Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1.5-6968 Ph 1 & 9
t;Lim a] m- TRACT. 6968 PHASE'S 1 ki garAtlail, REMAINDER PARCEL PER LOT 14 LOT 15 P.M.W. N o 712 SALES MAP OF LANDS OF SALES MAP OF LANDS OF SK. 5862, P G. 291 O.R. KERN COUNTY LAND CO. 1CM COUNTY LAND CO. LIMITS OF PUBLIC LANDSCAPE cONslRucT1OV LIMITS APEETCHART ROAD CONSTRUCTION ol .�' 4 5 16 1 7 18 1 9 110 y 4 7 3 � i � � � i 11 12 13 14 15 16 17 18 19 20 21 22 PHA E9 Al - F to � 2 � STR€E� - --. 41 40 39 38 37 36 35 34 33 1 32 31 3029 128 27 2fi 25 24 23 y 3tt ; r r o Q a5l i {"x fli $_ 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 ' 4 S t S d a 4 _ P 8 1 3_ASE- _ - - .,,.�yy�r _ ri - - =- 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 ti { { r€F ! s. .... if f? { {t 42 # a?s 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 18 41 17 19 Ml LA A Q 'Hill , f x 40 i E STREET- _ k -DES }. - F<; - ij.' 39 �� 38 37 36 35 3 32 31 30 29 28 27 T2625 24 23 22 21 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1fi 17 18 19 20 21 L�PmA$E 6 ta----EST-E£-P�kR�: �f�E�1� - - ---• C) 1t7 N! - - 42 41 40 [39 38 137 36 35 34 33 T323130 29 28 27 26 25 24 23 22 r " i ---� 1 2 3 4 5 6 7 8 9 T 10 11 12 13 14 15 16 17 18 19 20 21 PHASE 5 _ y �:7 {{-TtT D-STREII IF- 42 41 40 39 38 37 36 3534 33 32 31 30 29 28 27 26 25 24 23 22 i 1 1 2 3 4 5 6 7 8 9 10 1 11112 13 14 15 16 17 18 19 20 21 !lHAS 4 42 41 40 3938 '37136 35t34 33 32 31 30 29 28 27 26 25 24 23 22 T�S , 1 23 4 5 6 7 8 9 10 11 12 14 15 16 17 18 19 20 21 42 41 40 39 38 37 36 35 34 33 32[31 30 29 28 27 26[25T-1 4 23 22 i s { ! f 0 1 IT) I t i � r # _ _ _ __� � � ( T-1� �) � i 1 23 4 5 6 7 8 9 10 11 12113 14 15 16 17 1$ 19 20 21 �C6 H S 2 s- �C LA-JU14TA-STREC-�--� - - - - - - -. 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 12 3 4 5 6 7 $ %7. 10 11 12 13 14 15 16 17 18 19 20 PHASE1 s4 38 37 36 35 34 33 32 31 30 29 28 27 2fi 25 24 23 22 �� r 21 00 jr..z LOT 32 SALES MAP Of LANDS OF KERN COUNTY LAND CO. ( SNUVV ROAD I LIMITS OF PUBLIC VESTING TENTATIVE -� �� �-� 1\40. 7229 I I � , � LANDSCAPE CONSTRUCTION I.ANOSCAPE LIMITS COISTRUC110N ( p PARCEL A ry�gjgp I 1 PABA 1 ' pPARCEL 2� Pht 8K. 37, P.M. No. 8740 P.M. SK. 37, I { P.AA. BC 37, PG. 173 PGL 173 PG 173 KEY MAP. SCALE: 1 "=200' Y,f Dpi. T"eiI &z -y- t ►�'i1c�v��? l �2�a►2 �"c, -c'�� S;�L�.'�' � �.rw'� -rbc., r�t�4u SCALE: 1 " = 200' 200 100 0 200 400 1. PRIOR TO START OF ANY PHASE OF CONSTRUCTION, ALL UTILITIES, METERS (POWER & WATER) MUST BE SET AND FULLY OPERATIONAL. 2. CONTRACTOR MALL 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. 3. CONTRACTOR MALL 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 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 RECREA11ON 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 HOES. IF POSITIVE DRAINAGE DOES NOT EXIST NOTIFY CITY OF BAKERSFIELD RECREA11O N 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 SOL AMENDMENTS SEE SPECIFICATIONS WHETHER A SOLS 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 WRITING 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 MALL 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 MALL 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 REC REA11ON 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 SOL PREPARED, AND THE WORK APPROVED BY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE. 19. PROVIDE ROOT BARRIER 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 MALL INSTALL A 6" CONCRETE MOWiLICURB AS PER CITY OF BAKERSFIELD STANDARDS AT EACH PHASE LINE AND LIMIT OF CONSTRUCTION LINE. 22. EXISTING PLANT MATERIAL MOWN IS FOR REFERENCE ONLY. THE CONTRACTOR MALL 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 CHANCE PER CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 26. CONTRACTOR SHALL DEMONSTRATE TO OWNER'S REPRESENTATIVE THE FURNISHING AND INSTALLATION OF SPECIFIED SOL AMENDMENTS WHETHER A SOLS 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. CONTRACTOR SHALL INDICATE IRRIGATION SLEEVES BY CHISELING "IR" ON THE FACE AT EACH LOCATION. 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 MALL INCLUDE COPY, DIMENSIONS, COLOR MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S). APPROVAL OF WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL. OF ANY SIGNAGE. 31. UNIFORM DEVELOPMENT IS REQUIRED FOR THIS PROJECT. SHOULD ANY PORTION OF ANY PHASE OR SUBSEQUENT PHASES BE CONSTRUCTED AT DIFFERENT INTERVALS WHERE THE PONT OF CONNEC11ONS ARE LOCATED IN AN AREA OTHER THAN THE CURRENT PROJECT AREA, THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL INCURRED COSTS ASSOCIATED WITH THE AFFECTED AREAS UNTIL THE PROJECT'S MAINTENANCE PERIOD HAS BEEN COMPLETED AND A WRITTEN FINAL ACCEPTANCE FROM THE C.O.B. HAS BEEN ACHIEVED. 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 UNE SCHEMATIC FOR IRRIGA11ON 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 MALL 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 MALL BE APPLIED BY A CERTIFIED PEST CONTROL APPLICATOR. 24 HOUR NOTICE IS REQUIRED PRIOR TO START OF CONSTRUCTION. CALL CITY CONSTRUCTION SECTION AT (661) 32673049 AND CITY PARKS AT (661) 326-3354 BEFORE ANY EXCAVATION CONTACT USA UNDERGROUND SERVICE ALERT, 1-800-227-2600, FOR LOCATIONS OF EXISTING UTILITIES. ..T im 1r r MOM v.M. J.J.7 U JJ\ nVdJ W #t J 1%#, 1- V. JV FOUND CH. 1 /4 CIRCLE ON TOP OF CURB AT WEST END OF THE SOUTHWEST CURB RETURN AT MAIL CREEK/SNOW ROAD ELEVATION = 403.02' (PER 2003 COUNTY DATUM) THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE BACK OF WALK TO TIS BACK OF FALL LS: 38y962 SF. THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE BACK OF CIBB TO 1M BACK OF WALL M- 55,208 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 CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION, K.C.E. � SSS11, tXf'. 6-JSt)-11� REVIEWED BY: RECREATION AND PARKS DEPARTMENT DATE REVIEWED BY: �....-- . TRAFFIC ENGINEER DATE APPROVED '� l NICOLAS C. FIDLER PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD DATE R.C.E.# 61069, EXP. 12-31-j APPROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENANCE. INDEX OF SHEETS SHEET ITI TLE CD L-1 TITLE SHEET O 11111111© L-2 PLANTING PLAN LOT 17 z N LANDS OF KERN L-3 PLANTING P LAN COUNTY LAND CO. =) Z 00 20.01 GR. AC. L-4 PLANTING DETAILS & NOTES 0w1* L-5 IRRIGATION PLAN o cp L-6 IRRIGATION PLAN W Qi L-7 IRRIGATION DETAILS & NOTES O L-8 IRRIGATION DETAILS M- L-9 SPECIFICATIONS LOT 32 SALES MAP Of LANDS OF KERN COUNTY LAND CO. ( SNUVV ROAD I LIMITS OF PUBLIC VESTING TENTATIVE -� �� �-� 1\40. 7229 I I � , � LANDSCAPE CONSTRUCTION I.ANOSCAPE LIMITS COISTRUC110N ( p PARCEL A ry�gjgp I 1 PABA 1 ' pPARCEL 2� Pht 8K. 37, P.M. No. 8740 P.M. SK. 37, I { P.AA. BC 37, PG. 173 PGL 173 PG 173 KEY MAP. SCALE: 1 "=200' Y,f Dpi. T"eiI &z -y- t ►�'i1c�v��? l �2�a►2 �"c, -c'�� S;�L�.'�' � �.rw'� -rbc., r�t�4u SCALE: 1 " = 200' 200 100 0 200 400 1. PRIOR TO START OF ANY PHASE OF CONSTRUCTION, ALL UTILITIES, METERS (POWER & WATER) MUST BE SET AND FULLY OPERATIONAL. 2. CONTRACTOR MALL 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. 3. CONTRACTOR MALL 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 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 RECREA11ON 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 HOES. IF POSITIVE DRAINAGE DOES NOT EXIST NOTIFY CITY OF BAKERSFIELD RECREA11O N 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 SOL AMENDMENTS SEE SPECIFICATIONS WHETHER A SOLS 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 WRITING 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 MALL 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 MALL 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 REC REA11ON 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 SOL PREPARED, AND THE WORK APPROVED BY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE. 19. PROVIDE ROOT BARRIER 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 MALL INSTALL A 6" CONCRETE MOWiLICURB AS PER CITY OF BAKERSFIELD STANDARDS AT EACH PHASE LINE AND LIMIT OF CONSTRUCTION LINE. 22. EXISTING PLANT MATERIAL MOWN IS FOR REFERENCE ONLY. THE CONTRACTOR MALL 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 CHANCE PER CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 26. CONTRACTOR SHALL DEMONSTRATE TO OWNER'S REPRESENTATIVE THE FURNISHING AND INSTALLATION OF SPECIFIED SOL AMENDMENTS WHETHER A SOLS 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. CONTRACTOR SHALL INDICATE IRRIGATION SLEEVES BY CHISELING "IR" ON THE FACE AT EACH LOCATION. 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 MALL INCLUDE COPY, DIMENSIONS, COLOR MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S). APPROVAL OF WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL. OF ANY SIGNAGE. 31. UNIFORM DEVELOPMENT IS REQUIRED FOR THIS PROJECT. SHOULD ANY PORTION OF ANY PHASE OR SUBSEQUENT PHASES BE CONSTRUCTED AT DIFFERENT INTERVALS WHERE THE PONT OF CONNEC11ONS ARE LOCATED IN AN AREA OTHER THAN THE CURRENT PROJECT AREA, THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL INCURRED COSTS ASSOCIATED WITH THE AFFECTED AREAS UNTIL THE PROJECT'S MAINTENANCE PERIOD HAS BEEN COMPLETED AND A WRITTEN FINAL ACCEPTANCE FROM THE C.O.B. HAS BEEN ACHIEVED. 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 UNE SCHEMATIC FOR IRRIGA11ON 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 MALL 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 MALL BE APPLIED BY A CERTIFIED PEST CONTROL APPLICATOR. 24 HOUR NOTICE IS REQUIRED PRIOR TO START OF CONSTRUCTION. CALL CITY CONSTRUCTION SECTION AT (661) 32673049 AND CITY PARKS AT (661) 326-3354 BEFORE ANY EXCAVATION CONTACT USA UNDERGROUND SERVICE ALERT, 1-800-227-2600, FOR LOCATIONS OF EXISTING UTILITIES. ..T im 1r r MOM v.M. J.J.7 U JJ\ nVdJ W #t J 1%#, 1- V. JV FOUND CH. 1 /4 CIRCLE ON TOP OF CURB AT WEST END OF THE SOUTHWEST CURB RETURN AT MAIL CREEK/SNOW ROAD ELEVATION = 403.02' (PER 2003 COUNTY DATUM) THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE BACK OF WALK TO TIS BACK OF FALL LS: 38y962 SF. THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE BACK OF CIBB TO 1M BACK OF WALL M- 55,208 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 CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION, K.C.E. � SSS11, tXf'. 6-JSt)-11� REVIEWED BY: RECREATION AND PARKS DEPARTMENT DATE REVIEWED BY: �....-- . TRAFFIC ENGINEER DATE APPROVED '� l NICOLAS C. FIDLER PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD DATE R.C.E.# 61069, EXP. 12-31-j APPROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENANCE. �IIIIIIIII 0) CD J llto O 11111111© co tY_ z N w c t 0 O =) Z 00 CL 9L �- w 0w1* co z co o cp p W W Qi V W UM O W H M- H w co � J� o a CE �. w (o >- co N � w 0 U m � � 6 CV two > U C � V P �IIIIIIIII 0) J cor Q. J Lu z w c t 0 W = =) W CL 9L IlE w 0 00 co z co o cp p W W Qi V J O W H M- H In Z � J� W CE '�. co 0 U 1.5-6968 Ph 1 & 91 —LINEOF SIGHT --65V 17+00 18+00 19+00 / f55'-66' R W VARIES 04I t48'-59' 6' 1 10' Q I SNO I 0 W R AD i VARIES I EASEMENTLANDSCAPS I 2' 1 W� z EX. A.C. =1 t PAVEMENT) VARIES 29° ( N� f36'A f47' VARIES z n. O uj u - w 2.0% * SEE STREET IMPROVEMENT PLANS SECTION - SNOW ROAD L- 2 NOT TO SCALE 8' BLOCK WALL -- 32" PAD ELEV. �\v -PROPOSED 6' COMBINATION SIDEWALK* PROPOSED CURB & GUTTER * C) 0 1 pz N l J + Nz1 ,U <C F- U) 75 1 22+00 PAS 2 PM No 8740 PJiA. BK 37, PQ 173 SPECIALTY WALL. SEE DETAIL C, SHEET L-4 QTY BOTANICAL COMMON Ile REMARKS LL W - 1 ' NAME 1 1 PHASE 1 Lai 0 6 J W CRAPE MYRTLE • MULTI -TRUNK DECIDUOUS W �� W SIDEWALK_ — — - — U) 1.5"-2.5' 33 � . -- cn 75 Q 1 p W© Z AoV SPECIALTY WALL SEE DETAIL C, SHEET L-4 r c)N eLINE �F-1 1 0.3 L 0F$'lGHT=650- 20+00 21+00 CHERRY 1.5 -2.5 TREECALIPER '' `�r�►vii: �!� ►: ��►.T�►�;'�`�r.�.''►.Ta►!'� .?!'' 24' BOX STANDARD --------- 18 PISTACIA CHINENSIS CHINESE DECIDUOUS C) 0 1 pz N l J + Nz1 ,U <C F- U) 75 1 22+00 PAS 2 PM No 8740 PJiA. BK 37, PQ 173 SPECIALTY WALL. SEE DETAIL C, SHEET L-4 PARC2 PAL No 8740 PJA BK 37, PQ. 173 I I NOTES: • ALL SHRUBS SHALL BE 5 GAL. CONTAINER SIZE OR LARGER. • MASS SHRUB PLANTING TO BE 1 GAL. CONTAINERS SPACED 18" O.C. SNOW ROAD: • 1 TREE PER 30' OF LINEAL STREET FRONTAGE 44 TREES 1320' OF STREET FRONTAGE/30 = 44 TREES • PROVIDED 44 TREES • 50% TO 70% OF REQUIRED TREES TO BE EVERGREEN 22 TREES 44 TREES REQ. X 507 = 22 EVERGREEN TREES MIN. • PROVIDED 23 TREES PHASE 1 ou 1 29 i 1 I �8 I 27 1 1 PROPOSED TRACT WALL I I I 1 LL SNOW ROAD �� I I I Iw J 1 I 1 PROPOSED TRACT WALL I 10 J 1'W _ ® m I -NEO SIGHT=650' W w ---------------- -- - — — -- _ --------- -- ----- R/W I - - - - c m 1 SIDEWALKc p IL�w C.? Z N 169'-7' MIN. J 0+0 PLACE THE TREE BEHIND 1 = Lo UNE OF SIGHT 1 U N 301'-6' MIN. Q PLACE THE TREE BEHIND Q H UNE OF SIGHT 1 U) 1 23+00 I 1 i 24+00 25+00 i 1 PARCEL 1 N I PAL No 8740 < i� I PAL BK. $7, PQ 173 26+00 27+00 r � SNOW ROAD r =a.00 I I I PAROL 1 I PM No 8740 � c' i PARC�"L 2 I PAL No 8744 PM BK 37, PJA BK 37, PQ. V3 I PQ 173 i I I 29+00 z 0 1= C.) �f5 3 V SCALE: 1" = 20' 20 10 0 20 40 30+00 N.T.S. PLANTING LEGEND 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 POlEN11AL CHANGES IN PLANT MATERIALS. KEY QTY BOTANICAL COMMON SIZE REMARKS LL W - 1 ' NAME 1 1 � TREE 0 6 J W CRAPE MYRTLE m MULTI -TRUNK DECIDUOUS W `" W SIDEWALK_ — — - — U) 1.5"-2.5' TREE 7 4-1 _ Q 1 p W© Z AoV 1 r c)N 1 �F-1 1 0.3 20+00 21+00 CHERRY PARC2 PAL No 8740 PJA BK 37, PQ. 173 I I NOTES: • ALL SHRUBS SHALL BE 5 GAL. CONTAINER SIZE OR LARGER. • MASS SHRUB PLANTING TO BE 1 GAL. CONTAINERS SPACED 18" O.C. SNOW ROAD: • 1 TREE PER 30' OF LINEAL STREET FRONTAGE 44 TREES 1320' OF STREET FRONTAGE/30 = 44 TREES • PROVIDED 44 TREES • 50% TO 70% OF REQUIRED TREES TO BE EVERGREEN 22 TREES 44 TREES REQ. X 507 = 22 EVERGREEN TREES MIN. • PROVIDED 23 TREES PHASE 1 ou 1 29 i 1 I �8 I 27 1 1 PROPOSED TRACT WALL I I I 1 LL SNOW ROAD �� I I I Iw J 1 I 1 PROPOSED TRACT WALL I 10 J 1'W _ ® m I -NEO SIGHT=650' W w ---------------- -- - — — -- _ --------- -- ----- R/W I - - - - c m 1 SIDEWALKc p IL�w C.? Z N 169'-7' MIN. J 0+0 PLACE THE TREE BEHIND 1 = Lo UNE OF SIGHT 1 U N 301'-6' MIN. Q PLACE THE TREE BEHIND Q H UNE OF SIGHT 1 U) 1 23+00 I 1 i 24+00 25+00 i 1 PARCEL 1 N I PAL No 8740 < i� I PAL BK. $7, PQ 173 26+00 27+00 r � SNOW ROAD r =a.00 I I I PAROL 1 I PM No 8740 � c' i PARC�"L 2 I PAL No 8744 PM BK 37, PJA BK 37, PQ. V3 I PQ 173 i I I 29+00 z 0 1= C.) �f5 3 V SCALE: 1" = 20' 20 10 0 20 40 30+00 N.T.S. PLANTING LEGEND 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 POlEN11AL CHANGES IN PLANT MATERIALS. KEY QTY BOTANICAL COMMON SIZE REMARKS WUCOLS NAME NAME TREE 6 LAGERSTROEMIA 'MUSKOGEE CRAPE MYRTLE 24' BOX MULTI -TRUNK DECIDUOUS 0.3 1.5"-2.5' TREE CALIPER 12 PRUNUS CAROL.INIANA CAROLINA LAUREL 24' BOX STANDARD EVERGREEN 0.3 CHERRY 1.5 -2.5 TREECALIPER 24' BOX STANDARD 18 PISTACIA CHINENSIS CHINESE DECIDUOUS 0.3 'KEITH DAVEY PISTACHE 1.5"-2.5' TREE CALIPER 24' BOX STANDARD 11 QUERCUS ILEX HOLY OAK EVERGREEN 0.3 1.5"-2.5' TREE CALIPER SHRUB # 20 DIETES VEGETA FORTNIGHT LILY 5 GAL ER RGRNG SH UB FLOLIGUSTRUM 0.3 243 JAPONICUM TEXAS PRIVET 5 GAL EVERGREEN SHRUB 0.3 'TEXANUM' 78 CAWSTEMON 'LITTLE BOTTL£BRUSH 5 GAL EVERGREEN 0.3 JOHN FLOWERING SHRUB 119 RHAPHIOLEPIS 1� INDIAN HAWTHORN 5 GAL EVERGREEN 0.3 ORIENTAL PERL FLOWERING SHRUB 61 SALVIA LEUCANIHA MEXICAN BUSH 5 GAL EVERGREEN 0.2 SAGE FLOWERING SHRUB WUCOLS = WATER USE CLASSIFICATIONS OF LANDSCAPE SPECIES. WUCOLS PLANT FACTOR SETTINGS: HIGH WATER USE PLANTS: 0.7-1.0 MODERATE WATER USE PLANTS: 0.4-0.6 LOW WATER USE PLANTS: 0.2-0.3 VERY LOW WATER USE PLANTS: 0-0.1 REFER TO SHEET L-1 FOR GENERAL NOTES REFER TO SHEET L-4 FOR PLANTING NOTES REFER TO SHEET L-4 FOR MAINTENANCE NOTES REFER TO SHEET L-4 FOR PLANTING DETAILS REFER TO SHEET L-9 FOR SPECIFICATIONS 1.5-6968 Ph 1 & 9 �IIIIIIIII 1.5-6968 Ph 1 & 9 - 16+00 0 - 16+60.08 I I I I 17+00 ETCHART ROAD 18+00 - - - ----�- - - - - - I - I 1 9+nn n" a .wrariar .nn e�rrrarrra r t•ar . a r�rre� �i FUTURE A.C. a z PAVEMENT o 2% ml -i VARIES 45' TO 50.78' VARIES 34' TO 39.78' 3.4% MAX 1.5 R/W PA 3 ±7'-z±94' V IES I ( 6' BLOCK i I WALL 2.07-- 2' .0% 2' EASEMENT 2r� 1� � PAD ELEV. I fk SEE STREET IMPROVEMENT PLANS PROPOSED 6 COMBINATION SIDEWALK * rff'N� SECTION -- ETCHARD ROAD PROPOSED CURB &GUTTER L- 3 NOT TO SCALE 20+00 2'-x00 - - - - - _ R -s I LL' SIDEWALK :W ° ° I > _ lo� je LINE' OF SIG '-T_ � � m - ° E F H 650 LINE OF SI( I( .W W NI I! I Y I u PROPOSED TRACT WALL I SPECIALTY WALL SEE r DETAIL C, SHEET L-4 j C:)= oW, I Q oro Z i I I >' + -a ' I I 910 C43: r" U' i L-11 6" CONCRETE i Q I ! I_/ L-3 MOWCURB I w PHASE 9 3 �' 1 I li ETCHART R0Al..l..,l CONCRETE � ETCH 23+00 DECOMPOSED GRANITE "GOLD". SEE DETAIL ON SHEET L-9. n,rnrrr 01 NOTES: QTY • ALL SHRUBS MALL BE 5 GAL CONTAINER SIZE OR LARGER. COMMON • MASS SHRUB PLANTING TO BE 1 GAL. CONTAINERS SPACED 18" O.C. ETCHART ROAD: • 1 TREE PER 30' OF LINEAL STREET FRONTAGE 44 TREES 1320' OF STREET FRONTAGE/30 = 44 TREES LOW WATER USE PLANTS: 0.2-0.3 • PROVIDED 44 TREES • 50% TO 70% OF REQUIRED TREES TO BE EVERGREEN 22 TREES 44 TREES REQ. X 50% = 22 EVERGREEN TREES MIN. LAGERSTROEMIA •MUSKOGEE' • PROVIDED 30 TREES 24+00 PLANTING LEGEND THE PLANTING SCHEDULE IS PROVIDED FOR CONVENIENCE ONLY, IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEAD, THE PLAN SHALL PREVAIL VERIFY WITH C.O.B. FOR POTENTIAL CHANGES IN PLANT MATERIALS. KEY QTY BOTANICAL COMMON SIZE REMARKS WUCOLS MODERATE WATER USE PLANTS: 0.4-0.6 NAME NAME LOW WATER USE PLANTS: 0.2-0.3 TREE ° 6 LAGERSTROEMIA •MUSKOGEE' CRAPE MYRTLE 24' BOX MULTI -TRUNK DECIDUOUS 0.3 r I I 1.5"-2.5" TREE 1 I CALIPER I U- _ 12 PRUNUS CAROLINIANA CAROLINA LAUREL 24' BOX 1.5" STANDARD EVERGREEN 0.3 LINE OF SIGHT=650' CHERRY -2.5" TREECALIPER Z' P HASH 3 _ _ _ _ BASALT STREETco 24' BOX STANDARD W 12 PISTACIA CHINENSIS CHINESE I DECIDUOUS 0.3 KEITH DAVEY PISTACHE " 1.5"-2.5" TREE PHASE I , W �IIIIIIIII STREET - CALIPER Z _. 24' BOX STANDARD 10 QUERCUS ILEX HOLY OAK 29+80.23 EVERGREEN 0.3 zl 4 1.5"-2.5" TREE PHASE 3 CALIPER KOWA STREET SHRUB 55 DIETES VEGETA FORTNIGHT LILY 5 GAL FI_OEVERR NCG EEN 0.3 ® 214 LIGUSTRUM JAPONICUM TEXAS PRIVET 5 GAL EVERGREEN SHRUB 0.3 'TEXANUM' I 43 CAWSTEMON 'LITTLE I 5 GAL EVERGREEN 0.3 JOHN' of i FLOWERING FLOWERING SHRUB 90 RHAPHIOLEPIS I. 'ORIENTAL INDIAN HAWTHORN 5 GAL EVERGREEN 0.3 PERL' FLOWERING SHRUB I 18 SALVIA LEUCANTHIA MEXICAN BUSH 5 GAL EVERGREEN 0.2 SAGE PHASE 9 FLOWERING SHRUB I INERT MATERIAL ,y0$ DECOMPOSEDDG _ SEE SHEET 9 _ GRANITE "GOLD" FOR SPECS WUCOLS = WATER USE CLASSIFICATIONS OF LANDSCAPE SPECIES. WUCOLS PLANT FACTOR SETTINGS: HIGH WATER USE PLANTS: 0.7-1.0 MODERATE WATER USE PLANTS: 0.4-0.6 LOW WATER USE PLANTS: 0.2-0.3 VERY LOW WATER USE PLANTS: 0-0.1 ETCHART ROAD77 ry 4_• r I I ' 1 I � AVON STREET _ I U- _ LO _ ' PHASEa PHASE 9 LINE OF SIGHT=650' GRANDY STREET 0 Z' P HASH 3 _ _ _ _ BASALT STREETco W !� I VJ __ f OCA�CREEDE I PHASE I , W �IIIIIIIII STREET - - -e Z _. �I DECOMPOSED GRANITE "GOLD" i + tzN 14 15 WI PHASE 6 Q 22T SCALE: 1 " = 20' 4'Tt 20 10 0 20 40 N.T.S. ESTES PARK STREET I I I ' 1 I _ LO ' PHASEa GRANDY STREET PHASE 4I �IIIIIIIII _. ►. �� _ _ILJFF STREET 29+80.23 zl 4 PHASE 3 KOWA STREET Wm z I PHABE 2 I v o of i I LLI LA JUNSB-STREET I i Q I _ PHASE 9 I _ MOFFATSTREET I V V� �Vw - :r VCV R A A SCALE: 1 " = 20' 4'Tt 20 10 0 20 40 N.T.S. 1.5-6968 Ph 1 & 9 �IIIIIIIII 1.5-6968 Ph 1 & 9 TIS 05.IEGTIVE f5 TO �RWTE I THE VISUAIL It A(P T Or A M4M OR KALLED FROWASE. rLANT MATER.IAd SHALL BE SELI:GTW TO PROVIEM A PLrA5ING LANDWArE K7W LAW MAMEKAW. E I tWR" tea. LAWXAPE PLANT HATVRIAL 6tati'1 IJAI ONS SHALL BE -RE+IIEY+W ASV APPR G7' SY GIlY P'AM<S tAVISION. A SWAKA7E AUTOMAMC, iRRJOA71ON SYZ7t" 13 RWARM.. C♦LR8mJt't t -- 5•+ IIAIVE LI+t!►� W PLAt�tT N& AREA �!51ftE*) i`7Ri Y` 51vt�lic �- �L.E�IATit�T�l t� - _ir-r , r- '1 '1 w u.Imm NAS owl BE Usm To 6GR4" OR FLWA Alr FR ,r UM 5 t Ter IR LANPSGAFW : LJ4TIQ!iGAPM 11F MWAM 161LL- TAM IM LrdFAR ,1.[-. r W ARCA 5MM FINWAML AV 4. ALL M.*M OPM TPa1 MAU. NP.e An IV�IpUAL �.�t'R. :,r -:r cw taw 614L ,�iorrcmm o. M�Ig6�+1TKFt� 3TfSw S3LgL AME A 'T A LONO NV CiOf�kiWM �dVLN.' 4tILL IM L W TW fOa W WALL MM Ot++Ar 09 SW 2'M` OARCOCA-fEr mrrj ,.. MILL WW 1"AtMAM 5 LM UM M LSM PWAWe EgrAM SAM cr SMWA AV f MCC Roattv (SEE OTIr STANDARD x SHMT 4-W SH MW A8 MbNEW PAPAU , TO IM mczEv5 W- CLOM TW41 A TMiR R&L 01097M AT E?,r1nMY. 5 RW. � R Typm r rB Mom +t. 40C ALL rarl" =A To ADM IL LDTr �R r.t+ AREA svp *fix V40012- lC:fi � r Iii MMK WALLAPPROVED ON 61110 r! , :. BY RUCMTIOX AM PAM* V1000% OY RAD. ►eL � � r r t TOP 6IM5 r 5M 17 (4hW ON ALL (MM CMTTE WWAGM eXeA rpe{ , r r� �. 9. TOP Ot'�ft STFdP Ma _ 10 On* AWYE fINIM s SIOE CokgM"9 OE SKAM n ng!IX MIX r. 1HE ML tS ROM . r �t ww am CITY ILL �' FROWINS 15 MSM, IM GITf 5TAN7AND %W L-1 IXTAIL 61 T. MINIHM R +1 MAXIMM. 3y R15cm1flam APOPAR* DOOM r + c OR RMSW : r - `I/I�rIIJl1l.'c. jRZ1M.� as V _ . r. .FN M:- M"•- . t ,. (STANVARD TYPE SIVEMLK) • hr A TEPWOMNS ftl_-7AINM HALL -S) I. r PMThM r r♦ IN ALL ML R O] LAkN MAS r O -,,r-r-Wr OR CM r .-ar SM DETAIL 14. ALL 14ATMMS:r SVLL BE Ml AND FRIM -ROM MM 57W MAL W RaTAMD AT A" PRMW LMI SM L44 R " j EN9944 SM AMWIW CM EORMIS r % CTTY OF BAKERSFIELD "NDSCAPEDETAILS . MEDIAN ISLAND PARKWAY, r ►WALL, i � • 'fir TIS 05.IEGTIVE f5 TO �RWTE I THE VISUAIL It A(P T Or A M4M OR KALLED FROWASE. rLANT MATER.IAd SHALL BE SELI:GTW TO PROVIEM A PLrA5ING LANDWArE K7W LAW MAMEKAW. E I tWR" tea. LAWXAPE PLANT HATVRIAL 6tati'1 IJAI ONS SHALL BE -RE+IIEY+W ASV APPR G7' SY GIlY P'AM<S tAVISION. A SWAKA7E AUTOMAMC, iRRJOA71ON SYZ7t" 13 RWARM.. C♦LR8mJt't t -- 5•+ IIAIVE LI+t!►� W PLAt�tT N& AREA �!51ftE*) i`7Ri Y` 51vt�lic mqmk_ �L.E�IATit�T�l t� - k MrA VMMN SVc OF OW&WA AXV KNJ- 5 AU 9MMM +GVVVC N RMS A& '1 w u.Imm NAS owl BE Usm To 6GR4" OR FLWA Alr FR ,r UM 5 MMMMEWaff rtuW V Vlr? , WALL LM MM LJ4TIQ!iGAPM 11F MWAM 161LL- TAM IM LrdFAR ,1.[-. r W ARCA 5MM FINWAML AV 4. ALL M.*M OPM TPa1 MAU. NP.e An IV�IpUAL �.�t'R. A_ fV LNkrGGAM 6MV; Olkl.. M cw taw 614L ,�iorrcmm o. M�Ig6�+1TKFt� 3TfSw S3LgL AME A 'T A LONO NV CiOf�kiWM �dVLN.' 4tILL IM L W TW fOa W WALL MM Ot++Ar 09 2. 6MMO WM MW ft 95W ONLY tW I'm or coNwro7w MILL WW 1"AtMAM 5 LM UM M LSM PWAWe EgrAM SAM cr SMWA AV f MCC 6 SWW NO YM 594L W SPAGW N2 MW A8 MbNEW PAPAU , TO IM mczEv5 W- CLOM TW41 A TMiR R&L 01097M AT E?,r1nMY. 5 RW. CITY OF BAKERSFIELD TYPICAL LANDSCAPE WALL OR FENCE SCREEN sm _.U- (w _1.4. REVISIONS I STANDARD PLAN NO. Lt -13 4 "L lMr 1IALL - _ - .r• - t & I Y PRM roT SH AD I MU RX 700 STAKM Caw= r i r AS MmmT r "AM rnmily �►►�, � yt,Ir4 ARM . WM OR ARMW RM DPMW ARM CL tX-fLAMM im Jr •l DM0 ou wx firpwv ".` IF�+l /.• �il� it sy Im ra,. r mv r-•: .♦ •�"AMNSTASM5 r .'1,. x r f ., x SM am ftw t rl w - SFEW%FM fMM 1.- AMOW MAL �T's t�A r � •�! i WNL 2 T95 FIR 500- F3 10 A5 93M STA<ff L0QA110N t #2 i i" mw f t KOM N RABIN 40 95M (f, •r=4DIEM!, r� c �'r i rfs. t ;2x .r s Of -♦J 2x W ROOM TYMCA4_ leaTMNSPV. .i 11. >. t II l;D C216 - CITY Dr <L FOR TREE AND SHRUB PLANTING _-r- SHT 11D OF fd APPROVED A=?7.) NWWT ftirW (AINNYS MW OV AROWS Atv aumm) A_-1 lfm) FAMW T Li gws x CC ret' Oz9WT WTANCE $.Cffwk sw (m ftwwnw) CK jr Nur mw ov no slwr (9W L4W ASRWS AN Erf A r AMT f0aW AT AN CHAT Af 425TI ) Y) DATP STMDARD MAN Ni): L-10 CMINK int 37 6 � �� -'. - m Aa Siva ORAPE Ire OR WOW 19EKM f R -* r.M524 + ►5 - LAMM a . CO :�r � R Typm r rB +t. s :♦ LDTr *fix V40012- lC:fi � r Iii MMK WALLAPPROVED :. WATOUR019W7 OmLoTwt OY RAD. LOT TOP 6IM5 5M 17 (4hW ON ALL (MM CMTTE WWAGM R h r��•'f'iti%r - ACM0 TO , r r� �. 9. TOP Ot'�ft STFdP Ma _ 10 On* AWYE fINIM CokgM"9 OE SKAM n ng!IX MIX r. 1HE ML tS ROM . r �t 0111111111 ORM ON RiT SM i'IN KALL i ' �' FROWINS 15 MSM, IM GITf 5TAN7AND %W L-1 IXTAIL 61 OR r + c OR RMSW : r - `I/I�rIIJl1l.'c. `..'' _ _ CITY r • r --- ILAST 1. ALL C*rmm mu et v r r -R' O] e r r' t r MM 57W MAL W RaTAMD AT A" PRMW LMI j MHT cw DETAIL FOR CONCRETE MOW STRIPS & PLAYGROUND GRO SIDEWALK pL,AN Nt?_ L -I 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 TO: ADEQUATE WATERING OF PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND OTHER PESTS FOR A MINIMUM PERIOD OF THREE HUNDRED AND SIXTY FIVE (365) DAYS. 2. THE CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS s FROM THE FIRST DAY AFTER PLANTING IS COMPLETED, UNTIL FINAL WRITTEN ACCEPTANCE BY THE CITY OF BAKERSFIELD RECREATION AND I 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 i WEEDS, UTTER, AND DEBRIS. 5. BEFORE WEEDS EXCEED TWO (2) INCHES IN HEIGHT, THEY SHALL BE i REMOVED AND DISPOSED OF OFF-SITE. SERIOUS KEDS PESTS (I.E.BLACKBERRY, NUT SEDGE OR BIND WEEDS) SHALL BE SPOT SPRAYED NTH A NON-SELECTIVE POST -EMERGENT HERBICIDE AS SPECIFIED BY A WEED ABATEMENT COMPANY, AND LEFT IN PLACE FOR (7) DAYS. AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) DAYS AFTER APPLICATION AND DISPOSED OF OFF-SITE. 6. CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF DISEASES, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTA11VE 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 TO, 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 QUANTITIES AND ADJUST WATER APPLICATION TO COMPENSATE FOR SEASONAL CONDITIONS. 9. (3) THREE WEEKS PRIOR TO THE CONCLUSION OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL CONTACT THE CITY'S REPRESENTATIVE TO PERFORM A FINAL INSPECTION OF WORK. ANY REMOVED PLANTS NOT IN SATISFACTORY AND HEALTHY CONDITION FROM THE SITE SHALL BE REPLACED WITH MATERIAL OF LIKE KIND AND SIZE AND IN A MANNER SPECIFIED FOR ORIGINAL PLANTING. IF THE REPLACEMENT PLANTS DO NOT REPRESENT A SIMILAR FOLIAGE REPRESENTATION OF THE ORIGINAL PLANTED MATERIAL, THE CONTRACTOR SHALL REPLACE PLANTS WITH NEXT AVAILABLE UP-SIZED CONTAINER. ALL GROUND COVER SHAD_ 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 UNE PRINTS AN "AS BUILT" DRAWING. THE DRAWINGS SHALL INCLUDE ALL DEVIATIONS FROM THE ORIGINAL BID DOCUMENTS MADE DURING CONSTRUCTION THAT AFFECT THE MAIN LINE, CONTROLLER LOCATIONS, REMOTE CONTROL VALVES, QUICK -COUPLING VALVES, ALL SPRINKLER HEADS, AND ALL PLANT MATERIAL THE DRAWINGS SHALL ALSO INDICATE AND SHOW APPROVED SUBSTITU11ONS OF SIZE MATERIAL AND MANUFACTURER'S NAME AND CATALOG NUMBERS. ALSO, A SET OF 11 X17 LAMINATED, SPIRAL BOUND "AS BUILT" WITH HIGHLIGHTED COLOR CODED IRRIGATION REFERENCE CHART AND SCHEDULE, KEYS TO THE CONTROLLER, AND TWO QUICK COUPLER VALVE KEYS WITH GATE VALVE HOSE BIB ATTACHMENT, SHALL BE SUBMITTED TO THE 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. IIA O A M r71 A nCr% IAT f%CKll=M ^17 n A %A'r-V SUMMIT BRICK "SHEFFIELD 667" CORED AND SOLID 6"X8"X16" SPLIT FACE BLOCK BLACK INLAID TILE AND POWDER COATED STEEL WITH MINIMUM THICKNESS OF 3/8" SOLID THROUGHOUT SIGN TO MATCH DEVELOPMENT AT SE CORNER OF SNOW ROAD AND QUAIL CREEK ROAD. ELDORADO CLEARWATER RUSTIC LEDGE FLAT WITH WHITE GROUT COLOR: MESTA TRACT 6968 VARIES i NOTE: REFER TO WALL PLANS FOR DIMENSIONS. SPECIALTY WALL - FRC L- 4 SCALE: N.T.S. W 1- -lim t WRil 1. TREES SHALL BE STAKED AS PER DETAILS AND SPECIFICATIONS. 2. THERE SHAD_ 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 SHAD_ 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 CONSTRUC11ON OR TREE INSTALLATION. 6. PRIOR TO FINAL COUNTY ACCEPTANCE, CONTRACTOR SHAD_ 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 NORMALTHE 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 RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION AND SHALL FOLLOW SAID RECOMMENDATIONS. A MINIMUM OF TWO (2) SOIL SAMPLES SHALL BE SUBMITTED TO APPROVED LABORATORY. PRIOR TO LANDSCAPE AND IRRIGATION CONSTRUCTION COMMENCEMENT, THE CONTRACTOR SHALL 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 SHAD_ BE REMOVED, AN ADDITIONAL SAMPLE SHALL BE TESTED FOR SOIL STERILANTS. SHOULD THE SOIL BE FOUND STERILE, CONTRACTOR SHAD_ 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 RECREA11ON 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 SHAD_ 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 SHAD_ BE PLANTED WITHIN THE FLOW UNE 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 GROUNDCOVER 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 TO 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 SUBS11TU11ON LIST TO BE APPROVED BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT PRIOR TO INSTALLA11ON AND AT NO ADDITIONAL 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 SHAD_ 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: A. MULCH: 3/a" TO 1" REDWOOD BARK CHIPS SUPPLIED FORM A FRESH WATER MILL MULCH SHAD_ 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 MOUND COVER AND SHRUB AREAS, PROVIDE "SURFLAN A.S." AS MANUFACTURED BY ELANCO PRODUCTS, NO ACCEPTABLE SUBTITUTIONS. 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 1.5-6968 Ph 1 & 9 0111111111 1.5-6968 Ph 1 & 9 PHASE 1 I 1 '1 38 37 36 35 1 34 1 1'- w Ilk- ru L am 1 y /1 / t ../ �j 1w r". !F .,.4`� w w 11'v }/f}t \ � 11 � / ,..\ '`� F Y �t ' .' •%`,\ 1 wt ,� » t.. 1 r' t \ . / F i; f .;t V4* i4 'No I4 ` �l (w j(rt',\ ,•� '� /'� ° vtf O of 1 / > \ w,, w r \ ,.,,..� i i i •,�tw :l Lrmi Wfpqsrim I cm mi _. �O '# o R O W9 1A sui- IOU O 1 f 1 w \ =/,/ i ou cm 'Trm ' �Jf ti E f \,�`'w. E � ' Im ou W w {t 1 ��JI • tt� 7-7 w r / 1 f i ! IMO ,r"' •,,-`-.--' `^,�,.,-"" .., 'jf / .. 12" 2"i_ ■ — Al 2 N + 2" ■ J PUL_ EXTRA CONTROL WIRES (13 -BLACK. 13 -IED) = + ONE COMMON WOE FOR FUTURE IRRIGATION. 27 A2 A3 LABEL AND INSTALL IN JUMBO VALVE BOX. 1 28 1 U ni INSTALL APOLLO GATE VALVE. NOS PIPING. VALVES, ETC. SHOWN WITHIN PAVED AREAS ~ < Sim SEE NOTE 22, SHEET L-7. ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE I Q H qm SNOW ROAD INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 20 W 1 17+00 18+00 2. SHRUB BUBBLER SET BACK 24 OFF HARDSCAPE. 19+00 20+00 21+00 REFER TO SHEET L-1 FOR GENERAL NOTES VALVE I D CHART' REFER TO SHEET L-7 FOR HYDROZONE TABLE I REFER TO SHEET L-7 FOR WATER EFFICIENT LANDSCAPE WORKSHEET REFER TO SHEET L-7 FOR IRRIGATION NOTES Q 1 -- VALVE ID CHART NUMBER I REFER TO SHEET L-7 FOR GENERAL RECORD DRAWING NOTE A CONTROLLER -k2 AB P � 40 REFER TO SHEETS L-7 & L-8 VALVE SIZE I TREES REFER TO SHEET L 9 FOR SPECIFICATIONS IRRIGATION DETAILS .� » 10 I 1" 22 1h 26 PAI. W 37, PQ 173 sHRues Al A3 A4 ffl CONTRACTOR SHALL FURNISH AND INSTALL 110V A7 A8 POWER TO THE ELECTRICAL METER PEDESTAL AND 1h 27 > 28 1 20 1 18 1 18 IRRIGATION CONTROLLER AT THIS APPROXIMATE LOCATION AND ACTIVATE. LOCATE IRRIGATION EQUIPMENT IN PLANTING AREA. I z NI'V44w32 331 Z>z0 1 nE °o PHASE 1 �° .' `y �� V4 ,w •rm W O I Ocm ff J — 77 31 � 30 I 29 1 PHASE 1 W" � 11 c) 2 N_ 1 2" INSTALL EZ-FLO + FERTIUZER INJECTOR N =1 .�. I Q Q NOTES: <c 1 1. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE 1 INSTALLED IN PLANTING AREAS WHERE POSSIBLE. J 2. SHRUB BUYER SET BACK 240 OFF HARDSCAPE 22+00 PAFAXL 2 PAL Na 8740 PAL SK 37, PQ 173 DRIP IRRIGAIION LEGEND= THE IRRIGATION EQUIPMENT LEGEND IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL 74w w V4", 1144 A4 2" '� ""„ .. ■. „,� 1144 ~a��rfts 23+00 I 1 I 1 KEY QTY MANUFACTURER/SERIES MODEL HEAD TYPE NOZZLE PATTERN PS1 GPM RAD. REMARKS U 96 RAIN BIRD 1400 SERIES W/ RWS-SOCK RWS BC -02 R WATERING SYSTEM 1402 BUBBLER 30 0.50 - INSTALL TWO BUBBLERS PER TREE, TYP. SEE PLAN & DETAIL J, SHEET L-& 19 510 RAINBIRD 1804 SAM PRS POP-UP HUNTER PCB BUYER NOZZLES WITH RAINBIRD SA SERIES SWING ASSEMBLY PCN BUBBLER NOZZLE BUBBLER PCN -25 TRICKLE 30 0.25 - INSTALL ONE BUBBLER PER SHRUB, TYP. SEE RETAIL N. SHEET L-& NOTES: 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 M THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT 0 (661) 852-2120 FOR APPROVAL 1'. I 1 26 25 �i � + 1 W >\ 0r X144. Ww m C) 0 W �. . N Z 1 2" 00— +1 Lo _ F- Q 1 PARML 1 PAL Na 8740 PAL 8K. 37, PQ 173 NOTES: 1. PIPING, VALVES, ETC. SHOWN WITHIN PAVED ALAS ARE FOR DESIGN CLARIFICATION ONLY AND MALL SE INSTALLED IN PLANTING AREAS WOE POSSIBLE. 0) CN0110 Of QQ1 Ca cxT DAM ')Am n= 14Aii WADgr PARGM 2 PAL Na 8740 PAL W W. PQ V3 24+00 25+00 NOTES: IRRIGATION SYSTEM IS DESIGNED FOR 65 PSI O POINT OF CONNECTION. ASSUMED OPERATING PRESSURE = 30 PSI MAXIMUM FLOW m 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 TIME 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. I I i i 23 i 22 PHAbF11 I tik PARCH 1 PAL Na 8740 PAL EL 37, PQ 173 SCALE: 1 " = 20' 20 10 O 20 40 1=10M-Tim;loylb KEY MAP CROSS OVER SLEEVE RCHEDULE: CONTRACTOR SHALL FURNISH AND INSTALL ■ THE FOLLOWING IRRIGATION SLEEVES: ■ (SEE IRRIGATION NOTE NO. 7, SHEET L-7) 1 SC2HED LLE 0 P C SLEE S- ul (1) 4' (FOR MAINUNE)�Y�� (1) 2' (FOR CONTROL WIRES) IRRIGAIION EQUIPMENT LEGE-ND THE IRRIGATION EQUIPMENT LEGEND IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SPIAL. PREVAIL KEY ' I N ,' N 1 1 , 27LLL L 1 i 1 J JW C cl) 10 N 1 MEET L-7). INSTALL A SCH. 80 PVC UNION (SPEARS # 897 SERIES) & BALI_ VALVE 1/2" J �J W 1" 10 �4 OF, d 000 win �' �w 1144 �`� V♦ Sr o • w 1 r i 1. W RAINBIRD N co IRRIGATION MASTER CONTROL VALVE, NORMALLY CLOSED. MASTER VALVE WIRES TO BE 2w . i ....... r = N 2" 1 ,- Q INSTALLED IN A 1 1/2- SCHEDULE 40 CONDUIT FROM EACH VALVE BOX TO CONTROLLER PARCH 1 PAL Na 8740 PAL EL 37, PQ 173 SCALE: 1 " = 20' 20 10 O 20 40 1=10M-Tim;loylb KEY MAP CROSS OVER SLEEVE RCHEDULE: CONTRACTOR SHALL FURNISH AND INSTALL ■ THE FOLLOWING IRRIGATION SLEEVES: ■ (SEE IRRIGATION NOTE NO. 7, SHEET L-7) 1 SC2HED LLE 0 P C SLEE S- ul (1) 4' (FOR MAINUNE)�Y�� (1) 2' (FOR CONTROL WIRES) IRRIGAIION EQUIPMENT LEGE-ND THE IRRIGATION EQUIPMENT LEGEND IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SPIAL. PREVAIL KEY QTY MANUFACTURER MODEL DESCIBPTONS/REMARKS SIZE t� co AU70MATIC CONTROL VALVES WITH I.D. TAGS (SEE DETAIL L. SHEET L-8 & DETAIL L6. 0 J JW C cl) 8 RAINBIRD 1 MEET L-7). INSTALL A SCH. 80 PVC UNION (SPEARS # 897 SERIES) & BALI_ VALVE 1/2" a d 000 (SPEARS #2122 SERIES) THE SAME SIZE AS VALVE 0 EACH VALVE LOCATION. 1 ®1 1 RAINBIRD 200-PEB IRRIGATION MASTER CONTROL VALVE, NORMALLY CLOSED. MASTER VALVE WIRES TO BE 2w z 0 LIJ 0 W/ SOLADA INSTALLED IN A 1 1/2- SCHEDULE 40 CONDUIT FROM EACH VALVE BOX TO CONTROLLER CA Z<Z � J 1 1/20 FLOW SENSOR. INSTALL PER MANUFACTURER'S SPECIFICATIONS. ®1 1 RAINBIRD FS150P FLOW SENSOR WIRES TO BE INSTALLED IN A 1 1/t SCHEDULE 40 CONDUIT FROM EACH 1 1/20 VALVE TO THE CONTROLLER. OPERATING FLOW RANG FOR FS150P IS 5 - 100 GPM. 1 BADGER 2" RECOR DALL M-170 CONTRACTOR SHALL FURNISH AND INSTALL 2" WATER METER AS THE IRRIGATION 20 WATER METER PONT OF CONNECTION. (RATING FLOW RANG 2-170 GPM) SP£CUNE# R83ESP 36LXMEF/VITSB-22SS/RB9104602B/KCPCSA-LXMEF48KCP113GR ESP-36LXMEF THE ABOVE SPECIFICATION INCLUDES THE FOLOIMNG: �IIIIIIIII WITH ETC -LX 1. 16 STATION RAINBIRD ESP LXME SERIES IRRIGATION CONTROLLER aI RAINSIRD ET MANAGER & I INSTALLED WITHIN MOD ELOMTSB-22SS, STAINLESS STEEL. VANDAL RESISTANT ENCLOSURE. 36 STA. FLOW SMART 3. INSTALLED WITH MCXEL#RB9104602B GPRS/CELLULAR NETWORK MODULE MODULE 4. INSTALLED WITH MODEL#OCPCSA-LXMEF48 SUB-ASSEMBLY/TERMINAL STRIP 5. INSTALLED WITH MO1DEL•#GCP113GR GROUNDING PACKAGE STRONG BOX SBOC-45SS FURNISH AND INSTAL_ 20 BACK FLOW PREVENTER WITH STRONG BOX SBOC-45SS 1 FEBCO 825Y BACKFLOW ENCLOSURE AND THERMAL BLANKET VIT PBB-75HP PER MANUFACTURER'S 20 1 POLAR -PARKA VIT PBB-75HP SPECIFICATION& SEE DETAIL G. SHEET L-& (OPERATING FLOW RANGE 2-240 GPM) ® _ _ 110V POWER SHALL BE PROVIDED BY OTHERS TO THIS APPROXIMATE LOCATION _ (SEE PLAN). 3 APOLLO 122T 122T APOLLO UNE SIZE BRASS GATE VALVE FOR ON/OFF CONTROL UNE SIZE 2 RAINBIRD 44 LRC/TSJ-18" QUICK COUPLER VALVE WITH TSJ-180. INSTALL IN AMETEK 10" ROUND VALVE BOX (TYP). - EZ-FLO 1 EZ-FLO EZ05-HC 5 GALLON CAPACITY FERTIUZING SYSTEM. INSTALL IN 36'X24"X24" VALVE BOX. _ PROVIDE START-UP & SEASONAL RECOMMENDED FERTIUZER APPLICATIONS FOR EZ-FLO SYSTEM. IRRIGATION SOUD COPPER CONTROL WIRE DIRECT BURIAL (U.L APPROVED) f14 AWG CONTROL WIRES. f12 AWG COMMON WIRE, ROUTE WITH MAINLINE COLOR OF WIRES TO BE AS FOLLOW. NO COMMON WIRE - WHITE SYMBOL - AS APPROVED - CONTROL WIRE - BLACK SPARE WIRE - RED _ MASTER VALVE WIRE - BLUE FLOW SENSOR - PAIGE IRRIGATION SPEC f P71620 -A -TEV 8 UNDERGROUND COMMUNICATION CABLE SHIELDED AND ARMOR 16 AWG/1PAIR NO SYMBOL _ 3M - OBR/Y-6 WIRE CONNECTORS, USE FOR ALL WIRE CONNECTIONSAPPUED - HD VALVE BOXES WITH BOLT DOWN UDS NO _ ENGINEERING HO - 14" X 19" FOR MASTER CONTROL VALVE, FLOW SENSOR AND REMOTE CONTROL VALVES _ SYMBOL VALVE BOXES 100 ROUND FOR GATE VALVES AND QUICK COUPLERS JUMBO SIZE BOX FOR WIRE PULL BOX EACH BOX TO BE HEAT BRANDED WITH PROPER 10. PVC PIPE SOH. 40 PVC IRRIGATION MAIN UNE - SEE IRRIGATION NOTES NO. 6 AND 7, STREET L-7 SEE PLAN PVC PIPE SCI. 40 PVC IRRIGATION LATERAL - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L-7 SEE PLAN PVC PIPE SCI. 40 PVC IRRIGA11ON SLEEVE - SEE IRRIGATION NOTES NO. 6 AND 7. SHEET L-7 SEE PLAN M M UOd�- z Lt - 1 W UM w ap 3 0 w 0 O [Z (o N w Y a m 0) od Z t� co a J JW C cl) Z 0 Z W < o J a d 000 Z Z 0 z 0 LIJ 0 IL V CA Z<Z � J LW U °C co S 0 �IIIIIIIII 0) od Z t� co a J JW C cl) Z 0 Z W < o J a d 000 Z Z 0 z 0 LIJ 0 IL V CA Z<Z � J LW U °C co S 0 1.5-6968 Ph 1 & 9 16+60.08 16+00 10 10 ATTI a a WOO IVA a i I L4 2AS, 1 [0] �f :� lCV121mi 0 17+00 PULL EXTRA CONTROL WIRES (14 -BLACK, 14 -IED) 1 & ONE COMMON WIRE FOR FUTURE IRRIGATION. LABET. AND INSTALL IN JUMBO VALVE BOX. INSTALL APOLLO GATE VALVE SEE NOTE 22, SHEET L-7. 1 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 NOZZLEPAT7ERN ■ PSI GPM RAD. f 2" 96 RAIN BIRD 1400 SERIES W/ RWS-SOCK RWS BC -02 ROOT SYSTEM TEING 1402 BUBBLER 17+00 PULL EXTRA CONTROL WIRES (14 -BLACK, 14 -IED) 1 & ONE COMMON WIRE FOR FUTURE IRRIGATION. LABET. AND INSTALL IN JUMBO VALVE BOX. INSTALL APOLLO GATE VALVE SEE NOTE 22, SHEET L-7. 1 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 NOZZLEPAT7ERN ■ PSI GPM RAD. REMARKS 2" 96 RAIN BIRD 1400 SERIES W/ RWS-SOCK RWS BC -02 ROOT SYSTEM TEING 1402 BUBBLER 30 0.50 - INSTALL TWO BUBBLERS PER TREE, TYP. SEE PLAN& DETAIL J. SHEET L-8. e 419 RAINBIRD 1804 SAM PRS POP-UP/W HUNTER PCB BUBBLER NOZZLES WITH RAINBIRD SA SERIES SWING ASSEMBLY PCN BUBBLER I NOZZLE BUBBLER PCV -25 TRICKLE 30 0.25 - INSTALL ONE BUBBLER PER SHRUB, TYP. SEE NAIL N. SHEET L-8. NOTES: 1. INSTALL TREE BUBBLERS WITHIN SPECIFIED WATERING BASIN IN TURF AND GROUND COVER ALAS. 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 I FA J1 w S w 91 AKN :]a :� Lf ulk I 18+00 NOTES:- PING, VALVES, ETC. SHOVIN WITHIN PAVED ALAS B1 ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS VMERE POSSIBLE. CROSS OVER SLEEVE 3a-IEWLE: REFER TO SHEET L-1 FOR GENERAL NOTES REFER TO SHEET L-7 FOR HYDROZONE TABLE REFER TO SHEET L-7 FOR WATER EFFICIENT LANDSCAPE WORKSHEET REFER TO SHEET L-7 FOR IRRIGATION NOTES REFER TO SHEET L-7 FOR GENERAL RECORD DRAWING NOTE REFER TO SHEETS L-7 & L-8 FOR IRRIGATION DETAILS REFER TO SHEET L-9 FOR SPECIFICATIONS 21+00 INSTALL EZ-FLO FERTILIZER INJECTOR r! CONTRACTOR SHALL FURNISH AND INSTALL THE FOLLOWING IRRIGATION SLEEVES: (SEE IRRIGATION NOTE NO. 7, SHEET L--7) SCHEDULE 40 PVC SLEEVES: 2 (1) 4" (FOR MAINLINE) (1) 2" (FOR CONTROL WIRES) Al VALVE ID VALVE SIZE CHART 1 H NUMBER ■ ■ ■ / ♦ V ■■,. v 19+00 ' u - B2 „ 1" 22 ■ 2 'S / ■ O o/Mmm■■■■mmmmm■■■m J irw ~-, r W tf 'it r to '\ all co r I 1 + t G ■ ■ ■ ALVE ID CHART: ■ CONTROLLER B TREES 16% B6 1" 26 B1 B3 B4 B6 B7 SHRUBS 1. 17 32 1' 18 1' 20 IRRIGATION SYSTEM IS DESIGNED FOR 65 PSI 44 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 TIME FOR TREES (AT FULL GROWTH) = 48 MINUTES A DAY, THREE TIMES A WEEK (SCHEDULE CONTROLLER RUN TIME FOR TREE STATINS 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. (i ETCHART ROAD NOTES: 1. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHIM. BE � `aaNc vsi uGc GTS cunud WMIN DAUM eDCec IRRIGATION EQUIPMENT LEGEND: THE IRRIGATION EQUIPMENT LEGEND IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF gSCREPANdES BEiWEFT! THE PLAN AND THE IEfEND, THE PLM! SHALL PREVAIL. KEY QTY MANUFACTURER ■ DESCRIPTIONS/11IARKS SIZE ■ 7 RAINBIRD 1550-PEB AUTOMATIC CONTROL VALVES WITH I.D. TAGS (SEE DETAIL L. SHEET L-8 & DETAIL L6, SHEET L-7). INSTALL A SCH. 80 PVC UNION (SPEARS SERIES) & BAIL VALVE 2" M 0z < 1897 J / '1'• • o W f/ ;f. lls f ✓T w 1 Wru %f 1 RAINBIRD 200-PEB IRRIGATION MASTER CONTROL VALVE, NORMALLY CLOSED. MASTER VALVE WIRES TO BE i.._....-, ,,.._ . bi W t9 qw, INSTALLED IN A 1 1/2" SCHEDULE 40 CONDUIT FROM EACH VALVE BOX TO CONTROLLER PI �z co MONE .0 7 �< 1 1 RAINBIRD FS150P FLOW SENSOR WIRES TO BE INSTALLED IN A 1 1/2" SCHEDULE 40 CONDUIT FROM EACH 1 1/2" I FA J1 w S w 91 AKN :]a :� Lf ulk I 18+00 NOTES:- PING, VALVES, ETC. SHOVIN WITHIN PAVED ALAS B1 ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS VMERE POSSIBLE. CROSS OVER SLEEVE 3a-IEWLE: REFER TO SHEET L-1 FOR GENERAL NOTES REFER TO SHEET L-7 FOR HYDROZONE TABLE REFER TO SHEET L-7 FOR WATER EFFICIENT LANDSCAPE WORKSHEET REFER TO SHEET L-7 FOR IRRIGATION NOTES REFER TO SHEET L-7 FOR GENERAL RECORD DRAWING NOTE REFER TO SHEETS L-7 & L-8 FOR IRRIGATION DETAILS REFER TO SHEET L-9 FOR SPECIFICATIONS 21+00 INSTALL EZ-FLO FERTILIZER INJECTOR r! CONTRACTOR SHALL FURNISH AND INSTALL THE FOLLOWING IRRIGATION SLEEVES: (SEE IRRIGATION NOTE NO. 7, SHEET L--7) SCHEDULE 40 PVC SLEEVES: 2 (1) 4" (FOR MAINLINE) (1) 2" (FOR CONTROL WIRES) Al VALVE ID VALVE SIZE CHART 1 H NUMBER ■ ■ ■ / ♦ V ■■,. v 19+00 ' u - B2 „ 1" 22 ■ 2 'S / ■ O o/Mmm■■■■mmmmm■■■m J irw ~-, r W tf 'it r to '\ all co r I 1 + t G ■ ■ ■ ALVE ID CHART: ■ CONTROLLER B TREES 16% B6 1" 26 B1 B3 B4 B6 B7 SHRUBS 1. 17 32 1' 18 1' 20 IRRIGATION SYSTEM IS DESIGNED FOR 65 PSI 44 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 TIME FOR TREES (AT FULL GROWTH) = 48 MINUTES A DAY, THREE TIMES A WEEK (SCHEDULE CONTROLLER RUN TIME FOR TREE STATINS 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. (i ETCHART ROAD NOTES: 1. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHIM. BE � `aaNc vsi uGc GTS cunud WMIN DAUM eDCec IRRIGATION EQUIPMENT LEGEND: THE IRRIGATION EQUIPMENT LEGEND IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF gSCREPANdES BEiWEFT! THE PLAN AND THE IEfEND, THE PLM! SHALL PREVAIL. KEY QTY MANUFACTURER MODEL DESCRIPTIONS/11IARKS SIZE v coa 7 RAINBIRD 1550-PEB AUTOMATIC CONTROL VALVES WITH I.D. TAGS (SEE DETAIL L. SHEET L-8 & DETAIL L6, SHEET L-7). INSTALL A SCH. 80 PVC UNION (SPEARS SERIES) & BAIL VALVE IN M 0z < 1897 J CL o- o 0 z o W (SPEARS #2122 SERIES) THE SAME SIZE AS VALVE 0 EACH VALVE LOCATION. 1/2" 0co 1 RAINBIRD 200-PEB IRRIGATION MASTER CONTROL VALVE, NORMALLY CLOSED. MASTER VALVE WIRES TO BE 2" Q to W t9 W/ SOLADA INSTALLED IN A 1 1/2" SCHEDULE 40 CONDUIT FROM EACH VALVE BOX TO CONTROLLER ac ac 4Z co MONE 1 1/2" FLOW SENSOR. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 992 1 RAINBIRD FS150P FLOW SENSOR WIRES TO BE INSTALLED IN A 1 1/2" SCHEDULE 40 CONDUIT FROM EACH 1 1/2" YY �IIIIIIIII l �- w (o VALVE TO THE CONTROLLER. OPERATING FLOW RANGE FOR FS150P IS 5 - 100 GPM. 4 1 BADGER 20 RECORDALL M-170 CONTRACTOR SHALL FURNISH AND INSTALL 2" WATER METER AS THE IRRIGATION 2» . 2 WATER METER W POINT OF CONNECTION. (OPERATING FLOW RANGE 2-170 GPM) a � SPECLUNE# RB3ESP 36LXMEF/VITSB-22SS f R891Q4602B/KCPCSA-LXMEF48KCP113GR aD ESP-36LXMEF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: N WITH ETC -LX 1. 16 STATIM RAINBIRD ESP LXME SERIES IRRIGATION CONTROLLER © 1 RAINBIRD ET MANAGER & 2. INSTALLED WITHIN MODELANITSB-22SS. STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. 36 STA. FLOW SMART 3. INSTALLED WITH MODELJRBSIQ46028 GPRS/CELLULAR NETWORK MODULE MODULE 4. INSTALLED WITH M0DELjKC3CSA-LXMEF48 SUB-ASSEMBLY/TERMINAL STRIP M V 5. INSTALLED WITH MODEL#KCP113GR GROUNDING PACKAGE STRONG BOX SBBC-45SS FURNISH AND INSTALL 2' BACK FLOW PREVENTER WITH STRONG BOX SBBC-45SS ®2 1 FEBOO 825Y BACKFLOW ENCLOSURE AND THERMAL BLANKET IAT PBB-75HP PER MANUFACTURER'S 2" POLAR -PARKA TAT PBB-75HP SPECIFICATIONS. SEE NAIL G. SHEET •L-8. (OPERATING FLOW RANGE 2-240 GPM) ® _ _ 110V POWER SHALL BE PROVIDED BY OTHERS TO THIS APPROXIMATE LOCATION _ (SEE PLAN). H 3 APOLLO 122T 122T APOLLO UNE SIZE BRASS GATE VALVE FOR ON/OFF CONTROL LINE SIZE 2 RAINBIRD 44 LRC/TSJ-18" QUICK COUPLER VALVE WITH TSJ-180. INSTALL IN AMETEK 10" ROUND VALVE BOX (TYP). - 5 GALLON CAPACITY FERTILIZING SYSTEM. INSTALL IN 36»X24»X24" VALVE BOX. EZ-FLO 1 EZ-FLO EZ05--HC PROVIDE START-UP & SEASONAL RECOMMENDED FER11UZER APPLICATIONS FOR EZ-FLO SYSTEM. _ IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L. APPROVED) #14 AWG CONTROL WIRES, 112 AWG COMMON WIRE, ROUTE WITH MAINLINE COLOR OF WIRES TO BE AS FOLLOW. NO COMMON WIRE - WHITE SYMBOL AS APPROVED - CONTROL WIRE - BLACK SPARE WIRE - RED _ MASTER VALVE WIRE - BLUE FLOW SENSOR - PAIGE IRRIGATION SPECJP7162D-A-REV 8 UNDERGROUND COMMUNICATION CABLE SHIELDED AND ARMOR 16 AWG/1PAIR NO SYNO - 3M - DBR/Y-6 WIRE CONNECTORS, USE FOR ALL WIRE CONNECTIONS - APPLIED HD VALVE BOXES WITH BOLT DOWN LIDS NO ENGINEERING HD _ 140 X 19» FOR MASTER CONTROL VALVE, FLOW SENSOR AND MOTE CONTROL VALVES _ SYMBOL VALVE BOXES 10' ROUND FOR GATE VALVES AND {NICK COUPLERS JUMBO SIZE BOX FOR WIRE PULL BOX EACH BOX M BE HEAT BRANDED WITH PROPER 10. WE NNO NEW OWN ON PVC PIPE SCH. 40 PVC IRRIGATION MAIN UNE - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L-7 SEE PLAN PVC PIPE SCT. 40 PVC IRRIGATION LATERAL - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L-7 SEE PLAN PVC PIPE F-;;;-40 PVC IRRIGATION SLEEVE - SEE IRRIGATION NOTES NO. 6 AND 7. SHEET L-7 SEE PLAN B4 ■ 1" 18 , I— 21# Ill � eW ■■■■■■■mmmmm■■■ammm■■■■■>�m' mammmmmm■m■■■■■�■■ J W %f k w 4 <!R 4 { t \ ■ r O Orl / d r ru lluT rim b ter` W 0 PHASE 9 ������'"� �������,.,.---�� � z 0 J � V N 13 14 15 KEY MAP N.T.S. P�t coco v=n< rn v coa M cfl Z M 0z < J CL o- o 0 z o W `f' z v o d- 0co o _ LA - 0a Q to W t9 11-- o IL ac ac 4Z co MONE W Li V co w co YY �IIIIIIIII l �- w (o a- �- 4 O ill v N W a � aD .x, N r.� r M V _> �P coco v=n< z v coa JW Z �C 0z W J CL o- z o W `f' z 0 0co o _ Lu v) 0a Q to W t9 11-- o IL ac ac 4Z co MONE W cr.r co �IIIIIIIII 4 D U coco v=n< z v coa JW Z �C 0z W J CL o- z o W `f' z 0 0co o _ Lu v) 0a Q to W t9 11-- o IL ac ac 4Z co MONE W cr.r co 4 D U 1.5-6968 Ph 1 & 9 ETAF CALCULAl10NS TOTAL ETAF X AREA 9,991 TOTAL AREA 38,062 SQ. FL AVERAGE ETAF 0.37 AVERAGE ETAF FOR REGULAR LANDSCAPE AREAS MUST BE 0.45 OR BELOW FOR NON-RESIDENTIAL AREAS. ETWU - ESTIMATED TOTAL WATER USE MAWA - MAXIMUM APPLIED WATER ALLOWANCE PF - PLANT FACTOR FROM WUCOLS ETAF - EVAPOTRANSPIRATION ADJUSTMENT FACTOR IE - IRRIGATION EFFICIENCY (0.75 FOR OVERHEAD SPRAY AND 0.81 FOR DRiP SYSTEM.) 13 1 1 ��111 REFERENCE EVAPOTRANSPIRATION (ET.) BAKERSFIELD = 52.4 HYDROZONE# /PLANTING DESCRIPTION LINT (PF) IRRIGATION METHOD IRRIGATION EFFICIENCY (IE) ETAF (PFAE) LANDSCAPE AREA ETAF X LS AREA ESTIMATED TOTAL WATER USE (ETWU) 2) STREETSCAPE SHRUBS & TREES (ETCHARD RD) 0.3 DRIP 0.81 0.37 14,130 SQ. FT. 5,228 169,847 GAL 2) DECOMPOSED GRANITE (ETCHARD RD) - - 17 '01 ' `► - 11,060 SQ. FT. 40 (00 0 GAL 3) STREETSCAPE SHRUBS & TREES (SNOW RD) KAYM FRMTON LUT DRIP 0.81 %\ ... . , \ '\\ 12,872 SQ. FT. 4,763 :' *. TOTALS 38,062 SQ. FT. ETWU = (ETp)(0.62)(ETAF X LANDSCAPE AREA) 9,991 ETWU TOTAL 324,587 GAL MAWA 556,062 GAL `- w (0 a. - co 25,190 SF 1100% LS AREA 0.56 W Q 0 m r. -' '. ` r -,r- - f . r� �\ 4 % �♦f Itjai�l f � j�� - � • ,, r . 0111111111 I1. J.T X1 4'♦ R% '1. 'J, r` \\ _ �,'JLf • �` _ ,..r lrr.,..-Tri I.. ALL ..r .,r �10 �r\/r\/r\/r\/r rr i♦� J Y - W-CF41AY IN ,� • , , ,C00WARETE r f -SLA I r r "i t r • 1. ♦ - FLAX .,-r�,� ,�� ►�tz�z�tcx�t.,{a .car r , ♦ 40 (aW - ♦ t i\ S ,, r : ! ♦11�♦ [ ram TO , -. J r : r ' ,.r� / % % % '/ % tom•,,^• , � � •/, / / - . 0 POOL SA0Q9.M4 . ASSEMBLY (&Water Ition 2.0* (50m) OW NOTEst r.brr,Ml4r! •• • i _.s. r HK VA 'r` -r V005 ANO r W r.. INOR Lai VULTAOL♦ �♦ ... HILL us BALL. SAMMMMUSKLIM104AMMUMN WNW . - r r , ♦ 4IMMOMSIRM CMAINEIMMMTO WALL YAW* ,,00'9R#XLIRWAPj SRAM / r i\rr�\i rririIMCMIOW"0144AYSOLLIDE IKAWMAIUMNaffIVHK #u mww" r 6ftyAvw TO ' � f, ', ♦ • a / .,.:1 r J •.:f fa i '.L ,.. r- .. _.. ...-:, :• wI I I." r': . a. r\�+ �' _��1�!"� Vf 1W RECIMAM A. r •fy r:' r. ALL RWWj& WTALLAIM SKI. W IN AC00012 MW NUM MR ALL OM MIM Vr4M NNW : `.r:. ..,- ,.. %ftr V.. a a r Y95M.r ��,�`,. ° ate°\ \.°�.♦ °a1�\� �... r r r.:_ :r : .:I".. r: '. (: R 6 EAM AM PMO 010115M W SWU W MW AM NO MW OVVMYM MA AL _:G"WA& ISTALLAMM ���� at r r ,r 6F 1W WOW '.r I. AS t�OROMLLICININK q. NO 0= 001M OR FM MAY BE A110M MW a==& OWSM11YIMMMMINAMPAMOMM VAC409wOHTWO (2A70 JkhW aid low) &AWA1VALLQWM0UXAFMV1V1YT1t I, CITY ONF BAKERSFIELD CIrry OF BAKERSFIELD CITY OF BAKERSFIELD DETAILS FOR P111ING, DETA" FOR ELECMCAL COMUff DETAILS FOR POTABLE „ r / TOP MOLW , r ,! J ry f r _ ^' y • I .. � ;}.. w► � r , ,';ry ,. ` iii \\'\\ �\//\\� \� \/, ♦ .,.I I • :f'. :I I.' rr`� r%f �- A11044,%�0' r ► - «rr J r: - - --TOP Motw- STAINIMS SIM �,+ r , '. 1 '� i N.r: �. _: rll r. .; .♦ r -`rr ���� t ! ,� i`t ►-rw -, SHK 60 Orw zwi I ._„ yr .,� �: ; , ,... I, , ... ., ,r, /' , ' ♦.': .I - - -- - �r�i .1 TO CafnuL � rr`r- L20-VOLT 55Wa INC,, r .�/ _. ♦ v alr- w \\r\7, i lot --r rI♦ ♦ ;► ' '�t r -r r. :.J :r r1 Iv , ,r - r , \\�``�\\\r `r\ /\\r � .' : I '" . r S• I , .,. :: r .: ':r �.` ♦.' , - 1 ",f /.:: w , /,: .: 4 \rr,• -- ( At r«« • /. r r AV i` _ - =► r r • ::: I, .. : ,-. ",r «r : "../-,` r r - '..0 •' � � r i t r/\�i\`/�/fir/\ 11=1i= � 11=1 I! •. I I I L USE SMU 80 PVC CMW NM AN 910LOW S. ALL r r, f I I III ILII-"� _ .-. _ r _ r ► r r ._N50M aff '.IW= , ,, TO 0122ft 116 RMAL MX= COP, AMP MUV41MIM • r_ l -11 RMA" COMM IM OrAMPARP SWMAIM AMP A6 010M BY IM i , ...,, „._ ... ♦. _ r .: r .. :r : rG ... ..fir' r f: ," ♦:/�. �. �7e.-ta l I AIL IWAVATIMIC411ROMIDWSM SHALL IS TOP V41W. TMAPFROMLANDSCAMINNSAIMIKAv r / 1. ._' - . r. ♦ .;' ,, --; ,::r ... :.. r _.•._. .-,; r. . -- '.' ':« / r' r.` - - - r - r FOR 50 OI r : �'tiNN __ 1ro-WAA MY AIV ALL "W10611AMMOSIVUBE C-1 T_ YX OF BAKERSFIELD r ! C I T_ YX %f JN F r ! AKE r, �.. F I E L DR EI CITY B-A--K-ERSFIELD i DffAffiS FOP, REMOTE CONTROL VALVES• DETAILS FOR TOP MOUNT, STAINLESS STEEL LANDSCAPE AM IRRIGATION DETAILS FOR CONTROLLER ENCLOSURE •US IRRIGATION HEADS f ,. � Y i •' .,. i :SI M ♦.•'♦. r .. 1 as M' •••• s '' t .^,1 !♦♦♦ ETAF CALCULAl10NS TOTAL ETAF X AREA 9,991 TOTAL AREA 38,062 SQ. FL AVERAGE ETAF 0.37 AVERAGE ETAF FOR REGULAR LANDSCAPE AREAS MUST BE 0.45 OR BELOW FOR NON-RESIDENTIAL AREAS. ETWU - ESTIMATED TOTAL WATER USE MAWA - MAXIMUM APPLIED WATER ALLOWANCE PF - PLANT FACTOR FROM WUCOLS ETAF - EVAPOTRANSPIRATION ADJUSTMENT FACTOR IE - IRRIGATION EFFICIENCY (0.75 FOR OVERHEAD SPRAY AND 0.81 FOR DRiP SYSTEM.) 13 1 1 ��111 REFERENCE EVAPOTRANSPIRATION (ET.) BAKERSFIELD = 52.4 HYDROZONE# /PLANTING DESCRIPTION LINT (PF) IRRIGATION METHOD IRRIGATION EFFICIENCY (IE) ETAF (PFAE) LANDSCAPE AREA ETAF X LS AREA ESTIMATED TOTAL WATER USE (ETWU) 2) STREETSCAPE SHRUBS & TREES (ETCHARD RD) 0.3 DRIP 0.81 0.37 14,130 SQ. FT. 5,228 169,847 GAL 2) DECOMPOSED GRANITE (ETCHARD RD) - - - - 11,060 SQ. FT. - 0 GAL 3) STREETSCAPE SHRUBS & TREES (SNOW RD) 0.3 DRIP 0.81 0.37 12,872 SQ. FT. 4,763 154,740GAL TOTALS 38,062 SQ. FT. ETWU = (ETp)(0.62)(ETAF X LANDSCAPE AREA) 9,991 44% ETWU TOTAL 324,587 GAL MAWA 556,062 GAL ETWU = (52.4 INCHES)(0.62)(9,991)=324.587 GALLONS PER YEAR MAWA = (ETO)(0.62)(ETAF X LANDSCAPE AREA) MAWA = (52.4 INCHES)(0.62)(0.45 X 38,062) =556.451 GALLONS PER YEAR THE ETWU IS LESS 1HAN MAWA. THE WATER BUDGET COMPUES WITH THE MAWA. HYDROZONE TABLE HYDRO HYDROZONE ATEA OF tnm AREA OF ZONE DESCRIPTION WATER HYDROZONE % OF TOTAL LS AREA HYDROZONE C- r USE COVERAGE z COVERAGE 1) SHRUBS 1 14,130 SF 56% 0.56 o CO & TREES Z � .,mo O CL c� o �- 2) DECOMPOSED 0 11,060 SF 44% 0 GRANITE `- w (0 a. - co 25,190 SF 1100% LS AREA 0.56 HIGH WATER USE: 3 MODERATE WATER USE: 2 LOW WATER USE: 1 s THE HYDROZONE SETTINGS AND THE SQUARE FOOTAGE COVERED BY EACH HYDROZONE SHALL BE INSTALLED AS PRS IN HYDROZONE TABLE, AND IN ACCORDANCE WITH THE APPROVED PLANS. IRRIGATION NOTES: 1. CONTRACTOR MALI. CHECK & VERIFY ALL SITE CONDITIONS, UTILITIES & SERVICES PRIOR TO TRENCHING. 2. All SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR MAXIMUM COVERAGE WITH MINIMUM OVERSPRAY. ADJUST ALL IRRIGATION HEADS TO ELIMINATE OVERSPRAY ON ADJACENT HARD SURFACE AREAS. PROVIDE ADJUSTABLE ARC NOZZLE FOR IRRIGATION HEADS WHERE OVERSPRAY IS EXCESSIVE. PROVIDE CHECK VALVES WHERE NEEDED TO PREVENT LOW HEAD DRAINAGE 3. CONTRACTOR SHALL BE RESPONSIBiE FOR MEETING ALL CROSS CONNECTION CONTROL STANDARDS AND CONNECTION CONTROL STANDARDS, AND SHALL PERFORM WORK IN SUCH A MANNER AS TO MEET CURRENT INDUSTRY STANDARDS FOR IRRIGATION SYSTEM CONSTRUCTION. 4. INSTALL RAIBIRD SEAL-A-MATIC HEADS AT ALL LOW SPOTS ADJACENT TO PAVEMENTS WHERE LOW HEAD DRAINAGE WILL CAUSE WATER WEEPING ONTO PAVEMENTS. 5. ALL LOCATIONS OF IRRIGATION COMPONENTS ARE APPROXIMATE AND DIAGRAMMATIC AS SHOWN. CONTRACTOR IS RESPONSIBLE FOR THE ACTUAL PLACEMENT OF EACH COMPONENT AND FOR OBTAINING APPROPRIATE IRRIGATION WATER COVERAGE. IF CONFLICTS EXIST CONTRACTOR SHALL NOTIFY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE PRIOR TO PLACING THE COMPONENT. 6. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEiE POSSIBLE. 7. ALL ACCUMULATIVE LATERAL AND MAINLINE IRRIGATION LINES RUNNING UNDER ANY WALK OR PAVEMENT TO BE INSTALLED 2.5 FEET DEEP, IN SCH. 40 PVC SLEEVES AT TWICE THE DIAMETER OF THE IRRIGATION UNE UNLESS OTHERWISE NOTED. ALL ELECTRICAL CONDUITS SHALL HAVE 1' MIN. DIA FOR 110 VOLTS AND 2" MIN. DIA FOR LOW VOLTAGE & SPLICING OF 24 VOLT WINDS WALL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COL DE EXCESS WIRE AT EACH SPLICE LABEL All. WARES WITH WATERPROOF MARKERS AT ALL SPLICES, VALVE MANIFOLDS AND CONTROLLER. 9. INSTALL VALVE BOXES 12' FROM AND PERPENDICULAR TO WALKS, CURB, LAWN, BUILDINGS OR LANDSCAPE FEATURES. AT MULTiPL.E VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH BOX SHALL OF 6" APART. SHORT SIDE OF THE VALVE BOX SHALL BE PARALLEL. TO WALK, CURB, LAWN ETC. INSTALL ONE VALVE PER BOX ONLY. 10. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWING WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MiGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH DESTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT UP THE ATTENTION OF THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. IN THE EVEN THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER. 11. THE CONTRACTOR SHALL PROVIDE AND KEEP AN UP-TO-DATE 'RECORD DRAWING' SHOWING ALL CHANGES TO THE ORIGINAL DRAWINGS AND EXACT LOCATIONS � FACILITIES INSTALLED R#FOE FINAL INSPECTION. THE CONTRACTOR SHALL FURNISH 'RECORD DRAWINGS' TO THE PROJECT INSPECTOR AND CITY ENGINEER. 12. THE SYSTEM iS DESIGNED FOR THE PERFORMANCE LISTED ON THE IRRIGATION SCHEDULE CONTRACTOR WILL VERIFY ON-SITE WATER PRESSURE AND WILL ADJUST SYSTEM DESIGN IF APPROPRIATE. 11 ALL CONTROL WARE NOT INSTALLED ALONG MAIN LINE WILL BE INSTALLED IN SCH. 40 PVC CONDUIT. ALL CONTROL WIRE TO BE INSTALLED AS 14 GAUGE UNLESS OTHERWISE NOTED. 14. INSTALL ALL VALVES AND Q.C.V. HIDDEN AND IN SHRUB BEDS WHERE POSSIBLE. VALVE BOXES SHOULD BE PERPENDICULAR TO THE SIDEWALK, CURB OR WALL 15. CONTRACTOR WALL SUPPLY LAMINATED TWO (2) 11x17 INCH AND ONE (1) REPRODUCIBLE AS -BUILT DRAWINGS TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 16. USE ONLY 711 PVC CEMENT AND PRIMER. 17. LABEL ALL VALVES WITH METAL TAG INDICATING CIRCUIT NUMBER AND CONTROLLER IDENTIFICATION. I& QUANTiTIES FOR IRRIGATION EQUIPMENT AND COMPONENTS APPEAR IN THE LEGEND FOR CITY OF BAKERSFIELD USE. BIDDING CONTRACTOR SHALL NOTE THAT RAN SHALL PREVAIL WHEN VERIFYING QUANTITIES OF IRRIGATION EQUIPMENT AND COMPONENTS. 19. CONTRACTOR SHALL PROVIDE & INSTALL (2) HOT WIGS TO EACH VALVE. CONNECT ONE & THE SECOND WALL BE A SPARE (RED), BLUE TO BE USED FOR MASTER VALVE VERIFY WITH CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 20, CONTRACTOR SHALL PROVIDE & INSTALL A SCH. 80 PVC UNION & BALL VALVE THE SAME SIZE AS VALVE 0 EACH VALVE LOCATION. 21. CONTRACTOR SHALL ENGRAVE a• Of THE CURB "., ERE (_eA9S1NV ARE LOCATED. 22. THE CONTRACTOR SHALL UTILIZE AND/OR PROVIDE AN EXISTING IRRIGATION MAINLINE AND WIRES FROM AND/OR TO ANY ADJACENT PHASE UNE OR DEVELOPMENT LIMITS TO COMPLETE ANY CURRENT OR FUTURE IRRIGATION SYSTEMS, PROVIDING THE SYSTEM CAN PROPERLY MEET THE DESIGNED CONDITIONS. SHOULD THE CONTRACTOR BE REQUIRED TO UTILIZE THE EXISTING FUTURE SERVICES, THE EXISTING IRRIGATION SYSTEM SHALL BE UPDATED WITH ALL THE NECESSARY IRRIGATION EQUIPMENT AS PART OF THE CURRENT PROJECT, PER THE DIRECTION OF THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT REPRESENTATIVE. , 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE 'FIELD RECORD' SET OF BLUE LINE PRINTS WHICH SHALL BE CORRECTED DAILY INDICATING EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECIFICATIONS, INCLUDING EXACT LOCATIONS, SIZES, AND KINDS OF EQUIPMENT. THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS ANO 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 WARE g. QUICK COUPLING VALVES h. IRRIGATION SLEEVE LOCATIONS L PLANT MATERIAL SUBSTITUTION OR LAYOUT CHANCES 4. BEFORE THE DATE OF THE FINAL INSPECTION, THE CONTRACTOR SMALL DELIVER THE CORRECiED 'FIELD RECORD' SET TO THE LANDSCAPE ARCHITECT WHO WILL USE THE INFORMATION M CREATE A (LEAN SET OF RECORD DRAWINGS'. ALL WORK SHALL DE SUBJECT M APPROVAL BY THE LANDSCAPE ARCHITECT OR THE OWNER•S REPRESENTATIVE AND IS SUBJECT TO VERIFICATION. DELIVERY OF THE 'FIELD PECOD' SET WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING REQUIRED INFORMATION THAT MAY BE OMITTED FROM THE PRINTS COMPILED AT THE SITE. THE LANDSCAPE ARCHITECT WILL USE THE INFORMATION TO PRODUCE: fl. A CLEAN SET OF RECORD DRAWINGS WHICH WILL BE SUBMITTED TO THE CITY OF BAKERSFIELD AS THE OFFICIAL 'RECORD DRAWINGS' FOR THE PROJECT. b. THE CONTRACTOR SHALL STAMP AND SIGN EACH SHEET TO INDICATE 'RECORD DRAWINGS' AS PROVIDED BY CONTRACTOR'S REPRESENTATIVE. C. CONTROLLER CHARTS SHALL BE PRODUCED UtED FROM THE FINAL APPROVED 'RECD DRAWINGS. 5. CONTROLLER CHARTS: a. PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED AND ONE ELECTRONIC COPY. b. THE CHART SHALL SHOW THE AREA CONTROLLED BY EACH AUTOMATIC CONTROLLER AND SHALL BE REDUCED IN SIZE TO AND 11'X17' OF THE APPROVED 'RECORD DRAWINGS'. C. THE CHART SHALL NE A BLUELINE OZALIO 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 MEETS SHALL BE A MINIMUM OF 10 MIL THICKNESS EACH. rn H O tnm � O o Z EY Q V N C- r (j) UZOdd- z 0<00W W 0) 00 o CO W Z � .,mo O CL c� o �- W U M w W aC `- w (0 a. - co N W Q 0 m 4 7:1x7 H v co a ..j �= -o c Z o Z W V d� CL (j) 000 z 0<00W W 0) 00 o CO W Z � .,mo O CL c� o �- o 'j 1- W aC Q c 0 4 0111111111 7:1x7 1.5-6968 Ph 1 & 9 H v co a ..j �= -o c Z o Z W V d� CL (j) 000 z 0<00W W 0) 00 o CO W Z � .,mo O CL c� o �- o 'j 1- W aC Q c 0 4 1.5-6968 Ph 1 & 9 0 FINISH GRADE/TOP OF MULCH OQUICK -COUPLING VALVE: RAIN BIRD MODEL 44LRC V VALVE BOX WITH COVER: RAIN BIRD VB-6RND J 3 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) Ufi BRICK (1 OF 2) l:J 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 RQ/N � B/RD PER RAIN BIRD SPECIFICATIONS N.T.S ca L'J IRRIGATION CONTROLLER: RAIN BIRD ESP-LXME CONTROLLER IN PLASTIC CABINET. INSTALL CONTROLLER AND CABINET INTO V.I.T. S822SS M STAINLESS STEEL ENCLOSURE PER MANUFACTURER'S ...J W co RECOMMENDATIONS. co J JUNCTION BOX v = U3 1 -INCH CONDUIT AND FITTINGS TO POWER SUPPLY 00 O4 POWER SUPPLY WIRE 0 2 -INCH CONDUIT AND FITTINGS FOR STATION WIRES 6 ® WIRES TO REMOTE CONTROL VALVES I NOTES: 1. ESP-LXME CONTROLLER IS AVAILABLE IN 8- OR 12 -STATION BASE MODELS. ADDITIONAL MODULES IN 0 4-, 8- AND 12 -STATION VERSIONS MAY BE ADDED TO o��a BRING THE CONTROLLER UP TO 48 STATIONS MAXIMUM. 2. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH a MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT 0 ZZ THE BASE OF CONTROLLER AND TRANSITION LARGER — VALVE AND COMMON WIRES FROM FIELD TO 18 AWG ui Lu MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. V 3. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. v� 4. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. ESP- LXME CONTROLLER IN PLASTIC CABINET PER RAIN BIRD SPECFICATIONS N.T.S FEBCO MODEL 826Y REDUCED PRESSURE ASSEMBLY - OUTSIDE INSTALLATION N.T.S NIF . t'� •����•v ;''t � {•. p . fid; 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 J" WASHED GRAVEL BRICK (1 OF 4) FILTER FABRIC 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. rH'*� ISOLATION GATE VALVE DETAI- L—$ N.T.S O FINISH GRADE/TOP OF MULCH O ROOT WATERING SYSTEM: RAIN BIRD RWS O SWING ASSEMBLY (INCLUDED) 1/2- (1,3 CM) MALE NPT INLET (INCLUDED) 0 PVC SCH 40 TEE OR EL PVC OR POLYETHYLENE LATERAL PIPE �? OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS 4" (10,2 CM) WIDE X 36" (91,4 CM) LONG RIGID BASKET WEAVE CANISTER (INCLUDED) 0 PLANT ROOT BALL F5,77,45ONSB/RD 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, 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. A F 1 JVI4. TV vvIwv1I 11wM VALVE BOX TO CONTROLLER K L-8 0 11F OF PIPE, N.T.S 0 30 -INCH LINEAR LENGTH OF WIRE, COILED WATERPROOF CONNECTION RAIN BIRD SPLICE -1 (1 OF 2) Q ID TAG: RAIN BIRD VID SERIES U4 REMOTE CONTROL VALVE: RAIN BI PESB-PRS-D WITH NHAN Q VALVE BOX WITH COVER: RAIN BIRO VB -STD FINISH GRADE/TOP OF MULCH PVC SCH 80 NIPPLE (CLOSE) s PVC SCH 40 ELL 9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ELECTRIC REMOTE -CONTROL VALVE PES SERIES PER RAI! BIRD SPECFICATIONS N.T.S M V MASTER VALVE F FLOW SENSOR 0 1 RAIN BIRD 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 BRICK (1 OF 4) VALVE BOX WITH COVER - 12 -INCH SIZE Q FINISH GRADE 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 11 1 1/2- SCH. 40 CONDUIT FROM MASTER VALVE TO FLOW SENSOR 10 BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND SCH 40 ELI_ 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE 16 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL 1OX PIPE 5X PIPE — DIAMETER DIAMETER UPSTREAM DOWNSTREAM 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 STRAIGHT PIPE MINIMUM -,-, e� w - �� � N.T.S VMOOEL PCB BUBBLER V FINISH GRADE @RAINBIRD SWING ASSEMBLY V LATERAL TEE OR ELL @LATERAL PIPE Li INSTALL ONE PCB BUBBLER PER SHRUB, TYP. PER HUNTER SPECIFICATIONS N.T.S ? .� T SIDEWALK L L M MAINLINE 0 BACK TRE OF SIDEWALK CENTERED PCB BUBBLER. ONE PER BUBBLER. SHRUB (TYP.) LATERAL LINE 12" BAC( SHRUB SEE DETAIL N. THIS SHEET OF EACH SHRUB. ROOTBALL BLOCK WALL • • ��i . ,� �1 Int • �y 29 `, fit I I TREE a I;I w ROOTBALL pox o t- ac I 2f) PROPERTY UNE � iI1 t1 t`I x _I1 I SHRUB LATERAL a1A PCB BUBBLER. ONE PER SHRUB LATERAL SHRUB (TYP.) SEE DETAIL RAINBIRO RWS, TWO N. THIS SHEET PER TREE (TYP). SEE DETAIL J. THIS SHEET. TREE LATERAL t►N VEw rp TYPICAL PLANTING 8 IRRIGATION LAYOUT -$ N.T.s 4D Od ca Z J co M ...J W co Z 0 co J ui •c� z_ v = a W o. LL .� 000 c Z Z 0 (0 o Lu 0) 0 _0 ~ o��a F— w co O a 0 ZZ — ui Lu V � a v� in W J 0 �IIIIIIIII 4D Od ca Z J co M ...J W co Z 0 co J ui •c� z_ v = a W o. LL .� 000 c Z Z 0 (0 o Lu 0) 0 _0 ~ o��a F— w co O a 0 ZZ — ui Lu V � a v� in W J 0 w w 1 J m 1.5-16968 Ph 1 & 9 A. GENERAL NOTES: 1. BIDDING: IT SHALL BE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIOS, 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. • 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 (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. 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) 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. 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 MAIIERIALS: 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 GUY$ 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 NTH 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. CERTIFI ATES: 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. G. DECOMPOSED GRANITE: 1. DECOMPOSED GRANITE SHALL BE DERIVED FROM THE CRUSHING AND SCREENING OF NATURALLY FRIABLE GRANITE. THE BLENDING OF COURSE SAND WITH ROCKS DUST IS NOT PERMITTED. 2. BASE COURSE: MATERIAL FROM LOCAL SOURCES COMMONLY USED FOR ROAD BASE CONSTRUCTION, PASSING THE FOLLOWING SIEVE ANALYSIS AS DETERMINED BY ASTM C136 METHODOLOGY. BASE COURSE SIEVE SIZES PERCENTAGE PASSING 1/2" 100 3/8" 80-90 NO. 4 50-80 NO. 30 25-55 NO. 100 10-20 NO. 200 5-18 3. SAND EQUIVALENT: AS DETERMINED BY ASTM D2419 METHODOLOGY (CALTRANS 217): MINIMUM OF 30. 4. R -VALUE: AS DETERMINED BY ASTM D2488 METHODOLOGY (CALTRANS 301): MINIMUM OF 70. 5. COLOR: COLOR TO BE GOLDEN BROWN EARTH -TONE 6. STABILIZING ORGANIC BINDER: ENVIROSEAL M10 OR APPROVED EQUAL. SHALL HAVE A MINIMUM SWELL VOLUME OF 32 ML/GM AND BE APPROVED BY THE ' CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. THE BINDER SHOULD BE INCORPORATED WITH THE GRANITE FINES PER THE MANUFACTURER'S RECOMMENDATIONS AND AS APPROVED BY THE OWNER. BLENDING WITH THE USE OF BUCKET LOADER OR SIMILAR IS NOT ACCEPTABLE. THE MIXING FACILITY AND MIXING METHOD SHALL BE AVAILABLE TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT INSPEC11ON UPON REQUEST. 7. DECOMPOSED GRANITE SHALL BE PLACED TO A MINIMUM DEPTH OF 3" MIN. COMPACTED, PER PLAN. 8. A 6" CONCRETE MOW CURB SHALL SEPARATE THE DECOMPOSED GRANITE FROM THE BLOCK WALL & LANDSCAPING (SEE DETAIL BELOW). SUBGRADE FOR DG AREA SMALL BE COMPACTED TO 90% VViRI-Mo IL" EARTH TO 90% BLOCK WALL rn M co t7 � M 47, n:5 I. ..j JW Z 0 Z co ,� �r I" � vomit• _0 I P. c d <� Z o o v w 00 a W I- . In < 0) w cfl >- w co W v N W Q. ti,1 Y � in J 0 N w � ` � .� �=----- Win.• 1.5-6968 Ph 1 & 9 od co � Z Q 0 co I. ..j JW Z C6 cl) W < ,� �r I" Z z= _0 CL (L 2 P. c d VC0 co Z o o ui 0� a W I- . In < 0) ZZ v J� W Q. ti,1 J 0 1.5-6968 Ph 1 & 9 od co � Z Q 0 co a ..j JW Z C6 cl) W < ,� �r I" Z z= _0 CL (L 2 P. c d VC0 co Z o o ui 0� a W I- . In < 0) ZZ v J� W Q. ti,1 J 0 1.5-6968 Ph 1 & 9