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Home My WebLink About1.5-6758 Ph 4p 1 3 • m 4 It a] :tlm mi AIL Ri I nit 1 t 7111 t a i • i , t � t Its] t i t L iiafli UAIL 0@ AL vil I I Y 9 i} FUTURE L I t I COMMERCIAL } UNIT 5 H I t KEE ---- - ------- _m_------ __ _, - -------- ------ ---- - --- --- w E 757 A' �tr 4 1 w ilk t , A 1 � SCALE: 1 "=200' } LIMITS OF PUBLIC LANDSCAPE CONSTRUCTION GENERAL PROJECT NOTES: 1. PRIOR TO START Of ANY PHASE OF CONSTRUCTION, ALL UTILITIES, METERS (POWER &WATER) MUST 8E SET AND FULLY OPERATIONAL. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL PUBLIC UTILITY STANDARDS AND SPECIFICATIONS. CONTRACTOR WILL ALSO BE RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES TO START ELECTRICAL AND WATER SERVICE IN 11ME FOR CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL APPROPRIATE PUBLIC U11UTY STANDARDS, SPECIFICATIONS AND METHODS OF CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CITY OF BAKERSFIELD RECREA11ON AND PARKS DEPARTMENT 661 326-3354, AND PUBLIC WORKS 661 326-3049 FOR AN ON-SITE PRE CONSTRUCTION MEETING. 5. CONTRACTOR WILL COORDINATE CONSTRUC11ON WITH THE CITY OF BAKERSFIELD RECREA11ON AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE SO THAT INSPEC11ONS CAN BE MADE AT CRITICAL CONSTRUCTION PERIODS BUT IN NO CASE LESS THAN: 1 AT THE START OF LANDSCAPE CONSTRUCTION 2 IRRIGATION PERFORMANCE TEST AND HEAD COVERAGE 3 PLANT MATERIALS AND PLACEMENT OF PLANT MATERIALS, GUYING & STAKING PROCEDURES 411 AT THE END OF CONSTRUCTION BUT PRIOR TO START OF POST -INSTALLATION MAINTENANCE, AND 5 AT THE END OF POST -INSTALLATION MAINTENANCE PERIOD FOR WRITTEN (OWNER'S) ACCEPTANCE. 6. CONTRACTOR WILL PERFORM MAINTENANCE AS IDENTIFIED IN THE SPECIFICATIONS. ALL COST INCURRED UNTIL THIS TIME WILL BE AT THE EXPENSE OF THE CONTRACTOR. 7. CONTRACTOR IS RESPONSIBLE FOR SECURING FINAL WRITTEN ACCEPTANCE BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT 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 CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT 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 CITY OF BAKERSFIELD RECREA11ON AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING FOR WRITTEN AUTHORIZA11ON AND INSTRUCTIONS TO PROCEED. 9. CONTRACTOR SHALL DEMONSTRATE TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE THE FURNISHING AND INSTALLATION OF SPECIFIED SOIL AMENDMENTS SEE SPECIFICATIONS WHETHER A SOILS TEST IS REQUIRED OR NOT. 10. QUANTITIES ARE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT ESTIMATE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLA11ON OF ALL MATERIAL APPEARING ON PLAN. 11. 00 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 REPORTED IN WRITING TO THE ATTENTION OF THE CITY OF BAKERSFIELD RECREA11ON AND PARKS DEPARTMENT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. 13. ALL PLANT MATERIAL SHALL BE APPROVED BY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE. 14. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE. 15. CONTRACTOR SHALL NOTIFY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR" OWNER'S REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT OBSERVATION SCHEDULES. 16. SEE DETAILS AND SPECIFICATIONS FOR STAKING METHOD, PLANT PIT DIMENSIONS AND BACK FILL REQUIREMENTS. 17. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR SHALL CONTACT CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT FOR RESOLUTION, FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS. 18. NO PLANTING SHALL BE PLANTED UN11L INSTALLA11ON 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 CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE. 19. PROVIDE ROOT BARRIER FOR TREES WITHIN 6' OF ANY EXISTING OR PROPOSED PAVING OR STRUCTURE. 20. CITY OF BAKERSFIELD STANDARDS DETAILS, INCLUDED WITH THIS DRAWING SET, TAKE PRECEDENCE OVER ALL OTHER SPECIFICATIONS OR DETAILS. 21. CONTRACTOR SHALL INSTALL A 6" CONCRETE MOWCURB AS PER CITY OF BAKERSFIELD STANDARDS AT EACH PHASE LINE AND LIMIT OF CONSTRUCTION LINE. 22. EXISTING PLANT MATERIAL SHOWN IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANT MATERIAL IN CONFLICT WITH NEW CONDITION REGARDING; REMOVAL, RELOCATION, MAINTENANCE DURING CONSTRUCTION IN ORDER TO MEET THE INTENT OF THE CONSTRUCTION DRAWINGS. 23. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BARRICADES IN ORDER TO FILL THE REQUIREMENTS OF EXISTING PLANTING PROTECTION PER SPECIFICATION. 24. EXISTING PLANT MATERIAL SHOWN ON PLANS IS DIAGRAMMATIC. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AT THE SITE TO FAMILIARIZE HIMSELF PRIOR TO START OF WORK. 25. ALL TREES UNDER UTILITY LINES ARE SUBJECT TO CHANGE PER CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 26. CONTRACTOR SHALL DEMONSTRATE TO OWNER'S REPRESENTATIVE THE FURNISHING AND INSTALLATION OF SPECIFIED SOIL AMENDMENTS WHETHER A SOILS TEST IS REQUIRED OR NOT. 27. CONTRACTOR IS RESPONSIBLE FOR CARE AND MAINTENANCE OF EXISTING LANDSCAPE AND IRRIGATION SYSTEM DURING CONSTRUCTION. 28. EXISTING IRRIGATION SYSTEM SHALL REMAIN OPERATIONAL DURING CONSTRUCTION. 29. UNIFORM DEVELOPMENT IS REQUIRED FOR THIS PROJECT. SHOULD ANY POR11ON OF ANY PHASE OR SUBSEQUENT PHASES BE CONSTRUCTED AT DIFFERENT INTERVALS WHERE THE POINTS OF CONNECTIONS ARE LOCATED IN AN AREA OTHER THAN THE CURRENT PROJECT AREA, THE DEVELOPER SHOULD BE RESPONSIBLE FOR ALL INCURRED COSTS ASSOCIATED WITH THE ATTACHED AREAS UN11L THE PROJECTS MAINTENANCE PERIOD HAS BEEN COMPLETED AND A WRITTEN FINAL ACCEPTANCE FROM THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT HAS BEEN ACHIEVED. 30. PRIOR TO INSTALLA11ON OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC SEC11ON 17.60.110(N). ONE COPY OF THE SIGNED PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR MATERIALS, LIGHTING, ANCHORAGE & LOCATION OF SIGN(S). APPROVAL OF WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. �--� PACHEC0 ROAD GOS D 23 FAIRVIEW ROAD 19 [1[20 21 22 24 19 0 0 Q 30 0 29 28 0 27 0 0 26 30 McrCUTCHEN ROAD w 091 m 25 HOSK NG n= 34 35 36 31 31 3 0 Lji cn McKEE 1 ROAD GREENFIELD JAF1 HWY. PUMPKIN 1194 3 CENTER 5 1 /l 6 6 & CURNOW Y 2 PRC}J GT Q as g w 8 N l0 z 11 12 7 11171 E16 I- ---I �---I 15 14 F1.3 RI 18 VICINITY MAP NO SCALE NOTES: ALL POINTS OF CONNECTION FOR ELECTRICAL SERVICE FOR IRRIGATION SYSTEMS SHALL BE INDEPENDENT FROM THE TRAFFIC SIGNAL POWER SOURCE/STREET 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 ADVISOR 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 (661) 326-3049 AND CITY PARKS AT (661) 326-3354. BEFORE ANY EXCAVATION CONTACT USA UNDERGROUND SERVICE ALERT, 1-800-227-2600, FOR LOCATIONS OF EXISTING UTILITIES. BENCH MARK: BANCHMARK DISK STAMPED - 1 1157 RESET 1969 AT OLD RIVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER ROAD, IN THE TOP OF THE EAST ENO OF THE NORTH CONCRETE HEAD WALL OF TRIPLE CONCRETE BOX CULVERT B 11.44 OVER STINE CANAL, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING SOUTH, 64 FEET EAST OF THE CENTER LINE OF OLD RIVER ROAD LEADING NORTH, AND ABOUT LEVEL WITH THE HIGHWAY. ELEVATION = 343.30' (USGS DATUM NAVD 88) THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE BACK OF WALK TO THE BACK OF WALL & 10,546 SF. THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE BACK OF CURB TO THE BACK OF WALL IS: 16,873 SF. ENGINEER'S STATEM ENT: 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. SHEET TITLE L-1 TITLE SHEET L-2 PLANTING PLAN & LEGEND L-3 PLANTING DETAILS & NOTES L-4 IRRIGATION PLAN L-5 IRRIGATION DETAILS & NOTES L-6 IRRIGATION DETAILS L-7 SPECIFICATIONS ROGER McINTOSH, McINTOSH & ASSOC. DATE R.C.E. # 33322, EXP. 6-30-16 REVIEWED BY: RECREATION AND PARKS DEPARTMENT DATE REVIEWED BY: TRAFFIC ENGINEER DATE APPROVED BY: NICOLAS C. FIDLER, ELIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE R.C.E.# 61069, EXP. 12-31-16 APPROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENANCE. 1.5-6758 Ph 4 m co Z �a J r r co = Z W HO LL 1_ a tJ 1- 3 0 IT 1- o� d' tj Z W W u.1 O _ U) z W0. W a CL 'ee W Z 00 coto Iro Z 1` W W 3 J C) Q co N � � J 8 M CL a m> a' oc) c3ict: � a - �o 0 OfW¢ o� N M d' co Z �a J co = Z W HO LL 1_ a tJ 1- 3 0 IT 1- = d' tj Z W W u.1 O _ 0 W0. W a CL 'ee w Z 00 coto Z 1` W W 3 J C) Q co N � � J 8 M CL a a' I t &TAMIt :4 LL. 6" CONCRETE -11 i 1 J MOWCURB L-3 vie e -------------------------------------------- ___ 0 0 0 0 C� .w ooze m SIDEWALK � SIDEWALK Ill i t,a v) 30' MIN. `n 30' MIN. 1 LLI Iw I z T- 1-' + = N FUTURE MEDIANCE TAFT HWY ' � Q I- C 10 11+00 --______--__--__--_----------__--____ -__--_--_------------------------------------------------------ 19+00 - - - --- - 1 - - - - �- - - - - - 18+00 -------- ------------------------------------------------------------------------- -- -----}--- 20+00 -- ----I-- -- -- 21+00 22+00 t----------_____. ------ I ------------------------------------------------------------------------------------- --- --- c< J ■ E0 1'\ \` I n!"1 t., I V/ ti.)V, U I N I I 16t 1 ' PROPOSED TRACT WALL PROPOSED TRACT WALL. 1 E 0 0o LL_ W W SIDEWALK 0 Q } SIDEWALK , J Gi 1 - SIDEWALK Lu .� W W m- W � Z 1 30' MIN. "' 30' MIN. I j� - + I ■ u) N =1 I U Iw Qom■ E lzo EN 1 + 1 FUTURE MEDIAN _ I U �`! I�Q _ ------------------------------__.-__-_____--_____-_-__-___-__--___---__.-__---____-_--_____-_.___--__--_______-__ 1 U) 23+00 - - - - - - - - - - - - - - -1--- - - - 24+00 - I ------------------------------------------------------------------------------------------ - -- -- -- _ _ _ _ ------ 25+00 26+00 - - - - --- - - - - - - - - - - - - - - - 27+00 28+00 A --------------------------------------------------------------------------------------------------------------------------------------------------------------- I - ------------- - - - - - - - - - -- -- I- -------------------------------------------------------------------------------------------------------------------------------------------------------------------- 1 J Qfi 1 TRACT 6758, UNIT 4 EXISTING SUMP 1 I- 1 PROPOSED TRACT WALL EXISTING TRACT 6491 r t ___....__..... _M. __.._ .__.... - .._._..___._._._.. E ■ "z EXISTING BLOCK WALL O EXISTING° M ?WCb.R f . `; E ISTIN,G LANDSCAPE' ,t f WF `" EX N ��f J U) SIDEWALK I _. _._ _ �_ µL . ISTI . G SIDEWALK__._ w W 1 I EXISTING STREET LIGHT C) Z coN J I + N E . i I F- Q ■ 1 FUTURE MEDIAN I FUTURE MEDIAN 1FT HWY ■ -------------------------------- -------------------------------------------- ------------------------------------------------------------------------ 29+00 I 30+00 -- -- -- - - --F---- - I- -- -- -----{---- -- -- -- -_ 31+0{ _4 -------------------------------- -------------------- --------------------------______-------------------------------------------------- M Q J PLANTING LEGEND - TREES THE PLANTING SCHEDULE IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL VERIFY WITH C.O.B. FOR POTENTIAL CHANGES IN PLANT MATERIALS. KEY QTY BOTANICAL COMMON SIE REMARKS WUCOLS NAME NAME �CL TIS ' lJ 8 PRUNUS CAROLINIANA CAROLINA LAUREL CHERRY 24' BOX 1.5"-2.5" STANDARD EVERGREEN TREE LOW WATER NEEDS � 210 LIGUSTRUM JAPONICUM TEXAS PRIVET CALIPER EVERGREEN SHRUB LOW WATER oN 'TEXAMUM' 24' Box STANDARD NEEDS 17 PISTACIA CHINENSIS CHINESE DECIDUOUS WATER Q_ 108 'KEITH DAVEY' PISTACHE 1.5"-2.5" TREE NEEDS NEEDS W� W 'COMPACTA' CALIPER FLOWERING SHRUB NEEDS 63�RHAPHIOLEPIS I.� INDIAN HAWTHORN 24' BOX STANDARD LOW WATER • 10 QUERCUS ILEX HOLY OAK Z EVERGREEN NEEDS o E Fcr... 1.5"-2.5" TREE a� CALIPER WUCOLS = WATER USE CLASSIFICATIONS OF LANDSCAPE SPECIES. NOTES • ALL SHRUBS SHALL BE 5 GAL. CONTAINER SIZE OR LARGER. • MASS SHRUB PLANTING TO BE 1 GAL. CONTAINERS SPACED 18" O.C. TAFT HIGHWAY- • 1 TREE PER 30' OF LINEAL STREET FRONTAGE 1057' OF STREET FRONTAGE/30 = 35 TREES • PROVIDED • 50X TO 709: OF REQUIRED TREES TO BE EVERGREEN 35 TREES REQ. X 50% = 18 EVERGREEN TREES MIN. • PROVIDED PLANTING LEGEND = SHRUBS THE PLANTING SCHEDULE IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL VERIFY WITH C.O.B. FOR POTENTIAL CHANGES IN PLANT MATERIALS. KEY QTYJ BOTANICAL COMMON SIE REMARKS WUCOLS NAME NAME �CL SHRUB 49 DIETES VEGETA FORTNIGHT LILY 5 GAL EVERGREEN FLOWERING SHRUB LOW WATER NEEDS O 210 LIGUSTRUM JAPONICUM TEXAS PRIVET 5 GAL EVERGREEN SHRUB LOW WATER oN 'TEXAMUM' �- NEEDS z Q_ 108 MYRTUS COMMUNIS DWARF MYRTUS 5 GAL EVERGREEN LOW WATER W� W 'COMPACTA' W C FLOWERING SHRUB NEEDS 63�RHAPHIOLEPIS I.� INDIAN HAWTHORN 5 GAL EVERGREEN LOW WATER E to ORIENTAL PEARL -� Z FLOWERING SHRUB NEEDS WUCOLS = WATER USE CLASSIFICATIONS OF LANDSCAPE SPECIES. REFER TO SHEET L-1 FOR GENERAL NOTES 35 TREES REFER TO SHEET L-3 FOR PLANTING NOTES REFER TO SHEET L-3 FOR MAINTENANCE NOTES 35 TREES REFER TO SHEET L-3 FOR PLANTING DETAILS 18 TREES REFER TO SHEET L-3 FOR STREET SECTION 18 TREES E O M rn o Q � z O I w V M w co Li ILO C) N Ix Li Q m x N C4 Y Y Z �CL CL co = Z ES tz O tea= oN �- E z Q_ w 0 (!) AVE W� W c W C Lr— ■ a w C) E to N -� Z r` t0 rr o E Fcr... a� J E m m j m CL U � W CL d � Z O � O W v, N Ln N D M � x N C4 0) Z �CL CL co = Z ES tz O tea= �- E Q_ w 0 (!) AVE c W C Lr— ■ a w C) E to N -� Z r` t0 W E E Fcr... a� E m m CL x N C4 n r tris: Siff _ 12. OF __l ml OF AW19" TYP 11 .;�'Ag,AIL ISI IM�Al..1�1J8 M.&Mt4Q DETAIL CITY OF BAKERSFIELD REVISIONS DETAIL FOR TREE AND SHRUB PLANTING zmm PLAN NO. L-10 NoTE5: L A PLAN41N6 WTARTHW APPROM C042" FLM 5 PWOR V 9MMI TAL OF HALT. WFANDW PLANS: rEP1 CAPFMAPPROM 2 1 00*"M c1l" V "**MM : 250OP3M (1'b2WN.. _ _.,... S. F000 GRAM VrMlq= ON EACH SO OF THt: MALL 5K. NpT v w LD' (ojw 4 ~ ALL WIS To 20 (OAA Aim OM SRAM s4 0 37 (OAA OL. g MIT ALL trlaJS COWAIM MOAK M=W HOLD NORfZONTAL EEA TO TOP OF WILL. b. A MR" OF 25% OF $IF= SIDE MA60 M TO W lomm, m, 1 TOP OF WALL GRAVOT KWW OF OSSSLOP, OR SVPED TO MM HE1M X115 cm baa" x !3V x WT & mme sm SAM to 0*rVv TO 04%OF "m (0.15x1 x 02A o�a1? ORY OI:NW AS VVnNMtQ? BY ASTM P-01 TO A 1 0" of 10 (03 0 tit BOTTOM OF Foam 4 MnR MOP SWAV0 NO 02V (60" 1" A5PHAI.T4 MAIM Pt+"COAU6 OF APPROM FOX AS MR Off STAIVIA10 51W L-4 DTl.AL 6L GOAT OILY THAT PORTION 03M LOT PAD GRAVE DOM TO FOOM. 10 POai>Im S1MLL NOT EXLw THE MOTH Now ON THE • R.A1L5 BY MORE IW 20' t MY FMWW WM&W '� TO MAMfA54 THIg FOOREi6 !417tH SHALL BE E�Ow THE TOP OF SM AT LEAST W (OAM9 09 THE DEPTH OF THE Fooffo, Nwhm Is UrA 1 DE516N CRITERIA: L GOliGltl IM K40W W MT 6M'N V. MW M011T a • Sr (0AW of... 041PO M TO ASTH M. tufo foom 2 RMMVRM SlM a GRADE 40. 3 MUXI!lIA4 WL UAM 1000M (6.4WAIt 4. wND De316F1 !S �orAt Ita+cPF11, '$' AND 5G ZpE'G'. 3 SAW" WALT. S16Nb: S& AM MMM C447WMOM rIMUOUT %A 5&. STAKIM ST®. WALL AMM 6W X 24Mt VZWTFOH EVW 6' RM TO ND V42475 ANDM GRACE -4a IMMM PM MAL L41 • .`4 ` • �. 42,ON84 1TUDINAL GONTiNIkAS *40WIOM oc. - ori5024'(O.M 0oL. w(O" CITY OF BAKERSFIELD REVISIONS DETAIL FOR MASONRY WALL NON -RETAINING STANDARD PLAN NO. S 14 Of 14 > XV= DAIM L-14 , r r w R/W & CIO . wl TR. BNORY. wl �.• �. NA a SACK OF 04M MY" NOWN CGNG! IM 'i�tl�01f�I!!! OWL L MANM A SQARAIL 0 6'-7' 4 3'-40 6' r r ) P.U.E. fl= AS i1'Adt"M PARALLEL TO TM! ADJACENT J i • 10' w LS. LOT o U, I r w Z J' OF- r i/`i/`i/`f(i/� fi; � � W r - r :R - -104 rI rl 1: i� 1►ii► r1� .:.. "t �► r � I ,.. , O r ~ - r � -06 Wz IL v n r tris: Siff _ 12. OF __l ml OF AW19" TYP 11 .;�'Ag,AIL ISI IM�Al..1�1J8 M.&Mt4Q DETAIL CITY OF BAKERSFIELD REVISIONS DETAIL FOR TREE AND SHRUB PLANTING zmm PLAN NO. L-10 NoTE5: L A PLAN41N6 WTARTHW APPROM C042" FLM 5 PWOR V 9MMI TAL OF HALT. WFANDW PLANS: rEP1 CAPFMAPPROM 2 1 00*"M c1l" V "**MM : 250OP3M (1'b2WN.. _ _.,... S. F000 GRAM VrMlq= ON EACH SO OF THt: MALL 5K. NpT v w LD' (ojw 4 ~ ALL WIS To 20 (OAA Aim OM SRAM s4 0 37 (OAA OL. g MIT ALL trlaJS COWAIM MOAK M=W HOLD NORfZONTAL EEA TO TOP OF WILL. b. A MR" OF 25% OF $IF= SIDE MA60 M TO W lomm, m, 1 TOP OF WALL GRAVOT KWW OF OSSSLOP, OR SVPED TO MM HE1M X115 cm baa" x !3V x WT & mme sm SAM to 0*rVv TO 04%OF "m (0.15x1 x 02A o�a1? ORY OI:NW AS VVnNMtQ? BY ASTM P-01 TO A 1 0" of 10 (03 0 tit BOTTOM OF Foam 4 MnR MOP SWAV0 NO 02V (60" 1" A5PHAI.T4 MAIM Pt+"COAU6 OF APPROM FOX AS MR Off STAIVIA10 51W L-4 DTl.AL 6L GOAT OILY THAT PORTION 03M LOT PAD GRAVE DOM TO FOOM. 10 POai>Im S1MLL NOT EXLw THE MOTH Now ON THE • R.A1L5 BY MORE IW 20' t MY FMWW WM&W '� TO MAMfA54 THIg FOOREi6 !417tH SHALL BE E�Ow THE TOP OF SM AT LEAST W (OAM9 09 THE DEPTH OF THE Fooffo, Nwhm Is UrA 1 DE516N CRITERIA: L GOliGltl IM K40W W MT 6M'N V. MW M011T a • Sr (0AW of... 041PO M TO ASTH M. tufo foom 2 RMMVRM SlM a GRADE 40. 3 MUXI!lIA4 WL UAM 1000M (6.4WAIt 4. wND De316F1 !S �orAt Ita+cPF11, '$' AND 5G ZpE'G'. 3 SAW" WALT. S16Nb: S& AM MMM C447WMOM rIMUOUT %A 5&. STAKIM ST®. WALL AMM 6W X 24Mt VZWTFOH EVW 6' RM TO ND V42475 ANDM GRACE -4a IMMM PM MAL L41 • .`4 ` • �. 42,ON84 1TUDINAL GONTiNIkAS *40WIOM oc. - ori5024'(O.M 0oL. w(O" CITY OF BAKERSFIELD REVISIONS DETAIL FOR MASONRY WALL NON -RETAINING STANDARD PLAN NO. S 14 Of 14 > XV= DAIM L-14 DETAIL FOR CONCRa✓TE MOW STRIPS & PLAYGROUND SIDEWALK PLAN NO. sm II of Rcxxm= DAU L-11 H Z , r r w R/W & CIO . wl TR. BNORY. wl �.• �. NA a SACK OF 04M MY" NOWN CGNG! IM 'i�tl�01f�I!!! OWL L MANM A SQARAIL 0 6'-7' 4 3'-40 6' r r ) P.U.E. fl= AS i1'Adt"M PARALLEL TO TM! ADJACENT J i • 10' w LS. LOT o U, w Z J' OF- ocr.H � � W r - r :R - -104 rI rl 1: i� 1►ii► r1� .:.. "t �► r � W O r ~ - r � = Wz IL w ,Q Q. 4 (!) EL II y. Iro `'`r`'`'`'` `� `� Z r,, co W ui z < W 'oe J V 1� �i � J R I 1 64I IL m DETAIL FOR CONCRa✓TE MOW STRIPS & PLAYGROUND SIDEWALK PLAN NO. sm II of Rcxxm= DAU L-11 H Z w R/W & CIO . wl TR. BNORY. wl LAN06044M r "WwASE Is LOU TMMi Moo 4 ALL PLAMf9 6VIVA m,, 1R W SMALL HAVs AN MAR MW, 7W AREA BETHIRFM PDkS71�iALL AMP a SACK OF 04M MY" NOWN CGNG! IM 'i�tl�01f�I!!! OWL L MANM A SQARAIL 0 6'-7' 4 3'-40 6' z¢ P.U.E. fl= AS i1'Adt"M PARALLEL TO TM! ADJACENT J i • 10' w LS. LOT o U, w Z J' EXISTING3: BLOCK WALL SEE TRACT 6758 2.0% MIN L` 4:1 MAX. 2% LANDSCAPE AREA EXISTING 5.5' COMBINATION SIDEWALK EXISTING CURB AND GUTTER Lidw�I!Zl It A UPARAT6 A"OMATIO IRRIGATION SYSTEM t5 Rw. OR V -"S M+it E LAMMAPI! ftAWM M*W* 0LY) �sr��11�p MNt om Y+WOE L�� t`LAN1iNO AREA } L AREA i!L'iFQlb 904K OF SCCNALM¢ AND NALL & ALL WOW MM SW" W W40M AMD no GLN+ "VM'.S SMNILL m UND To WPM AO "NO AT PROPIRTY LIME SMALL It AFFA0VC0er 4W PARR VlV0OW. WALL aK "sm LAN06044M r "WwASE Is LOU TMMi Moo 4 ALL PLAMf9 6VIVA m,, 1R W SMALL HAVs AN MAR MW, 7W AREA BETHIRFM PDkS71�iALL AMP 0.. WD LANOWA a was SMALL W SACK OF 04M MY" NOWN CGNG! IM 'i�tl�01f�I!!! OWL L MANM A SQARAIL ALLOMW AM's COMMIR SV04ALK SMALL W a AOOIM?>D COMlIt MKY !!d {R!'D OM.Y M!N!i POW Or 44"MOGWR 000M To IFN! F*ACC OF NALL NNIM SIM• GR DRILL SRC PROWTASC a Left TAW 100 I WA mfAtMCiC WfM= BACK OF 0400AX ANO PINCK & 9MIRlft AM QHALL M3E VAMP WD fl= AS i1'Adt"M PARALLEL TO TM! ADJACENT W. C44M THI IM MR RILL 00MlIOR AT MATIN M. $100to. CITY OF BAKERSFIELD TYPICAL LANDSCAPE WALL OR FENCE SCREEN 66' -±69.9' 57'-59.9' k ♦1• REVISIONS CL TAFT HIGHWAY 30'-55' 1 _ PLAN NO. L-13 VARIES 2' VARIES 125.1'-142.9'iw t22.7'-132.8' (NOT A PART) 12 na 1 J Lei I h x 10 I w 13 SLOPE 1 ¢ VARIES f .. 2.1%-3% A SECTION - TAFT HIGHWAY L- 3 NOT TO SCALE EX. R/W A" 'm Ll A =1 � 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT TO PERFORM WORK DURING THE POST -INSTALLMENT MAINTENANCE PERIOD, AS SPECIFIED HEREIN INCLUDING BUT NOT LIMITED T0: ADEQUATE WATERING OF PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND OTHER PESTS FOR A MINIMUM PERIOD OF THREE HUNDRED AND SIXTY FIVE (365) DAYS. 2. THE CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANING IS COMPLETED, UNTIL FINAL WRITTEN ACCEPTANCE BY THE CITY OF BAKERSFIELD RECREATION AND 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, UTTER, AND DEBRIS. 5. BEFORE WEEDS EXCEED TWO (2) INCHES IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF OFF-SITE. SERIOUS WEEDS PESTS (I.E.BLACKBERRY, NUT SEDGE OR BIND WEEDS) SHALL BE SPOT SPRAYED WITH A NON-SELECTIVE POST -EMERGENT HERBICIDE AS SPECIFIED BY A WEED ABATEMENT COMPANY, AND LEFT IN PLACE FOR {7) DAYS. AREAS SPRAYED SHAD. REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) DAYS AFTER APPLICATION AND DISPOSED OF OFF-SITE. 6. CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF DISEASES, INSECTS, ANO/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. SHOULD THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT, DURING THE MAINTENANCE PERIOD, DISCOVER THAT THE TERMS FOR THE MAINTENANCE PERIOD AS STATED HEREIN HAVE NOT BEEN STRICTLY ADHERED T0, THEN THE DAYS ACCRUING TOWARD COMPLETION OF SAID MAINTENANCE PERIOD WILL BE TERMINATED. THE MAINTENANCE PERIOD WILL BE EXTENDED ON (1) DAY FOR EACH DAY THE AREA IS OUT OF ITS MAINTENANCE PERIOD. AFTER THE AREA HAS BEEN BROUGHT UP. TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT STANDARD, THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT WILL REQUIRE A RE -INSPECTION BY A CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT REPRESENTATIVE. WHEN THE INSPECTION IS COMPLETED, AND THE AREA IS IN SATISFACTORY CONDITION, THEN, AND ONLY THEN, WILL THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT 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 QUAN1111ES AND ADJUST WATER APPLICATION TO COMPENSATE FOR SEASONAL CONDITIONS. 9. (3) THREE WEEKS PRIOR TO THE CONCLUSION OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL CONTACT THE CITY'S REPRESENTATIVE TO PERFORM A FINAL INSPECTION OF WORK. ANY REMOVED PLANTS NOT IN SATISFACTORY AND HEALTHY CONDITION FROM THE SITE SHALL BE REPLACED WITH MATERIAL OF LIKE KIND AND SIZE AND IN A MANNER SPECIFIED FOR ORIGINAL PLANTING. IF THE REPLACEMENT PLANTS DO NOT REPRESENT A SIMILAR FOLIAGE REPRESENTATION OF THE ORIGINAL PLANTED MATERIAL, THE CONTRACTOR SHALL REPLACE PLANTS WITH NEXT AVAILABLE UP-SIZED CONTAINER. ALL GROUND COVER SHALL HAVE A TWELVE (12") INCH CLEARING FROM ALL STRUCTURES INCLUDING BUT NOT LIMITED TO: SIDEWALK AREAS, WALLS, FENCES, MOW CURBS, VALVE BOXES, TREE BASES, SHRUBS, ETC. 10. BEFORE THE START OF THE MAINTENANCE PERIOD. THE CONTRACTOR SHALL PREPARE AND SUBMIT ON A (NEW) SET OF BLUE LINE PRINTS AN "AS BUILT DRAWING. THE DRAWINGS SHALL INCLUDE ALL DEVIATIONS FROM THE ORIGINAL BID DOCUMENTS MADE DURING CONSTRUCTION THAT AFFECT THE MAIN UNE, CONTROLLER LOCATIONS, REMOTE CONTROL VALVES, QUICK -COUPLING VALVES, ALL SPRINKLER HEADS, AND ALL PLANT MATERIAL THE DRAWINGS SHALL ALSO INDICATE AND SHOW APPROVED SUBSTITUIIONS OF SIZE MATERIAL AND MANUFACTURER'S NAME AND CATALOG NUMBERS. ALSO, A SET OF 11 X17 LAMINATED, SPIRAL BOUND "AS BUILT' WITH HIGHLIGHTED COLOR COOED IRRIGATION REFERENCE CHART AND SCHEDULE, KEYS TO THE CONTROLLER, AND TWO QUICK COUPLER VALVE KEYS WITH GATE VALVE HOSE 818 ATTACHMENT, SHALL BE SUBMITTED TO THE C.O.B. 11. BEFORE THE START OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL SUBMIT ALL UNEDITED INVOICES OF SAID RAIN BIRD EQUIPMENT TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT REPRESENTATIVE FOR THEIR MAXICOM DOLLAR FUND. PLANTING NOTES: 1. TREES SHALL BE STAKED AS PER DETAILS AND SPECIFICATIONS. 2. THERE SHALL BE NO SUBSTITUTIONS OR DELETIONS OF PLANT MATERIALS WITHOUT APPROVAL OF THE OWNER AND CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 3. CONTRACTOR SHALL CONFORM TO ALL C.O.B. CODES AND REQUIREMENTS INCLUDING ALL INSPECTIONS PERTAINING TO THIS INSTALLATION. 4. ALL LANDSCAPE DETAILS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD. STANDARD LANDSCAPE DETAILS AND AS DIRECTED BY THE CITY OF BAKERSFIELD ENGINEER. 5. PLACE ALL TREES BEHIND 'UNE OF SIGHT.' VERIFY WITH CITY OF BAKERSFIELD. RECREATION AND PARKS DEPARTMENT OR . LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION OR TREE INSTALLATION. 6. PRIOR TO FINAL COUNTY ACCEPTANCE, CONTRACTOR SHALL APPLY PRE -EMERGENT WEED CONTROL AS RECOMMENDED BY CERTIFIED PEST ADVISOR AND APPLIED BY A CERTIFIED PEST ADVISOR APPLICATOR. 7. 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 IS TO ASSUME SOILS CONDITIONS ARE NORMAL.THE CONTRACTOR SHALL THEN BE RESPONSIBLE FOR SUBMITTING TO AN INDEPENDENT SOILS ANALYSIS LABORATORY, APPROVED BY CYTY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT, A COMPOSITE SOIL SAMPLE FOR AGRICULTURAL SOILS TESTING AND RECOMMENDA11ONS 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. PRIOR TO LANDSCAPE AND IRRIGATION CONSTRUCTION COMMENCEMENT, THE CONTRACTOR MALL OBTAIN SOILS PREPARATION RECOMMENDATIONS FROM A LICENSED SOILS ENGINEER AND DELIVER IT TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT FOR APPROVAL 8. CONTRACTOR SHALL ALSO SUBMIT A SEPARATE COMPOSITE SOIL SAMPLE ALONG WITH A MAP OF SOIL SAMPLE LOCATION AND A LIST OF PLANT MATERIALS TO LAB, IF PLANTING IS PROPOSED WHERE ASPHALT PAVING SHALL BE REMOVED, AN ADDITIONAL SAMPLE SHALL BE TESTED FOR SOIL STERILANTS. 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 A ND IMPORTING FERTILE TOPSOIL. 9. CONTRACTOR SHALL SUBMIT COPY OF SOILS ANALYSIS AND RECOMMENDATIONS TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT AND OWNER'S REPRESENTATIVE. 10. CONTRACTOR IS 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. 11. ALL PLANT MATERIAL MALL 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. 12. CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT RESERVES THE RIGHT TO REJECT ANY PLANT MATERIAL NOT UP TO PAR WITH CITY OF BAKERSFIELD STANDARDS AT THE TIME OF OBSERVATION OF DELIVERY AND INSTALLATION. CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT MAY INSPECT THE ROOTBALL OF AT LEAST (2) PLANTS AND NO MORE THAN 2% OF THE PLANT MATERIAL TO DETERMINE ROOT CONDITION OF PLANTS. 13. PLANTS PLANTED IN A ROW SHALL BE MATCHED IN FORM. 14. ALL STREET TREES TO BE STANDARD FORM AND PLANTED A MINIMUM OF 6'-0" FROM ALL CURBS AND CONCRETE. 15. STREET TREES SHALL NOT BE LOCATED CLOSER THAN 10'-0" FROM ANY DRIVEWAY, WASTEWATER LATERAL, UTILITY POLE, BOX OR VAULT OR FIRE HYDRANT AND 30' -0 - FROM STREET LIGHT STANDARDS. 16. NO TREES OR SHRUBS SHALL BE PLANTED WITHIN THE FLOW LINE OF ANY DRAINAGE SWALES, CHEEK WALLS, INVERTS OR DRAIN OPENINGS. 17. LOCATIONS AND COUNTS ARE PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR SHALL VERIFY ALL PLANT COUNTS. PLANT SYMBOLS TAKE PRECEDENCE OVER QUANTITIES SPECIFIED. 18. PLANT MATERIALS WITHIN VISION TRIANGLES SHALL BE 24" MAXIMUM HEIGHT AS MEASURED FROM TOP OF CURB. 19. ALL SHRUBS ,SHALL BE SET BACK 30" MINIMUM FROM EDGE OF SIDEWALK TO CENTER OF PLANT. ALL GROUNOCOVER SHALL BE SET BACK 24" MINIMUM FROM EDGE OF SIDEWALK TO CENTER OF PLANT. 20. CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT CONTAINING A PHOTO OF EACH PLANT NURSERY STOCK, WITH NURSERY NAME, LOCATION AND CONTACT AS TO WHERE THE PLANT MATERIAL WILL BE SOURCED; MATERIAL DATA SAFETY SHEETS AND A SAMPLE OF EACH AMENDMENT TO BE USED; AND SPECIFICATION SHEETS FOR LODGE POLES AND TREE TIES. SUBMITTAL OF PLANT PHOTOS SHALL NOT BE CONSIDERED AS FINAL PLANT INSPECTION. A COPY OF THE SOILS LAB ANALYSIS AND RECOMMENDATIONS SHALL BE PROVIDED M CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT AS PART OF THE SUBMITTAL PACKAGE AND PRIOR TO COMMENCEMENT OF PLANTING. 21. ALL PLANTS AND PLANTING SHALL BE GUARANTEED FOR THE 1 YEAR MAINTENANCE PERIOD DURATION BEGINNING AT THE FIRST DAY OF THE MAINTENANCE PERIOD. 22. ALL DEAD, DAMAGED OR BROKEN PLANT MATERIAL, INCLUDING GROUND COVER, SHALL BE REPLACED AT TWO WEEK INTERVALS. 23. WILTED AND/OR ROOT BOUND PLANT MATERIAL SHALL NOT BE PLANTED OR USED ON THE PROJECT. 24. CROWN OF PLANT SHALL BE JUST SLIGHTLY HIGHER, AFTER SETTING, THAN THE ADJACENT GRADE. 25. PRUNING OF TREES OR PLANT MATERIAL SHALL NOT BE TOLERATED. 26. PROCEED WITH PLANTING WORK ONLY AFTER IRRIGATION WORK IS COMPLETED, TESTED AND APPROVED BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 27. IF SUBSTITUTIONS ARE NECESSARY, CONTRACTOR SHALL PROVIDE A SUBSTITUTION LIST TO BE APPROVED BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT PRIOR TO INSTALLATION AND AT NO ADD111ONAL COST TO OWNER. IF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATED OR SPECIFIED, CONTRACTOR PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THIS CONTRACT. 28. ALL PLANTER AREAS SHALL HAVE A MINIMUM OF 3" DEEP OF SHREDDED BARK MULCH IN ALL PLANTING BEDS, DISTURBED EXISTING BEDS UPON COMPLETION OF EACH PLANTING AREA, UNLESS OTHERWISE SPECIFIED ON PLANS. 29. CONTRACTOR SHALL PROVIDE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT WITH SAMPLES AND/OR PRODUCT LITERATURE FOR REVIEW AND APPROVAL OF THE FOLLOWING: 4 TO 1" REDWOOD BARK CHIPS SUPPLIED FROM A FRESH WATER A. MULCH: �/ MILL. MULCH SHALL BE UNIFORM IN COLOR AND FREE FROM WEEDS, SAWDUST, SEEDS, AND SPLINTERS. ANY DYED PRODUCT WILL NOT BE ACCEPTED. B. TREE STAKES: 2' DIAMETER X 10' 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. C. TIES: TREE SUPPORT VIT OR APPROVED EQUAL. MINIMUM (4) PER TREE. D. PRE -EMERGENT HERBICIDE: FOR ALL ON -GRADE GROUND COVER AND SHRUB AREAS, PROVIDE 'SURFLAN A.S." AS MANUFACTURED BY ELANCO PRODUCTS, NO ACCEPTABLE SUBTITU11ONS. APPLY AS PER MANUFACTURER'S INSTRUCTIONS. E. ROOT CONTROL BARRIERS: "DEEP ROOT CONTROL BARRIER", STOCK NUMBER UB24-2 AS MANUFACTURED BY DEEP ROOT CORP, OR APPROVED EQUAL. 1.5-6758 Ph 4 Z J a Cly=Z • w o U, OF- ocr.H � � W _ "t co Z 06 �Z W O u) uj � = Wz IL w ,Q Q. 4 (!) EL II z Iro to Z r,, co W ui z < W J V 1� �i � J Z J a Cly=Z w o U, OF- ocr.H � � W _ "t co Z 06 �Z W O u) uj � = Wz IL w ,Q Q. 4 (!) EL z Iro to Z r,, co W ui z < W J V 1� � J D 64I IL m j 4 ooCD w CL U)40 0 �Ld >N w N 0 N M � Z J a Cly=Z w o U, ocr.H � � W _ "t co Z 06 W O u) uj � = Wz IL ,Q Q. 4 (!) EL z to Z r,, co W ui z < W J V 1� � J D 64I IL a 4 — — — — -- — — \ `�\ LINE Of SIGHT 650'^ _ 1 ry i REFER TO SHEET L-1 FOR GENERAL NOTES REFER TO SHEET L-5 FOR IRRIGATION NOTES REFER TO SHEET L-5 FOR GENERAL RECORD DRAWING NOTE REFER TO SHEETS L-5 & L-6 FOR IRRIGATION DETAILS REFER TO SHEET L-7 FOR SPECIFICATIONS TRACT 6758, UNIT 4 ■ T NOT A PART NOTE: 34 3� CONTRACTOR SHALL FURNISH AND INSTALL 110V 33 ■ POWER TO THE ELECTRICAL METER PEDESTAL AND / IRRIGATION CONTROLLER AT THIS APPROXIMATE ' LOCATION AND ACTIVATE. LOCATE IRRIGATION EQUIPMENT IN PLANTING AREA.ff - „ __ ___._. " r , : 1 " -- , �a Y4r' 4" fig. Us Lim Ig mn -r o o „Lm W 96-1 i x r r 74 O O h 74 3 .\ ''r' '{�,," 3/4ff "J 7 VALIVII.— ID CHART: �a —Y " 2 _ 4 f T ._r �= - - , - 1 Y4 ��m•==MMMMMMMMMMMMMmdmmmmMMM��o��7�mm j a '! W p7 , B1 PING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ' T CONTROLLER PULL EXTRA CONTROL WIRES (6 -BLACK, 6 -RED) ■®� ■gmm& r' 1" 19 82 B3 _Z _� & ONE COMMON WIRE FOR FUTURE IRRIGATION. ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE LABEL AND INSTALL IN JUMBO VALVE BOX. INSTALL EZ-FLO INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 1" 17 1" 19 ' —I + B1 BZ R3 R4 B5 BA B7 B8 INSTALL GATE VALVE. FERTILIZER INJECTOR = N 1 " 19 1 " 17 1 19 1 " 19 1 19 1 " 18 1 " 16 1 " 17 2. SHRUB BUBBLERS SET BACK 24" OFF HARDSCAPE. TAFT HWY Q� FUTURE MEDIAN 10 11+0i __----__---------------------------------------------------- 18+00 19+00 __ -- 20+00 -- 21+00 -- - 22+00 ---------------------------------------------------------------------------------------------"---------------------------------------------------------------------------------------------------------- 24 - - - i- _ _ V . TRACT 6758, UNIT 4 ."-., � T 32 \ D T oo> or �4 �4 / r E_ ----",;y„ - (�T �°% �, `�, 1 - 14 m ' �. Q o r - o - O o o O .. O O O Y o W19 N Ifr t ' W y. ; 77 r 14fyt 1 !f t r” f` \; •-^� 74' S77 IIIIIIIINN M m m mmmmmmmmmmm mm to r- z ' 4 J N N ■ 1" 19 � U I- Q ' FUTURE MEDIAN A --------------------------------- ------------------------------------------------------------------ 23+00 24+00 A--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------� ■ NOTES: IRRIGATION SYSTEM IS DESIGNED FOR 55 PSI 0 POINT OF CONNECTION. � ASSUMED OPERATING PRESSURE = 30 PSI MAXIMUM FLOW = 40 GPM FOR THE HOTTEST MONTH OF THE YEAR: IRRIGATION RUN TIME FOR SHRUBS (AT FULL GROWTH) = 10 MINUTES A DAY, THREE TIMES A WEEK (SCHEDULE CONTROLLER RUN TIME FOR SHRUB STATIONS 2 TIMES X 5 MINUTES; ONE HOUR MIN. BETWEEN WATERING CYCLES) IRRIGATION RUN 11ME FOR TREES (AT FULL GROWTH) = 48 MINUTES A DAY, THREE TIMES A WEEK (SCHEDULE CONTROLLER RUN 11ME FOR TREE STATIONS 3 TIMES X 16 MINUTES; ONE HOUR MIN. BETWEEN WATERING CYCLES) FOR REGULAR SCHEDULE AFTER ESTABLISHMENT: IRRIGATION SHALL BE SCHEDULED TO OCCUR THREE TIMES A WEEK BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM. FT H ARL FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 2. SHRUB BUBBLERS SET BACK 24" OFF HARDSCAPE. - - 25+00 26+00 ______ �`- - ----------------------------------------------------------------------- STUB MAINLINE WITH GATE VALVE IN A VALVE BOX. --------- PULL EXTRA CONTROL WIRES (10 -BLACK, 10 -RED) & ONE COMMON WIRE FOR FUTURE IRRIGATION. CROSS OVER 81 ME SChEDUB. CONTRACTOR SHALL FURNISH AND INSTALL THE FOLLOWING IRRIGATION SLEEVES: (SEE IRRIGATION NOTE NO. 7, SHEET L-5) SCHEDULE 40 PVC SLEEVES: O(1) 4- (FOR MAINLINE) (1) 2 (FOR CONTROL WIRES) 1 1 TRACT 6758, UNIT 4 EXISTING SUMP 1 QTY MANUFACTURER MODEL DESCRIPIIONS/iREMARKS H , PATTERN PSI EXISTING TRACT 6491 s AUTOMATIC CONTROL VALVES WITH I.D. TAGS (SEE DETAIL L, SHEET L-6 & DETAIL L6, USE TYPE 70 8 RAINBIRD 100-PEB SHEET L-5). INSTALL A SCH. 80 PVC UNION (SPEARS # 897 SERIES) & BALL VALVE 30 W _ _t _~ - ------------------- _ . _.._ ~ _-------- ------ ------ ....... V4"4" 1 ff 't N" `5 �N �;� RAINSIRD 200-PEB 0vf' -� o� 10,546 SQ. FT. m,on mdr r� ti �J zx EXISTING IRRIGATION RAINBIRD 1804 SAM PRS POP—UP/W V "� � !4"..�4» �- ? 7 4 Z l.l.! 2ff W■ mmmmimmmom NOTES: RAINBIRD O Z -1 ' . 1. PIPING, VALVES. ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE BUBBLER + TRICKLE 30 B8 - SEE DETAIL Q, SHEET L-6. 00 BADGER 2" RECORDALL M-170 1" 17 INSTALLED IN PLANTING AREAS WHERE POSSIBLE. .. N T 2. SHRUB BUBBLERS SET BACK 24" OFF HARDSCAPE. w i- < 1f cc T Joca ESP-24LXMEF ' FUTURE MEDIAN TAFT HWY WITH CONTROLLER WITH IQ -NCC CARTRIDGE - SPEC # R89104602B, RAIN SENSOR W/ ------------------------------------------------- -- ------------------------ ------------------------------------------------------ 29+00 30+00 VANDAL GUARD - SPEC # KCPLXME-RG (AVAILABLE 0 KERN TURF SUPPLY), FLOW < © 1 RAINBIRD CARTRIDGE; SMART MODULE; (1) KCPCSA-24 BOARD & GROUNDING ROD IN (1) VIT-TL SB22SS 24 STA. i_._-� --_----------------------------- i m> IRRIGATION EQUIPMENT 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 DESCRIPIIONS/iREMARKS SIZE PATTERN PSI GPM RAD. AUTOMATIC CONTROL VALVES WITH I.D. TAGS (SEE DETAIL L, SHEET L-6 & DETAIL L6, USE TYPE 70 8 RAINBIRD 100-PEB SHEET L-5). INSTALL A SCH. 80 PVC UNION (SPEARS # 897 SERIES) & BALL VALVE 1" 30 0.50 _ INSTALL TWO BUBBLERS PER TREE, TYP. (SPEARS #2122 SERIES) THE SAME SIZE AS VALVE A EACH VALVE LOCATION. 1.00 ® 1 RAINSIRD 200-PEB IRRIGATION MASTER CONTROL VALVE, NORMALLY CLOSED. MASTER VALVE WIRES TO 2" o� 10,546 SQ. FT. SEE PLAN & DETAIL J, SHEET L-6. W/ SOLADA BE INSTALLED IN A 1 1/2- SCHEDULE 40 CONDUIT TO THE CONTROLLER. RAINBIRD 1804 SAM PRS POP—UP/W PCN �- 1 1/2- FLOW SENSOR. INSTALL PER MANUFACTURER'S SPECIFICATIONS. Z © 1 RAINBIRD FS150P FLOW SENSOR WIRES TO BE INSTALLED IN A 1 1/2- SCHEDULE 40 CONDUIT TO THE 1 1/2 - /2"CONTROLLER. BUBBLER PCN -25 TRICKLE 30 CONTROLLER. OPERATING FLOW RANGE FOR FS150P IS 5 — 100 GPM. - SEE DETAIL Q, SHEET L-6. 1 BADGER 2" RECORDALL M-170 CONTRACTOR SHALL FURNISH AND INSTALL 2" WATER METER AS THE IRRIGATION 2" .. r*ft (o WATER METER w POINT OF CONNECTION. (OPERATING FLOW RANGE 2-170 GPM) 1f cc T Joca ESP-24LXMEF FURNISH, GROUND AND INSTALL PER MANUFACTURER'S INSTRUCTIONS (1) 24 -STATION N N WITH CONTROLLER WITH IQ -NCC CARTRIDGE - SPEC # R89104602B, RAIN SENSOR W/ J m IQ-NCC-RB91Q4602B VANDAL GUARD - SPEC # KCPLXME-RG (AVAILABLE 0 KERN TURF SUPPLY), FLOW < © 1 RAINBIRD CARTRIDGE; SMART MODULE; (1) KCPCSA-24 BOARD & GROUNDING ROD IN (1) VIT-TL SB22SS 24 STA. m> RAIN SENSOR #KCPLXME-RG; CONTROLLER ENCLOSURE (SEE DETAIL L-7, SHEET L-5 & DETAIL F. SHEET L-6). FLOW SMART CONTRACTOR SHALL FURNISH 110 VOLT ELECTRICAL POWER ACCESS TO THIS LOCATION cj<D AND ACTIVATE CONTROLLER (SEE PLAN). )• STRONGBOX SBBC-45SS FURNISH AND INSTALL 2" BACK FLOW PREVENTER WITH STRONG BOX SBBC-45SS ® 1 FEBCO 825Y BACKFLOW ENCLOSURE AND THERMAL BLANKET VAT PBB-75HP PER MANUFACTURER'S 2" 93:� POLAR -PARKA VIT PBB-75HP SPECIFICATIONS. SEE DETAIL G, SHEET L-6. (OPERATING FLOW RANGE 2-240 GPM) T _ _ 110V POWER SHALL BE PROVIDED BY OTHERS TO THIS APPROXIMATE LOCATION - (SEE PLAN). 4 APOLLO 122T 122T APOLLO LINE SIZE BRASS GATE VALVE FOR ON/OFF CONTROL LINE SIZE 7 RAINBIRD 44 LRC/TSJ-18" QUICK COUPLER VALVE WITH TSJ-18". INSTALL IN AMETEK 10" ROUND VALVE BOX (TYP), - NO SYMBOL 1 EZ-FLO EZ010-HC 10 GALLON CAPACITY FERTILIZING SYSTEM, INSTALL IN WX24"X24" VALVE BOX — IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L. APPROVED) otm #14 AWG CONTROL WIRES, #12 AWG COMMON WIRE, ROUTE WITH MAINLINE COLOR OF WINS TO BE AS FOLLOW: NO cn� > COMMON WIRE — WHITE SYMBOL — AS APPROVED — CONTROL WIRE — BLACK — U, SPARE WIRE — RED MASTER VALVE WIRE — BLUE FLOW SENSOR — PAIGE IRRIGATION SPEC#P7162D—A—REV 8 UNDERGROUND COMMUNICATION CABLE SHIELDED AND ARMOR 16 AWG/1PAIR NO SYMBOL _ 3M _ OBR/Y--6 WIRE CONNECTORS, USE FOR ALL WIRE CONNEC11ONS — M HD VALVE BOXES WITH BOLT DOWN LIDS NO APPLIED 14" X 19" FOR MASTER CONTROL VALVE, FLOW SENSOR AND REMOTE CONTROL VALVES SYMBOL ENGINEERING HD - 10" ROUND FOR GATE VALVES AND QUICK COUPLERS - VALVE BOXES JUMBO SIZE BOX FOR WIRE PULL BOX. EACH BOX TO BE HEAT BRANDED WITH PROPER ID. - — — - PVC PIPE SCH. 40 PVC IRRIGATION MAIN LINE - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L-5 SEE PLAN PVC PIPE SCH. 40 PVC IRRIGATION LATERAL - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L-5 SEE PLAN �. PVC PIPE SCH. 40 PVC IRRIGATION SLEEVE - SEE IRRIGATION NOTES NO. 6 AND 7, MEET L-5 SEE PLAN EXISTING SUMP n "ji ff,T ff LL " 4 1 " 1 ff ff ff �.. 1_ , 4 N W ✓4 IQ Lm Lim _u Lm i - 0 J e _ V41 fi �4 �4 " W m 1 V4 1 1/4 2" W — 86 FB -7-1 w 1" 18 1" 16 W ■ZN 'J -h = 00 V N FUTURE MEDIAN Q ---------------------------------------------------------------------- ' 27+00 28+00 ' - 4 -- -- -- -- - -I- -- --- ------------------------------------- DRIP IRRIGATION 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/SERIES MODEL HEAD TYPE NOZZLE PATTERN PSI GPM RAD. REMARKS USE TYPE 70 RAIN BIRD 1400 SERIES RWS ROOT WATERING 1402 BUBBLER 30 0.50 _ INSTALL TWO BUBBLERS PER TREE, TYP. 3,164 1.00 W/ RWS—SOCK BC -02 SYSTEM TQ0z o� 10,546 SQ. FT. SEE PLAN & DETAIL J, SHEET L-6. 1.00 RAINBIRD 1804 SAM PRS POP—UP/W PCN �- i -n Z Z INSTALL ONE BUBBLER PER SHRUB, TYP. mi 430 HUNTER PCB BUBBLER NOZZLES WITH BUBBLER BUBBLER PCN -25 TRICKLE 30 0.25 - SEE DETAIL Q, SHEET L-6. (D T RAINBIRD SA SERIES SWING ASSEMBLY NOZZLE w� r*ft (o LLJ w W 1f NOTES: 1. INSTALL TREE BUBBLERS WITHIN SPECIFIED WATERING BASIN IN TURF AND GROUND COVER AREAS. 2. CONTRACTOR MALL DOCUMENT 30 PSI 0 EACH VALVE AND SUBMIT AND FAX TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT 0 (661) 852-2120 FOR APPROVAL. MAXI APPUM WATM ALLOWANCE (MAWA) CALCS: MAWA = (ETO)(0.62)(0.45 X LANDSCAPE AREA) MAWA = (52.4 INCHES)(0.62)(0.45 X 10,546)=154.178 GALLONS PER YEAR ETAF = 0.45 FOR NON-RESIDENTIAL AREAS Eff1Ml ED TOTAL WATER lT (ETVVIJ) CALCI HYDRO PLANT PLANT FACTOR HYDROZONE AREA ZONE WATER FROM WUCOLS {HA) PF X HA % OF TOTAL LS AREA USE TYPE (PF)* USE A LOW 0.3 10,546 SQ. FT. 3,164 1 sum 3,164 *PLANT FACTOR FROM WUCOLS. SEE PLANTING LEGEND, SHEET L-2. IRRIGATION EFFICIENCY = 0.81 FOR DRIP SYSTEM ETWU = (52.4 INCHES)(0.62)( 3,164)=126.903 GALLONS PER YEAR 0.81 THE ETWU IS LESS THAN MAWA. THE WATER BUDGET COMPLIES MATH THE MAWA. ETWU — ESTIMATED TOTAL WATER USE MAWA — MAXIMUM APPLIED WATER ALLOWANCE PF — PLANT FACTOR HA — HYDROZONE AREA HIGH WATER USE: 3 MODERATE WATER USE: 2 LOW WATER USE: 1 SCALE: 1 " = 20' 20 10 0 20 40 THE HYDROZONE SETTINGS AND THE SQUARE FOOTAGE COVERED BY EACH HYDROZONE SHALL BE INSTALLED AS PROPOSED IN HYDROZONE TABLET AND IN ACCORDANCE WITH THE APPROVED PLANS. HYDRO HYDROZONE AREA OF AREA OF ZONE DESCRIPTION WATER HYDROZONE % OF TOTAL LS AREA HYDROZONE USE COVERAGE c=z COVERAGE A STREETSCAPE 1 10,546 SQ. FT. 100% 1.00 SHRUBS TQ0z o� 10,546 SQ. FT. 100% LS AREA 1.00 1.5-6758 Ph 4 SA N V X0-0- co Z T a c=z T H 0 ILL TQ0z o� O I— Q �- i -n Z Z a" WO Z O_ cc a T(L S `'' m 4c (0) (D T 00 to CID �_ w� r*ft (o LLJ w W 1f cc T Joca a �o N N J m (. < m> cj<D U d 93:� d w¢ otm cn� > W U, o� N M d" co Z T a c=z T H 0 ILL TQ0z O I— Q �- T ef' Z a" WO Z O_ cc a T(L Wi— Q m 4c (0) (D T 00 to CID �_ Z r*ft (o LLJ w W 1f cc T Joca a N N J m (. < <' TOP OF VALVE BOX 2+ (0.1" Tm w MAN mm NOM "ON Ewm" Looe OR 6L 01) La ?Ila PDR ALL We Ao Alt -72 41 KINDS OF EQUIPMENT. THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS Cgilt1gfOL• mm W fazuw DAM VALVE j COMMON m i RWW^ZAD WINE O fC ML(m (0AW SIM AVAILABLE AT ALL TIMES FOR INSPECTION AND SHALL BE KEPT IN A LOCATION DESIGNATED ADD TWRLWD WO GONOfA I' / FPN6 DETAL w ftm vw lSfmvALVE lm 9w Mmu IV NSTALLATtORI - MAL W MAN MAN CONNEC11ONS TO EXISTING WATER LINES LN LN" ELM VIEW RIWK i S. ALL ►TION CONTROL NFES (COM AIV C 4 W SWL. � ATE Gt9A1'I•RDL VALVE :J/ BE 14 &VO UL.. SABLE STRAW COPPER WK TAPIR AHD SPRINKLER CONTROL VALVES BMW AT W 004 WMALS AND RACEP NEAR THE ROUTING OF CONTROL AND COMMON WIRE NRI6ATION Ml11ll.SE AT THE $ OUM POSlWK QUICK COUPLING VALVES SEE Off STAN VM SW L-2 L USE IVWN ON ALL 1HREWEP JONMS 6. ALL NNIE CONEGMS SWI BE W+iA'IBWWW AND APPROM PLANT MATERIAL SUBSTITUTION OR LAYOUT CHANGES BY THE =MAIM AND PAM OFSO M SPI.US WLLr NLJ1• 2 ALL WKS SWILL BE SOMILE 60 M. ALL RMW BE ALLOW KISS AMM BY THE 14ZWA70 AID SHALL BE SCWl3 U 40 PVC• PARKS DHREGtM THE AFPP^W SUM MU RIMEM INFORMATION TO CREATE A CLEAN SET OF 'RECORD DRAWINGS'. ALL WORK SHALL BE twGPAftaBou I ALL AWAIN CONIROL VALVES SHALL BE PLACEP N A P J6M CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE lRRIBATWON WNr1r®OI, VALVE BOX NN VALVE D Mo. 7rE TOP OF I MANTAN 7:0' IDA* SWARATION MOM R NOTE TWE VALVE BOX SiMLH. BE 2(Y 001W BEIAN NOW OWE M 7W CGHMM VALVES (GBWrBWI W TO ClRITI:NIri V MO MW TWWAN AHD 20 OOA1 ABOVE PINISWW TIRADE N FLAN ER AREA• TWE OW VALVE 5 MIALL M IN TWE SAME LOCATION• .. MW !IE ABLE TO REPLACE VALVE WTHk7Ut CU M ARE VMMW AWEPTARE. ANY DL:IMTION FOR TIE ACGF.P W WM FAUSAM LM OR MOAW WX MVLVS BEIM MAST BL: APPROVED BY THE REGREATipW AW PAWSPROM & MME POSS" LOCATE VALVES IN M PLAM AREAS $DOW.E VALYM NO$ PRo SERIES WNW N. ALL. IMM" RMA"106 OWL BE IN AGGCRDANCE MH 40MMAIM VALVE eou WM EMT VOW WV01k Off STAT 2NM THE LAINT AFFFO D LDI't'1ON OF INE WPM a!l K c4um ER: NDS rw smm w "000 ♦ Fr s .r ♦ r" craN"ATEc VALVE eau HM 9MT porgy WYM 20 OF TIE S AVNV 9'6 MA1r0MNE AM AS DOE= IV 1HE CONTROLLER CHARTS: R6GREAM AND' PAM L701EG" M WRW:1! LL DaX: NDS rw satm W").'Ea• 4"50 i Nile; REGTANk7 LM VALVE WX Hm smlr vom covm 10. ALL, M MALS UNP SIL+ BE NEN AMD MEE PWWOM D8'EGM 4. INSTALLATION OF LOM WWA70 CGNrR01r HN FHSOM IL ANY Ata ALL (MM SHALL BE APPROVED BY INE IWIZAIN ♦. '., AND FAM OMBU GR PRIOR To rWfATION• _ jay r• r :► /� %\ / r 11 SM MPHEiVPD LMWAFEMW46AIM FLAW AND L SSM OPERATE VALVES, (ONE COLOR FOR ALL VALVE WAS s ONE COLOR FOR MM MODEL. NJM ft S= aMlW, MWAG=* r '/ I , ► is /` rr\\ CITY OF BAKERSFIELD REVISIONS /� r .. � ♦Pr ♦ r r ♦. Mr �\\ m CITY OF BAKE RSFIELD DETAILS FOR PIPING, r .r I / -•I Iw r d AM BACKFILL Cl TJL YL OF BAKERSFIELD U d FOR POTABLE WATERDETAILS PROTECTION TOP OF VALVE BOX 2+ (0.1" Tm w MAN mm NOM "ON Ewm" Looe OR 6L 01) La ?Ila PDR ALL We Ao Alt Elta'KA KINDS OF EQUIPMENT. THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS Cgilt1gfOL• mm W fazuw DAM VALVE j COMMON m i RWW^ZAD WINE 00 P � t0 ASr ML(m (0AW SIM AVAILABLE AT ALL TIMES FOR INSPECTION AND SHALL BE KEPT IN A LOCATION DESIGNATED ADD TWRLWD WO GONOfA I' / FPN6 DETAL w ftm vw lSfmvALVE lm 9w Mmu IV NSTALLATtORI - MAL W MAN MAN CONNEC11ONS TO EXISTING WATER LINES LN LN" ELM VIEW RIWK � S. ALL ►TION CONTROL NFES (COM AIV C 4 W SWL. � ATE Gt9A1'I•RDL VALVE :J/ BE 14 &VO UL.. SABLE STRAW COPPER WK TAPIR AHD SPRINKLER CONTROL VALVES BMW AT W 004 WMALS AND RACEP NEAR THE ROUTING OF CONTROL AND COMMON WIRE NRI6ATION Ml11ll.SE AT THE $ OUM POSlWK QUICK COUPLING VALVES SEE Off STAN VM SW L-2 L USE IVWN ON ALL 1HREWEP JONMS 6. ALL NNIE CONEGMS SWI BE W+iA'IBWWW AND APPROM PLANT MATERIAL SUBSTITUTION OR LAYOUT CHANGES BY THE =MAIM AND PAM OFSO M SPI.US WLLr NLJ1• 2 ALL WKS SWILL BE SOMILE 60 M. ALL RMW BE ALLOW KISS AMM BY THE 14ZWA70 AID SHALL BE SCWl3 U 40 PVC• PARKS DHREGtM THE AFPP^W SUM MU RIMEM INFORMATION TO CREATE A CLEAN SET OF 'RECORD DRAWINGS'. ALL WORK SHALL BE twGPAftaBou I ALL AWAIN CONIROL VALVES SHALL BE PLACEP N A P J6M CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE lRRIBATWON WNr1r®OI, VALVE BOX NN VALVE D Mo. 7rE TOP OF I MANTAN 7:0' IDA* SWARATION MOM R NOTE TWE VALVE BOX SiMLH. BE 2(Y 001W BEIAN NOW OWE M 7W CGHMM VALVES (GBWrBWI W TO ClRITI:NIri V MO MW TWWAN AHD 20 OOA1 ABOVE PINISWW TIRADE N FLAN ER AREA• TWE OW VALVE 5 MIALL M IN TWE SAME LOCATION• PLASTHG FOLLOMM VALVE BOWS AW L•If7S OR MPROM EaW. MW !IE ABLE TO REPLACE VALVE WTHk7Ut CU M ARE VMMW AWEPTARE. ANY DL:IMTION FOR TIE ACGF.P W WM FAUSAM LM OR MOAW WX MVLVS BEIM MAST BL: APPROVED BY THE REGREATipW AW PAWSPROM & MME POSS" LOCATE VALVES IN M PLAM AREAS $DOW.E VALYM NO$ PRo SERIES WNW N. ALL. IMM" RMA"106 OWL BE IN AGGCRDANCE MH 40MMAIM VALVE eou WM EMT VOW WV01k Off STAT 2NM THE LAINT AFFFO D LDI't'1ON OF INE WPM a!l K c4um ER: NDS rw smm w "000 R BtIBlWS CODE, NdWAG'ROM R6CGEH:NiA?sft SECTION craN"ATEc VALVE eau HM 9MT porgy WYM 20 OF TIE S AVNV 9'6 MA1r0MNE AM AS DOE= IV 1HE CONTROLLER CHARTS: R6GREAM AND' PAM L701EG" M WRW:1! LL DaX: NDS rw satm W").'Ea• 4"50 ._... REGTANk7 LM VALVE WX Hm smlr vom covm 10. ALL, M MALS UNP SIL+ BE NEN AMD MEE PWWOM D8'EGM 4. INSTALLATION OF LOM WWA70 CGNrR01r HN FHSOM IL ANY Ata ALL (MM SHALL BE APPROVED BY INE IWIZAIN 106ATION CONTROL a= TO RHSi01'L CORiROL VALVE 5 AND FAM OMBU GR PRIOR To rWfATION• FWW FOR EACH MMW4V MPLE OF VALVESI. EXTRA r.- //1�//; / NNE SWL BE A DST' COLOR IW TWE ONE WED To 11 SM MPHEiVPD LMWAFEMW46AIM FLAW AND L SSM OPERATE VALVES, (ONE COLOR FOR ALL VALVE WAS s ONE COLOR FOR MM MODEL. NJM ft S= aMlW, MWAG=* FOR ALL OM MENAta PL9NW�GIarMWCfE MINIMUM OF 10 MIL THICKNESS EACH. CITY OF BAKERSFIELD REVISIONS J 21. CONTRACTOR SHALL ENGRAVE THE LETTERS "IR" ON THE FACE OF THE CURB DETAILS FOR REMOTE CONTROL VALVES WHERE SLEEVE CROSSINGS ARE LOCATED. Uff 6_ OF ..,,,,L:%. APPROVED PLAN NO. D `M L-6 dM to 1.1 GmIT r• t ��. �.�.'..''Y ! �' � ; �'`.''�" ••_ NOTES: L *N MMM MWROADMiW►Y5 OR ANY orH R Wo SRPACL ALL REOWAL, MW AID WIR LH5 SIALL BE N IALLED 2Y (0; HW DM N A SOMILE pro NVG SLEEVE• SLEEVE SHALL BE 2 TM DOMEt'ER OF COUX / FMO ALL E16Gi WAL CGNl X S TOLL HAVE N r MIL DIA, FOR 110 VMT! AND 2'HK W& FOR LAIN VMTAGE• 2. SWIM SWWr MEW 10 (OAV BEYOID HAMAFE ON ALL M S.1hIPROV®+W19tr8 tWlm THE DEw.Alm sl pm mm - r -my MAY REM AN OP81510M MM. C 0K WITH CrrY DiSHilSW DIRARTM W FOR FlEaM @BM 4 MME OM STRM CM ARE F=W To NSTALL YAWS WNS ATIQN LINES A)VOR WA ALL SIRMT PATOW M MIN TIE &W 061MO NAY SNI BE N AV.4FONZE M Mf Gtt STAMW ST42 OR AS 01MM BY THE C41Y 110M S ANY AND ALL O WMES WU BE APPROVED BY THE WMATION AND PARKS VMTOR PRIOR To 04%JE WATIOK 6. ALL. LS WIMAL NSTAMA'IION SWILL BE N ACGGRDNWGW: MR am STAi17J=66 wmrAGvmmlmc*t4 fAmwr :SECTION 20 OP Til: STANDARD S°6CPIGAIM AND AS DOMW BY M MREA" AID PARKS VMWM Y ALL MMAL, WED SiKL BE NS4 AV FfU PROM WINWIM a ALL ELfORM OWALLArM MW PARKS OR PAMMYS OU BE NWPEc1ED BY FL" NOHiKS N. NO OW CO OM OR PM MAY BE ALLOWED MW ELBOWAL, OR CONIROIr L•5E TR@16H. C-1 T_ OF BAKERSFIELD DETAILS FOR ELECTRICAL CONDUIT TRENCHING, SLEEVING, AND BACKFILL, SHE• ,,,..3.... OF ,.,.•L'L APPROVED DAYS - - - a Nil nw E•i I... .r .� I t i REVISIONS STANDARD PLAN NO. L-3 120 -VOLT 5ER1 a I IN COW!WT:\_pvc, ww %up ML - lmwV1 1 15M AS WEONf W. mom (STRONG Box BY YIT M=75) 0R APPRcrvw mIiAi. I1MI&A►TION WN'i'ROUXR MCLGNa1LHIM NOTMt i. USE 0o PVO cONI�uT NIiN AN t IGLo5ED 5. ALL IRRI6JIr" NSTALLAn* SHALL BE 01 "MACE WN .1 amIHarGT os' amw TWNGK,CWA IrcoNCftTE SLAB AS CITY STANDNMTHE LATIN UXM OP TWE MrOW PwrM loom TO Mae ft "MAL, mum LI5tl8A" COMM NV MM#JFAGtlAM RSC~GAIX MM.20 M CLACK CGMPAGT o5' dw#4 BASE TO NOS 113ATNE �� SPlX�ICATION'�, AND AS ORLLGIED BY TWE Do&" PRIOR W PLA em GF CONGO= SLAB: RECRFATHON AND PLANKS VmTm 5 ALL INION COMM 8 SHALL. BE TGP Mm, 6. ALL MATLJBAL'S SWL BE rEMW AW � r�oM DIIrBGTS; OF A YAW & AID Wl'ATMR RLEIWMr NAVJtF. MANIPAGWIP "I SEE APPIV" LANDSCAPE f N RMM FLANS LitT MY OF 904 MW SrAKESSSTE L Ara LI�eIDa FORS M008+NI6lB GNSN'WiPAC►IILt� ANb PE'WE� 4 PTCI W COMM BASE - 6' MLR. THIUQM l:Kl15D COMM iV BEYOW WTSLDE DR�E1EiioN9 OF I~tIGLo51XWE WITHI L SLA7FE 8 ANY AW ALL C ANGES MH THIS S AVMtD SWL BE FOR DRAMSE. APPROM BY THE MCMI ON AND PARKS VNW= FM TO ANY TYPE OF GOtLSTHiUGTM CITY OF BAKERSFIELD .._REVISIONS DETAILS FOR TOP MOUNT, STAINLESS STEEL CONTROLLER ENCLOSURE SM _L OF ....14. APPROVED DATE STANDARD PLAN NO. L-'1 WATER PRaTtaGM LNT i�. Mei.• ' THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE 'FIELD RECORD' SET SERVICES PRIOR TO TRENCHING. OF BLUE LINE PRINTS WHICH SHALL BE CORRECTED DAILY INDICATING EVERY CHANGE FROM Ao Alt 2. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR MAXIMUM COVERAGE KINDS OF EQUIPMENT. THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS WITH MINIMUM OVERSPRAY. ADJUST ALL IRRIGATION HEADS TO ELIMINATE • • OVERSPRAY ON ADJACENT HARD SURFACE ALAS. PROVIDE ADJUSTABLE ARC RoADWII+4Y ! ORDSCAFE kl'SLGi Q w -op -my MYIs >b (0AW SIM AVAILABLE AT ALL TIMES FOR INSPECTION AND SHALL BE KEPT IN A LOCATION DESIGNATED or -op -MY L.UE GONOfA I' / FPN6 3. .PLAN FOR IRRIGATION SYSTEM CONSTRUCTION. LOCATION AND CHANGES OF THE FOLLOWING ITEMS INCLUDING BUT NOT LIMITED TO: GmIT r• t ��. �.�.'..''Y ! �' � ; �'`.''�" ••_ NOTES: L *N MMM MWROADMiW►Y5 OR ANY orH R Wo SRPACL ALL REOWAL, MW AID WIR LH5 SIALL BE N IALLED 2Y (0; HW DM N A SOMILE pro NVG SLEEVE• SLEEVE SHALL BE 2 TM DOMEt'ER OF COUX / FMO ALL E16Gi WAL CGNl X S TOLL HAVE N r MIL DIA, FOR 110 VMT! AND 2'HK W& FOR LAIN VMTAGE• 2. SWIM SWWr MEW 10 (OAV BEYOID HAMAFE ON ALL M S.1hIPROV®+W19tr8 tWlm THE DEw.Alm sl pm mm - r -my MAY REM AN OP81510M MM. C 0K WITH CrrY DiSHilSW DIRARTM W FOR FlEaM @BM 4 MME OM STRM CM ARE F=W To NSTALL YAWS WNS ATIQN LINES A)VOR WA ALL SIRMT PATOW M MIN TIE &W 061MO NAY SNI BE N AV.4FONZE M Mf Gtt STAMW ST42 OR AS 01MM BY THE C41Y 110M S ANY AND ALL O WMES WU BE APPROVED BY THE WMATION AND PARKS VMTOR PRIOR To 04%JE WATIOK 6. ALL. LS WIMAL NSTAMA'IION SWILL BE N ACGGRDNWGW: MR am STAi17J=66 wmrAGvmmlmc*t4 fAmwr :SECTION 20 OP Til: STANDARD S°6CPIGAIM AND AS DOMW BY M MREA" AID PARKS VMWM Y ALL MMAL, WED SiKL BE NS4 AV FfU PROM WINWIM a ALL ELfORM OWALLArM MW PARKS OR PAMMYS OU BE NWPEc1ED BY FL" NOHiKS N. NO OW CO OM OR PM MAY BE ALLOWED MW ELBOWAL, OR CONIROIr L•5E TR@16H. C-1 T_ OF BAKERSFIELD DETAILS FOR ELECTRICAL CONDUIT TRENCHING, SLEEVING, AND BACKFILL, SHE• ,,,..3.... OF ,.,.•L'L APPROVED DAYS - - - a Nil nw E•i I... .r .� I t i REVISIONS STANDARD PLAN NO. L-3 120 -VOLT 5ER1 a I IN COW!WT:\_pvc, ww %up ML - lmwV1 1 15M AS WEONf W. mom (STRONG Box BY YIT M=75) 0R APPRcrvw mIiAi. I1MI&A►TION WN'i'ROUXR MCLGNa1LHIM NOTMt i. USE 0o PVO cONI�uT NIiN AN t IGLo5ED 5. ALL IRRI6JIr" NSTALLAn* SHALL BE 01 "MACE WN .1 amIHarGT os' amw TWNGK,CWA IrcoNCftTE SLAB AS CITY STANDNMTHE LATIN UXM OP TWE MrOW PwrM loom TO Mae ft "MAL, mum LI5tl8A" COMM NV MM#JFAGtlAM RSC~GAIX MM.20 M CLACK CGMPAGT o5' dw#4 BASE TO NOS 113ATNE �� SPlX�ICATION'�, AND AS ORLLGIED BY TWE Do&" PRIOR W PLA em GF CONGO= SLAB: RECRFATHON AND PLANKS VmTm 5 ALL INION COMM 8 SHALL. BE TGP Mm, 6. ALL MATLJBAL'S SWL BE rEMW AW � r�oM DIIrBGTS; OF A YAW & AID Wl'ATMR RLEIWMr NAVJtF. MANIPAGWIP "I SEE APPIV" LANDSCAPE f N RMM FLANS LitT MY OF 904 MW SrAKESSSTE L Ara LI�eIDa FORS M008+NI6lB GNSN'WiPAC►IILt� ANb PE'WE� 4 PTCI W COMM BASE - 6' MLR. THIUQM l:Kl15D COMM iV BEYOW WTSLDE DR�E1EiioN9 OF I~tIGLo51XWE WITHI L SLA7FE 8 ANY AW ALL C ANGES MH THIS S AVMtD SWL BE FOR DRAMSE. APPROM BY THE MCMI ON AND PARKS VNW= FM TO ANY TYPE OF GOtLSTHiUGTM CITY OF BAKERSFIELD .._REVISIONS DETAILS FOR TOP MOUNT, STAINLESS STEEL CONTROLLER ENCLOSURE SM _L OF ....14. APPROVED DATE STANDARD PLAN NO. L-'1 WATER PRaTtaGM LNT i�. Mei.• ' SW 4 OF .-14_ APPROVED PLAN NO. DAAU L-4 I J / w J" + r I ► e r I NICE jl�ul N *Z71 ya CITY 10'r J �� Ar -♦- ,r / r /i ! r r yr '•.r r- r ': r, _ s r ♦ -. r . � i �� ill i `. a•. r .•- �.• /'�L _ i BAKERSFIELD LANDSCAPE If IRRIGATION DETAILS FOR VARIOUS IRRIGATIONHEADS SHT -__L_ OF -IL APPROVED « •►sii i� PLAN NO. L-8 GENERAL RECORD DRAWING NOTE: 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE 'FIELD RECORD' SET SERVICES PRIOR TO TRENCHING. OF BLUE LINE PRINTS WHICH SHALL BE CORRECTED DAILY INDICATING EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECIFICATIONS, INCLUDING EXACT LOCATIONS, SIZES, AND 2. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR MAXIMUM COVERAGE KINDS OF EQUIPMENT. THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS WITH MINIMUM OVERSPRAY. ADJUST ALL IRRIGATION HEADS TO ELIMINATE AND SHALL BE THE BASIS FOR MEASUREMENT. THIS SET OF DRAWINGS SHALL BE KEPT ON OVERSPRAY ON ADJACENT HARD SURFACE ALAS. PROVIDE ADJUSTABLE ARC THE SITE AND SHALL BE USED ONLY AS A FlELO RECORD SET. 2. THE CONTRACTOR SHALL MAKE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE VALVES WHERE NEEDED TO PREVENT LOW HEAD DRAINAGE. WORK PROCEEDS, SHOWING THE WORK AS ACTUALLY INSTALLED. THESE DRAWINGS SHALL BE Nl AVAILABLE AT ALL TIMES FOR INSPECTION AND SHALL BE KEPT IN A LOCATION DESIGNATED CONTROL STANDARDS AND CONNECTION CONTROL STANDARDS, AND SHALL BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE THE FOR IRRIGATION SYSTEM CONSTRUCTION. LOCATION AND CHANGES OF THE FOLLOWING ITEMS INCLUDING BUT NOT LIMITED TO: a. CONNEC11ONS TO EXISTING WATER LINES b. CONNECTIONS TO EXISTING ELECTRICAL POWER C. GATE VALVES d. ROUTING OF PRESSURE MAIN LINE PIPE e. SPRINKLER CONTROL VALVES - ROUTING OF CONTROL AND COMMON WIRE r •.: ♦ � r r QUICK COUPLING VALVES h. IRRIGATION SLEEVE LOCATIONS 1. PLANT MATERIAL SUBSTITUTION OR LAYOUT CHANGES 4. ww REPRESENTATIVE PRIOR TO PLACING THE COMPONENT. CORRECTED 'FIELD RECORD' SET TO THE LANDSCAPE ARCHITECT WHO WILL USE THE O INFORMATION TO CREATE A CLEAN SET OF 'RECORD DRAWINGS'. ALL WORK SHALL BE 6. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE AND IS SUBJECT TO VERIFICATION. DELIVERY OF THE 'FIELD RECORD' SET WILL NOT RELIEVE POSSIBLE. THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING REQUIRED INFORMATION THAT MAY BE OMITTED FROM THE PRINTS COMPILED AT THE SITE. THE LANDSCAPE ARCHITECT WILL USE i THE INFORMATION TO PRODUCE: a. A (LEAN SET OF RECORD DRAWINGS WHICH WILL BE SUBMITTED TO THE CITY OF SLEEVES AT TWICE THE DIAMETER OF THE IRNGA11ON LINE UNLESS OTHERWISE BAKERSFIELD AS THE OFFICIAL 'RECORD DRAWINGS' FOR THE PROJECT. b. THE CONTRACTOR SHALL STAMP AND SIGN EACH SHEET TO INDICATE 'RECORD 2" MIN. DIA FOR LOW VOLTAGE. DRAWINGS' AS PROVIDED BY CONTRACTOR'S REPRESENTATIVE. C. CONTROLLER CHARTS SHALL BE PRODUCED FROM THE FINAL APPROVED 'RECORD 8. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. DRAWINGS. 5. CONTROLLER CHARTS: ♦ I . PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED AND ONE ELECTRONIC ._... , b. THE CHART SHALL SHOW THE AREA CONTROLLED BY EACH AUTOMATIC CONTROLLER AND BUILDINGS OR LANDSCAPE FEATURES. AT MULTIPLE VALVE BOX GROUPS, EACH SHALL BE REDUCED IN SIZE TO AND 11"X17" OF THE APPROVED 'RECORD DRAWINGS'. C. THE CHART SHALL BE A BLUEUNE OZALID PRINT AND A DIFFERENT COLOR SHALL BE USED r.- //1�//; / .• v .- .- . . .- .- . .- /��/I�.l��.r.� �//'//%. .• •_ sir ` (L LAMINATING PROCESS AND VIRAL BOUND. THE PLASTIC LAMINATING SHEETS SHALL BE A MINIMUM OF 10 MIL THICKNESS EACH. VALVE THE SAME SIZE AS VALVE ® EACH VALVE LOCATION. J 21. CONTRACTOR SHALL ENGRAVE THE LETTERS "IR" ON THE FACE OF THE CURB WHERE SLEEVE CROSSINGS ARE LOCATED. m r .r I / -•I Iw r d - I r Cl TJL YL OF BAKERSFIELD U d FOR POTABLE WATERDETAILS PROTECTION o:: SW 4 OF .-14_ APPROVED PLAN NO. DAAU L-4 I J / w J" + r I ► e r I NICE jl�ul N *Z71 ya CITY 10'r J �� Ar -♦- ,r / r /i ! r r yr '•.r r- r ': r, _ s r ♦ -. r . � i �� ill i `. a•. r .•- �.• /'�L _ i BAKERSFIELD LANDSCAPE If IRRIGATION DETAILS FOR VARIOUS IRRIGATIONHEADS SHT -__L_ OF -IL APPROVED « •►sii i� PLAN NO. L-8 GENERAL RECORD DRAWING NOTE: 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE 'FIELD RECORD' SET SERVICES PRIOR TO TRENCHING. OF BLUE LINE PRINTS WHICH SHALL BE CORRECTED DAILY INDICATING EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECIFICATIONS, INCLUDING EXACT LOCATIONS, SIZES, AND 2. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR MAXIMUM COVERAGE KINDS OF EQUIPMENT. THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS WITH MINIMUM OVERSPRAY. ADJUST ALL IRRIGATION HEADS TO ELIMINATE AND SHALL BE THE BASIS FOR MEASUREMENT. THIS SET OF DRAWINGS SHALL BE KEPT ON OVERSPRAY ON ADJACENT HARD SURFACE ALAS. PROVIDE ADJUSTABLE ARC THE SITE AND SHALL BE USED ONLY AS A FlELO RECORD SET. 2. THE CONTRACTOR SHALL MAKE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE VALVES WHERE NEEDED TO PREVENT LOW HEAD DRAINAGE. WORK PROCEEDS, SHOWING THE WORK AS ACTUALLY INSTALLED. THESE DRAWINGS SHALL BE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CROSS CONNEC11ON AVAILABLE AT ALL TIMES FOR INSPECTION AND SHALL BE KEPT IN A LOCATION DESIGNATED CONTROL STANDARDS AND CONNECTION CONTROL STANDARDS, AND SHALL BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE THE FOR IRRIGATION SYSTEM CONSTRUCTION. LOCATION AND CHANGES OF THE FOLLOWING ITEMS INCLUDING BUT NOT LIMITED TO: a. CONNEC11ONS TO EXISTING WATER LINES b. CONNECTIONS TO EXISTING ELECTRICAL POWER C. GATE VALVES d. ROUTING OF PRESSURE MAIN LINE PIPE e. SPRINKLER CONTROL VALVES f. ROUTING OF CONTROL AND COMMON WIRE g. QUICK COUPLING VALVES h. IRRIGATION SLEEVE LOCATIONS 1. PLANT MATERIAL SUBSTITUTION OR LAYOUT CHANGES 4. BEFORE THE DATE OF THE FINAL INSPECTION, THE CONTRACTOR SHALL DELIVER THE REPRESENTATIVE PRIOR TO PLACING THE COMPONENT. CORRECTED 'FIELD RECORD' SET TO THE LANDSCAPE ARCHITECT WHO WILL USE THE O INFORMATION TO CREATE A CLEAN SET OF 'RECORD DRAWINGS'. ALL WORK SHALL BE 6. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE AND IS SUBJECT TO VERIFICATION. DELIVERY OF THE 'FIELD RECORD' SET WILL NOT RELIEVE POSSIBLE. THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING REQUIRED INFORMATION THAT MAY BE OMITTED FROM THE PRINTS COMPILED AT THE SITE. THE LANDSCAPE ARCHITECT WILL USE 7. ALL ACCUMULATIVE LATERAL AND MAINLINE IRRIGATION LINES RUNNING UNDER THE INFORMATION TO PRODUCE: a. A (LEAN SET OF RECORD DRAWINGS WHICH WILL BE SUBMITTED TO THE CITY OF SLEEVES AT TWICE THE DIAMETER OF THE IRNGA11ON LINE UNLESS OTHERWISE BAKERSFIELD AS THE OFFICIAL 'RECORD DRAWINGS' FOR THE PROJECT. b. THE CONTRACTOR SHALL STAMP AND SIGN EACH SHEET TO INDICATE 'RECORD 2" MIN. DIA FOR LOW VOLTAGE. DRAWINGS' AS PROVIDED BY CONTRACTOR'S REPRESENTATIVE. C. CONTROLLER CHARTS SHALL BE PRODUCED FROM THE FINAL APPROVED 'RECORD 8. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. DRAWINGS. 5. CONTROLLER CHARTS: a. PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED AND ONE ELECTRONIC U COPY. b. THE CHART SHALL SHOW THE AREA CONTROLLED BY EACH AUTOMATIC CONTROLLER AND BUILDINGS OR LANDSCAPE FEATURES. AT MULTIPLE VALVE BOX GROUPS, EACH SHALL BE REDUCED IN SIZE TO AND 11"X17" OF THE APPROVED 'RECORD DRAWINGS'. C. THE CHART SHALL BE A BLUEUNE OZALID PRINT AND A DIFFERENT COLOR SHALL BE USED EACH BOX SHALL BE 6" APART. SHORT SIDE OF THE VALVE BOX SHALL BE TO INDICATE THE AREA OF COVERAGE FOR EACH CONTROL VALVE STATION. d. WHEN COMPLETED AND APPROVED, THE CHARTS SHALL BE SEALED BY A PLASTIC (L LAMINATING PROCESS AND VIRAL BOUND. THE PLASTIC LAMINATING SHEETS SHALL BE A MINIMUM OF 10 MIL THICKNESS EACH. "-IRRIGAIION NOTE 3: 1. CONTRACTOR SHALL CHECK & VERIFY ALL SITE CONDITIONS, UTILITIES & 10. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE SERVICES PRIOR TO TRENCHING. DRAWING WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT 2. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR MAXIMUM COVERAGE HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR WITH MINIMUM OVERSPRAY. ADJUST ALL IRRIGATION HEADS TO ELIMINATE DIFFERENCES SHOULD BE BROUGHT UP THE ATTENTION OF THE CITY OF OVERSPRAY ON ADJACENT HARD SURFACE ALAS. PROVIDE ADJUSTABLE ARC BAKERSFIELD RECREATION AND PARKS DEPARTMENT. IN THE EVEN THIS NOZZLE FOR IRRIGATION HEADS WHERE OVERSPRAY IS EXCESSIVE. PROVIDE CHECK NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL VALVES WHERE NEEDED TO PREVENT LOW HEAD DRAINAGE. RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CROSS CONNEC11ON 11. THE CONTRACTOR SHALL PROVIDE AND KEEP AN UP-TO-DATE 'RECORD CONTROL STANDARDS AND CONNECTION CONTROL STANDARDS, AND SHALL DRAWING' SHOWING ALL CHANGES TO THE ORIGINAL DRAWINGS AND EXACT PERFORM WORK IN SUCH A MANNER AS TO MEET CURRENT INDUSTRY STANDARDS LOCATIONS OF FACILITIES INSTALLED BEFORE FINAL INSPECTION. THE CONTRACTOR FOR IRRIGATION SYSTEM CONSTRUCTION. SHALL FURNISH 'RECORD DRAWINGS' TO THE PROJECT INSPECTOR AND CITY ENGINEER. 4. INSTALL RAIBIRD SEAL-A-MATIC HEADS AT ALL LOW SPOTS ADJACENT TO PAVEMENTS WHERE LOW HEAD DRAINAGE WILL CAUSE WATER WEEPING ONTO 12. THE SYSTEM IS DESIGNED FOR THE PERFORMANCE LISTED ON THE IRRIGATION PAVEMENTS. SCHEDULE. CONTRACTOR WILL VERIFY ON-SITE WATER PRESSURE AND WILL O ADJUST SYSTEM DESIGN IF APPROPRIATE. 5. ALL LOCATIONS OF IRRIGATION COMPONENTS ARE APPROXIMATE AND DIAGRAMMATIC AS SHOWN. CONTRACTOR IS RESPONSIBLE FOR THE ACTUAL 13. ALL CONTROL WIRE NOT INSTALLED ALONG MAIN LINE WILL BE INSTALLED IN PLACEMENT OF EACH COMPONENT AND FOR OBTAINING APPROPRIATE IRRIGATION SCH. 40 PVC CONDUIT. ALL CONTROL WIRE TO BE INSTALLED AS 14 GAUGE WATER COVERAGE. IF CONFLICTS EXIST CONTRACTOR SHALL NOTIFY THE CITY OF UNLESS OTHERWISE NOTED. BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S W C) REPRESENTATIVE PRIOR TO PLACING THE COMPONENT. 14 INSTALL ALL VALVES AND Q.C.V. HIDDEN AND IN SHRUB BEDS WHERE O POSSIBLE. VALVE BOXES SHOULD BE PERPENDICULAR TO THE SIDEWALK, CURB OR 6. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN WALL. CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE 0 POSSIBLE. 15. CONTRACTOR WILL SUPPLY LAMINATED TWO (2) 11 x17 INCH AND ONE (1) REPRODUCIBLE AS -BUILT DRAWINGS TO THE CITY OF BAKERSFIELD RECREATION 7. ALL ACCUMULATIVE LATERAL AND MAINLINE IRRIGATION LINES RUNNING UNDER AND PARKS DEPARTMENT. ANY WALK OR PAVEMENT TO BE INSTALLED 2.5 FEET DEEP, IN SCH. 40 PVC (D SLEEVES AT TWICE THE DIAMETER OF THE IRNGA11ON LINE UNLESS OTHERWISE 16. USE ONLY 711 PVC CEMENT AND PRIMER. NOTED. ALL ELECTRICAL CONDUITS SHALL HAVE 1" MIN. DIA FOR 110 VOLTS AND _ 2" MIN. DIA FOR LOW VOLTAGE. 17. LABEL ALL VALVES WITH METAL TAG INDICATING CIRCUIT NUMBER AND LLJ CONTROLLER IDENTIFICATION. 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 18. QUANTITIES FOR IRRIGATION EQUIPMENT AND COMPONENTS APPEAR IN THE WATERPROOF MARKERS AT ALL SPLICES, VALVE MANIFOLDS AND CONTROLLER. LEGEND FOR CITY OF BAKERSFIELD USE. BIDDING CONTRACTOR SHALL NOTE THAT U PLAN SHALL PREVAIL WHEN VERIFYING QUANTITIES OF IRRIGATION EQUIPMENT AND 9. INSTALL VALVE BOXES 12" FROM AND PERPENDICULAR TO WALKS, CURB, LAWN, COMPONENTS. BUILDINGS OR LANDSCAPE FEATURES. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND 19. CONTRACTOR SHALL PROVIDE & INSTALL (2) HOT WIRES TO EACH VALVE. EACH BOX SHALL BE 6" APART. SHORT SIDE OF THE VALVE BOX SHALL BE CONNECT ONE & THE SECOND WILL BE A SPARE (RED), BLUE TO BE USED FOR PARALLEL TO WALK, CURB, LAWN ETC. INSTALL ONE VALVE PER BOX ONLY. MASTER VALVE. VERIFY WITH CITY OF BAKERSFIELD RECREATION AND PARKS (L DEPARTMENT. 20. CONTRACTOR SHALL PROVIDE & INSTALL A SCH. 80 PVC UNION & BALL VALVE THE SAME SIZE AS VALVE ® EACH VALVE LOCATION. J 21. CONTRACTOR SHALL ENGRAVE THE LETTERS "IR" ON THE FACE OF THE CURB WHERE SLEEVE CROSSINGS ARE LOCATED. REFER TO SHEET L-1 FOR GENERAL NOTES REFER TO SHEET L-7 FOR SPECIFICATIONS 1.5-6758 Ph 4 u F t O M I- Q V O Z a0 U O d - z LL- i Q � W U M m N JX W Q m uN Z w W Z_ 3 z W CD z r J.� W Y ..c Z J a. co z W i_ O ~ Q z J O o� d' Z W C) UJ COO O Z 'Q ol 0 a Z C6 co (D S ``' r- W _ co LLJ OC= W w:2 J t� U C4,4 J m 9 (L a 4 r J Q m d U d o:: n - W Q CLck� �o z �- 0 >� LL, t 0 N M d- 0) Z J a. co z W i_ O ~ Q J O = d' Z W C) UJ COO O Z 'Q W Q. 0 a Z C6 co (D Z to t*,. �. r- W _ co LLJ OC= W J t� U C4,4 J m 9 (L a 4 r Q TV "IRR, 9 ja �1 FINISH GRADE/TOP OF MULCH �2 QUICK -COUPLING VALVE: RAIN BIRD MODEL 44LRC �3 VALVE BOX WITH COVER: RAIN BIRD VB-6RND �4 3 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) V BRICK (1 OF 2) �7 PVC SCH 40 STREET ELL O PVC SCH 40 TEE OR ELL O PVC MAINLINE PIPE 10 PVC SCH 40 ELL 11 2" x 2" REDWOOD STAKE WITH STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM NOTE: FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. QUICK COUPLING VALVE - MODEL 44 LRC PER RAIN BIRD SPECIFICATIONS N.T.S FRIMINARAMW"RO., �1 IRRIGATION CONTROLLER: RAIN BIRD ESP-LXME CONTROLLER IN PLASTIC CABINET. INSTALL CONTROLLER AND CABINET INTO V.I.T. SB22SS STAINLESS STEEL ENCLOSURE PER MANUFACTURER'S RECOMMENDATIONS. @2 JUNCTION BOX �3 1 -INCH CONDUIT AND FITTINGS TO POWER SUPPLY 4 POWER SUPPLY WIRE �5 2 -INCH CONDUIT AND FITTINGS FOR STATION WIRES WIRES TO REMOTE CONTROL VALVES NOTES: 1. ESP-LXME CONTROLLER IS AVAILABLE IN 8- OR 12 -STATION BASE MODELS. ADDITIONAL MODULES IN 4-, 8- AND 12 -STATION VERSIONS MAY BE ADDED TO BRING THE CONTROLLER UP TO 48 STATIONS MAXIMUM. 2. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. 3. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. 4. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. ESP- LXME CONTROLLER IN PLASTIC CABINET PER RAIN BIRD SPECIFICATIONS N.T.S 825Y REDUCED PRESSURE ASSEMBLY - OUTSIDE INSTALLATION N.T.S FINISH GRADE/TOP OF MULCH VALVE BOX AND COVER (MODEL RAINBIRD VB-10RND) 6"0 PVC PIPE (LENGTH VARIES) 3" MIN. DEPTH OF WASHED GRAVEL BRICK (1 OF 4) FILTER FABRIC V. RESILIENT WEDGE GATE VALVE W/ NOTES: THREADED ENDS & 2" OPERATING NUT 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE, THE PVC SCH. 40 ADAPTER MAINLINE OPERATOR IS A WRENCH NUT. PVC PIPE (TYP). 2, INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. H ISOLATION GATE VALVE DETAIL L-6 N.T.S O FINISH GRADE/TOP OF MULCH 1OX PIPE 5X PIPE 2 ROOT WATERING SYSTEM: RAIN BIRD RWS DIAMETER DIAMETERUPSTREAM DOWNSTREAM �3 SWING ASSEMBLY (INCLUDED) O 1/2" (1,3 CM) MALE NPT INLET (INCLUDED) 1 2 BACKFLOW MV F U5 PVC SCH 40 TEE OR EL 6� PVC OR POLYETHYLENE LATERAL PIPE _._ 7 OPTIONAL SOCK RWS-SOCK FOR SANDY SOILS ( ) M V MASTER VALVE EXAMPLE: » 2SENSOR, U WOULD BE 2 IF IT IS FLOW 8� 4" (10,2 CM) WIDE X 36" (91,4 CM) LONG RIGID X 10 = 20" UPSTREAM MINIMUM; DOWNSTREAM WOULD BE 2" X 5 10" OF 3 BASKET WEAVE CANISTER (INCLUDED) = F FLOW SENSOR STRAIGHT PIPE MINIMUM 's ri 4 O PLANT ROOT BALL NOTES: 1. POSITION 2-3 UNITS (OR MORE) EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE NEAR ROOT BALL. FOR EXISTING TREES PLACE HALF THE DISTANCE BETWEEN CANOPY EDGE AND TREE TRUNK. 2. INSTALL PRODUCT WITH TOP EVEN WITH GROUND SURFACE. 3. RWS SERIES AVAILABLE IN THE FOLLOWING MODELS: RWS-B-C-1401: 0.25 GPM (0,95 L/M), CHECK VALVE RWS-B-1401: 0.25 GPM (0,95 L/M) RWS-B-X-1401: 0.25 GPM (0,95 L/M), 18" (45,7 CM) SWING ASSEMBLY RWS-B-C-1402: 0.5 GPM (1.9 L/M), CHECK VALVE RWS-B-1402: 0.5 GPM (1,9 L/M) RWS-B-C-1404: 1.0 GPM (3,8 L/M), CHECK VALVE 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADO 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTERWATER INFILTRATION AND ROOT PENETRATION. 5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. 6. OPTIONAL RWS-SOCK FOR USE IN SANDY SOILS. A PE -R RAIN B SPECIFICATIONS N.T.S v FLOW SENSOR AND MAIR VALVE (NORMALLY CLAD) L L -f N.T.S O1 30 -INCH LINEAR LENGTH OF WIRE, COILED U2 WATERPROOF CONNECTION RAIN BIRD SPLICE -1 (1 OF 2) �3 ID TAG: RAIN BIRD VID SERIES �4 REMOTE CONTROL VALVE: RAIN BIRD PESB-PRS-D WITH NP-HAN �5 VALVE BOX WITH COVER: RAIN BIRD VB -STD 6� FINISH GRADE/TOP OF MULCH (7 PVC SCH 80 NIPPLE (CLOSE) 8 PVC SCH 40 ELL 9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ELECTRIC REMOTE -CONTROL VALVE PEB SERIES PER RAMI BIRD SPECIFICATIONS N.T.S RQ/N i'� B/RD 0 AC 1 FLOW SENSOR + MASTER VALVE (NORMALLY CLOSED) PER RAMI BIRD SPECIFICATIONS N.T.S 1 RAIN BIRO PE/BPE SERIES MASTER VALVE O 36 -INCH LENGTH OF COILED WIRE TO SATELLITE CONTROLLER MASTER VALVE CIRCUIT 3 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL 4 BRICK (1 OF 4) O VALVE BOX WITH COVER - 12 -INCH SIZE @6 FINISH GRADE r1 RAIN BIRD FS SERIES FLOW SENSOR(S) ® 36 -INCH LENGTH OF COILED PE -CABLE TO FLOW SENSING EQUIPMENT AT CONTROLLER ASSEMBLY ag SEE FLOW SENSOR WIRING DETAIL FOR WIRING DIAGRAM 10 CONCENTRIC REDUCER 10 BRICK ( 1 OF 4) 11 PVC MAINLINE PIPE 12 SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE 1 fi 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL 1 RAIN BIRD PE/BPE SERIES MASTER VALVE 36 -INCH LENGTH OF COILED WIRE TO SATELLITE CONTROLLER MASTER VALVE CIRCUIT 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL 4 BRICK (1 OF 4) VALVE BOX WITH COVER - 12 -INCH SIZE FINISH GRADE 7 RAIN BIRD FS SERIES FLOW SENSOR(S) g 36 -INCH LENGTH OF COILED PE -CABLE TO FLOW SENSING EQUIPMENT AT CONTROLLER ASSEMBLY g SEE FLOW SENSOR WIRING DETAIL FOR WIRING DIAGRAM 10 CONCENTRIC REDUCER 0 Q MODEL PCB BUBBLER @FINISH GRADE @3 RAINBIRD SA SERIES SWING ASSEMBLY �4 LATERAL TEE OR ELL LATERAL PIPE v N.T.S INSTALL ONE PCB BUBBLER PER SHRUB, TYP. PER HUNTER SPECIFICATIONS N.T.S CENTERED MAINLINE 0 BACK-/ OF SIDEWALK BUBBLER. LATERAL UNE 12" BACK OF EACH SHRUB. Ij TYPICAL PLANTING S IRRIGATION LAYOUT N.T.S BLOCK WALL 1.5-6758 Ph 4 rn M �CD < O z 00 U O d - z Lf- 1 < J W U M _ °0 3 �. w W 1.0 Q � v N W Y m s1z (oto M 0 0 M N Y N b V � 4 > U cj P } � Y Z Q J a co = Z N 1– 0 U. J � � 0 � Q OF co Z W C) v 1 O 0 W a. - Z 00 0 � S `z to rZ.. F_ Lu — �C W Ir40 o J Q N 0. o m> 00 U � d uj C� (o z ' �- a Cna >cn W Ln � � 0 N M d' c Z Q J a co = Z W 1– 0 U. J � � 0 � Q co Z W C) v 1 O 0 W a. Z 00 0 � Z to rZ.. F_ Lu — �C W o J Q N 0. o 1. BIDDING: IT SHALL BE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT. 2. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO FURNISH, INSTALL AND COMPLETE ALL LANDSCAPING PER THE DRAWINGS AND SPECIFIED WITHIN. 3. PLAN VERIFICATION: THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY AND SHALL NOTIFY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT AND OWNER IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY. GOVERNING CODES SHALL THEN APPLY. 4. LICENSE_ THE CONTRACTOR SHALL BE A C-27 CALIFORNIA STATE LICENSED LANDSCAPE CONTRACTOR. 5. ORDINANCES AND REGULATIONS: ALL LANDSCAPE PLANTING WITHIN THESE DRAWINGS AND SPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL & STATE). 6. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. 7. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT AND OWNER SHALL BE NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF DISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE LANDSCAPE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 8. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET -BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 9. METHODS OF CONSTRUCTION: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT IS NOT RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. 10. SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. 11. UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. 12. INSURANCE: THE CONTRACTOR SHALL OBTAIN (ANO KEEP IN FORCE DURING THE PERIOD OF THE CONTRACT) PUBLIC LIABILITY, WORKMAN'S COMPENSATION AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY ALL APPLICABLE CODES AND REGULATIONS. 13. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES, EXISTING PLANTING, CONSTRUCTION, PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. 14. COORDINATION: CONTRACTOR SHALL COORDINATE ALL LANDSCAPE CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK. 15. PLANTING PLANS: THE PLANTING PLANS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS BETWEEN, EXISTING IRRIGATION, EXISTING PLANTING, ARCHITECTURAL FEATURES AND UTILITIES. 16. DIMENSIONS: ALL SCALE DIMENSIONS ARE APPROXIMATE WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 17. PLANTING NOTES: SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS. 18. MATERIALS: ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION OR THE BEST GRADE OF THEIR RESPECTIVE KINDS THERE INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 19. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT MAY BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE. 20. NOTICE OF COMPLETION: THE COMPLETION OF THE CONTRACT SHALL BE ACCEPTED, AND NOTICE OF COMPLETION RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 21. SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES. 22. MAINTENANCE INSTRUCTIONS: AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL INSTRUCT THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT ON HOW TO PROPERLY MAINTAIN AND CARE FOR LANDSCAPE PLANTINGS. 23. GUARANTEE: THE ENTIRE LANDSCAPE INCLUDING ALL WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, AND SHALL BE IN PERFECT WORKING ORDER FOR 365 DAYS FROM DATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER. TREES SHALL BE GUARANTEED FOR ONE (1) YEAR. ALL MATERIALS USED SHALL CARRY A MANUFACTURER'S GUARANTEE OF MINIMUM ONE (1) YEAR. ANY SETTLING OF TREE/SHRUB WELLS WHICH MAY OCCUR DURING THE 90 DAY PERIOD PRIOR TO FINAL ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER, INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND. 1. REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MIS-INTERPRETAION OF THE INTENT OF THE DESIGN. ANY UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS CAN BECOME COSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE, IN THE EVENT THAT PROFESSIONAL DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLO HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS. 2. FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT (48) HOURS IN ADVANCE. 3. CLOSING OF UNINSPECTED WORK: THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE CONSULTING ENGINEER OR AUTHORIZED REPRESENTATIVE AND /OR GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE AFTER IT HAS BEEN INSPECTED, TESTED AND APPROVED, THE CONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THE OWNER'S SATISFACTION. 1. JOB SITE MEETINGS AND REQUIRED INSPECTIONS: • PRE -JOB MEETING ONSITE - PRIOR TO COMMENCEMENT OF • WORK • DURING SOIL PREPARATION • AT COMPLETION OF SOIL PREPARATION • COMPLETION OF WEED CONTROL • PRIOR TO MOW CURB INSTALLATION • PLANT MATERIAL INSPECTION • GRADING CHECK PRIOR TO GROUND COVER • PROGRESS/INSTALLATION INSPECTION • COMPLETION OF PLANTING • 30, 60, & 90 -DAY MAINTENANCE INSPECTIONS • 1 YEAR MAINTENANCE TURNOVER INSPECTION C. MATERIAL NOTES: 1. GENERAL: THE FOLLOWING LIST COMPRISES THE PRINCIPLE MATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOW THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE USED AND IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. 2. • WORK SHALL CONSIST OF FURNISHING ALL MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETELY INSTALL ALL LANDSCAPE WORK AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED. 3. PLANT MATERIALS: ALL PLANTS SHALL BE HEALTHY, WELL ESTABLISHED NURSERY STOCK, FREE FROM INSECTS AND THEIR EGGS AND DISEASES. PLANTS SHALL BE FURNISHED IN THE QUANTITIES REQUIRED TO COMPLETE THE WORK AS INDICATED ON THE DRAWINGS AND SHALL BE OF THE SPECIES AND SIZES INDICATED ON THE PLANT LEGEND. ALL PLANTS SHALL BE INSPECTED AND APPROVED PRIOR TO PLANTING. 4. DEJECTION OF PLANT MATERIAL: THE OWNER OR THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT MAY REJECT ANY PLANT MATERIAL REGARDED AS UNSUITABLE AT ANY TIME AT NO ADDITIONAL COST TOT THE OWNER. 5. HANDLING /STORAGE: ALL PLANTS SHALL BE HANDLED AND STORED SO THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, SUN, WIND BURN, VANDALISM OR ANY OTHER INJURY. 6. TREE TAGGING: ALL SPECIMEN TREES CALLED OUT ON PLAN TO BE TAGGED SHALL BE SELECTED BY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 7. TREE STAKES AND GUYS: TREE STAKES SHALL BE LODGE POLE PINE OR CONSTRUCTION HEART REDWOOD. FURNISH AND INSTALL AS INDICATED ON DETAILS. 8. TREE TIES: SHALL BE FLEXIBLE NON -DETERIORATING SELF -FASTENING BLACK VINYL TREE TIES OF THE SIZES REQUIRED TO PROPERLY SUPPORT TREES, 'CINCH TIES' OR EQUAL. 9. COMMERCIAL FERTILIZER: SHALL BEAR THE MANUFACTURER'S GUARANTEED STATEMENT OF ANALYSIS AND SHALL BE CONTROLLED RELEASE TYPE FERTILIZER WITH THE FOLLOWING MINIMUM REQUIREMENTS: 16% NITROGEN - 7% PHOSPHORIC ACID - 12% POTASH (+IRON). 10. SOIL SULFUR: STANDARD COMMERCIAL BRAND, GUARANTEED ANALYSIS OF 99 SULFUR (EXPRESSED AS ELEMENTAL) SUPPLIED IN UNOPENED BAGS WITH ANALYSIS ATTACHED. 11. CERTIFICATES: CERTIFICATES FOR EACH DELIVERY OF BULK MATERIAL SHALL BE FURNISHED TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT BY THE CONTRACTOR. CERTIFICATES SHALL STATE THE SOURCE, QUANTITY AND TYPE OF MATERIAL AND DATE AND ADDRESS OF THE LOCATIONS IT WAS DELIVERED TO. D. LANDSCAPE GRADING NOTES: 1. SITE PREPARATION: THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS, DEBRIS, AND OTHER EXTRA MATERIAL FROM THE JOB SITE PRIOR TO PROCEEDING WITH ANY WORK. 2. SOIL PREPARATION: ALL SOIL PREPARATION SHALL BE INSTALLED PER THE SOIL REPORT TO BE PROVIDED AND PAID FOR BY THE CONTRACTOR. SOILS REPORT SHALL CONTAIN FULL SOIL AMENDMENT RECOMMENDATIONS. THE REPORT SHALL BE IMMEDIATELY FORWARDED TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT UPON COMPLETION. 3. SOIL AMENDMENTS: THE SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. THE CONTRACTOR SHALL PROVIDE SOILS REPORT FROM AN APPROVED SOILS LABORATORY AND/OR ANY ADDITIONAL SPECIFICATION PROVIDED BY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT PRIOR TO INSTALLATION OF PLANT MATERIALS. 4. PRIOR TO LANDSCAPE AND IRRIGATION CONSTRUCTION COMMENCEMENT, THE CONTRACTOR SHALL OBTAIN SOILS PREPARATION RECOMMENDATIONS FROM A LICENSED SOILS ENGINEER AND DELIVER IT TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT FOR APPROVAL. 5. CULTIVATION DEPTH: ALL LANDSCAPE AREAS SHALL BE CULTIVATED TO A DEPTH OF SIX INCHES. 6. AMENDMENT MIX: INCORPORATE THE FOLLOWING SOIL AMENDMENTS, OR PER SOILS REPORT, IN THE UPPER 6" OF ALL TILLING OR DISKING UNTIL ALL POCKETS AND LAYERS OF SOIL AND SOIL CONDITIONERS ARE ELIMINATED. REDWOOD SHAVINGS 6 YARDS PER 1000 SQ. FT. COMMERCIAL FERTILIZER 20 LBS. PER 1000 SQ. FT. GYPSUM 100 LBS. PER 1000 SQ. FT. 7. FINISH GRADE: FINISH GRADES SHALL BE THOSE INDICATED ON THE DRAWINGS OR AS MAY BE CONTROLLED BY EXISTING INSTALLATIONS. GRADES NOT OTHERWISE INDICATED SHALL BE UNIFORM, STRAIGHT LEVELS BETWEEN POINTS WHERE ELEVATIONS ARE DETERMINED. FINISH GRADES SHALL BE SMOOTH AND EVEN OF A UNIFORM PLANE WITH NO ABRUPT CHANGES IN THE SURFACE. MINOR MODELING OF THE GROUND SURFACE MAY BE REQUIRED. GRADES SHALL PROVIDE FOR THE NATURAL RUN-OFF OF WATER WITHOUT LOW SPOTS OR POCKETS. FLOW LINES SHALL BE SET BY INSTRUMENT AND SHALL BE MAXIMUM GRADIENT POSSIBLE. 8. DRAINAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE IN ALL PLANTING AREAS IN ACCORDANCE WITH THE PLANS, DETAILS AND SPECIFICATIONS. 9. FINISH GRADE AT SHRUB AREAS: FINISH GRADE OF ALL SHRUBBERY AND GROUNDCOVER AREAS SHALL BE TWO INCHES BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC., EXCEPT WHERE WATER FLOWS ACROSS SAME. E. TREE AND SHRUB PLANTING NOTES: 1. PLANT DEPTH: PLANT ALL PLANTS AT THEIR NATURAL GROWING DEPTH PER DETAILS, IN THE LOCATIONS SHOWN ON THE DRAWINGS. 2. EXCAVATED PITS: EXCAVATE PITS WITH SQUARE AND VERTICAL SIDES, 2 TIMES THE DIAMETER, AND 12" GREATER IN DEPTH THAN THE SIZE OF THE PLANT CONTAINER. 3. BACKFILL MIXTURE: BACKFILL TO BOTTOM OF ROOT BALL WITH PREPARED BACKFILL MIXTURE, TAP FIRMLY, SET PLANT IN CENTER OF PIT IN A VERTICAL POSITION, CROWN LEVEL WITH FINISH GRADE. BACKFILL BALANCE OF PIT WITH A MIXTURE PER SOILS REPORT. 4. TREE LOCATIONS: TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION LINES, CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NECESSARY. 5. WATER BASIN: CONSTRUCT A SIX INCH DEEP WATER BASIN, MULCH WITH A TWO INCH LAYER OF REDWOOD SHAVINGS, AND WATER THOROUGHLY, BACKFILLING WITH ADDITIONAL MIX WHERE VOIDS APPEAR. 6. TREE STAKES: ALL NURSERY STAKES SHALL BE REMOVED AND ALL TREES SHALL BE INSTALLED WITH LODGE POLE STAKES DRIVEN 3 FEET INTO THE GROUND. TREE STAKES SHALL NOT PIERCE THE ROOTBALL AND NOT INJURE TREE ROOTS. 7. TREE TIES: TREE TIES SHALL BE FASTENED TO THE TREE AND STAKE BY LOOPING THE TIES IN FIGURE 8'S WITH THE INSIDE OF THE TREE TRUNK. FASTEN TIE TO THE STAKE WITH ONE GALVANIZED ROOFING NAIL. 8. DEFECTS: ALL DEFECTS IN TREE AND SHRUB PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. F. GROUNDCOVER PLANTING NOTES: 1. GENERAL: ALL GROUNDCOVER AREAS NOTED ON PLANS SHALL BE PLANTED WITH ROOTED CUTTING FROM FLATS UNLESS OTHERWISE NOTED. PLANT CONTINUOUSLY UNDER TREES AND SHRUBS AT THE SPACING INDICATED ON PLANS. 2. SPACING: INSTALL PLANTS IN AREAS AND TO SPACING AS SHOWN ON THE DRAWINGS IN EVENLY TRIANGULARLY SPACED ROWS. 3. EXCAVATE PITS: EXCAVATE PITS A MINIMUM 3"X4" WITH SUFFICIENT DEPTH TO ALLOW ROOT SYSTEM TO HANG FREE IN PIT. PLACE EACH PLANT AT ITS NATURAL GROWING DEPTH AND FIRM SOIL AROUND BASE OF PLANT WITHOUT PILING AT CROWN. 4. WATERING: WATER THOROUGHLY AFTER SUFFICIENT AREA HAS BEEN PLANTED. ANY PLANTINGS SHOWING EVIDENCE OF DRYING OUT OR BADLY WILTING WILL NOT BE ACCEPTED. 5. PRE -EMERGENT: APPLY TREFLAN OR APPROVED PRE -EMERGENT IMMEDIATELY AFTER PLANTING TO ALL GROUNDCOVER AREAS. 6. DEFECTS: ALL DEFECTS IN GROUNDCOVER PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 1.5-6758 Ph 4 0 M rn 0 `-t O z 00 vod- z LL_ I Q w U M 00 La w cfl N � w Y m 0 } Y Y z 0. Cly=Z W 1- 0 LL �- a ~ c) z co O Nw d, z _ W �C � v U = WU. - •aC o- a � U Wo 00 ft LU Z m W W N IX 3 J V (1) � J CL m � o� v CL W¢ a� v, o z '-_ 0 (n� >� LAJ� c L N 0 M d co z 0. Cly=Z W 1- 0 LL �- a ~ c) z co O = d, z _ W �C � v U = WU. - •aC o- a � U z 00 ft LU Z m W W N IX 3 J V (1) � J CL