARD RECTANGULAR SERIES 1015 1 G2G VALVE BOX FOR RCVS & FLOW SENSOR 2 JUMBO RECTANGULAR SERIES 1320 1 G2G VALVE BOX FOR MASTER VALVE 17 9" ROUND SERIES 910L 1 G2G VALVE BOX FOR NON -FLANGED GATE VALVES AND QUICK COUPLERS NO SYMBOL N/A CONCRETE THRUST BLOCKS TO BE INSTALLED WHEREVER MAINLINE TEES OFF OR CHANGES DIRECTION G/L8 10 CI RAINBIRD (MODEL#44LRC) QUICK COUPLER WITH TSJ-18 TRIPLE SWING JOINT. H/L8 INSTALL WITHIN APPLIED ENGINEERING 9" ROUND VALVE BOX 4 © APPLIED VALVE BOX WITH DROP IN STYLE LOCKING LIDS; EACH BOX TO BE HEAT BRANDED WITH PROPER ID E/L8 ENGINEERING STANDARD RECTANGULAR SERIES 1015 1 G2G VALVE BOX FOR SPARE WIRE ................................................. V % NTS 4ti Y• \; ;`htiA wmaftbdomi NOTE: ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE EZ-FLO SYSTEM. ITEM 11 IS PURCHASED SEPARATELY. CONNECT BLACK WATER IN �•�"� r'„�' TO BLUE CONNECTIONS •© _ ON • • • - AND "6 ON �� • TUBING BOTH THE Q 12 14 ®GREEN AND BLUE COUPLING TUBING CONNECTIONS 0FINISH BACKFILL GRADE APPROVED PVC MAIN LINE TO VALVE VALVE BOX & LOCKABLE COVER MANIFOLD EZ BALL VALVE COUPLING PROPORTIONING CAP WITH FEED CONNECTOR - INSTALL ADJUSTMENT KNOB ACCORDING TO WATER FLOWI EZ-FLO SHUT OFF VALVES DIRECTION ARROW • FERTILIZING ® - PEA GRAVEL '01) PER IRRIGATION PVC MAIN LINE FROM 10'1RTILIZER• • BACK - TUBE • • • ON PROPORTIONING CAP AND COUPLING LANDSCAPE FABRIC EZ-FLO FERTILIZING SYSTEM SCALE: NTS •i• �IODSCAPF BIOS No rvl i na tureA * SEPTIMBER 30. 2016 * Ex i .tion Dote �F of Cp0�p� D A T E AUGUST 26, 2016 SCALE N/A DRAWN BY MER CHECKED BY JR \o " , v., \0�\ \. `` •. hk mm E :; . »4� llgli e A \ t l10 ,, , �; .; . sm �Am.. INN Xll 10.11 All \ sm MAI ~ `;� mommV Ell, �t ••,••�, ; OE" 41 ii""'.V �;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 & CLIENT NAME LA JOLLA ESTATES TRACT 6865- PHASE 1 ORIOLE HOMES, INC. 5301 OFFICE PARK DRIVE, STE. 115 BAKERSFIELD, CA 93309 PHONE (661) 327-0912 IRRIGATION LEGEND & DETAILS REVISIONS REVISIONS PER COB 8-23-16 REVISIONS PER COB 8-26-16 SHEET NUMBER L70F 19 PROJECT NUMBER 16-313 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. :.11 ..... 11 ... I ..... -, ... I .... I','.,,,,,,,, - , .... ,,.,..-..,....,.-.,.,-.-.,,-.,,....".".,..,.,"",,.,,,,�.,,,�,,,,,,,,,,,,.,,,-.-.,-.-.,,,,,,-.-.-.-.-.,-.,,-...........,,,.,,-.,,.,,,,�.,,--,,,.,.,,,,,,.'.....",..,...,.....,...,-..,,,...-.-.-..,-.-.-.-.-.-...,..".,,,,,,.,,�. 0 FINISH GRADE /TOP OF MULCH . 0 REMOTE CONTROL VALVE PER : : : : : : : : IRRIGATION LEGEND I LOW VOLTAGE WIRES, 3 MAXIMUM : I - : . : � .111, .111, IRRIGATION PLAN NOTES VALVE BOX WITH COVER 0 1. : (D : : � : : I I � : WIRES PASS THROUGH GROOVES IN TUBE LID To : I I � : ! . - � . : 30" LINEAR LENGTH OF WIRE, (D PRESSURE REGULATING QUICK Q : I I I � , I *:-� � : CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT : , , 11111, : VA"I" .. I..,+.+:. I O."m ...._ 1111111111111 : 11 .11, I . I 0 ALLOW LID TO CLOSE CE - =,+M tocalm I 1. � I 1, . 1. I I : , : ...., I : . : CHECK BASKET FILTER: 11 ..... I I : I I . ,: ......- I : NECESSARY TO FURNISH AND INSTALL THE IRRIGATION SYSTEM AS SHOWN ON I : : " -, : COILED .--- M ...... �� ...... I � '�%i:'N�-::-�.,�,-W�:>, : , , , , \I- - " I I .,-.�-- : : 41INA-11, I . x - .1 I .� ._.. - ��.11111;, �11� : ..... :, + : I � , 11 _:..'.�".. I ,,.:.* ... , " : RAIN BIRD PRB-QKCHK-100 CLOSE TUBE LID AFTER WIRE IS INSERTED INTO : I I I I . ._ `.'.. I : THE DRAWINGS, AS DESCRIBED IN THE SPECIFICATIONS, AND IN ACCORDANCE : - . . . . . . . . ,,''I'll, ::_.`.,+ 0 1 .11 .�: ...... , : : I . ; .. I � I ,: " . 0 WATERPROOF CONNECTORS : : .1 : , ,:�,:::"T;.!--" : . �. I : I I 11 �� , '�- : I 1 .... .. : I , I , +��i:!��`.% "I INSTALL I OR 2 AS INDICATED ON PLAN. TUBE : � 'R_ -------- �� . � : : + : WITH APPLICABLE CODES AND ORDINANCES. - .. I ... : r ; .. I . ll*.-,... 11 � : - yx- - I I .. � *11" I : I , ., : : .. . . . . . . 1. ��� . -v "' , , : � I ..+. �.., ''.... " 1� , .::.-,.., : I - . -.1 %:".. - I ."..,_..... ..., 11 I . 1-1. ....,-.1 -:, ,...".;._x, .� . -,llm.1 ...�. : :_ . � "L....".".1 11 : I, _:, .... :.-r�q��,.-".:"".".��:�.�,,��i:,�,�:.:::��� � I- ,�... .. I �. . : BALL VALVE- SIZE FOR VALVE FLOW G) 3 POLY TUBE PRE -FILLED WITH WATERPROOF GEL t I ... :",! ., 77q .., : . 1. - .. (D : "XI ...., : �' - '. ,... : .; _�, ... IV., - PVC SCH 40 FEMALE ADAPTOR 0 : , . , ". I : I ..l. , : : : I � � .1 � I : DESIGN REFLECTS COMPLIANCE WITH CALIFORNIA STATE ASSEMBLY BILL 1881 : I I I : 4 : I � . z : 0 : . I : : VALVE IDENTIFICATION TAG LOCK TABS PREVENT WIRE REMOVAL ONCE .0'.. - � � : G ! .221 11.11* M.L (AB 1881) AND THE STATE'S MODEL ORDINANCE AND/OR THE LOCAL GOVERNING (a LATERAL PIPE (D : � - 1. (&CIRM. ptlo. : : , - I I 9 - I - : � ��::::i� � I, .. 1. ": • .,... , .,�--.��. � I ,: : :- . I .11 - � , : ,�i . . . . . . CONNECTOR IS INSERTED - .... ,\��,w. : .��-.z �z - .:�', , '... , : I . � : ... 11 ." I AGENCY'S ADOPTED WATER EFFICIENT LANDSCAPE ORDINANCE. - . -��. ,--.,�i,::-�, �_..: - n � - m.. I .� � "., : . I � I:- - : , I - "... : I .1 , .... 1. � : : - ... .:..''.� I . ,k_ _ , 'e% :'. _'.... � ,-_� ,�. .., - ....... i I . , , _-, .... ., ,,''I'll, . - � ��':. -.11. 'I, ".. I I .... 11:1., .�,�.wli� --- A 2 PVC SCH 80 NIPPLE SCOTCHLOK ELECTRICAL SPRING CONNECTOR. : � . I 111. � ..!:`;, �� .,..,.,�..,.�.*...-.:�,*..,....-..- : : I I I . ,� I - .. . - � I - . . 11 I 1, I , %-,�.. I : I 0 0 : I .... . 11 1. I _.�. : I , . � . : I I I I . ,,.. DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SHALL BE RESPONSIBLE FOR I . 1: .. . ... I I .. + . - : I : . ..�., I /_0 f�@ ro (LENGTH AS REQUIRED) WIRES SHALL BE PRE -STRIPPED OF 1/2" OF THE : 1 !7� . I � ��� 11 � ltl�\�. : : I � �� M I . I I : - - - .\� � � : : � : i ! I -S� � . - I : � I : I ." XN : 11 __ 11 1: - I �: ,i �. �_ ADJUSTMENTS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. 11 :,... . .. 1.1;: � � I I : - : I : I N&I I I yll I �---- I s - � I 1111- 1: I * .,, F, ...I., : r : . 1\ / / , x1l 1\1 � X, 5 INSULATION PRIOR TO INSERTION INTO THE .,�.� " ,. - - I / r�< ; �� I- 1` \ 0 PVC SCH 40 ELL � I 1. I I ,..:,,.. � ... � � . . - � : I - .- ,." /\, x CONNECTIOR. TWIST CONNECTOR ONTO WIRES : I .1� -, ., : � WTm. �..'' �: 1. ;, : : I ...': - : CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR OPTIMUM 7 : U. .. � - : : , , 6 , swl, 'zm.: I .11 11 , I I � I : I I - I .... %K A � -w� w . : ,= .... ..... a 6 0 PVC SCH 80 NIPPLE TO SEAT FIRMLY. : : .Wollmmm. e PERFORMANCE IN ACCORDANCE WITH THE SPECIFICATIONS AND TO PREVENT IMP44r4w 1. : : I . I . ... - � � I : I, - 11 � I . 9 (Z'LENGTH, HIDDEN AND I - :, ! - __ L : � 11 I .11 L 1. 'Ll I I 1. zft.Tmam:mv"a4uwmm : 11 L I-- I ". � : ) SCOTCHLOK CONNECTOR AND WIRES INSERTED : I L L ...., �; .., - . OVERSPRAY ONTO HARDSCAPE AREAS OR STRUCTURAL ELEMENTS. THIS 5 ! �k . ..... -L " ' - . , . � : ��...��'. -.1-11 - . &WL*��, ' ' ' ' L L ' . - , � . l:'-.-,.-'A`.,'.,,��, _ =,a_L.:D4j L I L . . . . --* - .--. -�, .. -, -,%'-.-�� %� - : ! I . _ _ . klL..MV F,: I --�-.-_,-�;�,._'_., .. ` I : PVC SCH 40 ELL : I L L L L I'll L, - � 11". I ''.. ., I L�� "Ll".. 'L I : : .1 �!L,L ,,'', .--L . L � - : SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT ACTUAL SITE : . 11 .11 - .. L - : AVAKOW INTO TUBE UNTIL THE CONNECTOR PASSES LOCK � ILI m"A'*-o":&w&m#5W. I I ff Affl4 Am: . � : : .:3p.L . I I I I R ei : .: -L L I : L L I . - W -W :AAl"A4=- :: ." . . : : . . �-,.-�.; :: I : : : . . 'L L - ... I 11 I � ....: . : .111 ; ,; I .., I I CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO 12 ' 0 (9 PVC SCH 40 TEE OR ELL TABS : 11: : L LLL f., �, ;11 : : I I . I I . 1. 1. IL , � . � I I ." L 11 ,� 11 11 . : 11 I .... � I .: I. ;�� _.. . I I ,.: X . L L L L I I I : : I 1� ..: c:!"ll . . . . . . Z.�..�.........:L."..:...+-� � : I " . OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. COSTS . � 1�- I . - I I I : I �,� ..., . I . . L . L- L : t I L. L I L - L : �. t . I ..., �.! ...... . 11 : L - MAINLINE PIPE :% �'.." : : L .:�,!,'-` "'.x.o, : : L . . I INCURRED DUE TO ANY ADJUSTMENTS FOR 1 00% COVERAGE INCLUDING 0 ! L L 11, � : I 11 . I I I � : 1�) : I . L + � : - � , : � , LL I - - L 11 ''I'll, ...... ::.". L I : . 11 L I:— L I I-': ''LL 1111. I 111. e �: ....... ... L L I I I I I . M M 11 ,��000 ool,-�),C\A(�) NOTE: :: 11 11 11 I �: krOw L '. "M 0R_=%raw. THOSE REQUESTED BY THE DISTRICT'S AUTHORIZED REPRESENTATIVE SHALL : I I � t : . 40 1 �:� I L I L I - �L . I I , , L : I I Y (�� 0 ; : & ..8e StA.W. , - , 'L., L I . : L I I . 11.1 11 I . I 1�) 00 : I I 1. Lm �" IL � .Ll : 1�� : .n I I I : I G 3" MINIMUM DEPTH OF L I '.. : - ' L I I : : I . I . iO,� I : WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. . ++,�,,--,�-,- `�:.-�,,.-. `�:� ,�"."'-�"."�-.*..""..*..+�."L+"".* I I - +&'.Al ,&��:.,,S� --�,,,n"`-.,.�-�-.2.--L, �, ',.�.�.�.,.+,,+�,�..--..�.���i,,, ."', � . : jowmwWo =Ll 1. � BE THE RESPONSIBILITY OF THE CONTRACTOR. : P& L . . ..... . �,�%,-,,.- I 4M .,�� : : � _ _ . �& ' a - ' . " : _ , . ��:_ . . . . :� !'�._� ' \Q�."., , :L: 'L .` . I : : . ,. I I I . . L . L � � I I I : , , I L , , � , , . .k , : :, , I , L ++ : I I I , I I +: : L , , + � , " I I � � I I .. . . I :� . . I , : ' L I I L I I I . . . . . . : I I I . I . .,� I . . I . . .. . � 16 Y4" WASHED GRAVEL . !: ,.L. ., . 11 : .. I I . . , L : - : : L �00"WWWR_.. :� �' , - . . . : I LL#"k& - z , , , .. .... � I L , ., . L Om "Mm : I . , , L . . I I I : : L scm I I 1.111, : I I I : KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE : IL +.'+,*.'+.++.�_+l_.'.*.'." ., L .. . - 11 11 � I I : t I 111. . 111. I SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE P.S.I.(AND A � � I I I.''. L � I - : I I . 1 17 ��� I ;� � L I I . - t I .1 . , _ I : - I L-L ... . .11 : PVC SCH 80 NIPPLE., 1. . , .. �l . .�:..:-:.:.:L' 1. IL : .. L LL I _ - - - ! I " . L : i��_ I - �-- - : MAXIMUM DEMAND (G.P.M.) AS SHOWN AT EACH POINT OF CONNECTION ON 0 TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED . I i��. ��.� I L L . , I . . . . . . - -:� I - I 11 .. - __ -ei*�17:- I I.. L 'L .. `��. . � I., - ,. . I : I . �-�... CLOSE � � + NsV: - L I 11 : t : �; L. I .. -.1 1.11 : PREFILLED WITH GEL. � . __ IL L, : : - `� . . X, : t I L THE DRAWINGS. CONTRACTOR SHALL VERIFY PRESSURE AND DEMAND AT I � I . L L L L : : IL a . L.. ............... � � . : . . . .. t I C L +-1-:: 1-1 11 I L : : I : : I ' . H ... 111M 0.��'$ . I , 'L : �! M2..l$_...'." _'*.�.� ..... �.L.�. : EACH POINT OF CONNECTION PRIOR TO COMMENCING INSTALLATION AND t .T M"W : : I . .IrIL + - - . DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT (2 - 3) 1 L . L .O.Y'BAKEL ..''S --lE-'.D 11 - -LL I � L ' : I I IL I : i . . I 13 : I L I 1. 1. SUBMIT SUCH IN WRITING TO THE DISTRICT'S AUTHORIZED REPRESENTATIVE. 15 #14 OR (2) #12 PRE -STRIPPED COPPER WIRES. LARGER WIRES OR GREATER � I . I I ::L 1,L.:- , '' 1L.. : I I " - 3L:jILO' -: .1 L . � . .,( � .:8 � (�,KS : L L . .DL7ATl . 'k `R1.5T IF ANY DISCREPANCIES EXIST, THEY SHOULD BE BROUGHT TO THE IMMEDIATE QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE 14 ! I I I : J%;�.N�NM I � L IL ,I'LL, ATTENTION OF THE DISTRICT'S AUTHORIZED REPRESENTATIVE. CONNECTION. : 1:11 - L � - ... L I I - L' I .1 . 1. ILI L L L ::: : - _1111.111. 'L '_' : L : L L: +R:.5 : L: 'Ll' 'L�- 15; : V.I.; _�R_ � L. � : � ,Ml`,�,,,,,, .,,.M 771171171"" 5 I I , , F ._""�aj., ::: .... :�L,: �:.�. ,�" IL ... - .:L . - ! - I .11, _5'� . . ... .... . .. L' m,..k'�-: � : I I - , . ------- - 1-1 � - 111. I . .1 11 I ILL I'll - , I L L : I'll, I : I - 11+111.1 11 . L I I : I EQUIPMENT SHOWN IN HARDSCAPE AREAS ARE FOR DESIGN CLARIFICATION I : : ! : I ...... - : DRIP ZONE VALVE ASSEMBLY WATERPROOF WIRE CONNECTION THRUST ..... BLOCKS ......................................................................................... ONLY AND SHALL BE INSTALLED WHENEVER POSSIBLE WITHIN PLANTED SCALE: NTS SCALE: NTS G SCALE: NTS AREAS A REASONABLE, REACHABLE DISTANCE FROM HARDSCAPE. UNLESS OTHERWISE NOTED ON THE DRAWINGS, CONTRACTOR SHALL INSTALL I ............. � ...... : � .1 ........... � ................. � I WIRE AND PIPE UNDER HARDSCAPE AREAS IN P.V.C. SCHEDULE 40 SLEEVES : L - � ! � & b 6 b b � 6 w t i ! ! � ! ! ! ! ! ! t t c t X�l I : � : L . PLACED PRIOR TO INSTALLING HARDSCAPE IN ACCORDANCE WITH APPLICABLE : I I'll L' � L 1. : : +11 - ... �: ..... - ..... __ I., ...... �_ : I � 11 - 11 . : 11 11 t . , 1.11 L I I I - 11-1111L 11 I... : aft.w"._ I I I : : I f .v: � 111. W.0*1*k ,:fQM!!�'L : � . , , L . . , 1-0 .. ... W "' . L oma* . : � � 11 111- I... L .11 . . .... I I I I : L I ,., : 0.1-11 .t, . : CODES. , 1�.�' L ' ' ..'. .. L :. L � . . IM a' M� 7 + + . , � I : /.' , I I ! � . I , A I 60 � . . I i . ' ' - L �= + � , . L � : I t L I . . �.� .,: . . .;r' � " ... . " L , L .. . I I � . . ! . , I ...: . , + ". . . �'.... '._ ... �.,. * L . ...� � I N. " . ..7 ....... .. L . , - -11 I .:: . . lavm - j`�":-%� -�'. .....". , . I .%-ull- ,%, I .. I : _....�,§pj� _ .. : : , ...... : . � ll""."" . ; �... .. IV : I =0 rmz X �'.L' : t 0�� .-'Xx,X- -5, ., ,: .1 I L '.:�'�:--. L ..:.:..;: -1 I _ W&I-1 .1 " � .,N ' . : � L I 11 . �._:l V i,: K'i". Z.... . I I , : I : . I - '" . . - ' I.. ' ' tAtM, ' ' ' '' ' ' '' " ' ' , L ' - . L ' L L . ',� L L . ,. � � : -X� . :....+ L I , 4. L I .wm ' _ : j�,:::! , .! - . oq�� '' - � : L L '.'.,._:,.n'-'�. -'.'I" . :, . : orwbm-i,gA.�O�....- 0.4--.-,a� - WHEREVER POSSIBLE, CONTROL WIRES SHALL OCCUPY THE SAME TRENCH ! , �mvoa , al f1l., 1. I : t I ;,, ,-.":�� �--." :ij,'x ." : I I , . , , , : - .."�- �� . . . I * + . . 4ek% . . M0049 . 11 -, '40ftw . . 1. . I I ,..., - L L . L . L 11 � : , L I .� I %. :�..:!��,.X I L i , - . I . . 1. .# mac : : I M m, WO Owt � - _ . ..: . ' , ' L e�k�M_�W _ i ... . : - , .W4 p ,. : - " � I I V J%Mj. - I : , .. -, " . AWWAUW%'mo*��- - . : V �,-`l I I � : L : ��...: ,." . ,_ .. : �.,�ll � I � 1.1, + I ,-m--,-, *-- 14�� _A.= L'k,V".,Vk " . ...... ...... ?moi I . �& �. - L " , : I I N K* . �A,i�W 11, : , . I i. -.,-- -'. .11, q - ., L : MMY ., ` . I .... L I I L . = m 4 wam.0-M-1 I L , ", - ` : MV& I I - � : -� '2:4 L . L . .& I : L' , I ,.,.,. ",".'l., AS PIPES. I L . I Ll L 11 .. ,,,, I I . I : : w ..... � , -04W _ I : . L : � ". .. k, . :=ftgWjj§ I _* � I , . . =m ! + � . - I I t , - 9" mi. �mftvml_" W�alftl" I .n,,o vwow 40M - �' %_n L - I R � � I !iE , =%= , .. ., � L . : :C04 "f,wske't -AvL_lw`x.aa= ,,, ,w , : : :, . : I . . � -4 . I ; . . . `.% " � I ., *�� : - "" , m":' ": ... . .. ".. I " vftm,: -, ��' Lf... . . . :L . .... -f.,::.,:..,-,-., ... I : . I I ... .. � MMR - ' - , . I R ., : -v MM � W_Al9`r* .WX5- * ;""" -A . I . .... . , I . . I z : ", ttr�.=lm VAA-v .-'-Loa" Ozfklo�# : : 11 . .:.--, #ova I � ., . - : � ' L '. �. � : . L L I + I I . I -L : 1, ... : I . I L .V , I ..�WA", + t � I � , I : EACH CONTROLLER SHALL HAVE ITS OWN INDEPENDENT GROUND WIRE/ _00 4,�, I --� ..*g.A, : 1 4mvw 1-1 " " 1. . + , .., pmrA 6 .�_, L=m= : I tv" : IL . . : � I : ! : olmmm=�� �. . . : *Lk* ' *� ftj�* .:W :*.'W - ( I , , . !'. 0, - - _ 1. _ :. L , - L L.. . L L + . � '' , . I .• , , . L L L L . I L I I - � 1. L- : L �� L - - .. L . , .0 , % lkeam�m, Ww', 1 1 1 L : s,*u-'fw:0mft . "bj§k2ft . I I L : : �_ 111", - I : I - - L L . I .11, I I , .to 11 � : 1: , I L: : .- . ... . .. . I.L... . . " � mm - � 'M - . &$.p,ftL" -�t )�OWM 07 ff�n " , ' ` ., . I , L , � I L : I I L , L : . .&W . A.��A .. I I L : ! --�W:C,W. L ., jjjjl*W"Lffio��oo h : , . _. 11 _.� .1 t I W,0' 4*404WAftft .W; I : GROUNDING ROD. I . : " L' ' L .1 L. I . - .1 I z t��: . L I .;K.pft - - .�.L = =� . , - e. : . #1%*&#.n .--, I 1. I I : _ : t .... . L I *now A "I AV : , - . - .. � ". mmmmls .@.M . . ,41,N. �J& :.. - : # . : .. w I ,01", - . . L 11 , � . : I 1: , . : kiltl I 1: i =v � I : . . L "" .;V., , L I � : I . - . I W" L . : 6 , �,�.�:-'�i'll""I'l�'.1;�'.*�:,:���>.,�'.'.'.,......�.,�,:,*.:-. w.- L .-'� W, , . : : -,�,* ... , . , , I � SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE : L _.. IV, I I L ILI : 1. , . : , +,a' L Ml%:CW� , ,* _, 1. IL : L I : : smffj�w: ".oftoa*q&�WMMW - � � :��:'. lb. : 1+ L.I. - I. �L� W L T+7.-*k3Kpmm-. L : : � L L W. : . +L. .. I t'','', , �� ' ��'.,...§t*o I-, ''ILL, L . . . MA4'j6'AffA 'W : : "' �- . 'o . � � %6.;k Mt+ M: L I L L L L W. _ : .--.-�.,. .�W __ , - ------- I- __ � � � " -,t : I , . alk . I . .1 I I ... - . .W � . . I . L . ." � : . - I , I . - I ! ! - " , I z BOXES. CONTRACTOR TO LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE I . ., . . . . . . I I 1, :0 I : I - . - k.*. ::: : . 4.. . : I I ... , �,-;._:�,.�;�,�4 . .�1:11:1� , : I *.mw.m"w%mr"-m_ .+�--,,;sg�'lz� .11 -It'll, - 1-� I ",mwr--Ad�s*rA4zw�k.Lj,., :_ -� I. : .1 ... - - , . I : .1 - I.- ... . :.LLL "LL , +�'.".:X'_� ....�,.l I : : I 'L ... ".. . ..� : = I - - - : . "o"Mm4w"': I L 1. 1. t : mm"*"�� I.. z I i ...== - I . : � : I - .= i � ''. ,::`�L;�L . : : . L I : 1"ov. .ft.Lj*., . ' I � : I I .4k, ..� . . L, : t I L L. I ' L : . AND EVERY 1 00'ON CENTER ALONG WIRE RUN. TAPE WIRE BUNDLES 10'ON uI W-~ I . I . 11 , , ' , : I , . , ' I . I I I : - - *`4eML$k-- w L I . , . I ,- . - � W., m. � ,,.Ao� ft M.i� E%�L'% L L L '1�11'�`.l x 11 . : I.: � m....l. I t : : & 11 I , 6vw , t�t ... I L L, 11 11: . L - 11 � .. .. :: - -MA 'Aw . . "'., , � ... : WM*6ft . ' : t �l .. 'A - IL 1. 1. . : 1. , + , , " "' , ' , '' , , , , , . � I—, I t � . 1. . �_�,'.i�-.* -X: I I 1+11. I - L I 11 I : I � . : 11 4�m.-z L �. I - , &` �::Klm:f%*..,Y*.,.$t.�,W.,,.M.ft.f&,O+IL;r,i6" .11, I : I L L I : I : + t ." , I I . I 1- #I - I CENTER. NO TAPING WILL BE PERMITTED INSIDE SLEEVES. .. " . * :51516: 1:8: W3j4jW,.` I : vL, ! I 1: � "M � :. ''. : : I %, ......, . : � wil R7 -�x.- I L. ...', : , I I . . . ..k. : : + , L L ,., , L- I : : . _�% -h 3t , - , 1, L : : I L : , I : - L , I Zmc!% . i..64 " * : -, : . .� L " .. . ' I L I � ==Mlft �4�& Ammw 1 - : I I . . " ;i*-M,ft*u%*om,sg4wwk�4�� - ,ML I ' � L . " '. � - ' � � ;r � L I - : , .1111, I I + - I -v ME L .." : � . I I. . I I - L LL L . - .. 1. : "mp"ft ....."Ill, I I t : L I .. '. I � + L : . I : : + �; - ".,..��..-.IIMTV& ..%:: I L 11.,,40m 11 L ..1ma-".. �l - : .�mm000lwxa*ml . -6 OR APPROVED EQUAL. 1. ... .'.M � L .1. F -T, , . " ..4S .". : -, � . 1. - I L : WIRE CONNECTORS SHALL BE SCOTCH DBY/R I I ! L "k : . . - N, L L ...., L I : : - I. L I : I I . i I ",I ... mommik,"m I I : : �. : .:w ... . : I � I I I I : twilt-mmao ., I L 0, .1 .., I 11 I'll, IL : . 11 L. . 11 . - : : * , I... 11 11 L. . . + , , . L 11 I I -: ''' : .� I � ... , T +MW� _ � ,�ft ....... - - I L . . . . . . .. . .. 11 . _ , , * 'p , I , , : : � I ill�l` � � CONTROL VALVES SHALL BE SIZED AS DESIGNATED ON THE DRAWINGS AND I I . 1 L, ! .1 . .1 x I --- ----- - . ... . . tAjakAL L+L��e I , - 11 ` I I : ... -� � I I i : , 1:1 I I . . - . .. . ." . M I : I . L I .. L I ... L I .1 . : - . �� : Aft I i IRRIGATION . ., !� . : " ""WKWA 11 I : � �..�, , , ,!. 1 � IL . a. 0-N 11.1 IRR ift�� -�,J . : I", : . + I I , L ' - : 11 �W4 : : .._�` I : .000, 10.4t. I : . : L U'U,?.,n' L, "\"" 11 -._l,.:-ll.,.l�*"-' - : ,.,.,. .. , I *:ok L : � L I . I : . I . . . I I . :1 c L. I .it + . .0 : SHALL BE INSTALLED IN VALVE BOXES AS INDICATED IN THE DETAILS. BOXES I t - I - L ` . - .J;*M.rj k'.. ' - -L. � - - - . I.. ' . :..t L I, - I I : L . : . � . &�, �..,...:���,,,:,��-,,:,�...,-..- i_ .., I . L. I : : I �MN .... $ ,.,, I" " ,_ � . .11 * ... Rs*p~ll. I L - I � : ��': &:::, . 11 -, . -1 "I''. �. 11 .. .. ,.M -w ; : , $to . CONTROL VALVE , �� fl" - 1. : �_�� .., . . t : .rAo;!�*r4oM, L. � * I :, I I .1 1+ "I �; L + : � . "All[AlAV! 1 �w- 1W.0"Mm ,� :!:,\;..! I I.. - I - : L . I � � .. � � 11 I .1- �,.�� - I I I .. I I ! � ... , : I L I I :�. ' .1 I I . : :: A ft m-."'� : '' '� m4v,,� I L A L SHALL BE SET FLUSH WITH THE FINISH GRADE OR SURFACE AND I ,- VALVE BOX WITH LOCKABLE . � 11.1 mo r�� *6 V 1 � � - 10p : I . I L � . . - I : ii :: , : L ::. 1" L� �,�.� �. . .,.._.;?.. : L . .. I .� �L : w, - " . : I I - I , .".1 � I ., I . .11, - I I - L : I I .. I �, : . :N��,:�-:�.. O -C<'� .. _ .ij,i.;�� ... L L L : . ''L. I .. . V " .. I � - . . . : . L . : . : . :. � .!,. __ ,w4m":KfAmAwm : ; � � .1 , . . I I � LL - -n , ,-"-" Mat I I I'll Ll I �, �� -',-L - � - - .m' , , I _ : . .. ... I ,.� .. � , " , L ,q L L I I . , .. : ,1.1�1 � "11.1 -, ._. I ... 1, '-* , : , .. .. 1 .:��.`41�. . . : � 9wom "I N * +1 .: .... i " z : L IL �� . "L 11 - ,� I , : §.. ��"W_ ILMRk4W. I I %, I :: : COVER .1 -..I� .N.'-, ,,: . . i L. L. . $`-�I 1 1 'L L..., ! : I . L �.,li",_,_ . : ,r,LrV M'" � A E im T 9 ". i i � N� la" : = w1lamm 1.11 L : � : .. I � k � : I L � * I 1 ww§m : I... I I L L � L ��"..�!!.:_.,.'_!!!!, f`in : , i!i�;:1*13.---� I : . . - . . I I I I I : � i ! � . � _-':-' .*�M.441w��l pum .. .. . M% 'm 1::�� I I : PERMANENTLY MARKED WITH THE LETTERS R.C.V. AND THE STATION NUMBER. .. , - . 4� 11 ..:..,..:tr : I.., I I + '7 , L L I I L L L I +. : :L &M.A.".40-nmMA: - - '=:W'u :0 L. �: , � ! : I iO, :7m M, �40 M Iftw Qww)w*o"T Or, : I t I : . . " 4 : ft.. .., . . . I : 'L I ... L I ` I ... , '!. L � --- -.� . -7 : : ; .1 *A$M L L � : L . . .... I L I I'll, 11 L. 1. - I : . .. ... , : . I . L. : L �� .`� " : ., : , � . ........ *ft , , : : � - I . - :��L -L ", , L, L � ""r I z I `-� -N � L, L , I I I I ILI L. . 1: . ..,.,�� 11 ,� 11 L L '.."`*I'LL �", � ` � 1".", """ ......... I I L THE BACKFLOW PREVENTION DEVICE INSTALLED IN THE PREVIOUS PHASE . .ft . W. . �'. , :mr lw'?= I � A IZ 211 BRANDING, PER THE : , L 1. L I 1, , . I I .1 N. L w * , "gaUML I . + 1. 11 +11''. I : I/ : L L ���_.: --.._� " .. ..: _ . I ., m , v 'm 1 �� :.§S.'.� , .-:��,��,-'k- .1 ., , � . k I + .2 A" *jo" 'L +u I - I . : ,:. I= _.-ol Q , , t I - , I ''... � �:''L.I. I , I .__.... . .\._.� . : -ft% -.--o-.hp:"l%.:kow=l.,.Tml- :� . 11 i�-*i.:, ...i, .. :w9vk". + : : I I I.., .. .1. I ,� I V$ft� � I .�. .:: ! : ,� I f'... .. � L :. : I _X.,... : I + �& , - , .. ------ - .1 I ' IRRIGATION SPECIFICATIONS. " . � , a-44*"A.M� L -W- J�M"& I .,�,ig,:�,.- : I ��UXWAM_" *.'' 11 : I .. .. ". I—-. - .. -.1 . 11 I : : � 'L I : I L: � .1 � .11 "I . t,t,' 7-,��x.zl'-;N�.,$;:;,.. � � .. .. , ! I , '- I .Lf +CWAqEjrffl@ooLM . .. - mmwwA.m%w_ 11 : : ?? '� ..,L� >___,:.... : I - ., � ...._k , : _�. 0, X.%..� - . I . a . � I ,��, , ... 1 - _ - , rm w ml $twmlm- "M ly I .N. - , �,'. . L , .�� WMIcum - "' 11 4 : L& , . .......... �s ��l ''I �L,� io,�,a : . _\ mu:W16�m I I SHALL PROVIDE BACKFLOW PROTECTION TO THE POTABLE WATER SUPPLY. : fflF 11 I 1. I eft4��Keiq- I "I : . M!4 , I , .1 %x., I I 1.11 . L' LL ", �Wl 11 11 L 1. .:, L I % 11 -Ll.. . L : :-, , L : L , , t L .y. ; : L I I I . 11 : ' I �L +�-� : ,� . . \ I - .11 I - L==, +,+; -?"i 3 --.-. +.�:\� � . : ,._.. I . I 1. I lo IL 11 11 L, . I e L - Molkil L _". L ll� K llc�, om : � I : N I- 4 . , _� . I : I w �, , . IL I .1 I L I ,�.j �0- .4 ouax _ . . : I L I L I I ... . : : I , : .% - t 111) .. :L .. L , ... L L MA ..., 11 . + : I , t� ,.,�-,-.-" . I", w6mwwwl�� i I I .: LL I . L, .,- :1 : 0 CONTROLLER DESIGNATION 11", - : == :A � "...-' L I I ... I � : I 9 I I : L. I ... I ., I : . .:: L 2 "L,LL. , - I I I D, , , , . : . .�.� ( , � : : ,' .., I I 11 : , .r �: I t .,,;� %.,::"%� -".. 11 L � -DRAIN CHECK VALVES AS NECESSARY TO : I : I I ..., �-;%�,,.,�,::k-' . . . . . 1. I L : _ : . CONTRACTOR SHALL INSTALL ANTI ., -.-, �l .1 ..l. L I : . . L I L : , : � L L , L L L L:..� , . . . . : : .. . , � , �� t dmmm I L : I L I jk.tW ,", LL .... .. V7; : � : : : M.: � � I ,. 1. . .- . 1. Lw&_-w)wpft. : : I � - � + , : .Lk kw 1".:. q, I : 1 5 0 VALVE IDENTIFICATION � .��;':',. :AG* -� ......... . ��,:%:".%,� , .: L : 1. I .. . ! :;::%..'� . - , . I : IL I _�'.. .. . ,, I " . . .10 :...,. -x-% .1- ,. . � . .... . t: . Mi � .. I . I "X.fa�14111 PREVENT LOW HEAD DRAINAGE. . . :: 11 I L 1. -1 . .1 : I t I I I .:. " .L",LL,,L..! :� (*LL " . .1 I : 11 L L L �L: - �: _ ,,'* 0 . I I : . L ,.L:.§,WWa I : nslo, L I I : � . .. .... �: , I L ' R. m ,4s 1 . I : .... ........... � L I .1 I I ... I 'L ILI, I L - . : : 'T I L : L 1. - ILL I'll - CT- N7 OF BAKEMFIELD I (D ROUND VALVE BOX WITH . L LL . + .1 I 1 ;.$ 1 1- + I 1+ ILI � � �:�� � ....... I , , L. :1 : : - I I I : : L, L - . 1: I : I R.BN`T!51QL,N-.`S. : -1 I ,. . : I : I m C)Rj, 1. I t : I I I -.1. .O'F.l � B S. :: -, -.1.1 LL L L IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE LOCKABLE COVER. : I L CITY I AXM F ----- ----- . 0 0 ., ELD : . I..'' ..L..L..., ....... 1p i � � L I L + 1.11'.. . I - - L LL : : I I : ; L L ,� L L I . L, . +r I I m.-- ---- - - - : - : L 11 L I . T - : : . L L,k %� �,Vpr'� + _,.Olt:: � : L : I I I I 1. ���AN 11 1. I I �AL,K4,+rY,�,tp,,RJ-6:,Ar*,:*D'E _S : L . � P'8 A (.'Y,F R, L L , . ,: , , , I I �L' I - .1 L, : AREA TO BE IRRIGATED UNLESS OTHEWISE DESIGNATED ON THE PLANS. I I . . . : � IRRIGATION .11 , ,. . I >-,% ; I % . - - .L L : I .' '. L, : I I I I " � , .. .f .r I L L � gm�mo'K_Hf_l"8 . .,k : � I I . . � L I I I - I I : I CONTROL VALVE , : : :L� 'f � : . 11 11.1 I 11 I'll L- L I I : ..".k",V�� N : I L X '.: : , L I : L L . I .A, : - , , , , , , - ...... , . , I . : I FoM r-05 " I : 11 I I I I - I I . I .. I ., L.- L.L. ' , I : X4?�?����;�� ��P4��,,�,4A� : : , L"'A. .." - . - .1 I - *111�m : : : : L L . .. XWL.). I : : L I �S;11� .. ...... .... �)r-'C��_�_'.- `�OR:& `7 -=,'Mk L-2 L 11 I : L . L , kit .K�,,: L� ,'c' � I 1111 t � I I � : BUBBLERS SHALL BE LOCATED ON OPPOSITE SIDES OF TREES TRUNK. : --------- ------ - ............... I . : I I L 111 1L. I I - 1. - 111- 11.1 . I I I I ' : L I --- I ------ __*�-�-L ......... �%fteft6w6 L . : 11 I I'll g- : : L IL 11 I : ! &j:W "�+� . , I � : I : .- ", 'T�L:rte; ,W� , � I I -"'��xwe,x�;: � I I - I I - I . - � : LL I I I L I.. I L. I � z . 1, -+,.,--.. . J� I - .. I I - I :: '': ... .. L 11: .Sj��:JL" L .,p".:.- , , - 1L. : 11 . L - L��__ "'' : PLAN VIEW :I ...... L - - L. 11L, I',+-- : :: ! .................................................... � ....... � ............ � ................................................. - ............ � ..... � .................. I ................ I .................................................................... 1: : : ! I : z : . : ..... - ................ � ...................... � ........................... � ........................... � ............ � .............. � ............ ... � ............................................................................................... _.:, VALVE BOX HEAT BRANDING . 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RIOS J, Q> r" wc_> gnature * 'SEPT -MBER 30. 2016 * E 0 to a e OF C N\� \� D A T E AUGUST 26, 2016 SCALE N/A D R A W N BY MER CHECKED BY JR mMN 011\." o"mm-'. - I I I , ma .mxgg, � " ll i m .\ - \ 'k mm 01, 1\0\ 1�1` , .- m km '. , '\\Mgl� �k��gm\�\mg..gw %. ""%'%,<\\\\,�,\\\\\\����\� 0400111101% .%\ \ �� � , g, �... \ \ , % MR.. I \�` ` ,\ , , \\-\ \ 4q d&\, ."m @>&�\ , � ,%,%%% , , \ .. "m "�,m' r - m� N, \\W� . NMI No %, .m., � .. � �, , 1w \ q� , ,; . , , , '" % ,� . \ % ,,� , ,� \,� , \ �g , , , " , .% %\ \\� op 7\\\\\\\E%A � im \\\ - �qqp 'M 7 " \ I .% &11111 � ,-\,: ,� " I RN 1\11 \ " p \ \ \ \ . .aRob. I 1g, , m " & % 01 \ \\� \ ".v-- gg\ 111 ,\� % kggpm• \ mmimww�� "\, I 011000\-\x.4,p� 1. "N - , \ \\\ \ 1\0400 - Q., 2 I .. 1: . \ � � I ... . '. k ��\,�t-.. , , ,...,: 'mo, , 1, 19 - ...% , - , 11 IM \11* ..... .. . 'VI 06's " I . ... m , I I.Nmm 110, mom, * I .�.,. \ , , som 1011,11, � m I low mal i 1 \\\N\\1 I . INERMOR VEN .0 , SE \ - , , wommom%mmil, IN I I \ , � .�.� 0 � .\ %,. I . il . . . . . tilil" .. .. - I ., .. , , mm. , , \�\ \ " , 11 14 1011-111111 IMPM. `\�`_ � � I .% ! .. . ... o WE _� ..... , t �__ ,�* I ..�§' -.1111.11 1 % \\, , - I 41,miimi,Nz,\:,-, ,;fie* ,\\\` 11,1\ %I. 1411\1 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 LA JOLLA ESTATES TRACT 6865- PHASE 1 ORIOLE HOMES, INC. 5301 OFFICE PARK DRIVE, STE. I 1 5 BAKERSFIELD, CA 93309 PHONE (661) 327-0912 S H E E T D E S C R I P T I 0 N IRRIGATION DETAILS & NOTES R E V I S I 0 N S REVISIONS PER COB 8-23-16 REVISIONS PER COB 8-26-16 SHEET NUMBER L80F 19 � PROJECT NUMBER 1 16-313 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. GENERAL PROJECT NOTES 1. Contractor shall be responsible for meeting all City of Bakersfield standards and specifications. 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 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. S. Contractor will field v erify 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.O.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 "n2" 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 prof ect, 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. GENERAL IRIGATiON NOTES: I . install materials as called out in details and as per specifications. 2. `!.'here shall 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. leo directional changes in the irrigation system shall be installed under pavement or hardscape areas. All sleeves shall be a minimum 2 times larger than the irrigation line. All sleeves crossing locations will be indicated by chiseling "1R" on the face of the concrete curb. Verify with C.O.B. for approved method and type. 6. All systems shall be designed for optimum pressure as per irrigation equipment manufacturer. Pressure at each head shall be within 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 locations. 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 confiigmtions. 14. Contractor shall provide and install a schedule 80 PVC union and ball valve, the same size as the valve; at each valve location. Verify 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 1.25 PSI f«r (2) hours. To be verified by with C.O.B. 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 systerns, 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 1. Premium quality plant material is required for this project. No plant material will be accepted for this project unless it meets or exceeds the upper end of 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 architects 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.C.B. for verification of application. 8. 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. 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 (neve) 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. GENERAL RECORD DRAINING NOTES \A DSCq pF Rt05 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 grMtu a -' and shall be the basis for measurement. This set of drawings shall be kept on the site and shall be used * EP BER_ l g tots Exp'catio ate only as a field record set, 61 oat F Cp 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 D A r E AUGUST 26, 2016 following items including but not limited to: S C A L E N/A a. Connections to existing water lines D RAW N BY MER b. Connections to existing electrical power c. Gate valves CHECKED BY JR d. Routing of pressure main line pipe e. Sprinkler control valves f. Routing of control and common wire g. Quick coupling valves 06 1 h. Irrigation sleeve locations.1\001N - i. Plant material substitution or layout changesa 101 ., -:, U.; 4, Before the date of the final inspection, the Contractor shall deliver the corrected field record set to the4 *\ ORN10 11 Landscape Architect who will use the information to create a clean set of "record drawings". All work shall `�` �� ``\000 � xK be subject to approval by the Landscape Architect or the owner's representative and is subject to .. 101 verification. Delivery of the field record set will not relieve the contractor of the responsibility of\011.,INNIZE'IsmME 1 .�,�, ;„ �■sw w:\ furnishing required information that may be omitted from the prints compiled at the site. The Landscape,,.. 00 IM .,, Architect will use the information to roduce: ,, ST OWN a. A clean set of record drawings which will be submitted to the City of Bakersfield as the official • ` 0101 ,.:*`nw "` Record Drawings" for the project.00. ON b. The Contractor gshall stamp d sign each " , p g sheet to indicate Record Drawings as provided by �� \ contractors representative.��• c. Controller charts shall be produced from the final approved "Record Drawings" 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 aplastic laminating process and spiral bound. The plastic laminating sheets shall be a minimum of 10 mil. thickness each. I. v vvvv I I I I RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE 8t DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME LA JOLLA ESTATES TRACT 6865- PHASE 1 ORIOLE HOMES, INC. 5301 OFFICE PARK DRIVE, STE. 115 BAKERSFIELQ, CA 93309 PHONE (661) 327-0912 S H E E T D E S C R I P T I O N CITY OF BAKERSFIELIr NOTES REVISIONS REVISIONS PER COB 8-23-16 REVISIONS PER COB 8-26-16 SHEET NUMBER L90F 19 P R O J E C T N U M B E R 16-313 RIOS DESIGN STUDIO ISNOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED.