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HomeMy WebLinkAbout1.5-6758 Ph 3• t � ■ , t t � , � ' t � t ' t � tLEI LIMITS OF - PUBLIC LANDSCAPE CONSTRUCTION C a C a u u a i t McKEE ROAD 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 TIME FOR CONSTRUCTION. - --------- ------ & MEDIAN LANDSCAPE F - TAFT HWY (SR 119) --------_- -_- - - - - - - - - - - - - - - - - _---__ -- __--- -_-__ -------------------------- - ----- - - ---- ���ZLT_I17� � I�-ITI:�I-ITI-�I-ITTTI--II KEY MAP SCALE: 1 "=200' GENERAL PROJECT, NOTES: 1. PRIOR TO START OF ANY PHASE OF CONS7RUCTION, ALL UTILITIES, METERS (POWER &WATER) MUST 8E SET AND FULLY OPERATIONAL. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL APPROPRIATE PUBLIC UTILITY STANDARDS, SPECIFICATIONS AND METHODS OF CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT, (661) 326-3354, AND PUBLIC WORKS, (661) 326-3049 FOR AN ON-SITE PRE -CONSTRUCTION MEETING. 5. CONTRACTOR WILL COORDINATE CONSTRUCTION WITH THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE SO THAT INSPECTIONS 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 4 AT THE ENO 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 UN11L 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 RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING FOR WRITTEN AUTHORIZATION 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 INSTALLATION OF ALL MATERIAL APPEARING ON PLAN. 11. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS ANO/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITION SHALL BE IMMEDIATELY REPORTED IN WR111NG TO THE ATTENTION OF THE CITY OF BAKERSFIELD RECREATION 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 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 CITY OF BAKERSFIELD RECREA11ON 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 UNE 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 INSTALLA11ON 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 UNTIL 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 INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110(N). ONE COPY OF THE SIGNED PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR MATERIALS, LIGHTING, ANCHORAGE & LOCATION OF SIGN(S). APPROVAL OF WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. -- PACHE, ROAC GOS D 23 FAIRVIEW ROA[ 19 20 21 22 0 0 24 19 Q 30 00 29 28 0 27 a Q 26 M_cCUTCHEN ROAD 30 w w 25 HOSK NG a w 34 35 36 31 31 3 33 cn McKEE 1 ROAD TAF a HWY. PUMPKIN GREENFIEL L_�_ 5 1194 3 N CENTERI[6 Ix 6 CURNOW w 2 PROD TICT Q oS g w 8 � =j�:3 10 11 12 7 0FE J N f 7 E �_1, �_ �., Ff t'_. I -� �-� I 15 f4 13 f8 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 END OF THE NORTH CONCRETE HEAD WALL OF TRIPLE CONCRETE BOX CULVERT B 11.44 OVER STTNE CANAL, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE EXTENDED CENTER UNE 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 M 8,9i1 SF. THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE BACK OF CUR TO THE BACK OF WALL M 14,625 SF. THE TOTAL SQUARE FOOTAGE OF THE MEDIAN ISLANDS AS MEASURED FROM THE BACK OF CURB TO THE BACK OF CURB M 1,618 SF. THE TOTAL LANDSCAPE SQUARE FOOTAGE OF THE MEDIAN ISLANDS IS: 351 SF. 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 CALCULA11ONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. X11 11 � 01 •i■ :4K SHEET 11TLE L-1 TITLE SHEET L-2 PLANTING PLAN & LEGEND s ? t PLANTING DETAILS & NOTES L-4 IRRIGATION PLAN L-5 IRRIGATION DETAILS & NOTES L-6 DETAILS F - TAFT HWY (SR 119) --------_- -_- - - - - - - - - - - - - - - - - _---__ -- __--- -_-__ -------------------------- - ----- - - ---- ���ZLT_I17� � I�-ITI:�I-ITI-�I-ITTTI--II KEY MAP SCALE: 1 "=200' GENERAL PROJECT, NOTES: 1. PRIOR TO START OF ANY PHASE OF CONS7RUCTION, ALL UTILITIES, METERS (POWER &WATER) MUST 8E SET AND FULLY OPERATIONAL. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL APPROPRIATE PUBLIC UTILITY STANDARDS, SPECIFICATIONS AND METHODS OF CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT, (661) 326-3354, AND PUBLIC WORKS, (661) 326-3049 FOR AN ON-SITE PRE -CONSTRUCTION MEETING. 5. CONTRACTOR WILL COORDINATE CONSTRUCTION WITH THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE SO THAT INSPECTIONS 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 4 AT THE ENO 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 UN11L 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 RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING FOR WRITTEN AUTHORIZATION 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 INSTALLATION OF ALL MATERIAL APPEARING ON PLAN. 11. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS ANO/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITION SHALL BE IMMEDIATELY REPORTED IN WR111NG TO THE ATTENTION OF THE CITY OF BAKERSFIELD RECREATION 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 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 CITY OF BAKERSFIELD RECREA11ON 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 UNE 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 INSTALLA11ON 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 UNTIL 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 INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110(N). ONE COPY OF THE SIGNED PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR MATERIALS, LIGHTING, ANCHORAGE & LOCATION OF SIGN(S). APPROVAL OF WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. -- PACHE, ROAC GOS D 23 FAIRVIEW ROA[ 19 20 21 22 0 0 24 19 Q 30 00 29 28 0 27 a Q 26 M_cCUTCHEN ROAD 30 w w 25 HOSK NG a w 34 35 36 31 31 3 33 cn McKEE 1 ROAD TAF a HWY. PUMPKIN GREENFIEL L_�_ 5 1194 3 N CENTERI[6 Ix 6 CURNOW w 2 PROD TICT Q oS g w 8 � =j�:3 10 11 12 7 0FE J N f 7 E �_1, �_ �., Ff t'_. I -� �-� I 15 f4 13 f8 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 END OF THE NORTH CONCRETE HEAD WALL OF TRIPLE CONCRETE BOX CULVERT B 11.44 OVER STTNE CANAL, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE EXTENDED CENTER UNE 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 M 8,9i1 SF. THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE BACK OF CUR TO THE BACK OF WALL M 14,625 SF. THE TOTAL SQUARE FOOTAGE OF THE MEDIAN ISLANDS AS MEASURED FROM THE BACK OF CURB TO THE BACK OF CURB M 1,618 SF. THE TOTAL LANDSCAPE SQUARE FOOTAGE OF THE MEDIAN ISLANDS IS: 351 SF. 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 CALCULA11ONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. X11 11 � 01 •i■ :4K SHEET 11TLE 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 DETAILS L-7 SPECIFICATIONS ROGER MdNTOSH, McINTOSH & ASSOC. DATE R.C.E. # 33322, EXP. 6-30-16 REVIEWED BY: RECREATION AND PARKS DEPARTMENT DATE REVIEWED BY: 5-/-3 // / I , TRAFFIC ENGINEER DATE APPROVED BY: �- NICOLAS C. FIDLER, PUBLIC 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 3 0 N r- �Z:�e :he Z 0 a co) it it 'Q W W co) 0 0 j F - _Z tr) _C W W 0 01i W = (a 2 _W �W J CL W w to v Z [o) *,*at. W' !- W oc X04 � U � m � CL t� mC) d aa_ C3 Of wC) �LA_ in z o� ,_,_, >N W- � N N .4- V" r co UJ � co Z 0 a co) it it 'Q W W co) 0 0 j F - _Z tr) _C W W 01i W = (a 2 _W J CL Z w to v Z [o) *,*at. W' !- W oc � U � m � CL t� d r co UJ � 11 +00 14+00 �`-- FUTURE PLANTING to 0 AMPED CONCRETE HARDSCAPE Z 19+00 BOTANICAL COMMON SIZE REMARKS W I C) o • MM W t 0 Z i W • .. LAGERSIROEMIA 'MUSKOGEE' CRAPE MYRTLE 24' BOX MULTI -TRUNK DECIDUOUS OF SIGHT ' # 26 HEMEROCALUS EVERGREEN w LO Z SIDEWALK MODERATE o� •� DAYULY CALIPER FLOWERING SHRUB WATER NEEDS VPROPOSM . PRUNUS CAROIJNIANA CAROLINA LAUREL1.5"-2.5"EVERGREEN CHERRY M- Z QTY BOTANICAL COMMON SIZE REMARKS W I C) o C) MM W t 0 Z i W 0 6 LAGERSIROEMIA 'MUSKOGEE' _ ,UNE OF SIGHT 650' SCALE:------------------------------ xe�njl WAA I &MAIA'aiLl MWAI � ASHE ROAD. �--- FUTURE PLANTING --'r 16+00 15+00 I LIMITS OF CONSTRUCTION O I A.C. DIKE STA. 16+40.35 00 i FUTURE MEDIAN + Q o Am 7RAMP 00 - - - - - - - - 18+00 SCALE: 1 " = 20' 20 10 0 20 40 L z ' w F - LL W z � o 'm W: W. Q, M M � U F- °' 0 W' =Qd' Z u) N 1 �0 + Z L'- ' = o0 (.� W U M W 00 <Q �o� Y O (n N W Y REF m COF #i Z*i'.,.,x«:.,.,,..s ::Y&,: o -.>d ,, .m>, n.'Y.:S' S.G'Tws,;a.,tuG' ',"N 1. ,v.,✓zn .Y, :::::..'♦'2T`. r .,.. ., , ... _... t 'tM .�' 3.,..... r .. £w.4AV+.rW.v.<At3-TL*.,,5,..cva✓G.. csv,..ati w.,:li.£.e'N-.:d ,..:: h",::.... e ... o,... .. .., ,.-.. .. r "i. J3Xri �.M �Y+., ..� ,X...ih,'✓:-,}.., ,.va'v e+..,rAw.,^z,,.,.:x'�.'v-?T.�5a»'•t,�.:#n.,yF..hFr�xv�XYni-::.,r0.t,Xa.+✓:.;4Z�3.r..>:Lvt:7:1 ^„�Ca.^«tt+Y�..'c2C': "bti9M^4'r. ,. .,,=••.+,.,v - � ._..,.- ..., _.. »�,^'. ,--•./�.4'+2�MP'S,.x..vtY+iW`Y.eA^'2Y'�'s.'^K_�^^Rs �\.4# ff."kXih`5.u^.r,.4N:i2'... .... L.t.x4S^'zceb,'.r:c.uw,a'Y�?eEv.->�z+.a_.:4^�F.k»i,SS� X,:.,a..^Y:.wrr. E'3k�3.'L..G ..JJ+}S'S4`s-' �-a:..et;:..tilts,.d-P"ivYeY4+.".,7;.kY..�Y.A£i.s3�,a'YTAMt�.r,.,e'.Rt#Y `mY�,�YR.A'a'v..F_1Rs.T.R �S».�^':i;z.."rVCSR'.hit'�,.�a4:tt,..y'.iRx.i.-;wYse..(.c4,:.Y.w .0^;. s[d....sY,M.Y.a..4�._ SEE TRACT 6757 LANDSCAPE PLANS FOR I v MEDIAN ISLAND PLANTING PLAN & LEGEND. z SEE TRACT 6757 LANDSCAPE PLANS FOR ASHE ROADMEDIAN ISLAND PLANTING PLAN & LEGEND. _1 MEDIAN RAMP � M r ti r '#ft ji. \i 't_. j1 Z X [� ! i 1 r' 4 r "\ i t t t / r: 20+00 321 21+ ''� U - ,. 00 rt. // F — , , 3 { r 2 00 ., k r 1 r -I 4+00' «V) i. rd i SJ ... ..._......._ -._ ....... _ � ..._ .,.... .ate .-,_........ ... ......._.+... _ ..». .,� t i r.' < : 1-� 10... n. : A, 3 _ � v .. � -..._ ...:... ",.i...?.,... _ .,.,_ : : t t . Y t i : i t r' 3, ,� x♦ .: ... , �v 4 ' �...,... ` ry-t•\ a2 "'.3 77777, f r •r _. '� c ... ._ s .. .s . � , .., i �� � , k �. �"c" 1 r ... t i 1 STAMPED CONCRETE HARDSCAPE. -1 '�`�' „ , Lo COLOR & TEXTURE TO BE APPROVED BY RECREATION & PARKS DEPARTMENT. U 9 H W W iVf I.! «�S.:av';�,�ra.._�Fs.. itslA`£7,�Yfr...,?::.'^r�`L:£r,x J.^E;M�.°x:Yl...4k3`s*n,',-_:�,:�"��'i2:a,>.L�,..sueY�,5,-i.>T Swu,�.-�,.r3�„fit.,�'.:+_..aie ..<'��£♦.w'�,w.:J k..,sF,c,i ys,^r��.r.��,f,7,�.>..,sY'.�c�e`�::1� ,r„_vs..3K2,313>.,;:,s. W z J SEE TRACT 6757 LANDSCAPE PLANS FOR,. CONTINUATION �' �{ < } h•� .�'� 7s 7 77 s !.. DLII t SIGHT-�650F `\ e� S { •=s, j�t'� -?5.°c / ..i,�, 1 f"a G TRACT 6757 z �- UNIT4N28 :)L6 0 00 ci I U Q H 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 SIZE REMARKS WUCOLS NAME NAME �o Q TREE � 6 LAGERSIROEMIA 'MUSKOGEE' CRAPE MYRTLE 24' BOX MULTI -TRUNK DECIDUOUS LOW WATER NEEDS ' # 26 HEMEROCALUS EVERGREEN 1.5"-2.5" TREE MODERATE o� HYBRID DAYULY CALIPER FLOWERING SHRUB WATER NEEDS _ 14 PRUNUS CAROIJNIANA CAROLINA LAUREL1.5"-2.5"EVERGREEN CHERRY 24' BOX STANDARD TREE LOW WATER NEEDS I 'TEXAMUM' CALIPER S 63 CAWSTEMON 'LITTLE BOTTLEBRUSH 24' BOX STANDARD LOW WATER 7 PISTACIA CHINENSIS CHINESE :m DECIDUOUS LOW WATER # 75 'KEITH DAVEY PISTACHE 1.5'-2.5" �� NEEDS W ORIENTAL. PEARL 'ORIENTAL to Ix CALIPER FLOWERING SHRUB NEEDS � � 24' BOX STANDARD LOW WATER ~ 5 QUERCUS ILEX HOLY OAK EVERGREEN NEEDS 1.5-2.5" TREE O CALIPER WUCOLS = WATER USE CLASSIFICATIONS OF LANDSCAPE SPECIES. 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 QTY BOTANICAL COMMON SIZE REMARKS WUCOLS NAME NAME �o Q SHRUB 60 DIETES VEGETA FORTNIGHT LILY 5 GAL EVERGREEN FLOWERING SHRUB LOW WATER NEEDS ' # 26 HEMEROCALUS EVERGREEN 5 GAL EVERGREEN MODERATE o� HYBRID DAYULY QQ FLOWERING SHRUB WATER NEEDS = 162 LIGUSTRUM JAPONICUM TEXAS PRIVET 5 GAL EVERGREEN SHRUB LOW WATER NEEDS 'TEXAMUM' S 63 CAWSTEMON 'LITTLE BOTTLEBRUSH 5 GAL EVERGREEN LOW WATER C JOHN' W :m FLOWERING SHRUB NEEDS # 75 I.� INDIAN HAWTHORN 5 GAL EVERGREEN LOW WATER W ORIENTAL. PEARL 'ORIENTAL to Ix FLOWERING SHRUB NEEDS WUCOLS = WATER USE CLASSIFICATIONS OF LANDSCAPE SPECIES. NOTES: SHRUBS SHALL BE 5 GAL CONTAINER SIZE OR LARGER. • MASS SHRUB PLANTING TO BE 1 GAL CONTAINERS SPACED 18" O.C. ASHE ROAD: • 1 TREE PER 30' OF LINEAL STREET FRONTAGE 30 TREES 904' OF STREET FRONTAGE/30 = 28 TREES • PROVIDED 30 TREES • 50% TO 70% OF REQUIRED TREES TO BE EVERGREEN 15 TREES 30 TREES REQ. X 50% = 15 EVERGREEN TREES MIN. • PROVIDED 18 TREES 55' 1- 3' 4' 41' I SAWCUT 0 q MATCH EXISTING i FUTURE MEDIAN PAVEMENT EXISTING EAST EXIST. PAVEMENT., - MEDIAN GARB 2.096 TO REMAIN WALL PLANS FOR TRACT 6757 WERE APPROVED 8/22/07 SEE STREET IMPROVEMENT PLANS FOR CURBS, GUTTERS & SIDEWALKS C SECTION - ASHE ROAD L— 2 NOT TO SCALE REFER TO SHEET L-1 FOR GENERAL NOTES REFER TO SHEET L-3 FOR PLANTING NOTES REFER TO SHEET L-3 FOR MAINTENANCE NOTES REFER TO SHEET L-3 FOR PLANTING DETAILS PA R/W 9' I LANDSCAPE) AREA 6' I 2' I i 2 4:1 IMA AX• HINGE POINT BLOCK WALL . 20 10 0 20 -. EXISTING 5.5' SIDEWALK 74' EXISTING CURB & GUTTER 65' I 7' 7' 51' SAWCUT ® q FUTURE MEDIAN MATCH EXISTING i PROPOSED EAST PAVEMENT MEDIAN CURB EXIST. PAVEMENT 2�_ TO REMAIN __ _.-\ _ L __ _ ._ _ _ _ WALL PLANS FOR TRACT 6757 WERE APPROVED 8/22/07 rU SECTION - ASHE ROAD �t2 NOT TO SCALE PA I-,-) 6' I 2' PROPOSED BLOCK WALL i 2% 4:1 MAX. HINGE POINT 5.5' SIDEWALK CURB & GUTTER 1.5-6758 Ph 3 �G Y Z V7 �o Q t/) M M (L a W W v o� O QQ .Q z = c„) Z Q —� 0- U) z W co2Z S L`' Q CL W z C Q W :m tov jr W �-- to Ix Q � � ~ J � CL m� O U � W � z W > W ce N N co Z Q �o Q t/) M M (L a W W v Z O QQ .Q z = c„) Z Q —� 0- W W co2Z Q CL W z C Q Z 0 tov W �-- to Ix Q � � ~ J � CL o < ' a. A- wli A SEPARATE At,ifrOMATiG 11M18►ATM SYSTEM IS momRED. El V -W MCC LAWWAM PL•AMNTINSi OROS OILY) 5'+ WIDE= L*09CAM PLANTING AREA N`TRErES/SMII�i3 sire ELEVATION NTS Nri1 b- a . ASA WrOM W4K Of 0000AX AMP wN.s D. ALL ORO" COMB OWL W VXVWW No I to GI.ww vales s HALL tde vwTosmm OR rem AT FROMM we siMi,l. !K'.' A1rPR0 VVP Otf CM PAPM ON WO L m LL CR i'Bm LAIMAFM r MWA00 m UM I" Toa s AN.L TRee41 Ax Na woariA� �:ww �. ee M49 mer. ne ARS► FINW4u. AMP N7NxJtML fVZRAc Nicre� AND to�f.�et:::Wpew.�c mss. ee BACK OF aW M►Ti011 l�t�M lMiliLL THAWS A< le �CI� TO TIE FAGS C� 1'W 1. b1 N OW W OR �. eNeou�i�cayerr w►r ee umm ON.Y w rover oe� CONrlEiTlpK =.L SM FWWASE 0 LN* TAM WO L WAL MTAaca lVnftrN W4K OF WlMX Axu VV= 6 SWM AM 7WM SNAU W VAM No Feer As M BWAW MULLe. W Ti! Air Mu5 W. Grt�!!R t+tMtl14 Ttl4t ludr DfAlrlTpk AT hfAltAtllY. vfpw CITY OF BAKERSFIELD REVISIONS n PICAL LANDSCAPE WALL OR FENCE SCREEN STANDARD PLAN NO. SHT -9-. OF _.,,.L4,. AMOM RCE X)O= DATE L-13 TYPE M MWIAN Cm co s COCRETE ALIARED IN LMOSCAM 0"A "PAW :t t1i1�►�i_ Ri' t 25 FOR•._.. a .. r --.. - r , .. r. w IL WOVE , + to t4ATOk� = t LAL 1 : 40, IN OVA04A WHSlWW ON STANDARD NFA Sm L-411 L W a 901 MM A WOSCAPE ANA 91ALL 96 - ., WU W W 0 r r. OLY 1A . s TYM TO BE APPRM • NO PAM VIRE001t � =IAN W;roT-1 . um ( r ,. 1 q) ,? <c I C) o - o- - - ,7- - - - -- I I 11 +00 FUTURE IRRIGATION I - LL�i t� 1 II 11 1 O 1 1 1 + II I I II 11 � II L 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 PULL EXTRA CONTROL WIRES (3 -BLACK, 3 -RED) & ONE COMMON WIRE FOR FUTURE IRRIGATION. LABEL AND INSTALL IN JUMBO VALVE BOX. INSTALL GATE VALVE. ----------------------------------------------- ----------------------------------------------- NOT A PART KEY QTY MANUFACTURER MODEL Z SIZE PATTERN PSI GPM RAD. AUTOMATIC CONTROL VALVES WITH I.D. TAGS (SEE DETAIL L, SHEET L-6 & DETAIL L6, HYDROZONE 56 R Utoo+ O 100-PEB SHEET L-5). INSTALL A SCH. 80 PVC UNION (SPEARS # 897 SERIES) & BALL VALVE z C�R � �R - INSTALL TWO BUBBLERS PER TREE, TYP. � 1 lo - W > R I R o 00 - CL - Q w� < - - SEE TRACT 6757 IRRIGATION PLANS FOR DESCRIPTIONS & SPECIFICATIONS 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 PULL EXTRA CONTROL WIRES (3 -BLACK, 3 -RED) & ONE COMMON WIRE FOR FUTURE IRRIGATION. LABEL AND INSTALL IN JUMBO VALVE BOX. INSTALL GATE VALVE. ----------------------------------------------- ----------------------------------------------- NOT A PART KEY QTY MANUFACTURER MODEL DESCRIPTIONS/REMARKS SIZE PATTERN PSI GPM RAD. AUTOMATIC CONTROL VALVES WITH I.D. TAGS (SEE DETAIL L, SHEET L-6 & DETAIL L6, HYDROZONE 56 10 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 0 EACH VALVE LOCATION. 1 lo - W/ RWS-SOCK - - - SEE TRACT 6757 IRRIGATION PLANS FOR DESCRIPTIONS & SPECIFICATIONS - ® - - - SEE TRACT 6757 IRRIGATION PLANS FOR DESCRIPTIONS & SPECIFICATIONS - 2" 1 - - - SEE TRACT 6757 IRRIGATION PLANS FOR DESCRIPTIONS & SPECIFICATIONS - nA - - - SEE TRACT 6757 IRRIGATION PLANS FOR DESCRIPTIONS & SPECIFICATIONS - ® - - - SEE TRACT 6757 IRRIGATION PLANS FOR DESCRIPTIONS & SPECIFICATIONS - QE - - - SEE TRACT 6757 IRRIGATION PLANS FOR DESCRIPTIONS & SPECIFICATIONS - PCN -25 3 APOLLO 122T 122T APOLLO LINE SIZE BRASS GATE VALVE FOR ON/OFF CONTROL LINE SIZE a 8 RAINBIRD 44 LRC/TSJ-18" QUICK COUPLER VALVE WITH TSJ-18". INSTALL IN AMETEK 10" ROUND VALVE BOX (TYP). - Q < IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L. APPROVED) W J � Q #14 AWG CONTROL WIRES, #12 AWG COMMON WIRE, ROUTE WITH MAINLINE � COLOR OF WIRES TO BE AS FOLLOW: NO m� COMMON WIRE - WHITE o SYMBOL - AS APPROVED - CONTROL WIRE - BLACK - SPARE WIRE - RED MASTER VALVE WIRE - BLUE FLOW SENSOR - PAIGE IRRIGATION SPEC#P7162D-A-REV 8 W � UNDERGROUND COMMUNICATION CABLE SHIELDED AND ARMOR 16 AWG/1PAIR �LA- NO SYMBOL _ 3M - OBR/Y-6 WIRE CONNECTORS, USE FOR ALL WIRE CONNECTIONS - �o HD VALVE BOXES WITH BOLT DOWN UDS 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 .BIMBO SIZE BOX FOR WIRE PULL BOX in(A EACH BOX TO BE HEAT BRANDED WITH PROPER ID. - — — — - PVC PIPE SCH. 40 PVC IRRIGATION MAIN UNE - 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, SHEET L-5 SEE PLAN F 1 ASHE ROAD 1. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. A o%s or%..f1 r%s ir%r%i r% • A.I A ASI ^r -d- . . A .1.— VALVE ID CHART: CONTROLLER A TREES A5 AS 1" 20 1" 14 Al A2 A3 A4 Ab A7 A9 Al SHRUBS GRIP 1" I - 1" 17 1" 17 f i 1411 {t 58 k 9& 1 1A�d_-} li s TRACT 6757 15 (SEE TRACT 6757 IRRIGATION PLANS) 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 OZZLE PATTERN PSI GPM RAD. REMARKS HYDROZONE 56 RAIN BIRD 1400 SERIES RWS ROOT WATERING 1402 BUBBLER 30 0.50 - INSTALL TWO BUBBLERS PER TREE, TYP. 47, 1 lo - W/ RWS-SOCK BC -02 SUM i Rcoz B w SEE PLAN & DETAIL J, SHEET L-6. w 96% 1 (n 2" 1 SYSTEM w Z V4» lf -Y4ru 9,262 SQ. FT. rm mom roll 1.00 RAINBIRD 1804 SAM PRS POP-UP/W PCN co 2 W INSTALL ONE BUBBLER PER SHRUB, TYP. Q 290 HUNTER PCB BUBBLER NOZZLES WITH BUBBLER BUBBLER PCN -25 TRICKLE 30 0.25 - SEE DETAIL Q. SHEET L-6. 1 m + RAINBIRD SA SERIES SWING ASSEMBLY NOZZLE U Q < W 1 INSTALL TREE BUBBLERS WITHIN SPECIFIED WATERING BASIN IN TURF AND GROUND COVER AREAS. 2. CONTRACTOR SHALL 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 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 11ME 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 TIME 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. R SEE TRACT 6757 LANDSCAPE PLANS FORCL MEDIAN ISLAND IRRIGATION PLAN & LEGEND. w CL SCALE: 1 " = 20' u 1� 20 10 0 20 40 HYDRO PLANT HYDROZONE AREA OF -y-771, ZONE DESCRIPTION WATER HYDROZONE % OF TOTAL LS AREA HYDROZONE (PF) oa Q USE COVERAGE LOW COVERAGE A MEDIAN 1 1 (0 47, 1 lo - 2,673 C) SUM i Rcoz B w 1 w 96% 1 (n 2" 1 SHRUBS w Z V4» lf -Y4ru 9,262 SQ. FT. rm mom roll 1.00 N co 2 W Q e,C 0. `r 5 oI*.-- RN a. _ �a00 06< 1 m + R � U Q < SCALE: 1 " = 20' u 1� 20 10 0 20 40 HYDRO PLANT HYDROZONE AREA OF AREA OF ZONE DESCRIPTION WATER HYDROZONE % OF TOTAL LS AREA HYDROZONE (PF) oa Q USE COVERAGE LOW COVERAGE A MEDIAN 1 351 SQ. FT. 47, 0.04 2,673 SHRUBS SUM 2,778 Rcoz B ISTREETSCAPE1 1 8,911 SQ. FT. 96% 0.96 SHRUBS of z 9,262 SQ. FT. 100% LS AREA 1.00 HYDROZONE HIGH WATER USE: 3 MODERATE WATER USE: 2 LOW WATER USE: 1 ion Al - THE HYDROZONE SETTINGS AND THE SQUARE FOOTAGE COVERED BY EACH HYDROZONE SHALL BE INSTALLED AS PROPOSED IN HYDROZONE TABLE, AND IN ACCORDANCE WITH THE APPROVED PLANS. CROSS OVER SLEEVE SCHEDULE: CONTRACTOR SHALL FURNISH AND INSTALL THE FOLLOWING IRRIGATION SLEEVES: (SEE IRRIGATION NOTE NO. 7, SHEET L-5) SCHEDULE 40 PVC SLEEVES: ® (1) 4" (FOR MAINLINE) (1) 2 (FOR CONTROL WIRES) SCHEDULE 40 PVC SLEEVES: 21 (1) 4" (FOR MAINLINE) (1) 2 (FOR CONTROL WIRES) SEE TRACT 6757 LANDSCAPE PLANS FOR MEDIAN ISLAND IRRIGATION PLAN & LEGEND. t A r ` ■was 2" 4 SEE TRACT 6757 IRRIGATION PLANS FOR CONTINUATION. TRACT 6757,9� ' UNIT 4 28 R I CONTRACTOR SHALL FURNISH AND INSTALL 110V POWER TO THE ELECTRICAL METER PEDESTAL AND IRRIGATION CONTROLLER AT THIS APPROXIMATE LOCATION AND ACTIVATE. LOCATE IRRIGATION EQUIPMENT IN PLANTING AREA. WATT ON,� WAWA) C MAWA = (ETO)(0.62)(0.45 X LANDSCAPE AREA) MAWA = (52.4 INCHES)(0.62)(0.45 X 9,262)=135.407 GALLONS P ETAF = 0.45 FOR NON-RESIDENTIAL AREAS HYDRO PLANT PLANT FACTOR HYDROZONE AREA ZONE WATER FROM WUCOLS (HA) PF X HA N USE TYPE (PF) oa Q A LOW 0.3 351 SQ. FT. 105 B LOW 0.3 8,911 SQ. FT. 2,673 R R� SUM 2,778 *PLANT FACTOR FROM WUCOLS. SEE PLANTING LEGEND, SHEET L-2. IRRIGATION EFFICIENCY = 0.81 FOR DRIP SYSTEM ETWU = (52.4 INCH ES)(0.62)(2,77$)=111,422 GALLONS PER YEAR 0.81 THE ETWU IS LESS THAN MAWA. THE WATER BUDGET COMPLIES HATH THE MAWA. ETWU - ESTIMATED TOTAL WATER USE MAWA - MAXIMUM APPLIED WATER ALLOWANCE PF - PLANT FACTOR HA - HYDROZONE AREA REFER TO SHEET L-1 FOR GENERAL NOTES REFER TO SHEET L-5 FOR IRRIGATION NOTES REFER TO SHEETS L-5 & L-6 FOR IRRIGATION DETAILS REFER TO SHEET L-5 FOR GENERAL RECORD DRAWING NOTE REFER TO SHEET L-7 FOR SPECIFICATIONS 1.5-6758 Ph 3 AN O M M O Q O Z 00 U O .4- Z li I <C J W00 U M Z D r� J r W to to N Ct_ W Y /Q W z J �C Y Z N oa Q C�0 �a ui IL R R R� v Rcoz o� z i � of z z w W0 co 2 W Q e,C 0. R (� W a. _ R 06< R � co W W J � Q � � � m m� IL o d C� W � �LA- �o z W in(A ->U) W — N fn G N N co Z a oa Q C�0 �a ui IL R R R� v Rcoz z i � z w W0 co 2 Q e,C 0. R (� a. _ R 06< R � co W W J � Q � � � m IL o d TOP OF VALVE BOX 25" (O: W 71 mmNOTE"ON EWAW" LOOP OR ELL La im Fat ALL MIS FIfuS4lFrp DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT k .. ENIRA it -Fol :. WAWA MARE » 'f w`w 16Nf-0F-MNAY ONLY t4 V (0.4W MIND ♦ PINE �PN�PE Gt1�l � l P t6 80 !0 r PERFORM WORK IN SUCH A MANNER AS TO MEET CURRENT INDUSTRY STANDARDS ELL (mn..ww FOR IRRIGATION SYSTEM CONSTRUCTION. r , W ENGINEER. _- • `. �. ti Yi `♦ /" .-t'._ t i r\\ ADD Tiff,.# �'? WON ;••,Y (Oreater thien 2.0v 00men)r ADJUST SYSTEM DESIGN IF APPROPRIATE. 5. ALL LOCATIONS OF IRRIGATION COMPONENTS ARE APPROXIMATE AND _ NM. , DIAGRAMMATIC AS SHOWN. CONTRACTOR IS RESPONSIBLE FOR THE ACTUAL :, , :, W It PLACEMENT OF EACH COMPONENT AND FOR OBTAINING APPROPRIATE IRRIGATION / SNE DEfAL W (FLEW VENN IS FOR VALVE one (T/0 Tt15 SHM 4 VALVES IMALLATION - DETAL W MA4t MAN '/ , 6. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN LRE rMAMPGROM LSE POSSIBLE. 15. CONTRACTOR WILL SUPPLY LAMINATED TWO (2) 11x17 INCH AND ONE (1) W CL REPRODUCIBLE AS -BUILT DRAWINGS TO THE CITY OF BAKERSFIELD RECREATION -J OR" AND PARKS DEPARTMENT. 5 ALL =MTION CONTROL WIRES (CONTROL AND COMt" SHALL wnw"am my it 11100110" ANP "mommm BE 14 &V2 OL. $DOLE SWM COPFM HK TAFW AFD 16. USE ONLY 711 PVC CEMENT AND PRIMER. MUM AT 10' J50W NTERNALS AND FLAG NEAR W ONJOATO MLAA1rNlE AT THE 5 QtL OOG FORTMI FOR 41 mm `.e , , -m WE Off STANDARDS SHAT L-2 L USE TEFLON ON ALL TIS MO. b. ALL NOE CO IECTM S WL BE MIDIF'ROOF AIV APPROVW . 2 ALL APPLES SHALL BE SCH>3 U 00 PWG ALL N9rIM BE ALLOW Utl.M APPROAV BY INE RECREMTION AND SHALL BE 900ME 40 PWG PAW VOUTOR ft AFPIMM SUM MU NOW It PLAN SHALL PREVAIL WHEN VERIFYING QUANTITIES OF IRRIGATION EQUIPMENT AND USE OF A SKU WOK 3 ALL IRV ATiON CONTROL. VALUES S IALL BE PLACID iN A RAM SA4s . - / - I 'a► r r r I 10AiNfA4N 20' (OAA SDWARATION ELTMU#t MMM THE VALVE W0X SHALL WE 20 001W BELAN MOW GRADE IN 7W COMM VALVES (GE11TANFE TOMMUO NO MORE THAN AND 20 00AW ABOVE FINNEV 61t/4'JE N FLAMM AREA TN: ONE VALVE 15 IMALLFD IN TIE SANE LOCATION, PLASTIC FOLIA" VALVE WAS AND LDS OR AFPPMW EqW. KSt BE ABLE TIO FtF ACE VALVE MiIMW MW NTE VEEMW ACCEMAKE ANY DEIMTN FOR TIE ACCEPTED W M MM11ON LW OR MiW WOK AIV LVS WtS.ONi MUST BE APPROfiV BY TFE R6GREATIOtt AND PNIKSpwvm A NIt>WE POWNLE, LOCAIE VALVES N TIE FLAMM AREA& SN KE VALVE& NOS PW SNUM 144XI4* 4. ALL ON419AIM WSTALLAWO 94ALL WE N ACCORDANCE MH d41RRNl"ATW VALVE WOX MM DOLT 00141 COVER Off STAWVAR VA THE LAMT AFFP40M !VM OF THE LW FORM an" c4tft Rt NOS P" eapift NO' "aim RUN+ M CORN; HAN FAGROMS REWNHEMMOK SECiTNON C4MMIGA700 VALVE BOX MS'tF1 DOLT DOWN GONER 20 OF TIE STANDARD SFEGBiCATk W AND Av DIR6GT>SO BY TIE IWWATiON AND PARKS N7PECTOR r "" Dox. NM PRO satm 1911Xw 4"00 .ww N WTA&*RLM VALVE BOX VM DOLT DOM GOVEM 10 ALL MATERIALS USW SHALL. BE NEW AND FRM M04 VBW 4. WTALLATION OF EIM MWA7104 CONTROL WIRE FROM IL ANT! AFD ALL CNANNS SHAD. BE APPPOM BY TIE RECREATION WMATION WMROL CLOCK TO R MIE COMPOL VALVE 15 AIV PARKS PPIM FRNOR TO IMFL04WA7M WMW FOR EACH WwIIfW ON= OF VALVW +EXTRA MSE SHALL BE A DIEM COLOR THAN THE ONE UND To 12 5EE APPROVW YW PLA* AND 1BSEft OPERATE VALVES (ONE COLOR FOR ALL VALUE HNS 4 ONE COLOUR FOR SWM MIDDLE MbWr, SIS ItYNANM, MWAGTU M FOR ALL EXTRA "mm AND FE0VN4ANCE r5. CITY OF BAKERSFIELD REVISIONS � 1 i ,¢ DETAILS FOR REMOTE CONTROL VALVES CIT Y OF BAKERSFIELD DETAILS FOR PIPING TRENCHING, AM BACKFILL ■�� Smm.Jw w o PUN NO. 1 TOP OF VALVE BOX 25" (O: W 7EEW MAN mmNOTE"ON EWAW" LOOP OR ELL La im Fat ALL MIS FIfuS4lFrp DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT k .. ENIRA it WITH MINIMUM OVERSPRAY. ADJUST ALL IRRIGATION HEADS TO ELIMINATE WAWA MARE » 'f w`w 16Nf-0F-MNAY ONLY t4 V (0.4W MIND . ' _, PINE �PN�PE Gt1�l � l P t6 80 !0 PLAN PERFORM WORK IN SUCH A MANNER AS TO MEET CURRENT INDUSTRY STANDARDS ELL (mn..ww FOR IRRIGATION SYSTEM CONSTRUCTION. SHALL FURNISH 'RECORD DRAWINGS' TO THE PROJECT INSPECTOR AND CITY W ENGINEER. _- • `. �. TWOt PAVEMENTS WHEN LOW HEAD DRAINAGE WILL CAUSE WATER WEEPING ONTO � 't - f ADD Tiff,.# �'? WON ;••,Y (Oreater thien 2.0v 00men)r ADJUST SYSTEM DESIGN IF APPROPRIATE. 5. ALL LOCATIONS OF IRRIGATION COMPONENTS ARE APPROXIMATE AND _ NM. , DIAGRAMMATIC AS SHOWN. CONTRACTOR IS RESPONSIBLE FOR THE ACTUAL :, , :, W It PLACEMENT OF EACH COMPONENT AND FOR OBTAINING APPROPRIATE IRRIGATION .r, ,. SNE DEfAL W (FLEW VENN IS FOR VALVE one (T/0 Tt15 SHM 4 VALVES IMALLATION - DETAL W MA4t MAN POSSIBLE. VALVE BOXES SHOULD BE PERPENDICULAR TO THE SIDEWALK, CURB OR 6. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN LRE rMAMPGROM LSE POSSIBLE. 15. CONTRACTOR WILL SUPPLY LAMINATED TWO (2) 11x17 INCH AND ONE (1) W CL REPRODUCIBLE AS -BUILT DRAWINGS TO THE CITY OF BAKERSFIELD RECREATION -J OR" AND PARKS DEPARTMENT. 5 ALL =MTION CONTROL WIRES (CONTROL AND COMt" SHALL wnw"am my it 11100110" ANP "mommm BE 14 &V2 OL. $DOLE SWM COPFM HK TAFW AFD 16. USE ONLY 711 PVC CEMENT AND PRIMER. MUM AT 10' J50W NTERNALS AND FLAG NEAR W ONJOATO MLAA1rNlE AT THE 5 QtL OOG FORTMI FOR 41 mm `.e , , -m WE Off STANDARDS SHAT L-2 L USE TEFLON ON ALL TIS MO. b. ALL NOE CO IECTM S WL BE MIDIF'ROOF AIV APPROVW BY INE R:CRIrA" AND PARKS DNRE+GTOR. SPLICES HU. Wr 2 ALL APPLES SHALL BE SCH>3 U 00 PWG ALL N9rIM BE ALLOW Utl.M APPROAV BY INE RECREMTION AND SHALL BE 900ME 40 PWG PAW VOUTOR ft AFPIMM SUM MU NOW It PLAN SHALL PREVAIL WHEN VERIFYING QUANTITIES OF IRRIGATION EQUIPMENT AND USE OF A SKU WOK 3 ALL IRV ATiON CONTROL. VALUES S IALL BE PLACID iN A RAM SA4s . - / WMAYM CONTROL VALVE BOX NM VALVE D TAO. TIE TOP OF I 10AiNfA4N 20' (OAA SDWARATION ELTMU#t MMM THE VALVE W0X SHALL WE 20 001W BELAN MOW GRADE IN 7W COMM VALVES (GE11TANFE TOMMUO NO MORE THAN AND 20 00AW ABOVE FINNEV 61t/4'JE N FLAMM AREA TN: ONE VALVE 15 IMALLFD IN TIE SANE LOCATION, PLASTIC FOLIA" VALVE WAS AND LDS OR AFPPMW EqW. KSt BE ABLE TIO FtF ACE VALVE MiIMW MW NTE VEEMW ACCEMAKE ANY DEIMTN FOR TIE ACCEPTED W M MM11ON LW OR MiW WOK AIV LVS WtS.ONi MUST BE APPROfiV BY TFE R6GREATIOtt AND PNIKSpwvm A NIt>WE POWNLE, LOCAIE VALVES N TIE FLAMM AREA& SN KE VALVE& NOS PW SNUM 144XI4* 4. ALL ON419AIM WSTALLAWO 94ALL WE N ACCORDANCE MH d41RRNl"ATW VALVE WOX MM DOLT 00141 COVER Off STAWVAR VA THE LAMT AFFP40M !VM OF THE LW FORM an" c4tft Rt NOS P" eapift NO' "aim RUN+ M CORN; HAN FAGROMS REWNHEMMOK SECiTNON C4MMIGA700 VALVE BOX MS'tF1 DOLT DOWN GONER 20 OF TIE STANDARD SFEGBiCATk W AND Av DIR6GT>SO BY TIE IWWATiON AND PARKS N7PECTOR r "" Dox. NM PRO satm 1911Xw 4"00 N WTA&*RLM VALVE BOX VM DOLT DOM GOVEM 10 ALL MATERIALS USW SHALL. BE NEW AND FRM M04 VBW 4. WTALLATION OF EIM MWA7104 CONTROL WIRE FROM IL ANT! AFD ALL CNANNS SHAD. BE APPPOM BY TIE RECREATION WMATION WMROL CLOCK TO R MIE COMPOL VALVE 15 AIV PARKS PPIM FRNOR TO IMFL04WA7M WMW FOR EACH WwIIfW ON= OF VALVW +EXTRA MSE SHALL BE A DIEM COLOR THAN THE ONE UND To 12 5EE APPROVW YW PLA* AND 1BSEft OPERATE VALVES (ONE COLOR FOR ALL VALUE HNS 4 ONE COLOUR FOR SWM MIDDLE MbWr, SIS ItYNANM, MWAGTU M FOR ALL EXTRA "mm AND FE0VN4ANCE r5. CITY OF BAKERSFIELD REVISIONS U ,¢ DETAILS FOR REMOTE CONTROL VALVES wff __si._. of .-,.14. APP DATE PLAN NCI. L-6 A IN M t.J L LEN:.TRLGA�L G OtIiT 4: •3:�ol�eY /�' ` NOTta: L WET! GRb66ir6 WM ROADWAYS OR ANY 01'EIBR #PARD SWAM jAtay.�Q,ECTRICAL NOW AIV HAt!tEAR Uft 5HN�1�lltcNWN= 2Y Q . 10. isi•(! r Ai A w�'7V �I .�4.�.Ti. r. � � ,11'i.�ii VIAW Dk OF CMV / PIl * ALL ELEGTRNCA , COMt X SHALL NAVE n I' MIN. C [k FOR 110 VOLTS AND 2' HK OW FOR LAW VIOLTAGE. 2 SL&SHALL EVW 110' (031 W10D NNXWAFE ON ALL Eft '.i. Ii+PRM HIM TIE VEMA7W SWEET NW -0 -MY MAY IMM AN OPEN 57Rt'ET FEIM QWK WM CITY VIFAR NSNf FOR NaVOG' 4 HM OPEN MRtit'NCOM ARL IWOMW TO WfALL VAR; M NRRIBA70 LUES ANDAOR HRA ALL SMU PATCHN6 M WN THE OTY tRO f-OF44AY OU BE N ACCORPANC/E W#fN C41Y STAVAPIP ST42 Olt AS VOMMBY INE cnY ENSIM S ANY AIV ALL CHANGES SHALL BE AFPROM BY 1E RECINFAM AIV PAW* VMIOR PRIOR TO 1a'!Pl.ESWArlOK 6 ALL 8109M NSTAUATION SW.L I'2" N ACCORMU MR OW STAWPARDr,�i MA1 AG'ILA�R�' RBGOM�DATIaISi*, iTiON 20 OF THE STANDARD S W44ATM AND AS DAQEGTW BY ft MWAIM AND PARKS DIRECTOR 7 ALL NOMIAr NW SHALL. WE HIM AND FFEE FROM WBMVONS. b. ALL B.EGTRiCAr NSTALLATS NNE PARKS OR FARNGMYS SWU WE WWW SY F'11IR.IG NM R. NO OM COFDlJ1T OR POW MAY BE ALL ON D WTNNN Q•EGTRNM OR c4MROL LSE 1RENGII. SHT -_A- ofN4 CITY OF BAKERSFIELD DE'T'AILS FOR. ELECTRICAL CONDUIT TRENCHING, SLEEVING, AND BACKFILL {t y_ } ~I. t DATE REVISIONS I STANDARI PLAN NO. L-3 12D -VOLT SERVILE I - - IN GO T. pY0 um S*r:Ep $.L. - i=RONT ZEhL 5IZE A5 iEG1 M MM SB -22% OTRM Box By rr MWDIIGTS) OR AR%OV t? EM X IRRIOATIOM CONTROLLER ENGLOaURE NOTES: L iNSE SCFWI.E DO PNC Calm mm AN m 5 ALL 1►" IMALLA" MU WE N AGGOfI M2 RM 2. CONS1RNIG7 05' 000W MM CLOW V CONCRETE SLAB A5 CNfY 5TAIDAIM It LATIN N:DiTION OF ft CAUFOFiNl1 P1"M TO ItI3GEiVE THE PE05TAL MIOtNTET7 NiRLBATiON COFNTROt. CMA AND► MVWPAGTtNRISt'3 WCOMllMDASM SEGTNON 20 OF CUM C *ACT Os OWW BASE TO AOi REIATNE TIE STANDARD SF'ECBICATIOtR3, AND A6 D�G18? BY THE DEtNNTY PRIOR TO RJ4C�@tf OP CONCRETE SLABS REGRPJ�►TiON AFD PARKS DN�GTOR 5. ALL 10MYM CONTROLLEMi 18405M 9VU. M TOP mm. 6. ALL HAM" BE VENN AND FNREE FROM DNSWI& OF A VANDAL AFD M41M FZWMr NA'f, MAN#FAGTlNREO t SEE Almom LANDSCAPE / NW6ATIION FLA6 ENT MY OF 804 GRADE STAKE* STI:$ A1VLEdMPOR9WMWM9Aftft9= dtA MTM HWIPAOIM3 AID P!*`OWAWA1 4. POM COfOMEE WAN - 8' MBF. TH013M LX1L8D LANG E EREi IV . BCYOID an3DE �� of �� MTN LDIIc SLOPE &ANY AD ALL C"M MM! TILS STAND OWL BE FORR ORN A L AFAF BY 1 F45CMIM ASD FAN* OPIEM FM CITY OF BAKEItSFIELD "VISIONS DETAILS FOR TOP MOUNT, STAINLESS STEEL CONTROLLER ENCLOSURE aff 7_ of _14_ .._�_.•-• • • 1 DATE STANDARD PIAN NO. L-7 WATM " I ■ / LW 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 Ijt A 1t it WITH MINIMUM OVERSPRAY. ADJUST ALL IRRIGATION HEADS TO ELIMINATE RiOAIOWAY ! fMROSCAFE 'f Q 16Nf-0F-MNAY ONLY t4 V (0.4W MIND . ' _, 16ftr-Or-WAY UNE Gt1�l � l P t6 / \\ ,Nam PLAN PERFORM WORK IN SUCH A MANNER AS TO MEET CURRENT INDUSTRY STANDARDS 40 (OJW L LEN:.TRLGA�L G OtIiT 4: •3:�ol�eY /�' ` NOTta: L WET! GRb66ir6 WM ROADWAYS OR ANY 01'EIBR #PARD SWAM jAtay.�Q,ECTRICAL NOW AIV HAt!tEAR Uft 5HN�1�lltcNWN= 2Y Q . 10. isi•(! r Ai A w�'7V �I .�4.�.Ti. r. � � ,11'i.�ii VIAW Dk OF CMV / PIl * ALL ELEGTRNCA , COMt X SHALL NAVE n I' MIN. C [k FOR 110 VOLTS AND 2' HK OW FOR LAW VIOLTAGE. 2 SL&SHALL EVW 110' (031 W10D NNXWAFE ON ALL Eft '.i. Ii+PRM HIM TIE VEMA7W SWEET NW -0 -MY MAY IMM AN OPEN 57Rt'ET FEIM QWK WM CITY VIFAR NSNf FOR NaVOG' 4 HM OPEN MRtit'NCOM ARL IWOMW TO WfALL VAR; M NRRIBA70 LUES ANDAOR HRA ALL SMU PATCHN6 M WN THE OTY tRO f-OF44AY OU BE N ACCORPANC/E W#fN C41Y STAVAPIP ST42 Olt AS VOMMBY INE cnY ENSIM S ANY AIV ALL CHANGES SHALL BE AFPROM BY 1E RECINFAM AIV PAW* VMIOR PRIOR TO 1a'!Pl.ESWArlOK 6 ALL 8109M NSTAUATION SW.L I'2" N ACCORMU MR OW STAWPARDr,�i MA1 AG'ILA�R�' RBGOM�DATIaISi*, iTiON 20 OF THE STANDARD S W44ATM AND AS DAQEGTW BY ft MWAIM AND PARKS DIRECTOR 7 ALL NOMIAr NW SHALL. WE HIM AND FFEE FROM WBMVONS. b. ALL B.EGTRiCAr NSTALLATS NNE PARKS OR FARNGMYS SWU WE WWW SY F'11IR.IG NM R. NO OM COFDlJ1T OR POW MAY BE ALL ON D WTNNN Q•EGTRNM OR c4MROL LSE 1RENGII. SHT -_A- ofN4 CITY OF BAKERSFIELD DE'T'AILS FOR. ELECTRICAL CONDUIT TRENCHING, SLEEVING, AND BACKFILL {t y_ } ~I. t DATE REVISIONS I STANDARI PLAN NO. L-3 12D -VOLT SERVILE I - - IN GO T. pY0 um S*r:Ep $.L. - i=RONT ZEhL 5IZE A5 iEG1 M MM SB -22% OTRM Box By rr MWDIIGTS) OR AR%OV t? EM X IRRIOATIOM CONTROLLER ENGLOaURE NOTES: L iNSE SCFWI.E DO PNC Calm mm AN m 5 ALL 1►" IMALLA" MU WE N AGGOfI M2 RM 2. CONS1RNIG7 05' 000W MM CLOW V CONCRETE SLAB A5 CNfY 5TAIDAIM It LATIN N:DiTION OF ft CAUFOFiNl1 P1"M TO ItI3GEiVE THE PE05TAL MIOtNTET7 NiRLBATiON COFNTROt. CMA AND► MVWPAGTtNRISt'3 WCOMllMDASM SEGTNON 20 OF CUM C *ACT Os OWW BASE TO AOi REIATNE TIE STANDARD SF'ECBICATIOtR3, AND A6 D�G18? BY THE DEtNNTY PRIOR TO RJ4C�@tf OP CONCRETE SLABS REGRPJ�►TiON AFD PARKS DN�GTOR 5. ALL 10MYM CONTROLLEMi 18405M 9VU. M TOP mm. 6. ALL HAM" BE VENN AND FNREE FROM DNSWI& OF A VANDAL AFD M41M FZWMr NA'f, MAN#FAGTlNREO t SEE Almom LANDSCAPE / NW6ATIION FLA6 ENT MY OF 804 GRADE STAKE* STI:$ A1VLEdMPOR9WMWM9Aftft9= dtA MTM HWIPAOIM3 AID P!*`OWAWA1 4. POM COfOMEE WAN - 8' MBF. TH013M LX1L8D LANG E EREi IV . BCYOID an3DE �� of �� MTN LDIIc SLOPE &ANY AD ALL C"M MM! TILS STAND OWL BE FORR ORN A L AFAF BY 1 F45CMIM ASD FAN* OPIEM FM CITY OF BAKEItSFIELD "VISIONS DETAILS FOR TOP MOUNT, STAINLESS STEEL CONTROLLER ENCLOSURE aff 7_ of _14_ .._�_.•-• • • 1 DATE STANDARD PIAN NO. L-7 SHT ._.K.. of - APPROVED PLAN NO. L-8 GENERAL RECORD . NOTE: 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE 'FIELD RECORD' SET OF BLUE LINE PRINTS WHICH SHALL BE CORRECTED DAILY INDICATING EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECIFICATIONS, INCLUDING EXACT LOCATIONS, SIZES, AND KINDS OF EQUIPMENT. THESE DRAWANGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS AND SHALL BE THE BASIS FOR MEASUREMENT. THIS SET OF DRAWINGS SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A FIELD RECORD SET. 2. THE CONTRACTOR SHALL MAKE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWING THE WORK AS ACTUALLY INSTALLED. THESE DRAWINGS SHALL BE AVAILABLE AT ALL TIMES FOR INSPECTION AND SHALL BE KEPT IN A LOCATION DESIGNATED BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE THE LOCATION AND CHANGES OF THE FOLLOWING ITEMS INCLUDING BUT NOT LIMITED TO: 0. CONNECTIONS TO EXISTING WATER LINES b. CONNECTIONS TO EXISTING ELECTRICAL POWER C. GATE VALVES d. ROUTING OF PRESSURE MAIN LINE PIPE e. SPRINKLER CONTROL VALVES f. ROUTING OF CONTROL AND COMMON WIRE g. QUICK COUPLING VALVES h. IRRIGATION SLEEVE LOCATIONS L PLANT MATERIAL SUBSTITUTION OR LAYOUT CHANGES 4. BEFORE THE DATE OF THE FINAL INSPECTION, THE CONTRACTOR SHALL DELIVER THE CORRECTED 'FIELD RECORD' SET TO THE LANDSCAPE ARCHITECT WHO WILL USE THE INFORMATION TO CREATE A CLEAN SET OF 'RECORD DRAWINGS'. ALL WORK SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE AND IS SUBJECT TO VERIFICATION. DELIVERY OF THE 'FIELD RECOIL' SET WALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIDILITY Of FURNISHING REQUIRED INFORMATION THAT MAY BE OMITTED FROM THE PRINTS COMPILED AT THE SITE. THE LANDSCAPE ARCHITECT WILL USE THE INFORMATION TO PRODUCE: 0. A CLEAN SET OF RECORD DRAWINGS WHICH WILL BE SUBMITTED TO THE CITY OF BAKERSFIELD AS THE OFFICIAL 'RECORD DRAWANGS' FOR THE PROJECT. b. THE CONTRACTOR SHALL STAMP AND SIGN EACH SHEET TO INDICATE 'RECORD DRAWINGS' AS PROVIDED BY CONTRACTOR'S REPRESENTATIVE. C. CONTROLLER CHARTS SHALL BE PRODUCED FROM THE FINAL APPROVED 'RECORD DRAWINGS. 5. CONTROLLER CHARTS: 0. PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED AND ONE ELECTRONIC COPY. b. THE CHART SHALL SHOW THE AREA CONTROLLED BY EACH AUTOMATIC CONTROLLER AND SHALL BE REDUCED IN SIZE TO AND 11"X17" OF THE APPROVED 'RECORD DRAWINGS'. C. THE CHART SHALL BE A BLUELINE OZALID PRINT AND A DIFFERENT COLOR SHALL BE USED TO INDICATE THE AREA OF COVERAGE FOR EACH CONTROL VALVE STATION. d. WHEN COMPLETED AND APPROVED, THE CHARTS SHALL BE SEALED BY A PLASTIC LAMINATING PROCESS AND SPIRAL BOUND. THE PLASTIC LAMINATING SHEETS SHALL BE A MINIMUM OF 10 MIL THICKNESS EACH. IRRIGAMON 1. CONTRACTOR SHALL CHECK & VERIFY ALL SITE CONDITIONS, UTILITIES & WATM " I ■ / LW 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 Ijt A 1t • 15 MK 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 AREAS. PROVIDE ADJUSTABLE ARC BAKERSFIELD RECREATION AND PARKS DEPARTMENT. IN THE EVEN THIS MAIar NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL :. MAW ' . ' _, l SLAB - LAN / \\ ,Nam 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 W ENGINEER. _- • `. �. TWOt PAVEMENTS WHEN LOW HEAD DRAINAGE WILL CAUSE WATER WEEPING ONTO 12. THE SYSTEM IS DESIGNED FOR THE PERFORMANCE LISTED ON THE IRRIGATION 't - f SCHEDULE. CONTRACTOR WILL VERIFY ON-SITE WATER PRESSURE AND WILL ;••,Y (Oreater thien 2.0v 00men)r ADJUST SYSTEM DESIGN IF APPROPRIATE. 5. ALL LOCATIONS OF IRRIGATION COMPONENTS ARE APPROXIMATE AND _ NM. , DIAGRAMMATIC AS SHOWN. CONTRACTOR IS RESPONSIBLE FOR THE ACTUAL :, , :, W It PLACEMENT OF EACH COMPONENT AND FOR OBTAINING APPROPRIATE IRRIGATION .r, ,. = ----» WL BE Wam 1tWWLONFft1AFE6NALLrr1W=JWMOR BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S Z 4 VALVES =0 • ON MONr _ r10 (0-v POSSIBLE. VALVE BOXES SHOULD BE PERPENDICULAR TO THE SIDEWALK, CURB OR 6. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN WALL. rMAMPGROM AV FWVVOV"` 1040106M:. POSSIBLE. 15. CONTRACTOR WILL SUPPLY LAMINATED TWO (2) 11x17 INCH AND ONE (1) W CL REPRODUCIBLE AS -BUILT DRAWINGS TO THE CITY OF BAKERSFIELD RECREATION ffw7, AND PARKS DEPARTMENT. ANY WALK OR PAVEMENT TO BE INSTALLED 2.5 FEET DEEP, IN SCH. 40 PVC wnw"am my it 11100110" ANP "mommm SLEEVES AT TWICE THE DIAMETER OF THE IRRIGATION LJNE UNLESS OTHERWISE 16. USE ONLY 711 PVC CEMENT AND PRIMER. NOTED. ALL ELECTRICAL CONDUITS SHALL HAVE 1" MIN. DIA FOR 110 VOLTS AND mm FOR 41 mm `.e , , -m CONTROLLER IDENTIFICATION. 8. SLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COIL OF EXCESS WARE AT EACH SPLICE. LABEL ALL WIRES WATH MWM SEE CM STMAV 4 SW L-4 «i, 4 LEGEND FOR CITY OF BAKERSFIELD USE. BIDDING CONTRACTOR SHALL NOTE THAT PLAN SHALL PREVAIL WHEN VERIFYING QUANTITIES OF IRRIGATION EQUIPMENT AND 9. INSTALL VALVE BOXES 12" FROM AND PERPENDICULAR TO WALKS, CURB, LAWN, COMPONENTS. SA4s . - / � • BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND :/ :, EACH BOX SHALL BE 6" APART. SHORT SIDE OF THE VALVE BOX SHALL BE :r,- r POSM ,. , PARALLEL TO WALK, CURB, LAWN ETC. INSTALL ONE VALVE PER BOX ONLY. CIT Y OF BAKERSFIELD -TVA m DEPARTMENT. DETAILS O. POTABLE VALVE THE SAME SIZE AS VALVE ® EACH VALVE LOCATION. WATER PROTECTION 21. CONTRACTOR SHALL ENGRAVE THE LETTERS "IR" ON THE FACE OF THE CURB WHERE SLEEVE CROSSINGS ARE LOCATED. mc) • 1 SHT ._.K.. of - APPROVED PLAN NO. L-8 GENERAL RECORD . NOTE: 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE 'FIELD RECORD' SET OF BLUE LINE PRINTS WHICH SHALL BE CORRECTED DAILY INDICATING EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECIFICATIONS, INCLUDING EXACT LOCATIONS, SIZES, AND KINDS OF EQUIPMENT. THESE DRAWANGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS AND SHALL BE THE BASIS FOR MEASUREMENT. THIS SET OF DRAWINGS SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A FIELD RECORD SET. 2. THE CONTRACTOR SHALL MAKE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWING THE WORK AS ACTUALLY INSTALLED. THESE DRAWINGS SHALL BE AVAILABLE AT ALL TIMES FOR INSPECTION AND SHALL BE KEPT IN A LOCATION DESIGNATED BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE THE LOCATION AND CHANGES OF THE FOLLOWING ITEMS INCLUDING BUT NOT LIMITED TO: 0. CONNECTIONS TO EXISTING WATER LINES b. CONNECTIONS TO EXISTING ELECTRICAL POWER C. GATE VALVES d. ROUTING OF PRESSURE MAIN LINE PIPE e. SPRINKLER CONTROL VALVES f. ROUTING OF CONTROL AND COMMON WIRE g. QUICK COUPLING VALVES h. IRRIGATION SLEEVE LOCATIONS L PLANT MATERIAL SUBSTITUTION OR LAYOUT CHANGES 4. BEFORE THE DATE OF THE FINAL INSPECTION, THE CONTRACTOR SHALL DELIVER THE CORRECTED 'FIELD RECORD' SET TO THE LANDSCAPE ARCHITECT WHO WILL USE THE INFORMATION TO CREATE A CLEAN SET OF 'RECORD DRAWINGS'. ALL WORK SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE AND IS SUBJECT TO VERIFICATION. DELIVERY OF THE 'FIELD RECOIL' SET WALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIDILITY Of FURNISHING REQUIRED INFORMATION THAT MAY BE OMITTED FROM THE PRINTS COMPILED AT THE SITE. THE LANDSCAPE ARCHITECT WILL USE THE INFORMATION TO PRODUCE: 0. A CLEAN SET OF RECORD DRAWINGS WHICH WILL BE SUBMITTED TO THE CITY OF BAKERSFIELD AS THE OFFICIAL 'RECORD DRAWANGS' FOR THE PROJECT. b. THE CONTRACTOR SHALL STAMP AND SIGN EACH SHEET TO INDICATE 'RECORD DRAWINGS' AS PROVIDED BY CONTRACTOR'S REPRESENTATIVE. C. CONTROLLER CHARTS SHALL BE PRODUCED FROM THE FINAL APPROVED 'RECORD DRAWINGS. 5. CONTROLLER CHARTS: 0. PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED AND ONE ELECTRONIC COPY. b. THE CHART SHALL SHOW THE AREA CONTROLLED BY EACH AUTOMATIC CONTROLLER AND SHALL BE REDUCED IN SIZE TO AND 11"X17" OF THE APPROVED 'RECORD DRAWINGS'. C. THE CHART SHALL BE A BLUELINE OZALID PRINT AND A DIFFERENT COLOR SHALL BE USED TO INDICATE THE AREA OF COVERAGE FOR EACH CONTROL VALVE STATION. d. WHEN COMPLETED AND APPROVED, THE CHARTS SHALL BE SEALED BY A PLASTIC LAMINATING PROCESS AND SPIRAL BOUND. THE PLASTIC LAMINATING SHEETS SHALL BE A MINIMUM OF 10 MIL THICKNESS EACH. IRRIGAMON 1. CONTRACTOR SHALL CHECK & VERIFY ALL SITE CONDITIONS, UTILITIES & 10. 00 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 AREAS. 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 CONNECTION 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 W ENGINEER. 4. INSTALL RAIBIRD SEAL-A-MATIC HEADS AT ALL LOW SPOTS ADJACENT TO PAVEMENTS WHEN 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 0 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 Z REPRESENTATIVE PRIM TO PLACING THE COMPONENT. 14. INSTALL ALL VALVES AND Q.C.V. HIDDEN AND IN SHRUB BEDS WHERE 7E 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 ~ POSSIBLE. 15. CONTRACTOR WILL SUPPLY LAMINATED TWO (2) 11x17 INCH AND ONE (1) W CL 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 0 SLEEVES AT TWICE THE DIAMETER OF THE IRRIGATION LJNE 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 CONTROLLER IDENTIFICATION. 8. SLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COIL OF EXCESS WARE AT EACH SPLICE. LABEL ALL WIRES WATH 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 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 (REO), 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 a DEPARTMENT. 20. CONTRACTOR SHALL PROVIDE & INSTALL A SCH. 80 PVC UNION & BALL VALVE THE SAME SIZE AS VALVE ® EACH VALVE LOCATION. 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 3 M M O Z o0 U O d - Z u- 1 Q J LJ U ,Mtn W t cil w 1-0 N Ix U-1 Q m O u® z W Lu z E5 z W CD z z Q J m � � Z Q Q CL CJ�0 ui CL W W Z 0 QaQ J _ 1 Z W O� W W Z 7E 0 �w ~ 'Q 0. W CL Q Z ao < 0 Z W W - a � m a mc) oCL U ,¢ w o r� o z 0 ,1, w Of �Loto 0 N N v �r- co Z Q Q CL CJ�0 ui CL W W 0 QaQ J _ 1 Z W W W Z 7E 0 ~ 'Q 0. W CL Q Z ao < 0 Z W W - a � m a �1 FINISH GRADE/TOP OF MULCH �2 QUICK -COUPLING VALVE: RAIN BIRO MODEL 44LRC �3 VALVE BOX WITH COVER: RAIN BIRD VB-6RN0 �4 3 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL {LENGTH AS (REQUIRED) �6 BRICK (1 OF 2) O PVC SCH 40 STREET ELL 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 �1 IRRIGATION CONTROLLER: RAIN BIRO ESP-LXME CONTROLLER IN PLASTIC CABINET. INSTALL CONTROLLER AND CABINET INTO V.I.T. SB22SS STAINLESS STEEL ENCLOSURE PER MANUFACTURER'S RECOMMENOATIONS. @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 a GROUND RESISTANCE OF 10 OHMS OR LESS. F ESP- LXME CONTROLLER IN PLASTIC CABINET L -f PER RAIN BIRD SPECIFICATIONS N.T.S FEBCO MODEL 825Y L-� REDUCED PRESSURE ASSEMBLY - OUTSIDE INSTALLATION N.T.S ••, :.s.• E: ., •• . RESILIENT WEDGE GATE VALVE W/ - THREADED ENDS & 2" OPERATING NUT PVC SCH. 40 ADAPTER MAINLINE - PVC PIPE (TYP). 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 7•.: j. .. NOTES: 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE, THE OPERATOR IS A WRENCH NUT. 2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 01 FINISH GRADE/TOP OF MULCH O ROOT WATERING SYSTEM: RAIN BIRO RWS O SWING ASSEMBLY (INCLUDED) 0 1/2- (1,3 CM) MALE NPT INLET (INCLUDED) �5 PVC SCH 40 TEE OR EL O PVC OR POLYETHYLENE LATERAL PIPE �7 OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS 8� 4" (10,2 CM) WIDE X 36" (91,4 CM) LONG RIGID BASKET WEAVE CANISTER (INCLUDED) 9� PLANT ROOT BALL &A z y: ofn�m p 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-8-1401: 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, ADD 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. �1 FOOT WATEWNG SYSTEM INSTALLATION FOR TREES L-6 F`ER RAIN ego sPEc19caTKM N.T.S I OF PIPE OF PIPE �1 30 -INCH LINEAR LENGTH OF WIRE, COILED U2 WATERPROOF CONNECTION RAIN BIRO SPLICE -1 (1 OF 2) �3 ID TAG: RAIN BIRD VID SERIES O4 REMOTE CONTROL VALVE: RAIN BIRD PESB-PRS-O WITH NP-HAN �5 VALVE BOX WITH COVER: RAIN BIRD VB -STD 60 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 PES SERIES PER RAIN BIRD SPECIFICATIONS N.T.S - R_.4/N� N- H ISOLATION GATE VALVE DETAIL M �-6N.T.S �-6 FLOW SEM30R + MASTER VALVE (NORMALLY CLOSED) PER RAIN BIRD SPECFICATIONS N.T.S 1 RAIN BIRO PE/BPE SERIES MASTER VALVE 36 -INCH LENGTH OF COILED WIRE TO SATELLITE CONTROLLER MASTER VALVE CIRCUIT 3 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL 40 BRICK ( 1 OF 4) VALVE BOX WITH COVER - 12 -INCH SIZE © FINISH GRADE RAIN BIRD FS SERIES �J 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 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 ELI_ G PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE 16 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL 1 RAIN BIRD PE/BPE SERIES MASTER VALVE 0 36 -INCH LENGTH OF COILED WIRE TO 2 SATELLITE CONTROLLER MASTER VALVE CIRCUIT 0 3.0 -INCH MINIMUM DEPTH OF 3 3/4 -INCH WASHED GRAVEL 4 BRICK 1 OF 4 0 VALVE BOX WITH COVER - 12 -INCH SIZE FINISH GRADE a 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 1OX PIPE 5X PIPE -- DIAMETER DIAMETER UPSTREAM DOWNSTREAM BACKFLOW Mv F M V MASTER VALVE EXAMPLE: IF IT IS A 2" FLOW SENSOR, IT WOULD BE 2" X 10 = 20" UPSTREAM MINIMUM; DOWNSTREAM WOULD BE 2" X 5 = 10" OF RF FLOW SENSOR STRAIGHT PIPE MINIMUM 0 Q MODEL PCB BUBBLER QFINISH GRADE @3 RAINBIRD SA SERIES SWING ASSEMBLY ® LATERAL TEE OR ELL S&ATERAL PIPE v -! 1I kill i I` N.T.S INSTALL ONE PCB BUBBLER PER SHRUB, TYP. PCB BUB�ER PER LINTER SPECIFICATIONS N.T.S CENTERED MAINLINE 0 BACK-/ OF SIDEWALK BUBBLER Lj a LATERAL LINE 12" BACK OF EACH SHRUB. TYPICAL PLANTING 8 IRRIGATION LAYOUT N.T.S BLOCK WALL ELDORA00 STONE VENEER CLIFSTONE. COLOR: CAMBRIA. ENGRAVED THE 15" HIGH LETTERS. COLOR: 40% GLOSS BLACK POWOERCOAT 4" THICK POUR IN PLACE 3" WIDE PRECAST CONCRETE SILL CONCRETE WALL CAP. CHAMFER EDGES TO FORM FRAME. 4". THICK POUR IN PLACE COLOR: FRENCH GRAY. CONCRETE WALL CAP.. 8" X 8" X 16" CMU -SMOOTH. COLOR: FRENCH GRAY. COLOR: BURNISHED TO ACT AS QUOINS. -0„ o 6" X 8" X 16" ACCENT PRECISION BLOCK. COLOR: BURNISHED. TOP TWO COURSES. SECOND COURSE ALTERNATE WITH THE REST OF THE WALL. jj •f: co :.r j'r.•. 'S r •t ay � i `•1 is '; • lt. v f'• I S 1. I O jr J:r•: •-s . y r•s•: . r w ' is ,4 '_ '.! • a'• . i. *t : • i L•� I x I II at t h -- 116" f-- - - --- 15' 0" 6" X 8" X 16" CONCRETE. 32" / 9'-4" COLOR: SAND. " " ,! PRECAST CONCRETE. fi X 8 X 16 PRECISION BLOCK. SEE SHEET L-7 FOR COLOR: SAND MATERIAL & LAYOUT OF INSET CL CORNER MONUMENT ELEVATION- COLLECTOR/ARTERIAL & LOCAL INTERSECTION SCALE: N.T.S. 1.5-6758 Ph 3 rn M �cn O z ao U ir d - z I Q J W U M co 3 � w m co N W Q m 0 J® cn Z a 0 a tl30 �a uio- W W � z 0 <t J =c,�aco 1 Z o� - W W Vf z W Q L1. W w z Gow Z to m W W :• W Cc Ix<0__j Q r M a ma C) 13 - CL W Lu �I C, z d ,y, W <0110 N N cn Z a 0 a tl30 �a uio- W W � Ina 0 <t J =c,�aco 1 Z - W W W Q L1. W z Gow Z to m W W :• W Cc Q r M a A. GENERAL NOTES: 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 (AND 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 (I) YEAR. ALL MATERIALS USED SHALL CARRY A MANUFACTURERS 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. B. FIELD OBSERVATIONS: 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 HOLD 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 RM THE CITY OF BAKERSFIELD } SHALL INFORM 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 140k5 hij0Z4hia�)tow�'� 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. SCOPE OF WORK: 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. REJECTION 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. O 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 PLAN'T'ING 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 LITH 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. 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