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HomeMy WebLinkAbout1.5-6032 Record Drawing- LIMITS OF 8 LAND5CAPE ' CONSTRUCTION „ DIKE PATh 1 � 1 � 1 1 � 1 � - 1 2 3 ; 4 1 13 1 1 1 � O 17 f' 1 1 ' 134 i 33 W 1 I ' 1 1 1 1 30 1 3, 1 �- 1 1 � 1 27 1 29 1 28 1 l i 1 �ii.00 1 , 1' 26 27 O , f � ' ��� 241�'�-_ ' 1 22 1 \ 19 1 1 ' / 21 1 2A ► 6 1 , 1 , 1 1 , LIMITS OF i 1 LANDSCAPE 1_ CONSTRUCTION n MING AVENUE PROIECT MAP SCALE: I " = 200' 0 O 00 • Ix z PROJEcr ri 0 Z Q Q Z �� / 1/) STOCKDALE HIGHWAY Q 0 N N 'm- sm `° o 0 Q 0 zLTu z I o Elf o of Q J a o Q PEER MEDIA O I C'7 PEW r- W cl z - - - - _ _> MING AVENUE O Li LLJ co Q Z N 0E Ua to z `j 2� o R. 0O p i N of AQP e � OPK (n G 0 m ;o Y 0 Y A�9ypFP Q �w o Lo SO. LAUREI LANE m`o 9 BOULEv LE GI D P,F WHITE LANE Iz m VICINITY MAP NOT TO SCALE SHEET INDEX: I . TITLE SHEET 2. PLANTING PLAN 3. PLANTING PLAN * LEGEND 4. PLANTING DETAILS 5. SHRUB IRRIGATION PLAN G. SHRUB IRRIGATION PLAN 7. TREE IRRIGATION PLAN 8. TREE IRRIGATION PLAN * LEGEND 9. IRRIGATION DETAILS 10. IRRIGATION DETAILS I I. SPECIFICATIONS TRACT N0. 6032 PUBLIC STRE-ETSCAPE CONSTRUCTION PLANS EAST SIDE OF SOUTH.ALLEN ROAD & MEDIAN ISLANDS GENERAL PROJECT NOTES: I . 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. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CITY PARKS, 32G-3354 AND PUBLIC WORKS, 32G-3049 FOR AN ON-SITE PRE -CONSTRUCTION MEETING 4. PRIOR TO START OF CONSTRUCTION, ALL UTILITY METERS (POWER * WATER) SHALL BE INSTALLED AND FULLY OPERATIONAL.. 5. CONTRACTOR WILL COORDINATE CONSTRUCTION WITH THE LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE SO THAT INSPECTIONS CAN BE MADE AT CRITICAL CONSTRUCTION PERIODS BUT IN NO CASE LESS THAN: A. AT THE START OF CONSTRUCTION, B. PRIOR TO ANY BACK FILLING, C. AT THE END OF IRRIGATION INSTALLATION , AND PRIOR TO INSTALLATION OF PLANTING MATERIALS, D. AT THE END OF CONSTRUCTION BUT PRIOR TO START OF P05T-IN5TALLATION MAINTENANCE, AND E. AT THE END OF POST -INSTALLATION MAINTENANCE PERIOD FOR WRITTEN CITY ACCEPTANCE. G. 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 LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE 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 LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE, IN WRITING, ACCEPTS THIS WORK. 8. CONTRACTOR WILL FIELD VERIFY FINISHED GRADES AND VERIFY THAT THERE IS POSITIVE SURFACE DRAINAGE IN ALL PLANTERS, TURF AREAS AND AWAY FROM ALL PLANTING HOLES. IF POSITIVE DRAINAGE DOES NOT EXIST NOTIFY LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING FOR WRITTEN AUTHORIZATION AND INSTRUCTIONS TO PROCEED. 9. CITY OF BAKERSFIELD STANDARDS AND SPECIFICATIONS SHEET, INCLUDED WITH THI5 DRAWING SET, AND C.O.B. STANDARD DETAILS TAKE PRECEDENCE OVER ALL OTHER SPECIFICATION OR DETAILS. 10. CONTRACTOR SHALL INSTALL A G" CONCRETE MOWCURB AS PER C.O.B. STANDARDS AT EACH PHASE LINE AND LIMIT OF CONSTRUCTION LINE. 1 1 . CONTRACTOR SHALL DEMONSTRATE TO LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE THE FURNISHING AND INSTALLATION OF SPECIFIED SOIL AMENDMENTS WHETHER A SOILS TEST IS REQUIRED OR NOT. 12. ALL TREES UNDER UTILITY LINES ARE SUBJECT TO CHANGE PER C.O.B. 13. CONTRACTOR SHALL PRESSURE TEST MAINLINE PRIOR TO INSTALLATION OF THRUST BLOCKS @ A MIN. OF 125 PSI FOR (4) HOURS. LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE TO INSPECT (REFERENCE LANDSCAPE SPECIFICATIONS). 14. QUANTITIES ARE LANDSCAPE ARCHITECT'S ESTIMATE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL APPEARING ON PLAN. 15. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. I G. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. 17. SEE SPECIFICATIONS FOR PLANTING REQUIREMENTS, MATERIALS AND EXECUTION. 18. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE. 19. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE. 20. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT OBSERVATION SCHEDULES. 21. SEE DETAILS AND SPECIFICATIONS FOR STAKING METHOD, PLANT PIT DIMENSIONS AND BACKFILL REQUIREMENTS. 22. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION, FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE LANDSCAPE ARCHITECT WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS. 23. ALL GROUND COVER SHALL EXTEND BENEATH TALLER PLANT MATERIAL. 24. NO PLANTING SHALL BE DONE UNTIL INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED. FINAL GRADES HAVE BEEN ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND SOIL PREPARED, AND THE WORK APPROVED BY THE LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE. 25. BEFORE ANY EXCAVATION CONTACT USA UNDERGROUND SERVICE ALERT, 1-800-227-2600, FOR LOCATIONS OF EXISTING UTILITIES. 2G. INSTALLATION SHALL NOT BEGIN UNTIL ALL UTILITIES (ELECTRICAL * WATER) ARE INSTALLED AND IN WORKING ORDER. NOTES: ALL POINTS OF CONNECTION FOR ELECTRICAL SERVICE FOR IRRIGATION SYSTEMS SHALL BE INDEPENDENT FROM THE TRAFFIC SIGNAL POWER 50URCE/5TREET LIGHTING POWER SOURCE. A SINGLE LINE SCHEMATIC FOR IRRIGATION SYSTEMS SHALL BE REVIEWED AND APPROVED BY CITY ENGINEER PRIOR TO START OF ANY LANDSCAPE/IRRIGATION INSTALLATIONS. PRIOR TO ANY PLANTING OF NON -TURF AREAS, THE SOIL OF ALL SUCH AREAS SHALL BE STERILIZED WITH A CHEMICAL RECOMMENDED BY A CERTIFIED PEST CONTROL ADV150R AND APPLIED BY A CERTIFIED PEST CONTROL APPLICATOR. ALSO, NO LESS THAN TWO WEEKS PRIOR TO FINAL CITY ACCEPTANCE, A PRE -EMERGENT CHEMICAL SHALL BE APPLIED BY A CERTIFIED PEST CONTROL APPLICATOR. 24 HOUR NOTICE IS REQUIRED PRIOR TO START OF CONSTRUCTION. CALL CITY CONSTRUCTION SECTION AT (GG 1) 32G-3049 AND CITY PARKS AT (GG 1) 32G-3354. BEFORE ANY EXCAVATION CONTACT USA UNDERGROUND SERVICE ALERT, 1-800-227-2600, FOR LOCATIONS OF EXISTING UTILITIES. BENCHMARK: TOP OF CONCRETE MONUMENT AT THE NORTHEAST CORNER OF SECTION 12, 30/26. ELEVATION = 3G4.075 (U.S.G.5. DATUM) PER TRACT 5863 THE TOTAL SQUARE FOOTAGE AS MEASURED FROM THE BACK OF SIDEWALK TO THE BACK OF WALL 15: 19,258.89 SQ. FT. THE TOTAL SQUARE FOOTAGE AS MEASURED FROM THE BACK OF CURB TO THE BACK OF WALL IS: 41 ,322.44 SQ. FT. THE TOTAL SQUARE FOOTAGE OF MEDIAN ISLANDS: 23,094.53 5Q. FT. THE TOTAL SQUARE FOOTAGE OF MEDIAN LANDSCAPING: 15,54G.02 SQ. FT. ENGINEER'S STATEMENT: I HEREBY STATE THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. . I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION, R.C.E. # 33322, EXP -G-30-08 REVIEWED BY: REC REVIEWED BY: TION AND PARKS DEPARTMENT SUPERINTENDENT IC ENGINEER // - /t/" - a DATE �� DATE APPROVED BY: PAUL M. ROJAS, PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE R.C.E.# 39880, EXP. 12-31-07 APPROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENANCE. 7 ► v w /�\ mob\ o \o L7 U rl'o) M J w a � Ln 0 O 00 • o i J ri 0 Z Q O O Z �� / 1/) N Q 00 N 'm- o z oo `° o OC W 0 zLTu z I m Q J a o JQ �} LLI aa0i-� O I C'7 Do r- W cl z I _j O Li LLJ co Q 0E Ua to z `j J 0 W 4 i N of m w m ;o Y Z Y Q3 Q �w Lo /�\ mob\ o \o L7 U rl'o) M J w a � Ln 0 O 00 • �Z i J ~� 0 Z Q z r Z �� / 1/) 1 0 W Ni �-' 0 z 7 ci OC W ct zLTu CJ LL. 0) K2 Q�W O aa0i-� O z U. C'7 O O �,.. r- W cl m I5 O Li _ J r n. > Ua to z `j J 0 W 4 m a I W O 00 • �Z i J ~� 0 Z Q z r Z �� / 1/) 1 0 W Ni �-' 0 z ci OC W ct zLTu 0 -1 i LL. 0) K2 Q�W O aa0i-� O z U. O O �,.. r- W cl m I5 O Oa o W _ J r n. > Ua to z `j J 0 W 4 m a f - W W W z r �� / 1/) T v - LL O LIMIT5 Of LAND5C.- 103 CON5TRUCTION PAR :• • a. •. ire 1-�1 � TRACT WALL / i1►• �4 1- Ab �'� -- �, ►app vD ♦1i ♦y1t/C�wa �iD�fl►��i.`��%.`:\ Podocarpus henkelii Long aeL fed Yellow Wood Lagerstroemia Indica Crape Myrtle CURB —' SIDf`bDALK - I 6" CONCRETE 4 MOWCURB L- I G" CONCRETE TYP. AG- I or equal 4 MOWCURB Sod TYP. 81 +00.00 iUlmus parvifolia ' 5empervirens' Chinese Evergreen Elm ' SIDE WALK AG- I or equal CURB Sod •.-.bicolor • • i RedwoodInert material Mulch _ PA " a ..� 9 1. 11 Ih 1 i �1 41 .' •- 11 i ♦ , ♦ i /1 �1r. 1.. 1r. ♦u.v.au l� ♦ ♦ Y ♦ ► 1 ..a..v. •♦1 l� l� l� r - w _ s 1 1 1 - - - n i'> 4 . . ♦ . 41► 4MEYER ► "Ail • 1► 1 .. .. 9. , . .. . - - — - - - - - - - - l1� 1.♦i- ► i ♦ ♦lam l� l� 1�.�" i / i l i1 41 41 1 1 ► I ►I ��♦ ♦ ♦ / Tl� l� ! - - - - - - I� . ♦ 11.- \•'L1�- ��91►%d► alp �1� .. 41. a1�L1� aP it 1 V1. 1 t ,� "•srr .�► 1 .t►. ., u. 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GO' C/L 50UTH ALLEN ROAD 55' TYP. 91 PSL q SOUTH ALLEN ROAD 2 N.T.S. PER CITY iu5 c. 'Thundercloud' Purple Leaf Plum 1 Yr. PER CITY 0 i -t --v✓.-.) i 4 B TRACT NO. 6032 PHASE I ,ustrum japonicum /�/■ LOT "/ \" KEY: Botanical name --\ Hemerocallis spp. Daylily Common name —/ REFER TO 5HEET5 2 3 FOR STREET SECTIONS REFER TO SHEET 3 FOR PLANTING LEGEND REFER TO SHEET 4 FOR PLANTING DETAILS REFER TO SHEET I I FOR SPECIFICATIONS SCALE: 1 " = 20' 20 10 0 20 40 05- (,3�-- u F Ad } 13' 47' 47' I VAKI E5 ; OD VA + 18' TO 22' ZI 7' 4' 42' 5' 5' 42' 8' I PROPOSED "ROP05ED ; Z, 51DEWALK o 11 II TYPE A p LU I BLOCKWALL I lu J O 0.45 A.C. L TYPE A z - SLOPE T PAVING 0.45'1 A.C. O0 , LOT 1 W VARIES VARIES I PAVING O O M'N 2%-- I I ELEVATION 2% u- °- 2% TO 2.5% 2% TO 2.5% 2% 2a/o 4-.1M 2� 1 Q PROPOSED 5.5' SIDEWALK PROPOSED CURB MEDIAN PROPOSED CURB AND GUTTER 0.40AGG. BASE ' CURB 0.40' AGG. BASE AND GUTTER I .G5' COMPACTED O.G. TO TYPE 1M I .G5' COMPACTED O.G. TO 95% RELATIVE DENSITY 95% RELATIVE DENSITY q SOUTH ALLEN ROAD 2 N.T.S. PER CITY iu5 c. 'Thundercloud' Purple Leaf Plum 1 Yr. PER CITY 0 i -t --v✓.-.) i 4 B TRACT NO. 6032 PHASE I ,ustrum japonicum /�/■ LOT "/ \" KEY: Botanical name --\ Hemerocallis spp. Daylily Common name —/ REFER TO 5HEET5 2 3 FOR STREET SECTIONS REFER TO SHEET 3 FOR PLANTING LEGEND REFER TO SHEET 4 FOR PLANTING DETAILS REFER TO SHEET I I FOR SPECIFICATIONS SCALE: 1 " = 20' 20 10 0 20 40 05- (,3�-- u F Ad } OD �I Z, 0 L 'i W I I w 1 Q nBPrunus c.'Thundercloud' Purple Leaf Plum 23 ® T:jR L �TRACT NO. 6032 PHASE I �,�LOT "B; MOWCURB TYP. Ulmus parvifolia '5emperviren5' AG- I or equal a, Moraea bicolor Yellow Fortnight Lily Trachelospermum Jasminoides Star Jasmine 22 Podocar us henkelii Long -Leafed Yellow WSJ Ligustrum japonicum Wax Leaf Privet Ligustrum japonicum TRACT NO. 6032 PHASE 2 Wax Leaf Privet Lagerstroemia Indica Crape Myrtle equal o AG- I Sod r I6 it // , Inert material LOT A Redwood Mulch 1 1 LIMITS Of LANDSCAPE CON5TRUCTI•i n►'��-:a,. a�. app 1 - �- 1- �- 1- 1 1 ; .I� t T �7a�� a�. s r.. a►. �w ��. �., �. _. ..,. �!. �.v�. a�►.w. a. i .vi, �.w> a,.u.. ..... . .. -_ v .a Vii. tri v v� �r .v.,r.v►1- 1-. -�►� • ► - r R`` a.." - r.. rr.ar �r v v.m.-.f�.au �r._.a.ar. vD vi <r�Itr �r,•_'a vw .��a!rr: v�Iv►`I�i�1vD!v._I �r:dr.1� qtr.: ir: 6 ��r ��i� �r �� �.ai �ra� X JF^;,� +� Q.� f I� • �. � 1 1 ��� ����� � /► it ��� �� / WWI— ��niin � n►.A n..A� n..� .�►nuA OFIN &'ViA'_• • -�r�1i"wrrwwwwwwwww/ir.—.���r.wwiww.rwwiwwww//iwwwwwwwa�wr wwwwwwwwww+r. www .......�.... -.�.��—.-..--�.------- �r�./wr�r.+r.wwwwwrww.�./s//wwr�.�.w�-.•�����/....�/rrrr/www�/ww wwwwww�r.�w�r'�irwr�wZ��wiww=w�w�/3i wwi//w�G�w�/wwwwwwiwwwwww/www�w�raurwwwww.rwwwwww�..r. �/rw�swwww�rwww�r/rwr�--_ ��+��+�� w���w���r�wr/wwwwwwwwMwwwwwwwwr�wwwwu REFER TO SHEETS 2 * 3 FOR STREET SECTIONS REFER TO SHEET 4 FOR PLANTING DETAILS REFER TO SHEET I I FOR SPECIFICATIONS GG+00 I 65+00 I G4+00 G3+00 - j- r - - - - - - - - - - - - - - - I- - - ►- - - -- - - - - - -- _ I MEDIAN RAMP DETAIL 4 CITY PER 63+52.70 � I l I ■ I � I � LIMITS OF LANDSCAPE CONSTRUCTION --o—=- -- ----- -- -- -- -- -- -- -- -- -- - ! I G4+37.G9 R/W --- --- ---_ _--- --- --- _ B PLANTING SCHEDULE THE PLANTING SCHEDULE IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL. KEY QTY. .. ViiUj COMMON NAME SIZE I DESCRIPTION/REMARKS I TOTAL AREA TREE ui LU 45G CUPID 3: 5 g. 51DE WALK - y� I I O Moraea bicolor Yellow Fortnight Lily 5 g' Minimum Specifications: _ e-jual 15 Lagerstroemia Indica Crape Myrtle 24" 7'-8'H x 2'-3'W - ui z _ Trachelospermum Jasminoides Box Note:Contractor shall Plant 24" on center. G5G 5F o match exact flower color ------------------------------------ ------------------------- ..........................: ..................... - Inert material Redwood Mulch See plan to CCCI specifications 1,533 SF kT 15 Prunus c. 'Thundercloud' Purple Leaf Plum G8+80.44 Minimum specifications: 9'- I i ' W X 3'-4' - Li Standard 51Df- WALK .B �TRACT NO. 6032 PHASE I �,�LOT "B; MOWCURB TYP. Ulmus parvifolia '5emperviren5' AG- I or equal a, Moraea bicolor Yellow Fortnight Lily Trachelospermum Jasminoides Star Jasmine 22 Podocar us henkelii Long -Leafed Yellow WSJ Ligustrum japonicum Wax Leaf Privet Ligustrum japonicum TRACT NO. 6032 PHASE 2 Wax Leaf Privet Lagerstroemia Indica Crape Myrtle equal o AG- I Sod r I6 it // , Inert material LOT A Redwood Mulch 1 1 LIMITS Of LANDSCAPE CON5TRUCTI•i n►'��-:a,. a�. app 1 - �- 1- �- 1- 1 1 ; .I� t T �7a�� a�. s r.. a►. �w ��. �., �. _. ..,. �!. �.v�. a�►.w. a. i .vi, �.w> a,.u.. ..... . .. -_ v .a Vii. tri v v� �r .v.,r.v►1- 1-. -�►� • ► - r R`` a.." - r.. rr.ar �r v v.m.-.f�.au �r._.a.ar. vD vi <r�Itr �r,•_'a vw .��a!rr: v�Iv►`I�i�1vD!v._I �r:dr.1� qtr.: ir: 6 ��r ��i� �r �� �.ai �ra� X JF^;,� +� Q.� f I� • �. � 1 1 ��� ����� � /► it ��� �� / WWI— ��niin � n►.A n..A� n..� .�►nuA OFIN &'ViA'_• • -�r�1i"wrrwwwwwwwww/ir.—.���r.wwiww.rwwiwwww//iwwwwwwwa�wr wwwwwwwwww+r. www .......�.... -.�.��—.-..--�.------- �r�./wr�r.+r.wwwwwrww.�./s//wwr�.�.w�-.•�����/....�/rrrr/www�/ww wwwwww�r.�w�r'�irwr�wZ��wiww=w�w�/3i wwi//w�G�w�/wwwwwwiwwwwww/www�w�raurwwwww.rwwwwww�..r. �/rw�swwww�rwww�r/rwr�--_ ��+��+�� w���w���r�wr/wwwwwwwwMwwwwwwwwr�wwwwu REFER TO SHEETS 2 * 3 FOR STREET SECTIONS REFER TO SHEET 4 FOR PLANTING DETAILS REFER TO SHEET I I FOR SPECIFICATIONS GG+00 I 65+00 I G4+00 G3+00 - j- r - - - - - - - - - - - - - - - I- - - ►- - - -- - - - - - -- _ I MEDIAN RAMP DETAIL 4 CITY PER 63+52.70 � I l I ■ I � I � LIMITS OF LANDSCAPE CONSTRUCTION --o—=- -- ----- -- -- -- -- -- -- -- -- -- - ! I G4+37.G9 R/W --- --- ---_ _--- --- --- _ B PLANTING SCHEDULE THE PLANTING SCHEDULE IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL. KEY QTY. BOTANICAL NAME COMMON NAME SIZE I DESCRIPTION/REMARKS I TOTAL AREA TREE ® 45G Ligustrum Japonicum Wax Leaf Privet 5 g. Standard / Deciduous - y� I I O Moraea bicolor Yellow Fortnight Lily 5 g' Minimum Specifications: _ 0 15 Lagerstroemia Indica Crape Myrtle 24" 7'-8'H x 2'-3'W - 28,078 5F z _ Trachelospermum Jasminoides Box Note:Contractor shall Plant 24" on center. G5G 5F o match exact flower color ------------------------------------ ------------------------- ..........................: ..................... - Inert material Redwood Mulch See plan to CCCI specifications 1,533 SF kT 15 Prunus c. 'Thundercloud' Purple Leaf Plum 24" Box Minimum specifications: 9'- I i ' W X 3'-4' - Li Standard Evergreen -Standard Minimum specifications: I 9'- I I' W x 3'-4' H Podocarpus Lon Leafed 24" W • 40 henkelii Yellow Box Available at Boething _ Q Wood Treeland. Contact: Rod @800-995-8744 tree approved by PG * E Contractor shall furnish photographs depicting branching habit with dimensions of (5) typical Chinese specimens for CCCI Uimus parvifolia 241.1 review prior to delivery - 29 ' 5empervirens' Evergreen Box to site. Elm 5tandrd/Ever reen variety of Elm in the Ming Avenue Median Islands shall be verified and matched to all new work. VARIES I & TO 22' ' 2' 71 'ROPO5ED ; 51DEWALK SLOPE F-AHMENT , r I 2% r 4' . AND GUTTER C/L 50UTH ALLEN ROAD 77' 1 - G4' 0.45' ' Ac VAR 2%-2.5% v 9' I 4' V."TV /"MVV. Uf"JL iv --v u�v vvi�� TYPE "M" I .G5' COMPACTED O.G. TO 95% RELATIVE DENSITY q SOUTH ALLEN ROAD 3 N.T.S. KEY QTY. BOTANICAL NAME COMMON NAME SIZE DESCRIPTION/REMARKS I TOTAL AREA SHRUB ® 45G Ligustrum Japonicum Wax Leaf Privet 5 g. Evergreen. Plant 30"o.c. - y� I I O Moraea bicolor Yellow Fortnight Lily 5 g' Evergreen Plant 24"o.c. _ GROUND COVER y y y GUTTER AG- I or equal Sod - AG- I sod or approved equal (See written Specifications) 28,078 5F z _ Trachelospermum Jasminoides Star Jasmine ► g• Plant 24" on center. G5G 5F o ------------------------------------ ------------------------- ..........................: ..................... - Inert material Redwood Mulch See plan Minimum 2 112" deep layer of Redwood Mulch. Finish grade shall read consistent. if undulations and irregularities are noticeable, contractor will be responsible to regrade entire area and re-lay Redwood Mulch to specified depth. 1,533 SF NOTE: PREMIUM QUALITY PLANT MATERIAL IS REQUIRED FOR THIS PROJECT. NO PLANT MATERIAL WILL BE ACCEPTED FOR THIS PROJECT UNLESS IT MEET5 OR EXCEEDS THE UPPER END OF INDUSTRY STANDARDS FOR THE SIZES SPECIFIED. ALL PLANT MATERIAL MUST BE OF EXCELLENT FORM, SIZE, HEALTH, AND CROWN DENSITY. ANY PLANTS THAT DO NOT MEET THIS STANDARD WILL BE REFUSED. 0.40' AGG. GO' 54' 4P R W 10' TYPE "A"El n z I — 0.45'-1 O O ' M1N• A.C. PAVING LL 2� M - 2% I A. 2% y� PROPOSED 5.5' 51DEWALK PROPOSED - CURB AND GUTTER I .G5' COMPACTED O.G. TO 95% RELATIVE z DEN5ITY PROPOSED 13LOCKWALL LOT ELEVATION SEE SHEET 2 SHEET 3 MING AVENUE KEY MAP NOT TO SCALE Botanical name Hemerocallis spp. Dayl i ly Common name PLANTING NOTES: I . AMENDMENTS, AS INDICATED IN THE PLANTING SPECIFICATIONS, ARE PRESENTED FOR BIDDING PURPOSES ONLY SINCE NO SOILS ANALYSIS WAS CONDUCTED AT THE TIME OF THE BIDDING PROCESS. CONTRACTOR SHALL PROPOSE ON AMENDMENTS AS STATED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL THEN BE RESPONSIBLE FOR SUBMITTING TO AN INDEPENDENT 5011-5 ANALYSIS LABORATORY, APPROVED BY THE LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE, A COMPOSITE SOIL SAMPLE FOR AGRICULTURAL SOILS TESTING AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION AND SHALL FOLLOW SAID RECOMMENDATIONS. A MINIMUM OF TWO (2) SOIL SAMPLES SHALL BE SUBMITTED TO APPROVED LABORATORY. 2. IF APPLICABLE, CONTRACTOR SHALL ALSO SUBMIT A SEPARATE COMPOSITE SOIL SAMPLE, OBTAINED FROM AN AREA WHERE PLANTING IS PROPOSED THAT IS ALSO WHERE ASPHALT PAVING SHALL BE REMOVED, AND THAT SAMPLE SHALL BE TESTED FOR SOIL 5TERILANTS. SHOULD THE SOIL BE FOUND STERILE, CONTRACTOR SHALL FOLLOW LABORATORY'S RECOMMENDATIONS FOR DEALING WITH SAID SOIL, WHICH MAY INCLUDE REMOVAL AND DISPOSAL OF SOIL TO A SPECIFIED DEPTH AND IMPORTING FERTILE TOPSOIL. 3.CONTRACTOR SHALL SUBMIT COPY OF 5011-5 ANALYSIS AND RECOMMENDATIONS TO THE LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE, AND DEMONSTRATE THE INSTALLATION OF SAID RECOMMENDED AMENDMENTS. 4. CONTRACTOR 15 RESPONSIBLE IN PROVIDE PLANTS TYPICAL OF THEIR SPECIES AND VARIETY; WITH NORMAL, DENSELY BRANCHES AND VIGOROUS ROOT SYSTEMS. PLANTS SHALL HAVE A FULLY DEVELOPED FORM WITHOUT VOIDS AND OPEN SPACES. 5. ALL PLANT MATERIAL SHALL BE SOUND, HEALTHY, VIGOROUS PLANTS FREE FROM DEFECTS, DISFIGURING KNOTS, SUN SCALD INJURIES, FROST CRACKS, ABRASIONS OF THE BARK, PLANT DISEASES, INSECT EGGS, BORERS, AND ALL FORMS OF INFESTATIONS. G. PROJECT LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANT MATERIAL NOT UP TO PAR WITH ASNS STANDARDS AT THE TIME OF OBSERVATION OF DELIVERY AND INSTALLATION. THE LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE MAY INSPECT THE ROOTBALL OF AT LEAST (2) PLANTS AND NO MORE THAN 2% OF THE PLANT MATERIAL TO DETERMINE ROOT CONDITION OF PLANTS. 7. PLANTS PLANTED IN A ROW SHALL BE MATCHED IN FORM. 8. IF SUBSTITUTIONS ARE NECESSARY, CONTRACTOR SHALL PROVIDE A 5UB5TITUTION LIST TO BE APPROVED BY THE LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION AND AT NO ADDITIONAL COST TO OWNER. IF ACCEPTED, SUBSTITUTE MATERIAL ARE OF LESS VALUE THAN THOSE INDICATED OR SPECIFIED, CONTRACTOR PRICE WILL BE ADJUSTED INACCORDANCE WITH THE PROVISIONS OF THIS CONTRACT. 9. ALL GROUND COVERS SHALL BE TRIANGULAR SPACED AND EXTEND UNDER LARGER SHRUBS. 10. NO PLANTING SHALL BE DONE UNTIL INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND SOIL PREPARED, AND THE WORK APPROVED BY THE LANDSCAPE ARCHITECT. 1 1. CONTRACTOR SHALL PROVIDE PROJECT LANDSCAPE ARCHITECT WITH SAMPLES AND/OR PRODUCT LITERATURE FOR REVIEW AND APPROVAL OF THE FOLLOWING: a. TREE STAKES: 2' DIAMETER X I O' LENGTH ROUGH SAWN PRESSURE TREATED LODGE POLE PINE. FREE OF KNOTS, HOLES, CROSS GRAIN, OR OTHER DEFECTS. MINIMUM TWO (2) PER TREE UNLESS OTHERWISE NOTED ON PLAN. CONTRACTOR SHALL INSTALL FOR TREE ADJACENT TO WALKS. b. TIES: TREE SUPPORT VIT OR APPROVED EQUAL. MINIMUM (4) PER TREE. c. ROOT CONTROL BARRIERS: "DEEP ROOT CONTROL BARRIER", 5TOCK NUMBER UB24-2 AS MANUFACTURED BY DEEP ROOT CORP, OR APPROVED EQUAL. d. PRE -EMERGENT HERBICIDE: FOR ALL ON -GRADE GROUND COVER AND SHRUB AREAS, PROVIDE "SURFLAN A.S." AS MANUFACTURED BY ELANCO PRODUCTS, NO ACCEPTABLE 5UBTITUTION5. APPLY AS PER MANUFACTURER'S INSTRUCTIONS. e. PLASTIC TRUNK GUARDS: INSTALLED ON ALL TREES WITH IN TURF AREAS i STOCK NUMBER AG 9-4 AS MANUFACTURED BY DEEP ROOT CORP, OR APPROVED EQUAL. f. 50D STAKES: I " X I " X G" PINE SCALE: Vp = 20' 20 10 0 20 40 n 0 I z o I Li i ' I� I I I W i Q ;r/A'VA LANTJGAf% AWAY MOW SMP (SEE CITYST SRW L4, DETAIL M' • SLOPE WITHIN A LANDSCAPE AREA SHALL BE MOM WALL TOWARDS STFUT WITH 2% MM AND 4:1 HA MIM. til STREETSCAIOE SECTION BARRIER ON SDES ONLY MWNUFACTURE2 AND TYPE TO BE APPROI BY RECREATION AND PARKS DMTOR I~I I�flr'�iSVTeAMPw��,y�yy LOOM i. (�t�/ mm am STAMPARD SIM L -W 600" 2W -P • BLOCK VARIES2% MIN SLOPE 1`, , StA LOT PLANS fm '�' - -ET L41, DETAIL LANDWAR AREA SWL 19E FROM MANIPACRIIII AND TYPE TO BE APPROVW AND e (STANDARD _ FP.00FI - (RAISED AND ., :r • r M MNMIIH , Q MAX) M ALL FLL AREAS. 140 WIDOW ME C=Wg HOW_ RMW FOR, LAWN AREAS ► . PRWOSW OR 005M WALL PER Off STANDARD %EET L-11, DETAIL HL 5 ALL MAIDUALS WED SIALL BE NEW AND Fift MH S. WALL • -- PP400M J c :r PM CM STAN17APO IMPERIZroa SHZT L41, r6. r amm MV OR GRVOIJITTER, r - MEDM 4. ANY MV ALL OMNS SlkL BE APPItVVEI7 13Y 7W ARE Wr E01110, SM APPROVED a& DWIMO M4M RMIREATION AIV PAWS OWTOR PRM TO MIDWAYM 1. 40 022riO MIN PLAM AREA HIM CITY OFB` 0JW LANDSCAPEDETAILS t' MEDIAN ISLAND PARKWAY, WATERPROOFING PLANTER WALL,i 1 WALLS PLANNO. Siff 9L _ OF _a. APPROVED RCE xx= DATE L-9 NOTES: A=12' WITH PARKING ' DO , A-6' WITHOUT PARKING , I AL IN33 OWL W STMW NO Mal 20 00" MA.r CENTERLINE OR � r < m fthm Loa I= mw. mme mm MEDIAN EDGE ON +r A MAXIMUM SIDES, mowsm AV SWALL whim SWIM ENCROACHMENT D R . D `' -" Mr f' VMW C401WOM OTALMM ` CURB UNE I i ( 4. AMM VIS GPM Ot MMWW EM -MOM ARM a OF FIAOM .. NICK r i` D=S x 10 DESIGN SPEEDS z MAINTENANCP5WIFZHNM LANDSCAPE PLANT MATERIAL C"INATIONS SHALL 8E D=SIGHT DISTANCE (FT) SO- R/W 35 MPH BLOCKl% RfaqW PRIOR TO 51AMTTAi. OF WH.L MNPROV$MENT PLANS: 76' R/W 35 MPH s IIII Aa* ft WO OF MW SWAM S=CRITICAL SPEED (MPH) OR 90' R/W 45 MPH OWQ - r k ♦ : r, . DESIGN SPEED ON THRU STREET. 11G? R/W 55 MPH ( r .I I r CONTROLLED INTERSECTION H OR COL WTOR Or TToEEs OR OrrMSC rEA7L*M MAY !IE U14=0 - - - ..- - A SEPARATE ALROMATIG IRRI6ATiON SYSTEM 151EARED. CURB LINE 6V, W W o CONCEPT PIA = ZO(X+SI (TT 2MpA), r� E / ... �' ilk UNCONTROLLED INTERSECTION Fes- NOTES SUBDIVISION DESIGN MANUAL � > • _ Oi��� `��`�` 1. BOTH CRITERIA GOVERN } sa AT AN UNCONTROLLED IGHT DISTANCE REQUIREMENT I - Vi/ T -INTERSECTION. FOR SCME INTERSECTIONS ? - .�«• S. FItJ-+M) GRADE >7IfFEIUNCE ON EACH SDE OF TIE 2. SiGHT LINE REQUIREMENTS ""D owr cxrY 10M D1"0 I PER SEC, 17.08.175 OF T"-7 THE MUNICIPAL CODE. �� WALLL NN1a�f�EX/C�♦ m IA' (0-11W atY ENdNNffR f ENZONG ;r/A'VA LANTJGAf% AWAY MOW SMP (SEE CITYST SRW L4, DETAIL M' • SLOPE WITHIN A LANDSCAPE AREA SHALL BE MOM WALL TOWARDS STFUT WITH 2% MM AND 4:1 HA MIM. til STREETSCAIOE SECTION BARRIER ON SDES ONLY MWNUFACTURE2 AND TYPE TO BE APPROI BY RECREATION AND PARKS DMTOR I~I I�flr'�iSVTeAMPw��,y�yy LOOM i. (�t�/ mm am STAMPARD SIM L -W 600" 2W -P • BLOCK VARIES2% MIN SLOPE 1`, , StA LOT PLANS fm '�' - -ET L41, DETAIL LANDWAR AREA SWL 19E FROM MANIPACRIIII AND TYPE TO BE APPROVW AND e (STANDARD _ FP.00FI - (RAISED AND ., :r • r M MNMIIH , Q MAX) M ALL FLL AREAS. 140 WIDOW ME C=Wg HOW_ RMW FOR, LAWN AREAS ► . PRWOSW OR 005M WALL PER Off STANDARD %EET L-11, DETAIL HL 5 ALL MAIDUALS WED SIALL BE NEW AND Fift MH S. WALL • -- PP400M J c :r PM CM STAN17APO IMPERIZroa SHZT L41, r6. r amm MV OR GRVOIJITTER, r - MEDM 4. ANY MV ALL OMNS SlkL BE APPItVVEI7 13Y 7W ARE Wr E01110, SM APPROVED a& DWIMO M4M RMIREATION AIV PAWS OWTOR PRM TO MIDWAYM 1. 40 022riO MIN PLAM AREA HIM CITY OFB` 0JW LANDSCAPEDETAILS t' MEDIAN ISLAND PARKWAY, WATERPROOFING PLANTER WALL,i 1 WALLS PLANNO. Siff 9L _ OF _a. APPROVED RCE xx= DATE L-9 NOTES: CocAm MON DO , NZ , I AL IN33 OWL W STMW NO Mal 20 00" MA.r � r < m fthm Loa I= mw. mme mm NOTES: ON +r LOT _RADE SIDES, mowsm AV SWALL whim SWIM i R . � Mr f' VMW C401WOM OTALMM MIALL. _- ;r/A'VA LANTJGAf% AWAY MOW SMP (SEE CITYST SRW L4, DETAIL M' • SLOPE WITHIN A LANDSCAPE AREA SHALL BE MOM WALL TOWARDS STFUT WITH 2% MM AND 4:1 HA MIM. til STREETSCAIOE SECTION BARRIER ON SDES ONLY MWNUFACTURE2 AND TYPE TO BE APPROI BY RECREATION AND PARKS DMTOR I~I I�flr'�iSVTeAMPw��,y�yy LOOM i. (�t�/ mm am STAMPARD SIM L -W 600" 2W -P • BLOCK VARIES2% MIN SLOPE 1`, , StA LOT PLANS fm '�' - -ET L41, DETAIL LANDWAR AREA SWL 19E FROM MANIPACRIIII AND TYPE TO BE APPROVW AND e (STANDARD _ FP.00FI - (RAISED AND ., :r • r M MNMIIH , Q MAX) M ALL FLL AREAS. 140 WIDOW ME C=Wg HOW_ RMW FOR, LAWN AREAS ► . PRWOSW OR 005M WALL PER Off STANDARD %EET L-11, DETAIL HL 5 ALL MAIDUALS WED SIALL BE NEW AND Fift MH S. WALL • -- PP400M J c :r PM CM STAN17APO IMPERIZroa SHZT L41, r6. r amm MV OR GRVOIJITTER, r - MEDM 4. ANY MV ALL OMNS SlkL BE APPItVVEI7 13Y 7W ARE Wr E01110, SM APPROVED a& DWIMO M4M RMIREATION AIV PAWS OWTOR PRM TO MIDWAYM 1. 40 022riO MIN PLAM AREA HIM CITY OFB` 0JW LANDSCAPEDETAILS t' MEDIAN ISLAND PARKWAY, WATERPROOFING PLANTER WALL,i 1 WALLS PLANNO. Siff 9L _ OF _a. APPROVED RCE xx= DATE L-9 r Fis. SHT' .A4_ OF 14 I MR s W944"m IL MP r OF VOIU CM NXP Or NAWtIAL MN CM mvmm mwSIFFM it E0AAI 2 TMIS PER STAKEF TO AS141002) STAKE LDCATION STAgEN , ANDr mwdtAWfm nw OILY Whim HAIMBA6111 a" 40 8M - '' 1 or 7m TO BE .►t '-� • :r FA ft"I UI ME wm 16) .r CITY OF +ice � i1 :.:►11 ►_= +J� .. BAKERSFIELD DETAIL SHRUB P APPROVED DATE PLAN NO. L-10 lANTL3it.INE OF FBVGE i OR WOOD FENCE '03' W." 10 /.&�� TYPICAL ALLWm Fb. omw (0.29m) FINI%wORADE t NOTES: CocAm MON DO MON NZ t I AL IN33 OWL W STMW NO Mal 20 00" MA.r ® m fthm Loa I= mw. mme mm NOTES: ON +r LOT _RADE SIDES, mowsm AV SWALL whim SWIM i R . � Mr f' VMW C401WOM OTALMM MIALL. _- I i ( 4. AMM VIS GPM Ot MMWW EM -MOM ARM a OF FIAOM .. NICK r i` SW R152M z MAINTENANCP5WIFZHNM LANDSCAPE PLANT MATERIAL C"INATIONS SHALL 8E BLOCKl% RfaqW PRIOR TO 51AMTTAi. OF WH.L MNPROV$MENT PLANS: 0- co s IIII Aa* ft WO OF MW SWAM OWQ - r k ♦ : r, . ( r .I I r H OR COL WTOR Or TToEEs OR OrrMSC rEA7L*M MAY !IE U14=0 OQ o W A SEPARATE ALROMATIG IRRI6ATiON SYSTEM 151EARED. ! W W o CONCEPT PIA = ZO(X+SI (TT 2MpA), r� E / ... �' ilk Fes- KWA6n4tM > • _ Oi��� `��`�` r I AIV SM" } sa TEM I - Vi/ . .- r Fis. SHT' .A4_ OF 14 I MR s W944"m IL MP r OF VOIU CM NXP Or NAWtIAL MN CM mvmm mwSIFFM it E0AAI 2 TMIS PER STAKEF TO AS141002) STAKE LDCATION STAgEN , ANDr mwdtAWfm nw OILY Whim HAIMBA6111 a" 40 8M - '' 1 or 7m TO BE .►t '-� • :r FA ft"I UI ME wm 16) .r CITY OF +ice � i1 :.:►11 ►_= +J� .. BAKERSFIELD DETAIL SHRUB P APPROVED DATE PLAN NO. L-10 lANTL3it.INE OF FBVGE i OR WOOD FENCE '03' W." 10 /.&�� TYPICAL ALLWm Fb. omw (0.29m) FINI%wORADE t IL O CocAm MON DO MON NZ t I%= KAM ® APPROVED NOTES: ON ' LOT _RADE SIDES, � 20 OOxO r � Mr f' EAM 6RADE I i ( I (BONO FOOTINS NICK r i` HOW Sim z MAINTENANCP5WIFZHNM LANDSCAPE PLANT MATERIAL C"INATIONS SHALL 8E BLOCKl% RfaqW PRIOR TO 51AMTTAi. OF WH.L MNPROV$MENT PLANS: 0- co s 'ice umrro SMALL W VIRM LY SURFAv= M XMOR AfaV IAL "To APPROYMM HARD SUM:PAGs TRSAT'MW un OWQ ,- rl".T I2IF 4 ... NLP •3► 03• W. (ISRrn) TYPICAL ALL 51015 -10 (25rnn) (SEE NOTE RW � H STRIP NI CONCRETE TAW STRIP SEPARATE TURP FROM PLANTER 05' M. Mw TYPICAL TOP SIDES o IS Mitt - 2E MAX FALL ANAY FROM RAYSRAJFO Smv 5' -Oil xrJ LAW IAT , (0.2na (© C fACTID EARTH Q PLAYuROUND 510ELV,4LK NOTES: L coN51RJX'f A DEB' SCORE JOW Al AT EVERY MCZ POST AND EVERY 5' (4hW ON ALL OTHER =METE SURFAN M 2. ALL AREAS TO REXENE CON ;I SHALL BE COMPACTED TO qO% RELATIVE DBOtTY FOR A DEPTH OF OY MOPW OR A6 APPROVED BY IRE RECREATION AND PARKS DNiE;CTOR 3. TOP OF MOW STRIP SFIAILL BE 10' MW AME FiN15F® GRADE HIS ADJACENT TO Tff AND 20 (50W ABOVE FMNSRW 6RADE NB ADJACENT TO PLANTER 4. WERE I* GRADE ON TNN° LOT SDE OF TRE WALL 15 IIN3H13t THAN TRE GRADE ON THE STREET SDE OF THE WALL, WATER PROOFIN615 REGIJPJ:D. SEE CITY STANDARD SFT LSI DETAIL 0 FOR WATER PP40F 6 FAZU1I 5. A 810 (0.2°W WIDE COCAETE MOW SVP 15 REaMW FOR ALL DAMN AREAS ADJACENT TO AN EXi5 W OR PROPOS® FJ3M4I CITY STANDARD SLEET L -I, DETAIL 'M' t W 6. ANY AND ALL UNANSE5 FROM TENS STANDARD MrAL SIM SHALL BE APPROVED BY TREE RECREATION AND PARKS VMTOR PRIOR TO CONSTRUCT 10K 'I. ALL 001101M SFIALL BE CLASS •B' IN ACCORDANCE MN Ott STANDARDS, THE LATEST EDITION OF SBI 15 OF iRE STANDARD SPECIFICATiOit AHD AS APPROVED BY THE RECREATION AND PARKS DIRECTOR 6. MOW SMP ALONG WALL SWI WAIVE PLAASTBC 9. MOW 51RP SRIALL BE 16TALLW AT ALL PROPl1tTY LLNE51. CITY OF BAKERSFIELD RF.VISIONS DETAIL FOR CONCRETE MOW STRIPS & PLAYGROUND SIDEWALK STANDARD PLAN NO. SHr II OF 14 APPROVED MRcxl x3mx DATE L-11 IL O I DO NZ t J ® '11C 013 -MM& TO SOPTIEN THE NASUAL IMPACT OF SHALL PLEA51ND � NOTES: i ' ' W � cm 2 co 0 v! (DZ D@Mif7i@9 AIWA MM $0MMAN AWISOM " rCm � ��J PLANT MATERIAL19SELECTED TO PROVIDE A LON Mc r I i ( L A PL AIMM DEPiARTM@IT APPROVE) C0 CM RAN 15 �-� O -i D rOe werew OF FLA10VII46 i I z MAINTENANCP5WIFZHNM LANDSCAPE PLANT MATERIAL C"INATIONS SHALL 8E RfaqW PRIOR TO 51AMTTAi. OF WH.L MNPROV$MENT PLANS: 0- co s 'ice umrro SMALL W VIRM LY SURFAv= M XMOR AfaV IAL "To APPROYMM HARD SUM:PAGs TRSAT'MW un OWQ F"EN ED AND APPROVED 6Y CiTY PARKS OMSiON. ( GAP PER APPROV$) 2. FOOTMIb TO BE GLASS $• CONCIM H OR COL WTOR Or TToEEs OR OrrMSC rEA7L*M MAY !IE U14=0 OQ o W A SEPARATE ALROMATIG IRRI6ATiON SYSTEM 151EARED. ! W W o CONCEPT PIA = ZO(X+SI (TT 2MpA), U E 17Mk.` TO Sldw Lbe Itroy GTIOw Fes- LWLI Ix 0 > Q } sa • ? - .�«• S. FItJ-+M) GRADE >7IfFEIUNCE ON EACH SDE OF TIE I WALLL NN1a�f�EX/C�♦ m IA' (0-11W �.0 ���S 4: O Wllr ALL MLS TO 2 (OhW ABOVE vIWG ' uj a :I 5. GROUT ALL CELLS COWAII0 6RMAI MGLLM BOND #4. !Ir (OAW OL � I BEAMS, TO TOP OF WALL. �� 12r ► N o ' ( 6. A MNNiMM OF 25% OF STFW SIDE MfA501RY TO I F i BE TEXTURED. f 1 TOP OF WALL 6RVOIT TO MATC4I R TO A MAXINM OF OblAI SLOPE, OR STBf'PE0 TO MEET MM 11131115 _ --LANDSGAPIN3 LIMTT5 WITHIN M-MIANS AS pNiEGTED BY CM EiN61NEEIt MONMw'M S'TAW M MIN NAIMMAPE Izom 0 4 I TE 3` LAN '61ION & TALL QW&W FID OE 1 VARIES bo % 6 or x N o. BEARING SOL SHALL BE C40WAG fW TO W* OF KA M' M DRY 006ITY AS DETEIII BY A51M D -W TO A A• OR MASOW WALL (OJSnA x 02tn%5 D" OF ILO' (02W BELOW BOROM OF FOOTNO =ION NT5 9L MAIER PROOF SURFAGIN6 WITH OEs' (6.0" THICK � HIM V A+R ASPK41M PROOF COATIib OF APPROVED E61K AS PER WV.TIG ► + �, • BOTTOM OF 5i OPE TREES B 20' DOL Cd'IY STANDARD SIM LA VTEAL 6L GOAT ONLY THAT FUR" BELOW LOT PAD GRADE DOWN TO F007116. 3 10. FOOTIN65 SHALL NOT 04cm im WIDTH S OM ON TIE tt . PLANS BY MORE TKAN 20 (50W ANY FOITI= N6CMW C'it 3ZONE A MOM a OR DRILL SITE 6ATE TO MAMtTAIN TRIS FOOTING HIM 94ALL BE BELOW TRE FINBt13i TOP GRADE AT LEAST 16' (0.40 OR TRE DE1'M of TRE HARD DACE TREAT= DENOTES FENcIr OR � N c F0OTM15,1NNGREVBt LTi LM BOAS MIN. PLANTER AREA A"ZPTABI.E HtARD TSSI6 MAX PLANTER AREA .�URFAGrE TRi:AATT� W Q .o DESIGN CRITERIA: A5 APPROVES? L CONCRETE MA60NRY UNIT 6RA0E'NP'. MEDNM hEf6HT REGREATtGTMi AND $4 0 32' (ObW O.C. GOWORM5 TO ASTM C90. OTA1L OF PARKS DIRWTOR BEND MTO FOOTM 2. RfIF1`ORGED 5T®. ■GRADE 40. L A TILS' MBI. BOOM OF HARD SORFACE 1 EAIM O 15 IMM ADAIACI:NT TO THE BACK OP CIAO THFIOUfi M TOME $ 3. MUAXIMM SOL MAIM PREF » IOOOPSP (6IMPA) I I 2 *M HIM t5 LESS 111" MY MEASURED FROM E TO t (A' PLANTER 14117" WOW SORPAGE TRFATMN W ONLY RE6UNNED � 4• IIID DESIGN Ei �� lti3f�r E»SIJRE $' I HARD SURFACE TREA7141W ONLY MIST BE NSTALL® MIEN THE ! HM ODES NOT OCCUR FOR 50 GONtSEGUM PEST. 0'-5' HIM LANDS-4APE PL.ANnW (SN MIS ONLY) GONGttETE d AM SEISM ZONE 1G'. 4: M0 St11LBG WILL BE ALLOWED M PLANTiSt AREA J ITRk71JT PRIOR APPROVAL OF Rf�GRPATiON AND PARKS DIRJ5CTI'JR. C 5'+ WIDE LAMDSGAPE PLANgLnA AREA (TREEE�3 )l DRlVi3NAY / I S. SUBVIVI" WALL S. STAMPED CONCRETE WALLA" SWL BE TO $OMANW SPIXftATIONS OR APPROVLA9 FCUAL b. "SPRAY HFJMD" TYPE IRR1GoATION TRE IS' SAID SORFAGE 1RtATMENT AL.ON6 PLAJiTER TO SV34ALK AREA- SU TILE ASW 9TH R�YTNSM Jh1� OF TRE METlSA OP TIE Bl: 3je• SOLID TrotoraHDUT 5m SLOPED INWARD TOWARD TRE PLANTER AT 2AL 1. •BU138LiIt HEAD" TYPE N� MTTON 15 EW50URA6ED. HOMEVM WERE STMT iL GRAVES EXGl,ED 2% PALLr'" MY REM' TYPE )RRIFiATNON L9 4mm- L API SMAC Or 9g7e ALK AND KALL I ALL ORO" CflVM OWL W PVV� Arc 1 W CLMM VMS SMALL W USW TO SCAM 5B. STARZ56 STEB. WALL ANGHDRS N4' X 24%27 MHIMLK MOIJNt® TOP � LOT SIDE • AND 007TOM EVERY 6' FLUSH TO TRE MSALL MATH EPDXY AND SHALL J? COLOR OF COiNMEM OR OtNEiR NAND SIXWE TREA'04W'SRIALL BE DE70"M IN OO E&TATION MIM TRE REC RPATTON AND OR FEWA AT PROPERLY LRE SHAML. ISI APPRrhIED By CITY FARM owls 0N. NALL OR "WML LANPOCAPIMP Mr PRGNMbE 0 UZI THrN MV 4. ALL PLAWS OMMS&"M W SH I.L. HAVE AN HAVE NO VOIDS BEThm 5044SE AND WAIT.. PARKS DIISGTOR 9. AL1.pYiABIE gG�tAN75CAPED Pl AVNTER A�� 0� AM t5 NOT LId1TTR3'!! TO R6OTAN6LLNt OR XA?GU.Nt TI016 AS LOW AS DONT i LMNIArc Mater, AnEA eErrm+ �, AMv � Mr o t.AOIVSCArE MNrrtovG►�rns SNAML ele SHALL N DAGK OP CM SMALL II ItvE COWMM s xa�A SMALL HAW A SWARAT>E To,+AND �A�Ge� � Rr�IMIRe Suf+r ae POW OF CA2#eGTIGKM7RILt. RNSF� 6RME _ I� TWN L5 AGtIEVEDL 10 66TALL MONER RAMP AT ALL NVAN NOX5PREPERABLY AT LEFT TORN POCK m AD.LY,ENT TO LAm AriNEW I ORO" eovtae iMY MOE L1l5Ep OMLY Psi! SM rROtfrA9E ICI LE9511A1100 LRl'K VISTAWA WIM EN Swat W 900*" ANP PENOE b. S ftft ANv TI s SMALL W SPAGW ND FW AS MASLOW PARALLEL TIT TML° APJAC 1W I I 11. COMPACT 03' (150nrM11 BASE TO 905 REtATNE DENSITY BELOW ALL K405CAM W. CLOSER THANK 71EK Pu.I. OIAPSM AT HAMM. . $10=1 12 MOW RAFT' REMW ON ALL EN7G OF MND (2 MEOW RAMPS PER L51 AL1?) :.a • » •` �+ : �' ' ,• REdNRET PER DETAILI V4• PER rT MAO' PER rT MAO' rm V4• PER rr 19 r.e- - --a► �� M3' ISS f Y • 2-4 Q : • - •'"�•d. �. p �. » LONEI1U171NAL. P GONTNI>OI • SAN 0 i6• (0.4m) 04. --- SECTION A -A SEGTm l -B SECTION C' --c or #5 o 24' IOAW o:G. cr (O&P) MOW RAMP NO PLANTER PLANTER 4 TURF AREA CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS DETAIL FOR I TYPICAL LANDSCAPE WALL DETAI.L FOR LANDSCAPE LIMITS WITHIN MEDIANS OR FENCE SCREEN MASONRY WALL NON -RETAINING STANDARD STANDARD STANDARD TAN RD PLAN NO. I PLAN NO. SHT _12L_ OF 14 ST _LOF 4 L ST 14OF L-14 APPROVED RcE xx DATE APPROVED RExm DAS APPROVED "xxxu DATE • _ . f A F•rtP rlb'°y 6v a G Q "tj` s�'', f V `V. IL O I DO NZ U J m p z zo ' W cm 2 co 0 v! (DZ i � ��J Mc r IL O DO NZ U J m p z zo ' W cm 2 co 0 v! (DZ i � ��J Mc r I i ( �-� O -i D i I z co Z? O 0- co O ZLL. Z OWQ 0 RoJ H OQ o W U F W W o U Z ; Fes- LWLI Ix 0 > Q LdI uj I i � I o i IL O DO NZ U J M---� p z zo ' W cm 2 co 0 v! (DZ O ��J Mc r �-� O -i D U. C-) co Z? O 0- co O ZLL. Z OWQ RoJ H OQ o W U W W o U Z ; Fes- LWLI Ix 0 Q LIMITS OF I LANDSCAPE TRACT NO. 6034 PHASE 2 , CONSTRUCTION PARK ��R —80+72.92TRACT WALL "14 ' LOT A 15 = � I� Y4" 1^ 1" S 1Y4 1Y4' 1Y4" 1Y4" 1" 1" `✓4" `✓4" ItY41" 1Y41Y4 " ' Y4" " L �t " e " I . » " - " Y4 0 ---_�, ., y4 i 4 , , , , �4" �4" �4" �4" 44 ^ 4 _J S1 2" 1Y4 �4" , , , �4 '�Y4 34 _ ,Y4 W >� 24 1 CURB tY4 a2 7 - - - - 1" 17 `S2 G3 '�" S4 ,v4" {� :-, .:� tY4" 1v4 1" 15 3 - - - -mmmm SIDE WALK 17 1" 17 S3 22 G8 S5 G10 S6 1" 15---------------�------------ --- lft 22 �, t" 17 1" 17 Yz 22 t" 17 3 o.c. 3 ac. �) �!c----- ---- - [T, B SOUTH ALLEN ROAEG4»y 1 G7 �T Adak _ 2" 'Y," 2^ 22 2" I , vz" Ys 21 1 V , — /4" 1 ^ I' — tY4 _ ,Yl" �4" ZY4 ," t Y4" t Yt" lh t Y4" �4" 4" ," 1. 1 Y4" �" t Y4" — t Y4" t Yl" t Y2" 81 +00.00 ' '" —' -M r- G5 Y2 21 , / IE2' W74+89.37 2" -C��.c.-----------------6--------------------��c------------�- SIDE WALK G2'c. CURB a 1Y4" G 1" 18 9 , 12' .721 _ LA 80+50.74 LIMITS OF LANDSCAPE ' CONSTRUCTION Em T TRACT NO. 6034 PHASE 2 1 nT „e„ N �� ��I TRACT NO. 6034 PHASE I nT R ; 29 0 0 1 (A) B LOTAll, TRACT NO. 6032 PHASE I" "23i -'4' 1 I 1 1 Y4_ _ Y4 3'4 `✓4" `✓4" —t 1 1 t U'4 Y4 Y4Y4" ;Y4" t" ■ mo 1 Y4' H CURB tom" I ,� ,Y4" 1Y4 1Y4" � 1Y4" 1Yz" 1Y4" [ W uj L SIDE WALK G11 S7 I 1 S8 G17 S9 I=;� G19 S10 S11 2 W 1" 17 >� 22 ) 1" 17 1" 17 'Fz' 22 I 1" 17 '/z 22 1" 17 1" 17 T Z , T � r �� 1 1 '/m 3 3" I 3" ..J 1 W G12 3" --ri i 3 W Yz 21t>.z" � � " V ,>�SOUTH ALLEN 4 j " -IY4m — — — — — — — — — — —1 W— — _ — 1Y4" tYi" tth" , -L— 1W _ 114 I — — — — — 1Y4" — t" — — — — t" — — — — -Y4" — — ;Y4*— — _ ;4" 1Y4"69 00 tY2" L� 1'/4" 1" I t" 114^ :4" -r �4" ," 1" 1Y4 6121V �— 74+89.37 Y2 21 21 1 22WW G8+80.44 --�� � Q o.c. SIDE WALK G14 mmmmmmmmmmmm CURB m2 20 G18 ♦ 1", -'4 11i" bid , 0i v v v v v v v v 7s `✓4 Y4 N. 1" �4 CROSS OVER SLEEVE SCHEDULE CONTRACTOR SHALL FURNISH AND INSTALL THE FOLLOWING IRRIGATION SLEEVES (2X PIPE DIAMETER): O1 SCHEDULE 40 PVC SLEEVES: O4 SCHEDULE 40 PVC SLEEVES: (1) G" (FOR MAINLINE) (1) G" (FOR MAINLINE) (1) 3" (FOR CONTROL WIRES) (1) 3" (FOR CONTROL WIRES) SCHEDULE 40 PVC SLEEVES: OO SCHEDULE 40 PVC SLEEVES: O (1) G" (FOR MAINLINE) (1) G" (FOR MAINLINE) (1) 3" (FOR CONTROL WIRES) (1) 3" (FOR CONTROL WIRES) O SCHEDULE 40 PVC SLEEVES: �--� o� (1) 3" (FOR TREES) CONSTRUCTION NOTES: O CAP OFF IRRIGATION LINE. LEAVE FOR CONNECTION TO TREE IRRIGATION TO NORTH OF PROJECT IF IT HAS NOT BEEN CONSTRUCTED. O IF LANDSCAPE HAS NOT BEEN CONSTRUCTED NORTH OF PROJECT CONSTRUCT IRRIGATION CIRCUITS AND CAP OFF, OTHERWISE OMIT CIRCUIT. n Y4 IRRIGATION VALVE KEY (SPRAY) VALVE ID CHART VALVE SIZE 2" 10 NUMBER G. P.M. REFER TO SHEETS 2 4� 3 FOR STREET SECTIONS REFER TO SHEET 5 FOR CONSTRUCTION NOTES REFER TO SHEET 5 FOR SLEEVING LEGEND REFER TO SHEET G FOR IRRIGATION NOTES REFER TO SHEETS 7 * 8 FOR TREE IRRIGATION PLANS REFER TO SHEET 8 FOR IRRIGATION LEGEND REFER TO SHEET 9 * 10 FOR IRRIGATION DETAILS REFER TO SHEET I I FOR SPECIFICATIONS d b " ' m A civ i$ 00 s SCALE: 1 " = 20' 20 10 O 20 40 rn O roM Q O Z 00 O orf O -'t Z LL- Q J J Q LLJ W U oo moo^ LLJ C0 o�v N � w Y Q m P5 a LL O w co 0z �j N a = J ¢92 OZ m z .� w N co �--� o� mz .0 acF- CC HW 0 1 � LL. cMr co z d c* W 00= Up_= �a5co C, rn --i 0wW o r 0 J � a> � va w L �z Lu w Q w � s i i w I � F G LL O w co 0z �j N a = J ¢92 OZ z .� w N co �--� o� mz .0 acF- CC HW 0 1 � LL. cMr co d c* W 00= Up_= �a5co rn --i 0wW o r 0 J � a> � va w �z Lu w Q TRACT NO. 6032 PHASE I NOTE: CONTRACTOR,5HALL FURNISH AND INSTALL I 10 V POWER TO THE ELECTRICAL METER PEDESTAL AND THE IRRIGATION CONTROLLER, TRACT NO. 6032 PHASE 2 �1 LIMITS OF 1 A A 1 r -%r- /- A T = ;.i 1 1344" 1344" nowo [.: 2 —1 Y4" 1 Yi" 1344" Lu 1 4 CURB 1" 17 S13 814 2 S15 LLj 1; SIDE WALK 12 22 1" 17 12 19 I Yz 22 3" a.c. Q.c. =3 VI ® . d r79 J LLu G21 3 I 25 16 V ® 342' 21 1" 13EN ROAD 1344" i f 1 Y4" SOUTH ALL I W 1344"1344 41-3 1342 1v4' _ _ G8+00 1" 1" �4" A �4p �4 GG+00 1344" �47+00 — — — — — — — — — I— — — — — — — _ G5+00 1344" 1344" I— _ _ _ _ _ _ _ _ _ _ 1 le \ III 1342" 1344' I V ®��22 2 \ i I Ys' 21 t� G8+80.44 �'3. // 3 2344" hI 2 12 2 . �. SIDE WALK Y2 20 2" ► URBf ���m m mm� ����.�����. 4 1 1 4 Q.c. -'4" 1" 1. 1»r. 2 I 1' 3'i" G 1 v4" Yz 20 PAIN SEE SHEET 5 �' >a v Q' 01 � �1 W' ,- 24 O >o a N m SEE SHEET 6 I MING AVENUE KEY MAP NOT TO SCALE N 0 1 ' - Y4 O LIL 0 O Fn U PN a---, 0 z G4+00 I G3+00 I- - _ _ _ _ - - - - - G3+52.70 - LIMITS OF LANDSCAPE CONSTRUCTION w G4+37.G9 IRRIGATION NOTES: I . ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR MAXIMUM COVERAGE WITH MINIMUM OVER5PRAY. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CR055 CONNECTION CONTROL STANDARDS AND CONNECTION CONTROL STANDARDS, AND SHALL PERFORM WORK IN SUCH A MANNER AS TO MEET CURRENT INDUSTRY STANDARDS FOR IRRIGATION SYSTEM CONSTRUCTION. 3. ADJUST ALL IRRIGATION HEADS TO ELIMINATE OVER5PRAY ON ADJACENT HARD SURFACE AREAS. PROVIDE ADJUSTABLE ARC NOZZLE FOR IRRIGATION HEADS WHERE OVERSTRAY 15 EXCESSIVE. PROVIDE CHECK VALVES WHERE NEEDED TO PREVENT LOW HEAD DRAINAGE. 4. ALL LOCATIONS OF IRRIGATION COMPONENTS ARE APPROXIMATE AND DIAGRAMMATIC AS SHOWN. CONTRACTOR IS RESPONSIBLE FOR THE ACTUAL PLACEMENT OF EACH COMPONENT AND FOR OBTAINING APPROPRIATE IRRIGATION WATER COVERAGE. IF CONFLICTS EXIST CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO PLACING THE COMPONENT. 5. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DE51GN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. G. ALL ACCUMULATIVE LATERAL AND MAINLINE IRRIGATION LINES RUNNING UNDER ANY WALK OR PAVEMENT TO BE INSTALLED IN 5CH. 40 PVC SLEEVES AT TWICE THE DIAMETER OF THE IRRIGATION LINE UNLESS OTHERWISE NOTED, 7. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT 15 OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT TH15 NOTIFICATION 15 NOT PERFORMED, THE CONTRACTOR SHALL A55UME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER. 8. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE. LABEL ALL WIRES WITH WATERPROOF MARKERS AT ALL SPLICES, VALVE MANIFOLDS AND CONTROLLER. 9. INSTALL VALVE BOXES 12" FROM AND PERPENDICULAR TO WALKS, CURB, LAWN, BUILDINGS OR LANDSCAPE FEATURES. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH BOX SHALL BE G" APART. SHORT 51DE OF THE VALVE BOX SHALL BE PARALLEL TO WALK, CURB, LAWN ETC. INSTALL ONE VALVE PER BOX ONLY. 10. CONCRETE THRUST BLOCKS SHALL BE PROVIDED ON ALL MAINLINE PIPING. THEY ARE TO BE LOCATED AT ALL ABRUPT CHANGES IN PIPELINE GRADE, CHANGES TO HORIZONTAL ALIGNMENT, REDUCTION IN PIPE SIZES, END OF LINE AND IN-LINE VALVES TO ABSORB ANY AXIAL THRUST OF THE PIPE. THE PIPE MANUFACTURE'S RECOMMENDATIONS FOR THRUST BLOCKS MUST BE FORMED AGAINST UNDISTURBED EARTH. 1 1. THE CONTRACTOR SHALL PROVIDE AND KEEP AN UP-TO-DATE 'RECORD DRAWING' SHOWING ALL CHANGES TO THE ORIGINAL DRAWINGS AND EXACT LOCATIONS OF FACILITIES INSTALLED BEFORE FINAL INSPECTION. THE CONTRACTOR SHALL FURNISH 'RECORD DRAWINGS' TO THE PROJECT INSPECTOR AND CITY ENGINEER. 12. THE SYSTEM 15 DESIGNED FOR THE PERFORMANCE LISTED ON THE IRRIGATION SCHEDULE. CONTRACTOR WILL VERIFY ON-51TE WATER PRESSURE AND WILL ADJUST SYSTEM DE51GN IF APPROPRIATE. 13. ALL CONTROL WIRE NOT INSTALLED ALONG MAIN LINE WILL BE INSTALLED IN 5CH. 40 PVC CONDUIT. ALL CONTROL WIRE TO BE INSTALLED AS 14 GAUGE UNLESS OTHERWISE NOTED. 14. INSTALL ALL VALVES AND Q.C.V. HIDDEN AND IN SHRUB BED5 WHERE POSSIBLE. VALVE BOXES SHOULD BE PERPENDICULAR TO THE SIDEWALK, CURB OR WALL. 15. CONTRACTOR WILL SUPPLY LAMINATED I I x 17 INCH REPRODUCIBLE AND A5-15UILT DRAWINGS TO THE LANDSCAPE ARCHITECT AND CITY OF BAKER517IELD PARKS DEPARTMENT. I G. USE ONLY 71 1 PVC CEMENT AND PRIMER. 17. LABEL ALL VALVES WITH METAL TAG INDICATING CIRCUIT NUMBER AND CONTROLLER IDENTIFICATION. 18. INSTALL RAIN BIRD SEAL-A-MATIC HEADS AT ALL LOW SPOTS ADJACENT TO PAVEMENTS WHERE LOW HEAD DRAINAGE WILL CAUSE WATER WEEPING ONTO PAVEMENTS. 19. QUANTITIES FOR IRRIGATION EQUIPMENT AND COMPONENTS APPEAR IN THE LEGEND FOR CITY OF BAKER51'IELD USE. BIDDING CONTRACTOR SHALL NOTE THAT PLAN SHALL PREVAIL WHEN VERIFYING QUANTITIES OF IRRIGATION EQUIPMENT AND COMPONENTS. 20. CONTRACTOR SHALL PRE5URE TEST MAINLINE @ A MIN. OF 125 P51 FOR (4) HOURS. LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE TO INSPECT PRIOR TO BURIAL. 21. CONTRACTOR SHALL PROVIDE DUCTILE IRON FITTINGS FOR'0' RING TYPE CLASS 200 PIPE MAINLINE CONNECTIONS FOR ALL 4" DIAMETER AND LARGER. HARCO OR APPROVED EQUAL. CONTRACTOR SHALL PROVIDE SOLVENT WELD SLIP JOINT RING TITS SEAL OR SCREWED CONNECTION FITTINGS FOR ALL SCHEDULE 40 PVC MAINLINE CONNECTIONS. 22. CONTRACTOR SHALL PROVIDE CHECK VALVES ON LATERAL LINES EVERY 200'. CONTRACTOR TO INSTALL AIR RELIEF VALVE AT THE HIGHEST POINT IN LATERAL. IRRIGATION VALVE KEY (SPRAY) VALVE ID CHART VALVE SIZE NUMBER 2" 10 G. P.M. REFER TO SHEETS 2 * 3 FOR STREET SECTIONS REFER TO SHEET 5 FOR CONSTRUCTION NOTES REFER TO SHEET 5 FOR SLEEVING LEGEND REFER TO SHEET G FOR IRRIGATION NOTES REFER TO SHEETS 7 * 8 FOR TREE IRRIGATION PLANS REFER TO SHEET 8 FOR IRRIGATION LEGEND REFER TO SHEET 9 * 10 FOR IRRIGATION DETAILS REFER TO SHEET I I FOR SPECIFICATIONS L,L_ - - - � SCALE: 1 " = 20' 20 10 O 20 40 rn 0 �- 0) Q O z 00 U � d - z oL Quj J W U oo W c0 o N ckf W Y Q m } LIL 0 cc Fn U PN a---, 0 z za o w i N � mZo jr I i W 0 r Z a� co qj�.. ® a to 00 c 00= moo= co u; 5 a. > N VQ Z w co _Z _J Lu 0 W w > m a' I � � f I � o 0 H w w Lu 0 Lu vm U. 0 LIL 0 cc Fn U PN a---, 0 z za o w N � mZo jr f-za W 0 J LL cc a� co qj�.. ® a to 00 00= moo= co 0 Qo w 5 a. > N VQ Z w co _Z _J Lu 0 W w m a' 0 H w w Lu 0 Lu vm U. 0 (A) e LIMITS OF LANDSCAPE TRACT NO. 6034 PHASE 2 , CONSTRUCTION PAR K SLOT A 4 W i , Z CURB I �'' �' � ��•"� _ _ _ SIDE WALK T2 J •••••••••••••••�••••••••••••••••�•••••••••,�c••••••••••••••••••••r•••••••••••••••••••••c•••••••••••••••••••••w�••I•••••••••••••••••rorc••••••••••••L I 3 / / T 3" 3' � S-OUTH T1»� l�T V ROAD M20 ALLEN t" 2» 2» ' SIDE WALK CURB , 80+50.74 - LIMITS OF LANDSCAPE ' CONSTRUCTION TRACT NO. 6034 PHASE 2"�� TRACT NO. 6034 PHASE I 29 23 TRACT NO. 6032 PHASE I 16 30 LOT LOT A � i � � B(A) LOT A " 1�4Z777777 (41111 7 N I `� W 7tt Il ! , W CURB T3 ► � I i t-- � SIDE WALK 3" W » I. 3" W � , 3" I 13 Z, i I ILN ,m- t' 3 W •.: 3" 1 l SOUTH ALLEN ROAD W 1 Y" 70+00 74+89.37 1.1.1 68+80.44 Q /21- " /2Yz" 2%' 3» , • • • • • • •6• • • • • • • • • • • • • • • • • • • • •c • • • • • • • • • • • • • • • • • • • • •6• • • • • • • • • • • • • • • • • • • • •c• • • • • • • • • • • • • • • • • • • • • • • • i� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • i • • • • • • • • • • • • • • • • • • •i�� • • • • • • • • • • • • • • • • SIDE WALK CURB lei IRRIGATION VALVE KEY (SPRAY) A VALVE ID CHART VALVE SIZE NUMBER 2" 10 G. P.M. REFER TO SHEETS 2 * 3 FOR STREET SECTIONS REFER TO SHEETS 5 * G FOR GROUNDCOVER IRRIGATION PLANS REFER TO SHEET 5 FOR CONSTRUCTION NOTES REFER TO SHEET 5 FOR SLEEVING LEGEND REFER TO SHEET G FOR IRRIGATION NOTES REFER TO SHEET 8 FOR IRRIGATION LEGEND REFER TO SHEET 9 * 10 FOR IRRIGATION DETAILS REFER TO SHEET I I FOR SPECIFICATIONS a- SCALE: 1 " = 20' 20 10 0 20 40 E 1 O Ir Q O z 00 U Of d O Z LL_ Q J J Q d W U 00 J W cD (D V) N ()!� W Y Q m } LL 0 12z = J PN r-� zQ m ,w w N2 � go a mQZ O F- 00�O -_ H ~WR�Q cc —i a s �C40crm a0cr O a co W z oo W ~ W M co j F- Nco O oa 0 W $ 0 • J a. / N \ v �O co ' �Z 4 w� w c a LLJ I i j I I w f 1 LL 0 12z = J PN r-� zQ ,w w N2 � go a mQZ O F- 00�O -_ H ~WR�Q cc —i a s �C40crm a0cr O a co W oo W ~ W M co F- Nco O oa 0 W $ • J a. / N \ v �O co ' �Z 4 w� w c a TRACT NO. 6032 PHASE I TM A /-T t o/ A 1 1 NOTE: CONTRACTOR SHALL FURNISH TRACT NO. 6032 PHASE 2 AND INSTALL 110 V POWER TO THE + '1 ELECTRICAL METER PEDESTAL AND 1 LIMITS OF — E THE IRRIGATION CONTROLLER, LANDSCAPE 1 AND ACIVATE. �� ; 7 CONSTRUCTION 6 LOT A 1n n t1.4 ,, (lA l ti I, . . A, 1. . . 11. . A. G4+GO. 15 --� 1A 64/4 1A111 I N ( in" W® 4 CURB T6 W �. SIDE WALK --r---1*.--------.*.,�.---------p----------.Q---- r--------------------.�----?-----31 mr 3" 1 i 3" � �� 3" 3" 2" W3" i � i '� 'VF �r J W® I;t JTH Al I FN ROAD W Z J V ®L G8+80.44111 III- Ill III 3"�k���� 3" 2Y2. 5 SIDEWALK • ••"'�••....��,•• CI CURB �'!�• • • .. • 2" 2" fI an go RECOMMENDED WATERING TIME PER VALVE: TREES 27 MINUTES PER DAY TURF G MINUTES PER DAY SHRUBS AND GROUNDCOVER5 2 MINUTES PER DAY NOTE: IRRIGATION SYSTEM IS DESIGNED FOR 50 PSI @ POINT OF CONNECTON. ASSUMED OPERATING PRESSURE @ THE VAVLE = 30 PSI MINIMUM FLOW = 12 GPM MAXIMUM FLOW = 70 GPM KEY MAP NOT TO SCALE IRRIGATION LEGEND: THE IRRIGATION LEGEND IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PIAN AND THE LEGEND, THE PLAN SHALL PREVAIL. KEY QTY MANUFACTURER/5ERIE5 MODEL HEAD TYPE NOZZLE PATTERN PSI GPM RAD. REMARKS 0 4 Rain Bird 1800 Series SAM PRS 18OG POP UP 5 Q 900 30 0.10 5' G" POP UP TURF SPRAY I 112" SPRAY HEAD 3" RECORDALL II CONTRACTOR SHALL FURNISH AND INSTALL A TURBO WATER METER AS THE 311 1 A 584 Rain Bird 1800 Series SAM PRS 18OG POP UP 5 H 1800 30 0.20 5' G" POP UP TURF SPRAY SPRAY HEAD 1 " BRASS QUICK COUPLER VALVE. INSTALL IN RAINBIKD ROUND VALVE BOX O 104 Rain Bird 1800 Series SAM PRS 1806 POP UP 8 Q 900 30 0.2G 8' G" POP UP TURF SPRAY FURNISH AND INSTALL (1) RAINBIRD E5P-24MC IRRIGATION CONTROLLER WITH Ell i SPRAY HEAD KCP C5A-24 (1) KCPCSA-24 BOARD AND GROUNDING ROD IN (1) VIT-TL 5B2255 24 5TA I KERN TURF SUPPLY e 315 Rain Bird 1800 Series SAM PRS 1812 POP UP 8 H 1800 30 0.52 8' G" POP UP TURF SPRAY RAINBIRD E5P-3GMC FURNISH AND INSTALL (1) RAINBIRD E5P-3GMC IRRIGATION CONTROLLER WITH SPRAY HEAD (1) KCPC5A-3G BOARD AND GROUNDING ROD IN (1) VIT-TL SBSS 3G STA KCP C5A-3G • 20 Rain Bird 1800 Series SAM PR5 1812 POP UP 8 F 3G0° 30 1.05 8' G" POP UP TURF SPRAY M I MIDWEST M I OGCPOG SPRAY HEAD SINGLE PHASE THIS APPROXIMATE LOCATION. e 213 Rain Bird 1800 Series SAM PRS 1806 POP UP 10 H 1800 30 0.79 10'' G" POP UP TURF SPRAY (SEE DETAIL L -G, SHEET 102). a G SPRAY HEAD 518 5 18 BRASS GATE VALVE, NORMALLY OPEN. 3" 21 e 32 Rain Bird 1,500 Series SAM PRS 1806 POP UP 12 H 1800 30 1.30 12' G" POP UP TURF SPRAY 3 I SPRAY HEAD I 112" ■ ■ ■ ■ ■ ■ ■ ■ PVC PIPE CL. 315 PVC IRRIGATION MAIN LINE - REFER TO IRRIGATION NOTE NO. 5, SHEET 1 1 5 E E ® 40 Rain Bird 1800 Series SAM PR5 1812 POP UP 5 H 1800 30 0.20 5' 12" POP UP SHRUB SPRAY PVC PIPE SCh. 40 PVC IRRIGATION LATERAL - REFER TO IRRIGATION NOTE NO. 5, SHEET I I PLAN SPRAY HEAD SEE ® 40 Rain Bird 1800 Series SAM PR5 1812 POP UP 5 Q 900 30 0.10 5' 12" POP UP SHRUB SPRAY SPRAY HEAD 0 20 Rain Bird 1800 Series SAM PRS 1812 POP UP 5 Q -B FULL 30 0.50 5' 12" POP UP SHRUB SPRAY SPRAY HEAD ♦ 172 Rain Bird 1800 Series SAM PRS 1812 POP UP 5 FULL 30 0.50 5' 12" POP UP SHRUB SPRAY SPRAY HEAD CST -B I RW5 ROOT SEE BUBBLER DETAIL, O 20G Rain Bird RW5 Series BG02 WATERING 1402 BUBBLER 30 0.50 - SHEET 9. SYSTEM NOTE: INSTALL TREE BUBBLERS WITHIN SPECIFIED WATERING BASIN IN TURF AND GROUND COVER AREAS. VALVE ID CHART: -- © TREES: HT1 T2 M1-17 T4T5T6�Z 20 Y2 18 Y2 20 Y2 18 UID SHRUBS ANDS1 S2 S3 S4 S5 S6 S7 S8 ©IGROUNDCOVER: ' 224 1" 17 Y2 22 Y2 22 1" 17 yi 22 ,� 22 1" 17 S9 S10 S11 S12 S13 S14 S15 Y2 22 tnZj 1" 17 Y2 22 Y2 22 1" 17 Yz 22 F912TURF: G1G2 G3 G4 G5G6 G7G8G9 610 1"17 1"18 1"17 tn22 t.Y212J2 Y221 1h 211"17 %21 1"17 FG -1 -11 612I 613 614 FG1- -51 616 617 618 G19 2 1" 17 Yz 21 tntj L 20 Y2 22 tY212J2 1"17Y2 20 1" 17 1" 17 621M222 ®2 25 ®®®®®631Yz 21 1" 12 Y2 21 1" 13 >� 20 1" 17 Yi 20 �fz 19 1" 15 1" 15 IRRIGATION VALVE KEY (SPRAY) — VALVE ID CHART VALVE SIZE =2"l NUMBER G. P.M. IRRIGATION 0 G4+00 G3+00 zl G3+52.70 LIMITS OF LANDSCAPE CONSTRUCTION G4+37.69 UIPMENT LEGEND: THE IRRIGATION EQUIPMENT LEGEND IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL. KEY QTY MANUFACTURER MODEL DESCRIPTIONS/REMARKS SIZE 21 m 111 RAINBIRD PEB AUTOMATIC CONTROL VALVES VIDY52 (SEE DETAIL L -G, SHEET 10). 3 I I 112" 3" RECORDALL II CONTRACTOR SHALL FURNISH AND INSTALL A TURBO WATER METER AS THE 311 1 I BADGER TURBO METER IRRIGATION POINT OF CONNECTION. FEBCO 3" 825Y FURNISH AND INSTALL BACKFLOW DEVICE WITH STAINLESS STEEL STRONGBOX 311 ENCLOSURE AND VIT POLAR PARKA. (SEE DETAIL L-4, SHEET 9). 1 " BRASS QUICK COUPLER VALVE. INSTALL IN RAINBIKD ROUND VALVE BOX „ �o.c. 22 RAINBIRD 44 LKC/T5J-18 (SEE DETAIL L-8, SHEET 10). I I RAINBIRD E5P-24MC FURNISH AND INSTALL (1) RAINBIRD E5P-24MC IRRIGATION CONTROLLER WITH Ell i KCP C5A-24 (1) KCPCSA-24 BOARD AND GROUNDING ROD IN (1) VIT-TL 5B2255 24 5TA I KERN TURF SUPPLY W/ GROUNDING CONTROLLER ENCLOSURE (SEE DETAIL L-7, SHEET 10). � W PACKAGE I RAINBIRD E5P-3GMC FURNISH AND INSTALL (1) RAINBIRD E5P-3GMC IRRIGATION CONTROLLER WITH ©2 (1) KCPC5A-3G BOARD AND GROUNDING ROD IN (1) VIT-TL SBSS 3G STA KCP C5A-3G 1 KERN TURF SUPPLY W/ GROUNDING CONTROLLER ENCLOSURE (SEE DETAIL L-7, SHEET 10). I PACKAGE M I MIDWEST M I OGCPOG CONTRACTOR SHALL FURNISH AND INSTALL I I OV POWER TO SINGLE PHASE THIS APPROXIMATE LOCATION. I IOV 200 PEB W/ MASTER IRRIGATION CONTROLLER (MIC) NORMALLY CLOSED. 211 0 I RAINBIRD SOLADA (SEE DETAIL L -G, SHEET 102). a G MATCO 518 5 18 BRASS GATE VALVE, NORMALLY OPEN. 3" 21 111 MATCO 770 SCh. 80 PVC BALL VALVE, NORMALLY OPEN. 3 I I 112" ■ ■ ■ ■ ■ ■ ■ ■ PVC PIPE CL. 315 PVC IRRIGATION MAIN LINE - REFER TO IRRIGATION NOTE NO. 5, SHEET 1 1 5 E E I RRIGAT10N PVC PIPE SCh. 40 PVC IRRIGATION LATERAL - REFER TO IRRIGATION NOTE NO. 5, SHEET I I PLAN SEE PVC PIPE SCh. 40 PVC IRRIGATION SLEEVE - REFER TO IRRIGATION NOTE NO. 5, SHEET I I IRRIGATION PLAN REFER TO SHEETS 2 * 3 FOR STREET SECTIONS REFER TO SHEETS 5 * G FOR GROUNDCOVER IRRIGATION PLANS REFER TO SHEET 5 FOR CONSTRUCTION NOTES REFER TO SHEET 5 FOR SLEEVING LEGEND REFER TO SHEET G FOR IRRIGATION NOTES REFER TO SHEET 8 FOR IRRIGATION LEGEND REFER TO SHEET 9 * 10 FOR IRRIGATION DETAILS REFER TO SHEET I I FOR SPECIFICATIONS " 4 C/ 2 0- a SCALE: 1 " = 20' 20 10 0 20 40 r m v i I � W 1- I m I '-<I -- 40 -aw qw --.... - r ;;" : .; . s I:. r • W. •1�•zrs `s i„c��• 'S. PORt'IrAEC GB'Qtt' GONGREIE U3L'D POR 7i�19T b� r .-. PROYM 3 OF S 5CM AO OF 7W STANDARD ALL SMIRK& HMr MAIM LKS 514ALL BE WSTAUM 2Y SWAMATIM OF TEE GAUFGWiA DEPARTHW OF TRA SPORTATIOM= APP1®O40 GUUM MOM. • r .:r r ` w i IMM 0M 7EEN 0wis aS OF VMOC” OEDM6 K YALVESi1, AV PIPE VW om X321 / � 40 E.L S. MEN Tow R =KS ARE U9E0.7IE SIZE AM0 TYPE OF TEE BLOGIC * IST W SAMP ON TIE MAXK" IM ST FORGE E)VE07W AND TIE LOAD - BEA" GAPAWY OF TML SOIL. Z F- —*A , b. ALL GO CRE'llE Yf R W ROCKS SHALL EE M1 -: . . r. . 0 H W a Cr cccocc - •ff �f•f 'rf AND - i - , PRIOR I MML04MAIM 6. ALL - -. r SIALL BE IN ACCMAKE CID Off STAWAF056 ~A67MS REC0#43VAIM. , 20 OF IM STMPAFV 7915111"IM MV AS VWTE0 Ur VE IWREATM MV PAM DMIOR. 1. ALL HAltRAL M SWI BE NEW AN2 MM FROM WOWMVIOW 6 ALL MIRK& 16TALLArOb MW PM* OR - _- .r - O - SI > e' WWROL LDE IF430K ZF Zr r r r, I :44, 4 r ,%/�%f�%jam/f /f/�%�/•t�% i `•. ... Ili - , rZ1 ::-._. , - . e- , -:e - I ��ffYf7�,.Yf.Yf>ff �, ..c -•_ ,. r . CITY OF BAKERSFIELD DETAILS • • PIPING9 oI TRENCHING, BACKFILL STANDARD PLAN NO. '-<I -- 40 -aw qw --.... - r ;;" : .; . s I:. r • W. r •*'r r ur r r r.,v r rvr� Ka i 15= Md '(00 •* A to . �; -1$' MIN., •15' 1�N. • WWIRED ON ALL ASSERaJIMi CONCIZTE SLAB PLAN NOTM: OALVARM :. BY IM r _ � MLL BE ,.I UM IVWN PIPE TAPE ON ALL VEAM JAM, f Ir 9"IRW - KWA619M, AM PIWFORKWE 111009MM ly HK I"Mm P1110" 6&V*w PIPE TO MX P" SKL --- : . • , ' APIW*W WK BY 7W MMA" MV RAM OWWM 1 � •/ 1. r1' • � __, , (OJW 1WK ROWMEP MCIVE �. IMM..:. FOR ALL MA113t PRMMMYM MOM am CWA41151! 911AU It IJP (0.45W ON ALL SM OF IM JJ�rr� - LA WON 20 OF M STANPARD SPEC41CATM AV AS PNWW 11Y M WfMAYM NV PARKS 0111115070R. MUM I' • r V I t I t , F ." A55EMBLY TO - r aid, ALL ChNIMS OWL BE AFRI RY 11C WEArION ANP PARKS ., CITY OF BAKERSFIELD DETAILS O' POTABLE WATER PROTECTION f 1 i 4 y� ..r :. � • ' 7;•(r'� �il e'r'r• ' •; 1) 6RADE : ? rt �': ';; 'ry�•k �s•`K•'.'.l�i ����• '~ye _orb '•�.i•r�• ROADMIAY Kk;v-c,4n rmu SLEEVE torr -OF -W CWY Q V (0.4W BOW laff-OF-my LME T ► PLAM VI /rte 40 - ;;" : .; . s • •1�•zrs `s i„c��• /rte ,'•.:: . ;• • i - ;;" : .; . s • •1�•zrs `s i„c��• 'S. PORt'IrAEC GB'Qtt' GONGREIE U3L'D POR 7i�19T b� JI PROYM 3 OF S 5CM AO OF 7W STANDARD ALL SMIRK& HMr MAIM LKS 514ALL BE WSTAUM 2Y SWAMATIM OF TEE GAUFGWiA DEPARTHW OF TRA SPORTATIOM= APP1®O40 GUUM MOM. 0 t 4. MW BLOGKS SHALL BE USED AT GIIA M OP w i IMM 0M 7EEN 0wis aS OF VMOC” OEDM6 K YALVESi1, AV PIPE VW om X321 / � 40 E.L S. MEN Tow R =KS ARE U9E0.7IE SIZE AM0 TYPE OF TEE BLOGIC * IST W SAMP ON TIE MAXK" IM ST FORGE E)VE07W AND TIE LOAD - BEA" GAPAWY OF TML SOIL. Z F- b. ALL GO CRE'llE Yf R W ROCKS SHALL EE M1 0 H W a Cr cccocc - S. ANY AND ALL QMSES SKI BE . a :r BY 71E RECREATION- AND - i - , PRIOR I MML04MAIM 6. ALL - -. r SIALL BE IN ACCMAKE CID Off STAWAF056 ~A67MS REC0#43VAIM. , 20 OF IM STMPAFV 7915111"IM MV AS VWTE0 Ur VE IWREATM MV PAM DMIOR. 1. ALL HAltRAL M SWI BE NEW AN2 MM FROM WOWMVIOW 6 ALL MIRK& 16TALLArOb MW PM* OR - _- .r - O - SI > e' WWROL LDE IF430K CITY OF BAKERSFIELD DETAILS FOR ELECTRICAL CONDUIT TRENCHING, SLEFVING, AND BACKFILL Sirr 3 OF 14 AMOVW VALVE AWHM REVISIONS STANDARD PLAN NO. L-3 e Q0° ELL Q GR055 oM.11,1119 NOTMil 1. ALL MNMJN[5 NOTAUED SWVl BE TESTED AS PLR IWIIFAGRM S TUXATIONS AND OWL W A PART � 450 TEE OF TIE WALLATION SPWAMCATIM Z ALL INSOM D8'1F15 OWL BE PER Gmr ,'•.:: . ;• • i STANDARD 9W L -Z DETALS D, E, AW F. ;;" : .; . s • •1�•zrs `s i„c��• 'S. PORt'IrAEC GB'Qtt' GONGREIE U3L'D POR 7i�19T b� &m* Si KL BE a A6S T AS PFR APMI.lGABLE cc 0 Z PROYM 3 OF S 5CM AO OF 7W STANDARD Z G ' SWAMATIM OF TEE GAUFGWiA DEPARTHW OF TRA SPORTATIOM= APP1®O40 GUUM MOM. 0 t 4. MW BLOGKS SHALL BE USED AT GIIA M OP w i IMM 0M 7EEN 0wis aS OF VMOC” OEDM6 K YALVESi1, AV PIPE VW om X321 / � 40 E.L S. MEN Tow R =KS ARE U9E0.7IE SIZE AM0 TYPE OF TEE BLOGIC * IST W SAMP ON TIE MAXK" IM ST FORGE E)VE07W AND TIE LOAD - BEA" GAPAWY OF TML SOIL. Z F- b. ALL GO CRE'llE Yf R W ROCKS SHALL EE M1 AGCAROAMGE MIM TML LATEST APPROVED EDtit011 OP 7W WPM P11N'lp16 GORE. CITY OF BAKERSFIELD REVISIONS DETAILS FOR THRUST BLOCKS STANDARD PLAN NO. SHT .,.5_,. OF _-L4. APPROVED RCE XX7CX)C DATE L-5 F.G. li (TVP.) INSTALL ARBOR TREE GUARD IN LAWN AREAS )TE: CONTRACTOR SHALL CONSTRUCT A `MPORARY WATERING BERM AT ALL TREES. G" YELLOW PLASTIC CAP. FINISH SURFACE NO MORE THAN r" ABOVE FINISH GRADE. RAINBIRD RWSB 4"x3G" WITH 1/2" MALE NPT INLET OR APPROVED EQUAL. (2x) BACKFILL WITH 11 s ROCK 1 SCHEDULE 40 PVC LATERAL (IVP) BUBBLER INSTALLATION NTS MAINTENANCE PERIOD . Post Installation Maintenance period shall be for 3G5 days after written approval of Project Landscape Architect. 2. Planting: A. Contractor shall provide all labor, materials and equipment to perform work on a continuous basis during the post -installment maintenance. Constant diligence shall be maintained for the advent of disease, insects and/or rodent infestations and proper preventative or control measures taken. Contractor shall perform their maintenance period duties with the understanding that all installed plant material is under his care, and shall show considerable and noticeable progress in health, growth and vigor, up to the final written acceptance by the owner. B. should the Owner or Project Landscape Architect and/or Owner's Representative 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 towards completion of said maintenance period will be terminated. The maintenance period will be extended one (I ) day for each day the area is out of its maintenance period. After the problem area has been corrected, the Contractor shall request a re -inspection by a Project Landscape Architect and/or Owner's Representative. When the mspection is completed, and the area is in satisfactory condition, then, and only then, will the Owner re -accept the area in writing. Costs incurred due to damage or replacement of landscape elements, during post -installation maintenance period(s), shall be the responsibility of the contractor. C. All areas including but not limited to, turf, ground cover areas, concrete walks, gutters and slabs, shall be kept clean and free of litter and debris. D. Subsurface drams and catch basin grates shall be kept clear of leaves, litter and debris to ensure unimpeded passage of water. Drain lines shall be periodically flushed with clear water to avoid built-up of silt and debris. E. All types of weeds shall be removed and disposed of off-site. If serious weed pests (i.e. blackberry, nut sedge or bind weed) appear or are present prior or subsequent to planting, sodding or hydroseeding those shall be treated with a non-selective and post -emergent herbicides) as specified by a Licensed PCA. F. Contractor shall continuously maintain areas included in the Contract during the progress o of the work and until final acceptance of the work. G. During the Maintenance period, Contractor shall maintain the site, by mowing, watering , weeding, fertihzmg, reseeding, mulching, cultivating, spraying, and trimming or pruning necessary to bring the planting material to a healthy growing condition. All areas are to be kept neat, edged and attractive. Maintenance is to be made on a weekly basis. H. In no case, shall any tree or shrub be sheared or topped. All tree or shrub shall be maintained in their natural shapes. I. Lawn maintenance shall include watering, fertilizing, weeding, mowing, trimming, replanting and other operations. Contractor shall roll, regrade, and replant bare or eroded areas and re -mulch to reproduce a uniform, smooth lawn. J. Contractor shall water lawn at the minimum rate of I " per week. K. Contractor shall mow lawn as soon as there is enough top growth to cut with mower set at the specific height for the principle series planting. Repeat mowing as required to maintain specified height with cutting more than 40% of the grass height. Do not delay mowing until grass blades bend over and become matted. Do not mow when grass is wet. L. Lawn Post Fertilization: Contractor shall apply fertilizer to lawn after first mowing and when grass is dry. 3. Irrigation system: A. Contractor shall properly maintain all parts and systems of the irrigation installation. B. Any erosions or slippage of soil cause by watering shall be repaired by the Contractor at his expense. C. Contractor shall provide for the delivery of water in sufficient quantities and adjust water application to compensate for seasonal and shaded conditions throughout the project site. C.O.B. STANDARD MAINTENANCE PERIOD . The contractor shall provide all labor, matena15 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 (3G5) 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 pest (i.e. blackberry, nut sedge or bind weeds) shall be spot sprayed with 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. G. 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 th omaintenance period, discover that the terms for the maintenance period as 5tated herein have not be terminated. The maintenance erioil 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-inspecion by a City of Bakersfield Recreation and Parks representative. when the inspection is completed, and the areas 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. At the conclusion of the maintenance period, a final inspection of work will be mad by the City. Any removed plants not in satisfactory and healthy condition from the site shall be replaced with material of like kind and sire 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, wall, fences, mow curbs, valve boxes, tree bases, shrubs, etc. 10. Before the start of the maintenance period. The contractor shall prepare and submit on a (new) set of blueline 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, a set of I I X 17 laminated "As Guilts" with highlighted color coded irrigation reference chart and schedule, keys to the controller, and two quick coupler valve keys shall be submitted to the City. x 07 W W W N W N V- V - U. LL 0 LL 0 OC • COZ b� cc 0 Z mi Z G ' •� W C4 2 co Cl) 0 t V/ w �(� .`P X321 / 07 W W W N W N V- V - U. LL 0 LL 0 OC • COZ J La cc 0 Z mi Z G ' •� W C4 2 co Cl) (0ZJ 1 1 cry CC F- W W Ix J 0�� LL, a Z Z 0 I i Z F- 0 H W a Cr cccocc o o0Q W _ J CID W W a � W 0 H o (/i a > LiiC w j I j oI 07 W W W N W N V- V - U. LL 0 LL 0 OC • COZ J La cc 0 Z Z G ' •� W C4 2 co Cl) (0ZJ cry CC F- W W Ix J 0�� LL, a Z Z 0 Q F- 0 H W a Cr cccocc o0Q W _ J CID W W a VQ H Z w W 0 H o (/i a 07 W W W N W N V- V - U. LL 0 TOP OF VALVE Box 25'(0.16W EXPANSION LOOP FINISHED GRAM ALL hns. f TEE %T) MAIN OR ELL, 6T-) l LIFI>r rt !: i ♦ r r CITY OF BAKERSFIELD REVISIONS DETAILS FOR REMOTE CONTROL VALVES STANDARD PLAN NO. SHT _ +6 OF 14 AMOVED .r..�..r,r...r,.rr j —6 RCE 7CXXXX DAZE . j„1 TOP MOUNT STAINLESS STEEL EZL05M AIi T OMATIa `ti CONTROLLER AU "TRC O CONTROLLEPI TOP MOWSTAINLE55 5TEEL rINI lY ENCLOSUREOSSTRIPS WITii 1I iib.O* (0.15W 7��*RNIJtf! MIN. CRAVE -Ale- w DIRECT BURIAL CONTROL NRE TO CONTROL 120 -VOLT SMILE VALVES. IN CONDUIT. PVC LON6 SMLr E2.L - PRONT VIEW SIZE A5 REGIIARED. MODEL 55-2255 (VTR O N/ BOX BY r IT P 7 W=T✓) OR APPROVED EAUAL 1RR16ATION CONTROLLER ENCLOSURE NOTES: 515E Y I L USE SGAEI7LLE 60 PVC COF 0 W►TH AN ENCLor.ED 5. ALL IRRIGATION INSTALLATION %HALL BE IN ACCORDANCE HN r• -<r M LATESTEDITION OF THE CALIFORNIA fr ANDMAWAOnAERSMMMATIM SECTION tI OF cipmCOWACT 03'(SOnW BASE TO 110% RELATIVE M F SPEC11FICATM, AND DIRECTED E► 5R" J S. ALL OW16ATION CONTROL. WIRES WI ROL AND GSW S IIALL ii i MDTE GONTF.4L Y1 L.1, E BE 14 604M Ul- SINSIX STRAND COPPER HIRE, TAPED AND zo BUNDLED AT V 0,04 INTERVALS AND FLAMED FEAR THE NOTES: IRMATION MAKIIE AT TIE 5 O'CLOCK POSITION. .QciJ SEE C47Y STAWAR5 SHEET L-2. I. USE TEFLONON ALL T►RQAJOINTS. P. ALLWWiV91ALL BE WATERPROOFAND APPROVED BY TAE RECREATDN AND PADS DIRECTOR. SPLICES WILL NOT 2. ALL NIPPLES SHALL BE SCHtME 60 IWC, ALL FIT7IN65 BE ALLO *P UNLESS APPROVED BY TAE RECREATDN AFD SHALL BE 5CHEEXLE 40 PVC. PARKS DIRECTOR TIE APPROVED SPLICES WILL REQUIRE TFE U'aZ IE OF A SPLICE BOX 3. ALL I M16ATION CONTROL VALVES SHAD. BE PLACED IN A P#.ASTIG _ IR06ATION CONTROL. VALVE BOX H" VALVE D TA6 MsTrO�P OF `t. KWA1N 2.0' (©hW SPARATION F040TE THE VALVE BOX SY LL BE 20 (50"W BELLOW FINl%V GRADE IN TURF CONTROL. VALVES (MIEW.NE To CENTERL j WEENMORE THHAN AND 2,0' (50nm) ABOVE FINISI'M BRAVE IN PLANTER AREA. THE ONE VALVE 15 IINSTALM SAF LE? IN E LOCATION PLASTIC FOLLD IN6 VALVE BOXES AND LIDS OR APPROVED EC41AL MUST BE ABLE m REPLACE VALVE MTHOUT Cjm* ARE DW4ED ACCEPTABLE. ANr DEVIATION FOR THE A"eP EP BOXES 1IRRf6ATION LN5 OR MOVW sox MUST BE APPROVED BY TAE RECREATION AND PARKS DMBELOW T�OR 6. WHERE P056= LOCATE VALVES N THE PLANTER AREAS. 5I146LE VALVES: was PRO SERIES I4'XI4* 4. ALL MWATON INSTALLATIONS STALL BE IN ACCORDANCE NTH CORRU&ATED VALVE BOX WITH BOLT 04" COVER. aY STANDARDS, THE LATEST APPROVED EDITION OF THE HINIF M GUICK COUPLER: NOS PRO SERIES IO" ROUND RIMM CODE; MAIQACTWBt5 Rb a4V VATIONS, SECTION CORRUGATED VALVE 13OX WITH BOLT D" CAVED. 20 OF THE STANDARD WL FICATIONS, AND AS DIRECTED BY THE W Q RECREATION AND PARKS DNRI:CTOR. p� /� /� ��y�. �g�� g �y/y a g HNIRE PULL BOX: NDS PRO �IS 15*X2VM J -W RECTAN&)LAR VALVE BOX WITH BOLT poM COVER. 10. ALL MATERIALS U5{~D SWI BE NEW AND FREE FROM DEFECTS 4. INSTALLATION OF EXTRA IRRIGATION CONTROL WIRE FROM 11. ANY AAD ALL CHANGES S OLL BE APPROVED BY THE RECREATION IRRIGATION CONTROL. CLOCK TO ROOM CONTROL VALVE 15 AND PARKS DOCTOR PRIOR To HPLE IENTAT•ION. RE24RED FOR EACH MANIFOLD OWE OF VALVEW, EXTRA HRE %HALL BE A Dir COLAR THAN THE ONE USED To 12 SEE APPROVED LMVSCAPVNWJ6ATION PLANS AND LEOM OPERATE VALVES (ONE COLOR FOR ALL VALVE WIRES 4 OIIE COLOR POR SPECIFIC MODEL, NP100%, SM QPMTY, MAWIJFACTIIRERS FOR ALL EXTRA WM3 AND PERFORMANCE RE2MI45ITS, CITY OF BAKERSFIELD REVISIONS DETAILS FOR REMOTE CONTROL VALVES STANDARD PLAN NO. SHT _ +6 OF 14 AMOVED .r..�..r,r...r,.rr j —6 RCE 7CXXXX DAZE . j„1 TOP MOUNT STAINLESS STEEL EZL05M AIi T OMATIa `ti CONTROLLER AU "TRC O CONTROLLEPI TOP MOWSTAINLE55 5TEEL rINI lY ENCLOSUREOSSTRIPS WITii 1I iib.O* (0.15W 7��*RNIJtf! MIN. CRAVE -Ale- w DIRECT BURIAL CONTROL NRE TO CONTROL 120 -VOLT SMILE VALVES. IN CONDUIT. PVC LON6 SMLr E2.L - PRONT VIEW SIZE A5 REGIIARED. MODEL 55-2255 (VTR O N/ BOX BY r IT P 7 W=T✓) OR APPROVED EAUAL 1RR16ATION CONTROLLER ENCLOSURE NOTES: 515E Y I L USE SGAEI7LLE 60 PVC COF 0 W►TH AN ENCLor.ED 5. ALL IRRIGATION INSTALLATION %HALL BE IN ACCORDANCE HN CITY OF BAKER.SFIELD DETAILS FOR TOP MOUNT, STAINLESS STEEL CONTROLLER ENCLOSURE I SHT ._.7 - OF 14 1 APPROVED•••••••A••••• RCE X%XXX DATE rrirrnrnrr.rra i..a i�i...�.�..■�r.rrn.�ri.r.rr REVISIONS STANDARD PLAN NO. r• -<r M LATESTEDITION OF THE CALIFORNIA fr ANDMAWAOnAERSMMMATIM SECTION tI OF cipmCOWACT 03'(SOnW BASE TO 110% RELATIVE M F SPEC11FICATM, AND DIRECTED E► J 5. ALL IWASATIONt I w EWAOSLM 514ALL BE I' MOW, 6. ALL MAMU" %Mi BE NEW AV FREE FROM WTOM zo W 00 .QciJ 4. POMC*MTE BASE K - -..a,. -1. FOR DMNAM APPROVED BY THE RECWATION ANDI PAWS DMTOR PRM TO MY TYPE OF CMTIWTlOK CITY OF BAKER.SFIELD DETAILS FOR TOP MOUNT, STAINLESS STEEL CONTROLLER ENCLOSURE I SHT ._.7 - OF 14 1 APPROVED•••••••A••••• RCE X%XXX DATE rrirrnrnrr.rra i..a i�i...�.�..■�r.rrn.�ri.r.rr REVISIONS STANDARD PLAN NO. SCR. 60 MG wM 90s im NATERN. LHN:— iSHT —6OF __14 i���rrrrr� I 1. LEE TEFI.ON PIPE ON ALL TFXADW JOINTS 2. ALL R. ;r NIPPIlro SMU BE %H. 60 PVC. AU. FrMN66 VALVESSRALL BE SON. 40 PVC. 3. ALL LATERALS Sl+NLL BE aA-% 200 PVC OR AS REOIARED ON RAS 4. *0 RM6ATION HEADS An INSTALLED WITHIN DeNNI(NENTS, A DRAIN VALVE OR CfECK VALVE 15 FMIRED To PREVENT M05M AND MM VALVES BE NSTALLED AT LOCATIONS AS PFX6CRM BY THE SPECIFIED COIDMONS AND 94ALL BE PLACEMM AND U5E. 5 ALL POP LIP IHEADS %U BE 2.00 (054 FROM CMRETE AND A6RKT <* ALL LAROE FJOLS IRRIGATIONr AREAS. W16W OF 'r` LIP WADS• • . 6.00 1015WFOR LAM AREAS •` (03W FOR `, 1003W FOR GROW COVEIro LOCATE 0♦5 MIN. 4' (IoOmW H90MOF BUILMTo BACK I. `: •, r -Jr SA 5ERIESOR APPROVED EXAL 6 MY AV ALL OANOES MM THIS STAVARD VETAL BY APPROVED BY TW FaffATION AND PARKS MMTM ,q. SEE APPROVED LAW%AFEMMOATION Pl_A* AW LM" 1/ ''q: i / 01 IEM'J ii E FINSHM GRADE IN W AREAS R.ASTIC, ROW VALVE E30X NTH BOLT .• HEAT r %Xr ONTO U0. GUICK COLKM KEY NTH MALE HOSE 515 WMECTION SHOWN,BOX _FINISW _ -1#:�t:t� -tl-tl anCK COJIM STAINILM STEM UAW BRICK SL"VRTS TRIPLE SHIN6 JOINT MAXINEFZ: STAKM IMWIfW LANDSCAPEM 3/40 ROCK I CWkr, FT. fv0P LP sMAYW,6Q QUICK Gam (bottom Mounto CLITY OF BAKER.SFIELD LANDSCAPE AND IRRIGATION DETAILS FOR. VARIOUS IRRIGATION HEADS APPROVED �r�r.rw RCy J0=x DATE. REVISIONS STANDARD PLAN NO. L-8 4 r( LL. 0 �z J z zo W 00 .QciJ O f. (P wW 0 -J1 U'aZ - _ r ® zU.Q 90 F"WMM cc Q a: �� 1•t - VN. e ulk 0w o W v, a ; 14 LANDSCAPE SPECIFICATIONS: General Notes: 1 . Scope of work: Complete ail landscaping work as shown and described on the drawings and as specified herein. 2. Contractor shall submit the following items to the Project Landscape Architect or Owner's Representative prior to installation for review and approval: A. Product Certifications signed by manufacturer's certifying that their products comply with specified requirements includes: I ) Manufacturer's certified analysis for standard products and literature; samples, if requested; 2) Analysis for other material by a recognized laboratory made according to methods established by the Association of Official Analytical Chemists, where applicable; 3) Label data substantiating that plants, trees, shrubs, and planting material comply with specified requirements; 4) Certification of grass seed from seed vendor for each grass -seed mixture stating botanical and common name, percentage by weight of each species and variety and percentage of purity, germination and weed seed as well as the production and date of packaging. B. Material Test Reports: i ) Material test reports from licensed independent testing agency, approved by Project Landscape Architect, indicating and interpreting test criteria conforming to ASTM E G99 standards. Reports should recommend quantities of nitrogen, phosphorus, potash nutrients, limestone, aluminum sulfate, or any other soil amendments needed to bring existing 50115 to produce a suitable foundation for optimum plant growth. For Bidding purposes: a minimum of two (2) soils samples shall be taken from the site for testing. The total number of 5011 samples will be determined at the Pre-constuctlon Conference stated In section 3, item D: 1) Analysis of existingg surface sod n) Agricultural suitability nr) Analysis of imported topsoil, 1f necessary. 3. Prior to Installation: A. Contractor shall visit the site and verify that all the conditions of the site are are free from obstructions not shown in plans. Contractor is to notify Project Landscape Architect and Owner's Representative as soon as possible If any obstructions are discovered. B. Contractor shall determine locations of above grade and underground utilities and perform work in a manner which will avoid damage. Maintain grade stakes until removal Is mutually agreed upon by all parties concerned. C. Contractor shall verify static water pressure at the irrigation meter and 5ubmlt a written report It to the Project Landscape Architect prior to the Pre- Construction Conference. Do not install Irrigation system prior to Project "Landscape Architect's review and approval of static water pressure. D. Contractor shall schedule a Pre -Construction Conference with Project Landscape Architect prior to any installation. contractor shall submit a written request for conference at least forty-eight (48) hours prior to proposed time of conference purpose of this conference is to review questions Contractor may have In regards to the work and administrative procedures during construction and project work schedule. E. ForBid Purposes the following 15 a typical Progress Observation Schedule, this may change after the Pre Conference. i) Observation of irrigation performance test and head layout 11) Observation of plant materials (at time of delivery), layout and placement at site, guying and staking procedures, X11) Observation of installed hydro -seed area or sodded area at time of planting. Iv) Observation of Po5t-In5tallat on and Pre -maintenance period V) Observation Post -maintenance period f. Contractor 15 responsible to protect all existing property, persons, work In progress, structures, utilities, walls, walks, curbs, paved surfaces, drainage materials, existing vegetation to remain, and surveying markers and monuments for damages incurred arising from this Contract. Contractor shall pay for any such damage at no additional Cst to the Owner. G. Contractor Is to keep all paved surfaces and planting areas clean of 5011 and debris on a daily basis. Contractor shall clean all paved surfaces affected by irrigation or landscape work prior to final acceptance. H. Prior to Contractor starting landscape scope of work, a weed eradication program will be implemented within the limit of landscape construction. Contractor will be responsible to preserve a weed free site, from beginning to end of the maintenance period. A final herbicide application will be required for all turf and planter areas one (I ) month prior to the end of the maintenance period. The Contractor shall provide this work only through a licensed PCA. 4. General Planting Requirements: A. Landscape work may be completed by a single Contractor specializing in landscape Installation with a minimum of five (5) years proven experience, with a satisfactory resume of similar landscape instaiiatlons that are completed. Contractor will also supply satisfactory documentation of sufficient equipment and trained crews to accomplish this job In a timely and professional manner. Fax this information to the Project Landscape Architect, 834-0972, at McIntosh * Associates. B. All plant material delivered on site shall conform to The American Standard for Nursery Stock, ANSI ZGO. I , standard size of trees are noted on the planting plan. All plant material shall be nursery grown under climatic conditions to those In the locality of the project. C. Provide plants of normal growth and uniform height, according to species, with straight primary trunks and well developed leaders, roots and Heeled -1n stock from cold storage shall not be accepted. Container trees and shrubs, delivered or those that have been planted at the project site, that show any sign of forced growth, bowing trunks or weak woodiness will be rejected and shall be replaced at Contractors expense. D. Trees with minimum size dimensions are specifically called out in the planting legend. Size dimensions stated In each case shall be interpreted to mean dimensions of plant as It stands in a natural position without straighten ing of any branches or leaders. If the Contractor can not provide the minimum specified tree size dimensions (height, width or caliper), the Contractor will submit the substandard dimensions from the tree supplier to Project Landscape Architect and/or Owner's Representative In writing, accompanied with a photo of the actual specin en. ff the Owner accepts substandard trees for this project, the Contractor will credit the Owner a minimum of 50% of the difference (price originally charge to Owner) between the container size specified and the next container size smaller. E. All plants furnished by Contractor shall be true to name. Conform to standardized plant names by American Joint Committee on horticulture nomenclature. All work shall conform to requirements of American Association of Nurserymen, Inc. standards. F. All plants shall be free of disease and Insects of any kind, and all necessary inspection certificates shall f required as accompany each shipment uired law. Contact Project Landscape P J e p Architect and/or Owner's Representative for on-site Inspection, of stock and certificates, upon delivery. G. Contractor shall provide legible labels attached to all plants, specimens, bundles, boxes, bales, or other containers Indicating botanical genus, species and size of each. A receipt of purchase may be requested by the Project Architect at time of plant approval at the site. Remove only during maintenance period. H. No plant will be accepted at the time of delivery to the site if the container has been cracked or broken. If container plant material need to be stored for any duration, prior to time of planting, contractor shall arrange the necessary means of storage, protection and maintenance with the owner. 1. Ground Cover and shrub substitutions W4 not be allowed with out written authorization from Project landscape Architect. If specified landscape material, cannot be located, the Contractor shall submit to Project Landscape Architect and/or Owner's Representative proof of non-availability and a proposal for use of equivalent material. When authorized, an In -the -field and of the contract adjustment amount, will be made. J. Sod shall be certified turf grass complying with A5PA standards for machine cut thickness, size, strength, moisture content, and mowed height. All sod shall be free from weeks and undesirable native grasses. Contractor shall provide viable sod of uniform density, color, and texture. Sod shall be strongly rooted and capable of vigorous growth and development when planted. Contractor shall provide a receipt specifying sod species indicated on plans. K. Contractor shall install any and all sod within a twenty-four (24) hour period after delivery. L. The Contractor may make minor changes in the plant layout from the plans where conditions In the field do not coincide with what Is shown on the plans. Project Landscape Architect and/or Owner's Representative may also order minor changes in t he work, to achieve desired plant density and visual effect. M. All packaged materials, seed, sod amendments, sod, trees, shrubs and ground covers shall be delivered and stored on site. All delivered materials shall be protected from deterioration during delivery and whde stored. N. All packaged materials shall be displayed, with their sealed labels and in their manufacturer's undamaged containers, on-site for a visual on-site inspection by the Project Landscape Architect and/or Owners Representative. The Contractor shall contact Project Landscape Architect and/or Owner's Representative on the day(s) the various amendments, seed and product materials are to be applied or Installed on-site, for a s"gnoff. 0. Trees and shrubs shall not be pruned prior to delivery. Bark, branches, and root systems of all delivered tree and shrubs shall be protected from sun scald, drying, sweating, wind burn and other handling and tying damage. Contractor shall not bend or bind the trees or shrubs In a manner that destroys the natural shape of the plant material. All Plant material shall have protective covering during transpiration to the site. P. If planting Is delayed more than G hours after delivery, set plant materials In shade, protect them from weather and mechanical damage, and keep roots moist. Q. Contractor shall set out tree and shrub containers in their approximate planter locations per plan, for an on site approval by Project Landscape Architect and/or Owner's #representative. Contractor3#cvld tze prepared to spot.exact- tree -and shrub locations, with a visual marker, per direction of Project Landscape Architect and/or Owner's Representative. Project Landscape Architect or Owner's Representative shall be notified forty-eight (48) hours prior to installation and Inspection of plant materials and planting locations. R. Contractor shall guarantee all the plant materials for a minimum of one ( I ) year and guarantee his workmanship for the duration of the maintenance period. Any plant materials which do not survive will be replaced at the Contractor's expense. 5. Preparation of subsoil: A. When sub grade has been established by others and approved, Contractor shall smooth over to remove ridges and depressions so that surface is parallel to finish grade. (See grading specifications.) B. Contractor shall be responsible to transport and dispose of any excess soil off-site in a legal manner. S. Preparation of imported topsoil, if appircable: A. Any 5011 brought to the site must be from an area approved by Project Landscape Architect and/or Owner's Representative. Contractor shall submit this Information in writing with a source location map, prior to delivery. Contractor shall amend the top soil per these written specs and the supplemental sod specifications or Section 8, Amendments if required. Imported topsoil Is required to be tested by an approved plant 50115 laboratory, and a copy of the 501155 report and recommendations shall be submitted to the Project Landscape Architect and Owner's Representative for review and approval. B. All topsoilbrought to the job shall be a fertile, friable natural sandy loam, without admixture of subsoil material, and shall be obtained not more than two or three feet from the top of the deposit from a well drained site. It shall be live 5011 and shall contain a normal amount of decomposed organic matter normal to the region, and shall be free from heavy alkaline 5011, coarse sand, stones, glass, lumps, tools, sticks or other foreign matter. C. Any organic soil amendment shall consist of well aged and composted shredded yard waste. Contractor shall submit a Copy of the product supplier and analysis prior to blending to the Project Landscape Architect or Owner's Representative for review and approval prior to blending. Refer to Section 8, Amendments. D. Amended topsoil shall be spread over prepared sub grade, to a depth that after seeding or piantmg, and after area has been Compacted and planted, surface small conform to the designer's original intent for the landform. E. The Engineer reserves the right to take additional samples of imported topsoil at the site. If subsequent testing proves material to be at variance with the approved sample, remove rejected soil from the site and replace immediately at no cost to the Owner. F. Contractor shall be responsible to transport and dispose of any excess soil off-site in a legal manner. 7. Landscape Grading: A. Verify site conditions and note Irregularities affecting work of this section. Beginning work of this section means acceptance of existing conditions. Contractor shall arrange a pre -construction meeting as discussed 1n section 3 item D. B. Finished grades shall provide positive surface drainage with no exceptions. Contractor will verify positive drainage in all planters, around all trees, at all curbs, 51dewalk5and mow strips. In any situation where water collects and puddles to the detriment of the plant material; the finished grades shall be corrected. C. Finished grades from back of sidewalks, back of curb and gutter, mow strips and other flat work shall slope a minimum of 0.5% and a maximum of 2.0% away from flat work, unless otherwise specified. D. Finished grades away from wall footings shall be a minimum of 2.0% and a maximum of 3.0% from the concrete edge, unless otherwise specified. Contractor will notify the Project Landscape Architect and/or Owner's Representative, if these conditions do not exist or are not possible prior to final grading. E. Finished grades in all planters will be slightly mounded so that the crown of any tree, shrub or ground cover plant does not sit In puddles of water. All planters will drain freely and the Contractor will insure that the mow curb does not retard the free movement of surface water. E. Place, level and compact topsoil and soil amendments. Shape berms (If depicted on planting plan), and flatten areas to attain positive surface drainage. F. Finished grade 0f 5011 levels in all the planter areas shall be graded to accommodate depth of specified shredded redwood bark mulch layer, amended top sod and mended subsoil for this roject, prior to punting. finished surface of shredded Redwood bark mulch in planter areas shall be no ie55 than 112' below finished surface of site flat work (i.e. cement slab, sidewalk, concrete header, or concrete curb). G. AMENDMENTS Preparation of Subsoil; Section 5) A. Tree and shrub planting holes: ) For Bidding purposes use LiveEarthroducts for soil Conditioners or amendments as per rates of application based on the size of contaner as per manufacturer's instructions. Contact Todd Burns ofpLlvelfarth @GG 1 -978-7307. Products are available locally at Kern Turf Supply (GG I ) GG4-5200. n) Use either LiveEarth Humate Soil Conditioner© or Bio -Basics© products based on sodium percentage with Live Earth Bio -Complete © as per manufacturer's recommendations . 111) For the drench treatment or bio -stimulant, use LiveEarth 8% Plus(D at 4 ounces per five gallons of water. Apply to rootball. Iv) Contractor shall add EndonetO, mycorrhizal granular inoculum, apply 1 ,4 lbs/ 1000 sf to be broadcast before and during planting within all planting beds. Available at Kern Turf Supply CG 1 -GG4 5200. B. Ground Cover beds: I) Use either LiveEarth Humate Soil Conditioner(D or BIo-Basics© products based on sodium percentage with Live Earth Bio -Complete © as per manufacturer's recommendations. Tilling to a depth of 2" Is recommended for all ground cover soils. However If the sod Is loose enough a deep raking will suffice. 11) Contractor shall add EndonetO, mycorrhizal granular inoculum, apply 1 .4 lbs/ 1000 sf to be broadcast before and during planting within all planting beds. Available at Kern Turf Supply GG I -GG4-5200. C. Sodding: (See Section 10.) D. Hydroseeding: (Only If specified, See Section I I .) 7. Planting: A. Contractor 15 shall draMage test each plant pit with 1 2" of water. Water should drain completely in 48 hrs. Contractor to irrigate all dant beds until 5011 Is saturated. Saturated condition should not remain after 24 hours. if pits or beds are still saturated after 24 hours, Contractor shall contact the Engineer or Owners Representative with a written report including a Cost estimate for correcting the condition. Plant installation shall not take place until planting drainage Is resolved, and Engineer has approved solution. B. All shrubs shall be set 5h6jhtiy higher than finished grade. No filling around stems will be permitted. Amended topsoil shall be carefully tamped under and around plants to f111 all voids. Eliminate air pockets within back fill mix. C. The bottom of all plant pits shall be significantly loosened. However, contractor shall account for soil subsidence when lantmg trees, shrubs and ground cover where finished grade of sod level and finish grade of mulch layer will result. For backfill use either LiveEarth Humate Sod Condt"oners© or Bio-Ea5IC5 products based on sodwm percentage along with LiveEarth Bio -Complete© as per manufacture's recommendations. D. All trees, 24" box and smaller, shall be supported by new stakes as per planting detail. A minimum of two (2) stakes per tree. All standard trunk trees shall be plumb and true E. Trees larger than 24" box shall be guyed and flagged per AAN Inc. standards. All guyed trees shall have a minimum of (3) guy wires per tree. F. require are, to be carefully planted into a pit 1 2 times the root ball and 2 times the root ball size in clean sand backfill. The palms should be installed so that trunk is plumb. Palms do not e q Y 9 o 9 Y g. G. All coniferous trees to be nursery grown with uniform branching an a natural non -sheared form. Original central leaders must be healthy and undamaged. Maximum gap between branching not to exceed 18"; length of top leader not to exceed 24". H. Ground cover plants shall be planted away G" minimum from walkways, walls and all irrigation equipment. I) One Gallon are to be planted triangular spaced at 1 2" on center uniess otherwise noted. it) 4" Pots of annual color are to be planted triangular spaced at G" on center. I. Erosion Control Fabric and Drainage Wattles, if stated onplans, shall be installed as per manufacturer's instructions, on slopes 3: 1 and steeper. Contractor shall cover slopes with North American Green@ C 1250 (non -biodegradable netting with coconut mat) or equal. J. Vines: I) Contractor is to supply and install frame to be approved by Project Landscape Architect 1f vine Is not to be attached to adjacent Wali to structure. All vines are to be fastened to appropriate vertical structure (concrete block or wood fenc"ng� with vine adhesives like "Stick N Ties" or equal. j 1) Contractor shall splay each vine branch accordingly to frame/ fence/ wall and tic securely so the branch is not bruised. 10. Sodding (if specified on plans): A. Use sod that 15 free from all weeds and weedy grasses. Sod should have a compact root mat to assure mechanical strength and to assure early and firm anchoring to sod surface. B. Only moist fresh sod shall be used. Sod should be cut, delivered and installed within a 24 hour period. Sod should not be lifted when excessively dry or wet conditions may adversely affect its survival. Sod will be rejected upon delivery to the project site, if these requirements are not met. C. Fill areas must be compacted to an untested 85% compaction to prevent uneven settling. D. Use LiveEarth Iron- 100 as per manufacture's recommendations one week after Installation and every G to 8 weeks therafter to maintain optimum growth. Refer to manufacturer'5 Instructions for application. E. Sod strips shall be laid across slope on the contour, never up and down the slopes, starting at the bottom of the slope and working up. On 2: 1 slopes, the use of ladders will facilitate the work and prevent damage to the sod. Place sod strips with snug, even joints. Stagger joints. All jomts shall be butted tight In order to prevent voids which cause air drying of the roots or erosion. F. Roll or tamp sod Immediately following placement to ensure contact of root mat and sod surface. Immediately following rolling, apply water until moisture penetrates the soil layer beneath sod. Maintain optimum moisture, without irrigation runoff onto flat work, until sod Is growing. G. For the post planting foliar spray use LiveEarth 8% Plus© liquid at 3 oz. per 1000 5q. ft. In I to 3 gallons of water. H. Continue to use the LiveEarth 8% PIusO at the same rate on 2 1 day intervals. 1. Apply LiveEarth Bio -Complete 8-8-80 at a rate of 10 pounds per 1 000 s . ft. and water in. If a foliar application of fertilizer Is required use LiveEarth 8-4-80 at a rate of 4 oz. per 1000 sq. ft. in Ito 3 gallons of water. Contact Todd Burns @ (66 I) 978-730 . J. At the end of the maintenance period, the Contractor shall request Project Landscape Architect and/or Owner's Representative to conduct a final turf Inspection. Bare or brown spots, shall be re -sodded. Contractor will be required to maintain these areas, for an additional thirty (30) days. The turf will be Considered established only when sod 1s growing well and Is found to be acceptable by Project Landscape Architect and/or Owner's Representative. Mowing, edging and watering shall be maintained by the Contractor until final acceptance of the entire contract. I I . Hydro5eeding (If specified on plans): A. Contractor shall submit seed vendor's certification for require grass see mixture. Contractor shall indicate percentage by weight, and percentage of purity, germination and weed seed for each seeded lawn area. B. Seed mixture shall be delivered in original unopened containers , showing weight, analysis and name of manufacturer available for inspection. All seed mix shall be dated for current growth season. Contractor shall provide a copy of delivery slips on all materials used on the project to be sent to the Project landscape Architect and Owner's representative. C. All seed shall be stored In a manner that prevents wetting or deterioration. D. Contractor shall notify Project Landscape Architect a minimum forty-eight (48) hours prior to start of seeding operations. E. Contractor shall perform seeding work only after planting and other work affecting ground surface has been completed. F. Contractor is responsible for restricting traffic from lawn areas until grass Is established. Contractor shall prov,de and erect signs and barriers as required. G. Irrigation system, hose and lawn watering equipment shall be provided by Contractor. Irrigation system shall be Installed prior to seeding. H. Hydro -seed mix to be used is noted on plans. Seed Mix is to be applied as per vendor's Instructions. I. If applicable, the following shall be included in the slurry mix: I) Wood Cellulose Fiber Mulch: 2000 lbs/ acre 11) Binder: Environ -mend Binder I GOib5d 1000 sf. Add slowly to avoid clumping III) Apply LiveEarth Bio -Complete 8-8-80 at a rate of I Olbs./ 1000 sf. and Live Earth 8% Plus at 8 oz./ 1000 sf. and water. K. Slurry tank shall have a minimum 1 ,500 gallons capacity and to be mounted to a traveling unit. Spry nozzles are to be of sufficient proximity to seeded areas In order to provide uniform distribution with out waste and clean of any seed species not specified on plans. When engine is at half throttle , water shall be added to tank. Seed may be added when water level has reached height of agitator shaft, and good re -circulation has been established. Following the addition of fertilizer, seed, then half of the wood mulch. Once engine has reached full speed and tank Is one third filled with water, then wood pul may be added In batches at intervals of tank water being filled at one- half, two thirds, and three-forth5 filled. All the wood mulch should be added by the time the tank is three-fourths full. Spraying will commence when tank Is full. L. Slurry shall be applied In a sweeping motion , in an arched stream 50 as to fall like ran. Slurry shall be spread at the required rate per acre. M. Contractor shall cultivate all areas to be seeded to an uniform depth of at least G". All soils to be loose and friable prior to seeding. Refer to section for amendments application for planting areas. N. Prior to hydroseed"ng, area shall be Irrigated in order to provide a moist seed bed for the application. Hydroseeded areas shall receive several consecutive watering the day of the hydroseed application to thoroughly saturate the soil. Water will then Continued to be applied as often and in sufficient amounts as conditions may require, to keep the soil wet above, around and below the root systems of the plants until germination Is complete. 1 2. Mulching: A. After the work of grading and planting have been completed and approved, annual fiowr�r bec�5 shall receive a one inch ( I ") deep layer of %z" to 3/4" natural redwood bark chips or approved equal �s a mulch layer All �thder�ipnte areagsp it rfecewe a tvo Inch () deep layer of the/z" too /4' natural r�dwood bark cVll�ydros�gded portaon8 of theuprojlayer. No dyed redwood bark chips will e accepted. (5ee n sae rdin ec1 "cations, ection it The ares to be muic ed do not incude sodded anaa 1 3. Pruning: ,A, Pruning does not mean ail plant -material is to be pruned. Only skilied workmen shaii do this work under the direction of the landscape Contractor. Contractor shall use professional discretion. It will be the responsibility of the contractor to contact the Project Landscape Architect and/or Owner's Representative, for precise directions during the maintenance period, with regards to shaping trees and shrubs to their future Intended form and texture. IRRIGATION SPECIFICATIONS I . Scope of work: Complete all irrigation and electrical work as shown and described on the drawings and as specified herein. Contractor shall include furnishing all labor, materials and equipment for the proper Installation of the irrigation system. The work Includes, but Is not necessarily limited to the following: A. Trenching and back fill. B. Automatic and/or centrally controlled Irrigation system. C. Demonstrationf i o al systems {e{ectriCal and water) functioning as designed. D. Prepare an "A5-13uilt" drawing on a Xerox Bond print, each sheet to be laminated, which shall deppict mainlines, lateral Imes, controller locations, remote control valves, communication wires, quick -coupling valves and all sprinkler heads. Deviations in locations of site elements shall also be drawn on the plan. Key dimensions shall be drawn from fixed site elements, The drawings shall also Indicate and show approved substitutions of size, material and manufacturer's name and catalog number. The drawings shall be delivered two weeks before beginning of maintenance period. The Contractor shall provide one ( I ) I I " x 1 7" size laminated copy for the Owner, one ( I ) copy for McIntosh � Associates, and City of Bakersfield Parks Department . E. Contractor is responsible for the verification of all existing Irrigation equipment to remain. If applicable, the contractor shall verify the existing meter, that it 155 operable and functioning. Contractor shall create a written report and fax It to the Project Landscape Architect and the Owner's Representative, stating the existing meter's model, make, and size as well as the static pressure downstream from the meter prior to commencement of the project. 2. Guarantee: A. All work shall be guaranteed for one year from date of acceptance against all defects In material, equipment and workmanship. Guarantee shall also cover repair of damage to any part of the premises resulting from leaks or other -defects in material, equipment and workman5nip to the satisfaction of the Owner. All repairs, if required, shall be done promptly at no cost to the Owner. 3. General: A. Permits and fees: Obtain all permits and pay the required fees to any governmental agency having jurisdiction of the work. Inspections being required by local ordinances during the course of construction shall be arranged as required. On the completion of the work satisfactory evidence shall be furnished to the owner to Insure that all work has been installed in accordance with the ordinances and local code requirements. B. Before any work begins, a conference shall be held between the contractor and the Project Landscape Architect and/or Owner's Representative concerning the work under this contract. Prior to the Pre -Construction Conference, Contractor shall acquaint himself with all site c:onclrt"ons prior to beginning excavation and construction, and verify the location and depth of all underground facilities Including telephone, electric, water, sewer, oil, and gas lines. Contractor shall call U.S.A. Underground Alert, (800)227-2600, to locate all underground utilities. Should site utilities not shown on the plans be found during excavations, contractor shall promptly notify In writing to the Project Landscape Architect and/or Owner's Representative for Instructions as to further action. Failure to do so will make the contractor liable for any and all damage thereof arising from his operations. C_ Any and all modifications made to any item or irrigation equipment- specified on plans are to be submitted" In writing to the the Project Landscape Architect or Owner's Representative in the form of shop drawings or product specification sheet prior to Installation for approval. All work is subject to Inspection by the Project Landscape Architect and/or Owner's Representative. Any work covered without the approval of the Project Landscape Architect and/or Owner's Representative Is subject to being uncovered for Inspection at the discretion of the Project Landscape Architect and/or Owner's Representative. The Project Landscape Architect and/or Owner's Representative reserve the right to reject any material or work, which does not conform to the contract documents work shall be removed or corrected at the earliest possible time. D. Coordination: Coordinate and cooperate with all other contractors to enable the work to proceed as rapidly and efficiently as possible. F. Contractor shall protect existing site elements and conditions associated with his scopes of work: Should any damage be incurred, the contractor shall repair the damage to Its original condition. E. Final acceptance: Final acceptance of the work may be obtained from the Project Landscape Architect and/or Owner's Representative upon the satisfactory completion of all work, thereby prompting commencement of the maintenance period. 4. Materials: A. General: All materials Installed by Contractor throughout the system shall be new and in perfect condition. No deviations from the specification shall be allowed without the written approval of the Project Landscape Architect and/or Owner's Representative. B. Electrical Meter (If applicable) : Stainless steel electrical meter pedestal and enclosure. Contractor is responsible to Install all necessary sweep ells in the mounting pad. See approved landscape and Irrigation plans for specific model number and size. For Bidding Purposes: M1dWe5t single phase -M I OG-CPEG. C. Back flow Prevention Units and enclosure (If applicable) : Galvanized reduce pressure assembly with double check valve and relief valve. All above ground pipng to be galvanized steel. Powder coated stainless steel mesh and construction with lock and shield brackets. Assembly may have pre -manufactured enclosure pad. See approved landscape and Irl gat"on plans for specific model number and size. For Bidding Purposes: Febco 3" diameter 828Y within Strong Box, stainless steel "SMOOTH TOUCH" with VIT POLAR PARKA with lock. D. Automatic Controller and enclosure (if applicable) : Automatic alphanumeric LCD display with surge protection and water budgetlncq programs. Requires 117 VAC for electrical operation. Contractor Is responsible to Install grounding kit for all controllers as per manufacture's recommendations. Enclosure may be stainless steel top entry lockable pedestal. Assembly may have pre manufactured enclosure pad. Groundmg rod or piateiet assembly is required". -Radro or Sateffrte remotes may be mcluded. frrclude programs that coordmate with weather station, pump and flow sensors, if applicable. Contractor Is responsible to Install all necessary communication lines, control wire and flow sensing cable and all necessary sweep ells In the mounting pad. See approved landscape and irrigation plans for specific model number and size. For Bidding Purposes: Rainb"rdO ESP -MC within Strongbox 2255 enclosure. E. Remote Control Valves and enclosure (If applicable) : Spring loaded packless diaphragm activated, normally Closed, brass globe configuration with manual internal and external bleed. Boxes are to be tapered, UV established, rectangular valve box with lockable, identification tabs on lids. Assembly may have pre -manufactured enclosure pad. See approved landscape and Irrigation plans for specific model number and size. For Bidding Purposes: Rainb"rd@ PED within Ranb"rd@ VB -STD F. Quick Coupler and enclosure (if applicable) : Red brass construction with lockable rubber cover. Boxes are to be tapered, UV established, round valve box with lockable, Identification tabs on lids. See approved landscape and Irrigation plans for specific model number and size. For Bidding Purposes: Rarnb"rd0 44LKC within Ka"nblyd0 VB-RND G. Gate Valves and enclosure (if applicable) : Normally open, cast brass, non -rising stem with threaded bonnet. Boxes are to be tapered, UV established, rectangular valve box with lockable, Identification tabs on lids. See approved landscape and Irrigation plans for specific model number and size. For Bidding Purposes: Matco'" 5 1 8 within Ranbird0 VB -STD ti. Bail/Check-Valves and enclosure (if applicable) : Normally closed, pvc for 1 5Op51 73e ground piping to be galvanized steel. Boxes are to be tapered, UV established, rectangular valve box with lockable, Identification tabs on lids. See approved landscape and irrigation plans for specific model number and size. For Bidding Purposes: Matco'"" 770 within Ramb"rd0 VB -STD I. Sprinkler Heads (if applicable) : Pop -Up spray and rotor heads are to have internal check valve with pressure regulating capabilities and a five year warranty. Nozzles shall be either G" within turf and 1 2" within shrub beds above the finished grade, unless otherwise specified. Heads to be located In turf are to be Installed on double swing joint lateral piping system. See approved landscape and Irrigation plans for specific model number and size. For Bidding Purposes: Ramb"rdO 1800 series J. Drip Emitters and Bubblers (if applicable): Drip point source, low -flow, non obtrusive emitters shall be pressure compensating and shall be placed on polyflex risers. No self- ercing, barbed emitters or multi -outlet devises shall be used. Drip Emitters shall have low-volume, flat trajectory, no mist nozzles. Tree bubblers shall be low -flow, pressure compensating, full circle, trickle or umbrella pattern. Bubblers shall be housed In 4" diameter semi-rigid mesh tube with locking grate cap and swing assemblies. See approved landscape and irrigation plans for specific model number and size. For Bidding Purposes: Tree Bubblers: Rambird0 1400 RW5 series. K. Plastic fittings: All fittings to be schedule 40 (PVC) or Schedule 80 Type One, cell classification 12454-B, conforming to ASTM/D 1784. See approved irrigation plans for specific application. t. Solvent cement: Compatible with PVC pipe and of proper consistency. See detail sheet for acceptable Installation procedures of all aspects of irrigation. M. Wiring: Valve wire shall be # 1 4 OF direct Burial. White shall be the common wire; red shall be the valve impulse wire; yellow, the master valve wire and a fourth color of wire provided as a spare. See landscape and irrigation plans for specific model number and size. 5. Installation: A. Preparation: I) Layout and stake the location of each pipe run and of sprinkler head and valves. Obtain Project Landscape Architect' s acceptance of layout prior to excavation. n) rig sod for rife trencheds with a mechanical so strippSe(r uniformly i " to I - %2' thick with c a cut C6195. u1) la e sleeves s indicate of piping and contro wire. eeves sizes shall be a In of �M twice insert pipe diameter. Wire sleeving size shall be a minimum of 2" diameter. Contractor shall extend the sleeving under paved surfaces an additional l 2" beyond the edge. Contractor shall cape and identify sleeve ends. Plug all ends during installation to prevent debris from entering piping. IV) Remove and replace existing concrete and/or asphat surfaces where cutting is necessary. Low voltage wire under paving shall be tested for continuity, prior to paving. B. Excavating and trenching: 1) Contractor is responsible to perform all excavations required for the installation and to ensure excavations are installed within safety standards. u) Once installation is finished all surfaces shall be restored and existing underground utilities shall continue working to their original condition and In a mann(-,• approved by the Pro ect Landscape Architect and/or Owner's Representative. Contractor shall be responsible for .any damage Incurred during Installation due to any excavation. Contractor shad anticipate and adjust his work regardmg Irrigaton retrofits to existing and proposed circuits. u1) Excavate trenches to depth and width indicated on drawings to permit proper handling and Installation of pipe and fittings. iv) Fill to match adjacent grade elevations with approved earth fill material. Place and compact fill in layers not greater than G" depth. i"v) Provide compaction of 95% over main lines where they cross under areas with concrete or AC paving. Compact all other trench back fill in 90%. C. Back filling: I) Buried Alpe In trenches shall be center loaded only until all required tests are performed. 11) Back f1 1 shall consist of earth, loam, sandy loam, and sand, free from large clods of earth or stones. 111) Back filling should only occur once the Project Landscape Architect has witnessed and approved final systems test. D. Pipeline assembly: I) Install plastic pipe and fittings in accordance with manufacturer's Installation Instructions. Provide for thermal expansions and contraction. i1) Saw out plastic pipe. Use a square -in sawing vice, to insure a square cut. Remove burrs and shaving as cut ends prior, to Installation. 111) Plastic pipe and fittings shall be solvent welded using solvents and methods as recommended by manufacturer of theipe, except where screwed connections are required. Pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before applying solvent with a non -synthetic bristle brush q TV) Allow all joints to set at least 24 hours before pressure 15 applied to system . No quick drying glue Is acceptable. IV) Maintain pipe interiors fee of dirt and debris. Close open ends of pipe by acceptable methods when pipe Installation 155 not In progress. Ix) Seal all threaded joints with Teflon tape. Use adapter for any PVC pipe to be threaded or connected to a threaded fitting. x) All nipples to be schedule 80. E. Sprinkler heads, Valves and Accessories I) Install all valves, controllers, sprinkler heads, swing joints and accessories In accordance with manufacturer's Installation Instructions. 11) Install controllers, meters and pumps at the proper grade and on a level foundation which provides positive drainage for access box. III) Provide 120V AC power source to controller. Iv) Install remote control valves and group together as a manifold, within planting areas where practical. Contractor shall place them perpendicular, and no closer than 1 2" to walk edges, buildings, and G" spacing between each valve box and Its contents. Iv) All valves and specified accessories are to be installed in approved valve boxes. Installppea gravel sump In all valve boxes. All valve boxes shall have positive drainage. v) All valve boxes shall be permanently marked on top . designating type of equipment Installed. v1) Contractor shall adjust all electric remote control valve pressure regulators and flow control stems for system balance and optimum performance. vii) Sprinkler heads adjacent to curbs and other paved areas shall be to grade and 2" away from building, walls, walks and curbs. Ix) All heads located within turf areas are to be Installed with double swing joints. Contractor also shall anticipate the height of the grass blade In relation to the type of sod. x) Locate sprinkler heads to assure proper coverage; do not exceed manufacturer's recommended sprinkler head spacing distance. x1) Install all swing joints so that the sprinkler heads are at 90° of the finish grade. x"i) Upon completion of pressure test, Contractor 5ha11 adjust all sprinklers to obtain proper and adequate distribution of the water over the coverage pattern of the sprinkler. x111) All tree Drip emitters to have diffuser cap. Each emitter shall be equally spaced around each root ball. x"v) All quick couplers are to be Installed on triple swings joints as per City ofpBakersfleld standards. F. Control Wiring: I) Install control wires within trenches with pipes. if necessary, run wire in separate trench with minimum 1 8" deppth. n) Install wires in continuous runs and tape wires in bundles at I O' intervals. Tape bundle to the bottom of mainline at O' intervals. u) Provide a 24" loop of excess control wire at each valve box. III) All wire spice to be made with a waterproof direct bury connector. Connectors shall be Mod. #57-03 Snap -tete wire connector and FT -55 sealer or approved equal. Iv) Provide sufficient slack at remote control valve, in control boxes, and at wire splices. v) Wire splices shall be made in accessible valve boxes. D. Flushing: I) Perform system testing upon the completion of each section. Make necessary repair and re -test repaired section as required. a) Flush all mainline prior to the installation of valves, I?) Flush after installation of valves. c) Flush all lateral lines prior to Installation of sprinklers. 11) If applicable, during maintenance period, Contractor shall return to site during subsequent fall and spring season and winterize Irrigation system. Drain all water from system or blow out system with compressed air. E. Pressure Test I) Test all work. Ii) Leave all joints and connections exposed until after completion and acceptance of pressure test. III) Cap all pressurize mainline to 1 25 PSI for a period of (4) hours In the presence of Project Landscape Architect and/or Owner's Representative. IV) Cap and pressurize risers and laterals to line pressure In the presence of Project Landscape Architect and/or Owner's Representative v) Contractor Is responsible to visually check joints and connection for leaks during pressure test. All leaks however minor shall be repaired and corrected. F. Performance Test I) Contractor shall operate entire system In the presence of a Project Landscape Architect. Project Landscape Architect may request up to 10% of the total nozzles be substituted, as appropriate to the site conditions, at no additional cost to the Owner. 11) Entire sprinkle irrigation system shall be under full automatic operation and approved by Project Landscape Architect a minimum of (7) seven days before maintenance period begins. in) Upon acceptance of performance testthe-foiiowing shall be provided to Project Landscape Architect and/or Owner's Representative: a) all record documents b) one set of keys for each controller box c) one key for every six lock iids d) (2) two quick couple valve keys with gate valve and hose bib attachments C) (G) six repair couplings for each size and type of pipe f) (2) two extra sprinkler heads for each size and type .S-�03cz 11 -t., ry�`. /� E x ", D U. k, i , a div --3' 9 0 0 IN W, z W z cD z W J u cD Z w X D i rz) -< J > M, (r i Z I C (f Lc I of F a 0