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1.5-6825 Ph 1 & 3
?K SITE PARK SITE TACT NO. 68� STREETSCAPE PEES 1 & 3 D O W N S A V E N U E I ! I PARK LOT � I CC N a N r LIMITS OF PUBLIC, BERKSHIRE R OAn coNSrnucnoN LIMITS OF PUBLIC -J LANDSCAPE CONSTRUC11ON Aft- 27. PRIOR TO INSTALLATION TO ANY SGNAGE, 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 SINNED PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGNS). APPROVAL OF WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIG NAGE. SCALE: 1 " = 100' 100 50 0 100 200 CmENERAL PROJECT NOTES. 1. PRICK TO START OF ANY PHASE OF CONSTRUCTION. ALL UTILITIES, METERS (POWER & WATER) MUST BE WHITE LN SET AND FULLY OPERATIONAL.. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL PUBLIC UTILITY STANDARDS AND SPECIFICATIONS. CONTRACTOR WILT.. ALSO BE RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES TO START ELECTRICAL AND DATER SERVICE IN TIME FOR CONSTRUCTION. 3. CONTRACTOR MALL BE RESPONSIBLE FOR MEETING ALL APPROPRIATE PUBLIC UTILITY STANDARDS, WHITE LN SPECIFICATIONS AND METHODS OF CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CITY PARKS,, 326 -3354, AND PUBLIC WORKS, 326 -3049 FOR AN ON -SITE PRE - CONSTRUCTION MEETING. D S. CONTRACTOR WILL COORDINATE CONSTRUCTION WITH THE PROJECT MANAGER OR OWNER'S REPRESENTATIVE C 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 PRIG' 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. HARRIS 7. CONTRACTOR IS RESPONSIBLE FOR SECURING FINAL WRITTEN ACCEPTANCE BY THE PROJECT MANAGER 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, LIMITS OF PUBLIC OR OTHERWISE UNSUITABLE PLANT MATERIAL UNTIL THE PROJECT MANAGER OR OWNER'S REPRESENTATIVE, IN LANDSCAPE WRITING, ACCEPTS THIS WORK. CONSTRUCTION & CONTRACTOR WILL FIELD VERIFY FINISHED GRADES AND VERIFY THAT THERE IS POSITIVE SURFACE DRAINAGE IN ALL PLANTERS, TURF AREAS AND AWAY FROM ALL PLANTING HOLES. IF POSITIVE DRAINAGE DOES NOT EXIST NOTIFY PROJECT MANAGER OR OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING FOR 0 WRITTEN AUTHORIZATION AND INSTRUCTIONS TO PROCEED. 9. CONTRACTOR SHALL DEMONSTRATE TO PROJECT MANAGER OR OWNER'S REPRESENTATIVE THE FURNISHING 0 AND INSTALLATION OF SPECIFIED SOIL AMENDMENTS SEE SPECIFICATIONS WHETHER A SOILS TEST IS � REQUIRED OR NOT. z m 10. QUANTITIES ARE PROJECT MANAGER ESTIMATE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL APPEARING ON PLAN. r � 11. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN a OBSTRUCTIONS AND /OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH � C7 CONDITION SHALL BE IMMEDIATELY REPORTED IN WRITING TO THE ATTENTION OF THE PROJECT MANAGER. 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 C ACCOMPLISH PLANTING OPERATIONS. 13. ALL PLANT MATERIAL SHALL BE APPROVED BY THE PROJECT MANAGER OR OWNER'S REPRESENTATIVE. 14. FINAL LOCATION OF ALL PLANT MATERIALS SHALT. BE SUBJECT TO THE APPROVAL OF THE PROJECT MANAGER OR OWNER'S REPRESENTATIVE. 15. CONTRACTOR SHALL NOTIFY PROJECT MANAGER OR OWINER'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 ;u REQUIREMENTS. 17. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR SHALL CONTACT PROJECT. MANAGER FOR RESOLUTION, FAILURE TO FAKE SUCH CONFLICTS KNOWN TO THE PROJECT MANAGER 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 LD ORTS VILLAGE GRADES HAVE BEEN ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND SOIL PREPARED, AND THE WORK APPROVED BY THE PROJECT MANAGER OR OWNER'S REPRESENTATIVE. 19. PROVIDE ROOT BARRIER FOR TREES WITHIN 6' OF ANY EXISTING OR PROPOSED PAVING OR STRUCTURE. 20. CITY OF BAKERSFIELD STANDARDS DETAILS, INCLUDED WITH THIS DRAWING SET, TAKE PRECEDENCE OVER ALL OTHER SPECIFICATIONS OR DETAILS. 21. CONTRACTOR SHALL INSTALL A 6' CONCRETE MOWMCURB AS PER C.O.B. STANDARDS AT EACH PHASE LINE AND LIMIT OF CONSTRUCTION LINE. 22. EXISTING PLANT MATERIAL SHOWN IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANT MATERIAL IN CONFLICT WITH NEW CONDITION REGARDING; REMOVAL, RELOCATION, MAINTENANCE DURING CONSTRUCTION IN ORDER TO MEET THE INTENT OF THE CONSTRUCTION DRAWINGS. 23. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BARRICADES IN ORDER TO FILL THE REQUIREMENTS OF EXISTING PLANTING PROTECTION PER SPECIFICATION. 24. EXISTING PLANT MATERIAL SHOWN ON PLANS IS DIAGRAMMATIC. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AT THE SITE TO FAMILIARIZE HIMSELF PRIG TO START OF WORK. 25. ALL TREES UNDER UTILITY LINES ARE SUBJECT TO CHANGE PER C.O.B. 26. CONTRACTOR SHALL DEMONSTRATE TO OWNER'S REPRESENTA11 IE THE FURNISHING AND INSTALLATION OF SPECIFIED SOIL AMENDMENTS WHETHER A SOILS TEST IS REQUIRED OR NOT. 27. PRIOR TO INSTALLATION TO ANY SGNAGE, 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 SINNED PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGNS). APPROVAL OF WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIG NAGE. SCALE: 1 " = 100' 100 50 0 100 200 VICINITY MAP. NOT TO SCALE NOTES: ALL POINTS OF CONNECTION FOR ELECTRICAL SERVICE FOR IRRIGA11ON SYSTEMS SHAD. BE INDEPENDENT FROM THE TRAFFIC SIGNAL POWER SOURCE/STREET LIGHTING POWER SOURCE. A SINGLE LINE SCHEMATIC FOR IRRIGATION SYSTEMS SHALL BE REVIEWED AND APPROVED BY CITY ENGINEER PRIOR TO START OF ANY LANDSCAPE /IRRIGATION INSTALLATIONS. PRIOR TO ANY PLANTING OF NON -TURF AREAS, THE SOIL OF ALL SUCH AREAS SHALL BE STERILIZED WITH A CHEMICAL RECOMMENDED BY A CERTIFIED PEST CONTROL ADVISOR AND APPLIED BY A CERTIFIED PEST CONTROL APPLICATOR. ALSO, NO LESS THAN TWO WEEKS PRIOR TO FINAL CITY ACCEPTANCE, A PRE - EMERGENT CHEMICAL SHALL BE APPLIED BY A CERTIFIED PEST CONTROL APPLICATOR. 24 HOUR NOTICE IS REQUIRED PRIOR TO START OF CONSTRUCTION. CALL CITY CONSTRUCTION SECTION AT (661) 326 -3049 AND CITY PARKS AT (661) 326 -3354. BEFORE ANY EXCAVATION CONTACT USA UNDERGROUND SERVICE ALERT, 1- 800 - 227 -2600, FOR LOCATIONS OF EXISTING UTILITIES. BENCH MARK: TOP OF CONCRETE MONUMENT IN LAIAPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE MCK OF WALK TO THE SM OF WALT. M 22*5W SR THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE UM OF CM 10 THE BACK OF WALL IS- X486 SF. THE TOTAL SQUARE FOOTAGE OF THE MEDIAN ISLANDS AS MEASURED FROM THE BACK OF CURB TO IK BACK OF CM 1S: SJ65 SF. ENGINEER'S STATEMENT: 1 HERBY STATE THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF @AKERSFIELD FINANCES, STANDARDS, AND DEIGN 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 THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION, APP . . . . . . . ROGER MdNTOSH, McINTOSH & ASSOC. DATE R.C.E. i 33322, EXP.-30-14 ,& REVIEWED BY,%(� INDEX OF SHEETS ARK t�IS1R do FAgL171ES PLANNER ATE SHEET TITLE �l � REVIEWED BY: L -1 TITLE SHEET TRAFFIC ENGINEER on,E L -2 PLANTING PLAN APPROVED BY: ��l/� `��izzt�kti L -3 PLANTING PLAN NIcous C. mac, rueuc WORKS areEcrae, an a euctasn�n onh R.GE/ 81069, EXP. 72 -31 -14 APPROVED BY 111E CITY Q1g1EER ONLY FOR AREAS OF PUBLIC MAINTENANCE. L -4 PLANTING LEGEND, NOTES &DETAILS L -5 IRRIGATION PLAN L -6 IRRIGATION PLAN L -7 IRRIGATION NOTES &DETAILS WHITE LN av c z WHITE LN D C HARRIS PANAMA LN 0 0 � z m r � a � C7 PROJEC T �J C m SITE z ;u TAFT H WY JED LD ORTS VILLAGE VICINITY MAP. NOT TO SCALE NOTES: ALL POINTS OF CONNECTION FOR ELECTRICAL SERVICE FOR IRRIGA11ON SYSTEMS SHAD. BE INDEPENDENT FROM THE TRAFFIC SIGNAL POWER SOURCE/STREET LIGHTING POWER SOURCE. A SINGLE LINE SCHEMATIC FOR IRRIGATION SYSTEMS SHALL BE REVIEWED AND APPROVED BY CITY ENGINEER PRIOR TO START OF ANY LANDSCAPE /IRRIGATION INSTALLATIONS. PRIOR TO ANY PLANTING OF NON -TURF AREAS, THE SOIL OF ALL SUCH AREAS SHALL BE STERILIZED WITH A CHEMICAL RECOMMENDED BY A CERTIFIED PEST CONTROL ADVISOR AND APPLIED BY A CERTIFIED PEST CONTROL APPLICATOR. ALSO, NO LESS THAN TWO WEEKS PRIOR TO FINAL CITY ACCEPTANCE, A PRE - EMERGENT CHEMICAL SHALL BE APPLIED BY A CERTIFIED PEST CONTROL APPLICATOR. 24 HOUR NOTICE IS REQUIRED PRIOR TO START OF CONSTRUCTION. CALL CITY CONSTRUCTION SECTION AT (661) 326 -3049 AND CITY PARKS AT (661) 326 -3354. BEFORE ANY EXCAVATION CONTACT USA UNDERGROUND SERVICE ALERT, 1- 800 - 227 -2600, FOR LOCATIONS OF EXISTING UTILITIES. BENCH MARK: TOP OF CONCRETE MONUMENT IN LAIAPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE MCK OF WALK TO THE SM OF WALT. M 22*5W SR THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE UM OF CM 10 THE BACK OF WALL IS- X486 SF. THE TOTAL SQUARE FOOTAGE OF THE MEDIAN ISLANDS AS MEASURED FROM THE BACK OF CURB TO IK BACK OF CM 1S: SJ65 SF. ENGINEER'S STATEMENT: 1 HERBY STATE THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF @AKERSFIELD FINANCES, STANDARDS, AND DEIGN 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 THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION, APP . . . . . . . ROGER MdNTOSH, McINTOSH & ASSOC. DATE R.C.E. i 33322, EXP.-30-14 ,& REVIEWED BY,%(� INDEX OF SHEETS ARK t�IS1R do FAgL171ES PLANNER ATE SHEET TITLE �l � REVIEWED BY: L -1 TITLE SHEET TRAFFIC ENGINEER on,E L -2 PLANTING PLAN APPROVED BY: ��l/� `��izzt�kti L -3 PLANTING PLAN NIcous C. mac, rueuc WORKS areEcrae, an a euctasn�n onh R.GE/ 81069, EXP. 72 -31 -14 APPROVED BY 111E CITY Q1g1EER ONLY FOR AREAS OF PUBLIC MAINTENANCE. L -4 PLANTING LEGEND, NOTES &DETAILS L -5 IRRIGATION PLAN L -6 IRRIGATION PLAN L -7 IRRIGATION NOTES &DETAILS 10f00 (f� ~ T W O O > m Q W � _ _ LINE of W U-) Q (9 W Z co V�U F. Q STA. 15+4, ..,.,, i� J �^ r r --- i J r� r r ! 12 +0° c* BER� KSHIRE ROAD m vr�vvr in��i,,J t i vv j 14+00 15+00 LL W J J W o J m O W > U) Q � W � J ♦, U l� QQ STA. 15+61.65 1 F � j 'aTry9 U. a J W W W W c W Z to c) 04 F- ' Q �C F— - SiGW=45 o" i tlfi1E OF J --- -- 1� J J `^ J !� 18 + 00 L9- 20+00 21+00 1 STA. 11+45 MATCH LINE C, SEE SHEET L -3 1 PROPOSED TRACT WALL - u (19) 18 ♦ ♦ DV (9) P HASE 3 C) ♦ 0 4 I-- 17 f CL (3) - ++ ++ + ♦ ++ + J + •- B (2) ++ W ♦ ACACIA (45) > RB (8) + + Cm (3) Q i -- W t l AZ (9) LINF OF is I lf� r- I � � a � _. .��. i i s s i s s J A6 46 m. r- a& i r x F R + r = ca Q BACCHARIS (45)_, LL I O l 22 +00 _ _ o � o W MAIINTENANCE PERIOD 1. THE CONTRACTOR MALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT TO PERFORM WORK DURING THE POST — INSTALLMENT MAINTENANCE PERIOD, AS SPECIFIED HEREIN INCLUDING BUT NOT LIMITED TO: ADEQUATE WATERING OF PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND OTHER PESTS FOR A MINIMUM PERIOD OF THREE HUNDRED AND SIXTY FIVE (365) DAYS. 2. THE CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING IS COMPLETED, UNTIL FINAL WRITTEN ACCEPTANCE BY THE CITY OF BAKERSFIELD RECREATION do PARKS DEPARTMENT. 3• COST INCURRED DUE TO DAMAGE OR REPLACEMENT DURING THE POST — INSTALLATION MAINTENANCE PERK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. ALL AREAS INCLUDING, BUT NOT LIMITED TO TURF, GROUNDCOVER AREAS, CONCRETE WALKS AND SLABS SHALL BE KEPT CLEAN AND FREE OF WEEDS, LITTER, AND DEBRIS 5. BEFORE WEEDS EXCEED TWO (2) INCHES IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF OFF —S7E. SERIOUS WEEDS PESTS (I.E-BLACKBERRY, NUT SEDGE OR BID WEEDS) SHALL BE SPOT SPRAYED WITH A NON—SELECTIVE POST — EMERGENT HERBICIDE AS SPECIFIED BY A WEED ABATEMENT MANY, AND LEFT MI PLACE FOR (7) DAYS AREAS SPRAYED SHALL REMAIN UNWATERW FOR A YM1 OF FORTY —EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) DAYS AFTER APPLICAl10N AND DISPOSED OF OFF —SITE. 6. CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF DISEASES, INSECTS, AND /OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. SHOULD THE CITY, DURING THE MAINTENANCE PERIOD, DISCOVER THAT THE TERMS FOR THE MAINTENANCE PERIOD AS STATED HEREIN HAVE NOT BEEN STRICTLY ADHERED TO, THEN THE DAYS ACCRUING TOWARD COMPLETION OF SAID MAINTENANCE PERIOD WILL BE TERMINATED. THE MAINTENANCE PERIOD WILL BE EXTENDED ON (1) DAY FOUR EACH DAY THE AREA IS OUT OF ITS MAINTENANCE PERIOD. AFTER THE AREA HAS BEEN BROUGHT UP TO CITY STANDARD, THE CITY WILL REQUIRE A RE—INSPECTION BY A CITY OF BAKERSFIELD RECREA11O N AND PARKS REPRESENTATIVE. WHEN THE INSPECTION IS COMPLETED, AND THE AREA IS IN SATISFACTORY CONDITION, THEN, AND ONLY THEN, WILL THE CITY RE' ACCEPT THE AREA IN WRITING. 7• THE CONTRACTOR SHALL PROPERLY AND COMPLETELY MAINTAIN ALL PARTS OF THE IRRIGATION SYSTEM. & THE CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN SUFFICIENT QUM1111ES 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 LICE KIND AND SIZE AND IN A MANNER SPECIFIED FOR ORIGINAL PLANTINQ IF THE REPLACEMENT PLANTS DO NOT REPRESENT A SIMILAR FOLIAGE IEE'RESENTAMON OF THE ORIGINAL PLANTED MATERIAL, THE CONTRACTOR SHALL REPLACE PLANTS WITH NEXT AVAILABLE UP —SIZED CONTAINER. ALL GROUND COVER SHALL HAVE A TWELVE (12') Sri CLEARING FROM ALL STRUCTURES INCLUDING BUT NOT UMITED TO. SIDEWALK AREAS, WALLS, FENCES, MOW CURBS, VALVE BOXES, TREE BASES, SHRUBS; ETC. 10. SORE THE START OF THE MAINTENANCE PERIOD. THE CONTRACTOR SHALL PREPARE AND SUBMIT ON A (NEW) SET OF BLUE LINE PRINTS AN 'AS BUILT* DRAWING. THE DRAWINGS SHALL INCLUDE ALL DEVIATIONS FROM THE ORIGINAL BID DOCUMENTS MADE DURING CONSTRUCTION THAT AFFECT THE MAIN LINE, CONi1R'.LER LOCATIONS, REMOTE CO)N1Rt VALVES, QUICK— COUPLING VALVES, ALL SPRINKLER HEADS, AND ALL PLANT MATERIAL, THE DRAWINGS SHALL ALSO INDICATE AND SHOW APPROVED SUBSTITU11O NS OF SIZE MATERIAL AND MANUFACTURER'S NAME AND CATALOG NUMBERS ALSO, A SET OF 11 X17 LAMINATED 'AS BUILT' WITH HIGHLIGHTED COLOR CODED IRRIGATION REFERENCE MART AND SCHEDULE, KEYS TO THE CONTROLLER, AND TWO QUICK COUPLER VALVE KEYS WITH GATE VALVE HOSE BIB ATTACHMENT, SHALL BE SUBMITTED TO THE CITY. 11. BEFORE THE START OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL SUBMIT ALL UNEDITED INVOICES OF SAID RAIN BIRD EQUIPMENT TO THE CITY OF BAKERSFIELD RECREATION & PARKS, REPRESENTATIVE FOR THEIR MAXICOM DOLLAR FUND. REFER TO SHEET L -1 FOR GENERAL NOTES REFER TO SHEET L -3 FOR PLANTING NOTES REFER TO SHEET L -4 FOR PLANTING LEGEND REFER. TO SHEET L -4 FOR PLANTING DETAILS SCALE: 1" = 20" 20 10 O 20 40 ° us SIDE, --� LOT. SIDE W • ALL SHRUBS SHALL BE 5 GAL. CONTAINER SIZE OR LARGER. _STREET • LASS SHRUB PLANTING TO BE 1 GAL. CONTAINERS SPACED 18m O.C. au BERKSHIRE ROAD FRONTAGE: 6'x f'x 16' • 1 TREE PER 3W OF LINEAL STREET FRONTAGE 38 TREES i = 1130' OF STREET FRONTAGE /30 = 38 TREES PROVIDED 38 TREES FINISH GRADE 50-70X OF REQUIRED TREES TO BE EVERGREEN 19 TREES 38 TREES REQ• X 5O3X = 19 EVERGREEN TREES MIN, • PROVIDED 23 TREES 2X --- OLD RIVER ROAD FRONTAGE: LANDSCAPE GRADE i o m 1 TREE PER 3O' OF LINEAL STREET FRONTAGE 39 TREES VARIES (V MIN) % 1168' OF STREET FRONTAGE /30 = 39 TREES o PRODDED 39 TREES 50 -70X OF REQUIRED TREES TO BE EVERGREEN 24 TREES 39 TREES REQ. X 54X = 20 EVERGREEN TREES MIN. 27''51 PRODDED 24 TREES VARIES WALL SECTION ) TYP. l I L-2 NOT TO SCALE rk • ' 4.1T 7 34: LANDSCAPE LOT a Q 2 m o Z � BLOCK MALL I Y w 'e m, � <0 I Q FE c FINISHED PAD i m m 4' 2:1 MAX. MATCH EXISTING 4: ix EX. GROUND 2_ 2.096 2.070 EX. GROUND LANDSCAPE AREA COMBINATION SIDEWALK PROPOSED 2:1 MAX. CURB do GUTTER MATCH EXISTING B SECTION — BERKSHIRE ROAD t2 2 NOT TO SCALE 1. THE CONTRACTOR MALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT TO PERFORM WORK DURING THE POST — INSTALLMENT MAINTENANCE PERIOD, AS SPECIFIED HEREIN INCLUDING BUT NOT LIMITED TO: ADEQUATE WATERING OF PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND OTHER PESTS FOR A MINIMUM PERIOD OF THREE HUNDRED AND SIXTY FIVE (365) DAYS. 2. THE CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING IS COMPLETED, UNTIL FINAL WRITTEN ACCEPTANCE BY THE CITY OF BAKERSFIELD RECREATION do PARKS DEPARTMENT. 3• COST INCURRED DUE TO DAMAGE OR REPLACEMENT DURING THE POST — INSTALLATION MAINTENANCE PERK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. ALL AREAS INCLUDING, BUT NOT LIMITED TO TURF, GROUNDCOVER AREAS, CONCRETE WALKS AND SLABS SHALL BE KEPT CLEAN AND FREE OF WEEDS, LITTER, AND DEBRIS 5. BEFORE WEEDS EXCEED TWO (2) INCHES IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF OFF —S7E. SERIOUS WEEDS PESTS (I.E-BLACKBERRY, NUT SEDGE OR BID WEEDS) SHALL BE SPOT SPRAYED WITH A NON—SELECTIVE POST — EMERGENT HERBICIDE AS SPECIFIED BY A WEED ABATEMENT MANY, AND LEFT MI PLACE FOR (7) DAYS AREAS SPRAYED SHALL REMAIN UNWATERW FOR A YM1 OF FORTY —EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) DAYS AFTER APPLICAl10N AND DISPOSED OF OFF —SITE. 6. CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF DISEASES, INSECTS, AND /OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. SHOULD THE CITY, DURING THE MAINTENANCE PERIOD, DISCOVER THAT THE TERMS FOR THE MAINTENANCE PERIOD AS STATED HEREIN HAVE NOT BEEN STRICTLY ADHERED TO, THEN THE DAYS ACCRUING TOWARD COMPLETION OF SAID MAINTENANCE PERIOD WILL BE TERMINATED. THE MAINTENANCE PERIOD WILL BE EXTENDED ON (1) DAY FOUR EACH DAY THE AREA IS OUT OF ITS MAINTENANCE PERIOD. AFTER THE AREA HAS BEEN BROUGHT UP TO CITY STANDARD, THE CITY WILL REQUIRE A RE—INSPECTION BY A CITY OF BAKERSFIELD RECREA11O N AND PARKS REPRESENTATIVE. WHEN THE INSPECTION IS COMPLETED, AND THE AREA IS IN SATISFACTORY CONDITION, THEN, AND ONLY THEN, WILL THE CITY RE' ACCEPT THE AREA IN WRITING. 7• THE CONTRACTOR SHALL PROPERLY AND COMPLETELY MAINTAIN ALL PARTS OF THE IRRIGATION SYSTEM. & THE CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN SUFFICIENT QUM1111ES 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 LICE KIND AND SIZE AND IN A MANNER SPECIFIED FOR ORIGINAL PLANTINQ IF THE REPLACEMENT PLANTS DO NOT REPRESENT A SIMILAR FOLIAGE IEE'RESENTAMON OF THE ORIGINAL PLANTED MATERIAL, THE CONTRACTOR SHALL REPLACE PLANTS WITH NEXT AVAILABLE UP —SIZED CONTAINER. ALL GROUND COVER SHALL HAVE A TWELVE (12') Sri CLEARING FROM ALL STRUCTURES INCLUDING BUT NOT UMITED TO. SIDEWALK AREAS, WALLS, FENCES, MOW CURBS, VALVE BOXES, TREE BASES, SHRUBS; ETC. 10. SORE THE START OF THE MAINTENANCE PERIOD. THE CONTRACTOR SHALL PREPARE AND SUBMIT ON A (NEW) SET OF BLUE LINE PRINTS AN 'AS BUILT* DRAWING. THE DRAWINGS SHALL INCLUDE ALL DEVIATIONS FROM THE ORIGINAL BID DOCUMENTS MADE DURING CONSTRUCTION THAT AFFECT THE MAIN LINE, CONi1R'.LER LOCATIONS, REMOTE CO)N1Rt VALVES, QUICK— COUPLING VALVES, ALL SPRINKLER HEADS, AND ALL PLANT MATERIAL, THE DRAWINGS SHALL ALSO INDICATE AND SHOW APPROVED SUBSTITU11O NS OF SIZE MATERIAL AND MANUFACTURER'S NAME AND CATALOG NUMBERS ALSO, A SET OF 11 X17 LAMINATED 'AS BUILT' WITH HIGHLIGHTED COLOR CODED IRRIGATION REFERENCE MART AND SCHEDULE, KEYS TO THE CONTROLLER, AND TWO QUICK COUPLER VALVE KEYS WITH GATE VALVE HOSE BIB ATTACHMENT, SHALL BE SUBMITTED TO THE CITY. 11. BEFORE THE START OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL SUBMIT ALL UNEDITED INVOICES OF SAID RAIN BIRD EQUIPMENT TO THE CITY OF BAKERSFIELD RECREATION & PARKS, REPRESENTATIVE FOR THEIR MAXICOM DOLLAR FUND. REFER TO SHEET L -1 FOR GENERAL NOTES REFER TO SHEET L -3 FOR PLANTING NOTES REFER TO SHEET L -4 FOR PLANTING LEGEND REFER. TO SHEET L -4 FOR PLANTING DETAILS SCALE: 1" = 20" 20 10 O 20 40 04 1 ■ J a i- L Ems- W f • ♦ + i i i i f M } i t i i i i 0A CD W 38 TREES W K-'l'-N6n CONCRETE 3 L -4 MOWCURB C) DV (4) R8 (10) CL ( W L LL it — + —L ' r _ (3) • 0-7096 OF REQUIRED TREES TO BE EVERGREEN -J i-- Q c 24 TREES i i ■ Z t� W O m Q w w U) 0 wl oz +J �U �Q� ir 12 +0Q r l r ! r ! STAMPED CONCRETE HARDSCAPE { �(� V ■ ■■ l ! �r ! BACCHARIS (600) MEDIAN RAMP L —0 16 +0a — --1- — ■ V .. ' PHASE 1 I I � PHASE 1 ` 4 i �I 1� I.L � Q I 0 Oi Az (1o) I I LINE OF SIGHT=! I I I BACpiARIS (250) LJ (8) n 0 W +' + + + + + +:► w + + + + + + + + + + + ++ Ll , (r) A R/W W Zo ACACIA (55) r% - FREETSCAPE PTA. 23+15.61 1 1 1 n w nnu w nlC% l 0rtn\ PLANTING NOTES: 1. AMENDMENTS, AS INDICATED IN THE PLANTING SPECIFICATIONS, ARE PRESENTED FOR BIDDING PURPOSES ONLY SINCE NO SOILS ANALYSIS WAS CONDUCTED AT THE TIME OF THE BIDDING PROCESS. CONTRACTOR SHALL PROPOSE ON AMENDMENTS AS STATED IN THE SPECIFICATIONS. THE CONTRACTOR IS TO ASSUME SOILS CONDITIONS ARE NORMAL.THE CONTRACTOR SHALL THEN BE RESPONSIBLE FOR SUBMITTING TO AN INDEPENDENT SOILS ANALYSIS LABORATORY, APPROVED BY THE PROJECT MANAGER, A COMPOSITE SOIL SAMPLE FOR AGRICULTURAL SOILS TESTING AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION AND SHALL FOLLOW SAID RECOMMENDATIONS. A MINIMUM OF TWO (2) SOIL SAMPLES SHALL BE SUBMITTED TO APPROVED LABORATORY. 2. IF APPLICABLE, CONTRACTOR SHALL ALSO SUBMIT A SEPARATE COMPOSITE SOIL SAMPLE ALONG WITH A MAP OF SOIL SAMPLE LOCATION AND A LIST OF PLANT MATERIALS TO LAB, IF PLANTING IS PROPOSED WHERE ASPHALT PAVING SHALL BE REMOVED, AN ADDITIONAL SAMPLE SHALL BE TESTED FOR SOIL STERILANTS. SHOULD THE SOIL BE FOUND STERILE, CONTRACTOR SHALL FOLLOW LABORATORY'S RECOMMENDATIONS FOR DEALING WITH SAID SOIL, WHICH MAY INCLUDE REMOVAL AND DISPOSAL OF SOIL TO A SPECIFIED DEPTH AND IMPORTING FERTILE TOPSOIL. 3. CONTRACTOR SHALL SUBMIT COPY OF SOILS ANALYSIS AND RECOMMENDATIONS TO PROJECT MANAGER AND OWNER *S REPRESENTATIVE. 4. 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. 5. ALL PLANT MATERIAL SHALL BE SOUND, HEALTHY, VIGOROUS PLANTS FREE FROM DEFECTS, DISFIGURING KNOTS: SUN SCALD INJURIES, FROST CRACKS, ABRASIONS OF THE BARK, PLANT DISEASES, INSECT EGGS, BORERS, AND ALL FORMS OF INFESTATIONS. 6. PROJECT MANAGER RESERVES THE RIGHT TO REJECT ANY PLANT MATERIAL NOT UP TO PAR WITH ASN STANDARDS AT THE TIME OF OBSERVATION OF DELIVERY AND INSTALLATION. PROJECT MANAGER MAY INSPECT THE ROOTBALL OF AT LEAST (2) PLANTS AND NO MORE THAN 296 OF THE PLANT MATERIAL TO DEETERL41NE ROOT CONDITION OF PLANTS. 7. PLANTS PLANTED IN A ROW SHALL BE MATCHED IN FORM. 8. IF SUBS11TU11ONS ARE NECESSARY, CONTRACTOR SHALL PROVIDE A SUBSTITUTION UST TO BE APPROVED BY PROJECT MANAGER PRIOR TO INSTALLATION 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. 9. ALL PLANTER AREAS SHALL HAVE A MINIMUM OF 2' DEEP OF SPECIFIED MULCH IN ALL PLANTING BEDS, DISTURBED EXISTING BEDS AND TREE WELLS UPON COMPLETION OF EACH PLANTING AREA, UNLESS OTHERWISE SPECIFIED ON PLANS. 10. CONTRACTOR SHALL PROVIDE PROJECT MANAGER WITH SAMPLES AND /OR PRODUCT LITERATURE FOR REVIEW AND APPROVAL OF THE FOLLOWING: A. 2" LAYER OF MULCH: 10 TO 2' REDWOOD BARK CHIPS SUPPLIED FROM A FRESH WATER MILL. MULCH SHALL BE UNIFORM IN COLOR AND FREE FROM WEEDS, SAWDUST, SEEDS, CONSTRUCTIVE MATERIALS AND SPLINTERS. ANY DYED 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. ROOT CONTROL BARRIERS: 'DEEP ROOT CONTROL. BARRIER", STOCK NUMBER UB24 -2 AS MANUFACTURED BY DEEP ROOT CORP, OR APPROVED EQUAL. E. PRE - EMERGENT HERBICIDE: FOR ALL ON —GRADE GROUND COVER AND SHRUB AREAS, PROVIDE 'SURFLAN A.S.' AS MANUFACTURED BY ELANCO PRODUCTS, NO ACCEPTABLE SUBTITUTIONS. APPLY AS PER MANUFACTURER'S INSTRUCTIONS. F. SOD STAKES: 1" X 1' X 6' PINE VARIES ARIE 8' TO 9' 6' TO 7' LANDSCAPE LOT • ALL SHRUBS SHALL BE 5 GAL. CONTAINER SIZE OR LARGER. a W ? BLOCK WALL BERKSHIRE ROAD FRONTAGE: f M LIMITS OF PUBLIC STREETSCAPE ' CONSTRUCTION 38 TREES • 50 -706 OF REQUIRED TREES TO BE EVERGREEN K-'l'-N6n CONCRETE 3 L -4 MOWCURB , R8 (10) 23 TREES OLD RIVE R 8"A FRONTAGE: • 1 TREE PER 3W OF LINEAL STREET FRONTAGE LL CM ' • PROVIDED (3) • 0-7096 OF REQUIRED TREES TO BE EVERGREEN -J AZ (10) • PROVIDED LJ (8) n 0 W +' + + + + + +:► w + + + + + + + + + + + ++ Ll , (r) A R/W W Zo ACACIA (55) r% - FREETSCAPE PTA. 23+15.61 1 1 1 n w nnu w nlC% l 0rtn\ PLANTING NOTES: 1. AMENDMENTS, AS INDICATED IN THE PLANTING SPECIFICATIONS, ARE PRESENTED FOR BIDDING PURPOSES ONLY SINCE NO SOILS ANALYSIS WAS CONDUCTED AT THE TIME OF THE BIDDING PROCESS. CONTRACTOR SHALL PROPOSE ON AMENDMENTS AS STATED IN THE SPECIFICATIONS. THE CONTRACTOR IS TO ASSUME SOILS CONDITIONS ARE NORMAL.THE CONTRACTOR SHALL THEN BE RESPONSIBLE FOR SUBMITTING TO AN INDEPENDENT SOILS ANALYSIS LABORATORY, APPROVED BY THE PROJECT MANAGER, A COMPOSITE SOIL SAMPLE FOR AGRICULTURAL SOILS TESTING AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION AND SHALL FOLLOW SAID RECOMMENDATIONS. A MINIMUM OF TWO (2) SOIL SAMPLES SHALL BE SUBMITTED TO APPROVED LABORATORY. 2. IF APPLICABLE, CONTRACTOR SHALL ALSO SUBMIT A SEPARATE COMPOSITE SOIL SAMPLE ALONG WITH A MAP OF SOIL SAMPLE LOCATION AND A LIST OF PLANT MATERIALS TO LAB, IF PLANTING IS PROPOSED WHERE ASPHALT PAVING SHALL BE REMOVED, AN ADDITIONAL SAMPLE SHALL BE TESTED FOR SOIL STERILANTS. SHOULD THE SOIL BE FOUND STERILE, CONTRACTOR SHALL FOLLOW LABORATORY'S RECOMMENDATIONS FOR DEALING WITH SAID SOIL, WHICH MAY INCLUDE REMOVAL AND DISPOSAL OF SOIL TO A SPECIFIED DEPTH AND IMPORTING FERTILE TOPSOIL. 3. CONTRACTOR SHALL SUBMIT COPY OF SOILS ANALYSIS AND RECOMMENDATIONS TO PROJECT MANAGER AND OWNER *S REPRESENTATIVE. 4. 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. 5. ALL PLANT MATERIAL SHALL BE SOUND, HEALTHY, VIGOROUS PLANTS FREE FROM DEFECTS, DISFIGURING KNOTS: SUN SCALD INJURIES, FROST CRACKS, ABRASIONS OF THE BARK, PLANT DISEASES, INSECT EGGS, BORERS, AND ALL FORMS OF INFESTATIONS. 6. PROJECT MANAGER RESERVES THE RIGHT TO REJECT ANY PLANT MATERIAL NOT UP TO PAR WITH ASN STANDARDS AT THE TIME OF OBSERVATION OF DELIVERY AND INSTALLATION. PROJECT MANAGER MAY INSPECT THE ROOTBALL OF AT LEAST (2) PLANTS AND NO MORE THAN 296 OF THE PLANT MATERIAL TO DEETERL41NE ROOT CONDITION OF PLANTS. 7. PLANTS PLANTED IN A ROW SHALL BE MATCHED IN FORM. 8. IF SUBS11TU11ONS ARE NECESSARY, CONTRACTOR SHALL PROVIDE A SUBSTITUTION UST TO BE APPROVED BY PROJECT MANAGER PRIOR TO INSTALLATION 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. 9. ALL PLANTER AREAS SHALL HAVE A MINIMUM OF 2' DEEP OF SPECIFIED MULCH IN ALL PLANTING BEDS, DISTURBED EXISTING BEDS AND TREE WELLS UPON COMPLETION OF EACH PLANTING AREA, UNLESS OTHERWISE SPECIFIED ON PLANS. 10. CONTRACTOR SHALL PROVIDE PROJECT MANAGER WITH SAMPLES AND /OR PRODUCT LITERATURE FOR REVIEW AND APPROVAL OF THE FOLLOWING: A. 2" LAYER OF MULCH: 10 TO 2' REDWOOD BARK CHIPS SUPPLIED FROM A FRESH WATER MILL. MULCH SHALL BE UNIFORM IN COLOR AND FREE FROM WEEDS, SAWDUST, SEEDS, CONSTRUCTIVE MATERIALS AND SPLINTERS. ANY DYED 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. ROOT CONTROL BARRIERS: 'DEEP ROOT CONTROL. BARRIER", STOCK NUMBER UB24 -2 AS MANUFACTURED BY DEEP ROOT CORP, OR APPROVED EQUAL. E. PRE - EMERGENT HERBICIDE: FOR ALL ON —GRADE GROUND COVER AND SHRUB AREAS, PROVIDE 'SURFLAN A.S.' AS MANUFACTURED BY ELANCO PRODUCTS, NO ACCEPTABLE SUBTITUTIONS. APPLY AS PER MANUFACTURER'S INSTRUCTIONS. F. SOD STAKES: 1" X 1' X 6' PINE VARIES ARIE 8' TO 9' 6' TO 7' LANDSCAPE LOT FINISHED PAD, 4c 4. 1 � 2QX LANDSCAPE AREA COMBINATION SIDEWALK PROPOSED CURB do GUTTER q_ TO 0! TO 11' 4' TO 13' trio of Z W .m cc 914 0.a VIES SECTION -OLD RIVER ROAD NOT TO SCALE REFER TO SHEET L -1 FOR GENERAL NOTES REFER TO SHEET L -2 FOR MAINTENANCE NOTES REFER TO SHEET L -4 FOR PLANTING LEGEND REFER TO SHEET L -4 FOR PLANTING DETAILS �QF a (3) s a s_ a a_ a s NOTES-. • ALL SHRUBS SHALL BE 5 GAL. CONTAINER SIZE OR LARGER. a W ? BLOCK WALL BERKSHIRE ROAD FRONTAGE: f M o 1134' OF STREET FRONTAGE /30 = 38 TREES • PROVIDED 38 TREES • 50 -706 OF REQUIRED TREES TO BE EVERGREEN 19 TREES 38 TREES REQ. X 50% = 19 EVERGREEN TREES MIN. im 23 TREES FINISHED PAD, 4c 4. 1 � 2QX LANDSCAPE AREA COMBINATION SIDEWALK PROPOSED CURB do GUTTER q_ TO 0! TO 11' 4' TO 13' trio of Z W .m cc 914 0.a VIES SECTION -OLD RIVER ROAD NOT TO SCALE REFER TO SHEET L -1 FOR GENERAL NOTES REFER TO SHEET L -2 FOR MAINTENANCE NOTES REFER TO SHEET L -4 FOR PLANTING LEGEND REFER TO SHEET L -4 FOR PLANTING DETAILS �QF a (3) s a s_ a a_ a s NOTES-. • ALL SHRUBS SHALL BE 5 GAL. CONTAINER SIZE OR LARGER. • MASS SHRUB PLANTING TO BE 1 GAL. CONTAINERS SPACED 18" O.C. BERKSHIRE ROAD FRONTAGE: • 1 TREE PER 30' OF LINEAL STREET FRONTAGE 38 TREES 1134' OF STREET FRONTAGE /30 = 38 TREES • PROVIDED 38 TREES • 50 -706 OF REQUIRED TREES TO BE EVERGREEN 19 TREES 38 TREES REQ. X 50% = 19 EVERGREEN TREES MIN. • PROVIDED 23 TREES OLD RIVE R 8"A FRONTAGE: • 1 TREE PER 3W OF LINEAL STREET FRONTAGE 39 TREES 1168' OF STREET FRONTAGE /30 = 39 TREES • PROVIDED 39 TREES • 0-7096 OF REQUIRED TREES TO BE EVERGREEN 20 TREES 39 TREES REQ. X 5096 = 20 EVERGREEN TREES MIN. • PROVIDED 24 TREES SCALE: 1" = 20' 20 10 0 20 40 1 V t A Z w w Z z W U s Z z J Tie CDJWTNE 0 TO SOPM IM VWA4L WAOT OP A PgWot OR NALUIP WAM PLMt MAMAL SMALL BE- 1W TO FrOVIN101 WE A FL604" A-86001"? LIM FIR 114T MIL AAAOMLOP FLAW MAMN& commm"M SMALL W qwr%WAM APPPVVW BY Off IPAPM PWISM SAMEMAIIIII A SWAMTE AU104AM NVRWATM "1104 is !RMInw. AIV if - SNT- CITY OF BAKERSFIELD TYPICAL LANDSCAPE WALL OR FENCE SCREEN DAIS REVISIONS PLMNO. L,-13 Uff 10 AMXX= N"No. L1010 NOTM: L it n~ aWw"Is "Aw K*2W"02M 0*4 46 .0 2# 0" #SM 11W 60M 3W (PAW 04. am% TO W at W41, AS OWN 0 Ff CM 9WW &Vxwxw & So x 026 x COL-LAW 0"OP1OOSWIROWN 4L W = RWV WACW HN OW AMKM A' !'1M C4100 OF ANNYM OW AS "R WRAMM sm 0 OWL a can MY M tomm I&OLOrMORMIDON W 10. R)~ sm MM9011 6NIM FM IS M L 41d11919—NAWWVWdMV. MMNW UIAN�W%Oww 10 AM M. 1 16101 SMudOW40. a KOWSMIZVMplaw a 10"ONOW 4. MW 0-0-1 W-- - 116 VM 00ft Draw W AW 9WW i M- 90. ISM I i I NR0QW%dW WNUM 140~ J* FASM MR wrft L-4 -04 b fir. 2 ji. I I U-06 040W(04004 -OWM*- OWN CITY OF BAKERSFEL MI O NS M ONRY Y WALE.. NON -,nTAR9WG IWA&4M" =,-I OF 14 AHROM MIM L-44 10 in I F1.6-A 030 0". r a�a now F Axw q- I w .. &A I. f. 07 I,- A AI a a r z4f �4 'IF rt lk. "o;OP'i 4,A IF 1 kk 'A Pid 1"I TIII f ;1 F. J-,34! 11 AIL V-1 ad-: N MORI-L-A- WIL -X-- -R% -W'A. 0I -Eck f�L ,�FI 4 ;or �oz 0 L p4o� �Ao '074, TT It -A. F. IL A IF IF I I. IF IL ii - ik"40 IF D 0 T T% RMSTONS R. i � CIW n1P oF DffAll, FOR, CONCREM MOW SIRMS iF PI-AYGROUM S11:)EWA&K MANNO. 14 Alm Low i I ......... ....... A=1 2" VATH PARKING A=6' VWTHOUT PARKING CENTERLINE OR MEDIAN EDGE A MAAMUM ENCROACHMENT 0111111,11117 D D 3* D=S X 10 D=SIGHT DISTANCE (FT) s=cRrnCAL SPEED (MPH) OR DESIGN SPEED ON THRU 51 ET. CURB LINE DESIGN SPEEDS 600 R 35 MPH 76* R 35 MPH 901 R/W 45 MPH 110" R/W 55 MPH CONTROLLED INTERSECTION t CURD LINE UNCONTROLLED INTER (S"ECTI ON N Qffd %j$DI*ASj0NL DMGN MAMJAL 1. BOTH CRITERIA GOVE:RN AT AN UNCONTROLLED GHT DISTANCE REQUIREMENT T-- INTERSECTION, FOR INTERSECTIONS • SIGHT LINE REQUIREMENTS Cl IV OF JD PER SEC, 17.08.175 OF A CWU-NRCffl#4A THE MUNICIPAL CODE. �31 N►JMAKM%ft on J I L =00ma ~ MIN How 0 wool WWI mom cu or 10M am wow VA To "Iff we M" NO. off I 1z (W a L142 PLANING 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 POTENTIAL CHANGES IN PLANT MATERIALS. KEY CODE BOTANICAL NAME OMMON NAME SIZE L e QTY IRE 2ALIMM-U-11811 0— 1 M-44"Wea"Ok Pistacia chinensis "Keith Chinese 24C BOX Standard 12 Davey' Pistache Deciduous tree MAW" A01"UUNWOOM CM Lagerstroernio "Muskogee" 1!111�mW�jdj- 1AMM 24 it BOX Standard Deciduous 15 GOLORAM AL LAIM BLAWAMM am 0 CL Prunus caroliniona Carolina Laurel Tree .24' BOX SOON 24 004VA AMIN weap ~2MM PB Pyrus calleryana "Bradford" "IMOWWWWW"I viola 4*f*A do Tea Standard Deciduous 12 tree. JB MR#~ Japanese Blueberry Not% Standard Evergreen 23 Of SWADVM Aver 10KAWMIM jeft Tree antleffin" VOW tree ft�AV�WAMM��� OAft&A* Uff 10 AMXX= N"No. L1010 NOTM: L it n~ aWw"Is "Aw K*2W"02M 0*4 46 .0 2# 0" #SM 11W 60M 3W (PAW 04. am% TO W at W41, AS OWN 0 Ff CM 9WW &Vxwxw & So x 026 x COL-LAW 0"OP1OOSWIROWN 4L W = RWV WACW HN OW AMKM A' !'1M C4100 OF ANNYM OW AS "R WRAMM sm 0 OWL a can MY M tomm I&OLOrMORMIDON W 10. R)~ sm MM9011 6NIM FM IS M L 41d11919—NAWWVWdMV. MMNW UIAN�W%Oww 10 AM M. 1 16101 SMudOW40. a KOWSMIZVMplaw a 10"ONOW 4. MW 0-0-1 W-- - 116 VM 00ft Draw W AW 9WW i M- 90. ISM I i I NR0QW%dW WNUM 140~ J* FASM MR wrft L-4 -04 b fir. 2 ji. I I U-06 040W(04004 -OWM*- OWN CITY OF BAKERSFEL MI O NS M ONRY Y WALE.. NON -,nTAR9WG IWA&4M" =,-I OF 14 AHROM MIM L-44 10 in I F1.6-A 030 0". r a�a now F Axw q- I w .. &A I. f. 07 I,- A AI a a r z4f �4 'IF rt lk. "o;OP'i 4,A IF 1 kk 'A Pid 1"I TIII f ;1 F. J-,34! 11 AIL V-1 ad-: N MORI-L-A- WIL -X-- -R% -W'A. 0I -Eck f�L ,�FI 4 ;or �oz 0 L p4o� �Ao '074, TT It -A. F. IL A IF IF I I. IF IL ii - ik"40 IF D 0 T T% RMSTONS R. i � CIW n1P oF DffAll, FOR, CONCREM MOW SIRMS iF PI-AYGROUM S11:)EWA&K MANNO. 14 Alm Low i I ......... ....... A=1 2" VATH PARKING A=6' VWTHOUT PARKING CENTERLINE OR MEDIAN EDGE A MAAMUM ENCROACHMENT 0111111,11117 D D 3* D=S X 10 D=SIGHT DISTANCE (FT) s=cRrnCAL SPEED (MPH) OR DESIGN SPEED ON THRU 51 ET. CURB LINE DESIGN SPEEDS 600 R 35 MPH 76* R 35 MPH 901 R/W 45 MPH 110" R/W 55 MPH CONTROLLED INTERSECTION t CURD LINE UNCONTROLLED INTER (S"ECTI ON N Qffd %j$DI*ASj0NL DMGN MAMJAL 1. BOTH CRITERIA GOVE:RN AT AN UNCONTROLLED GHT DISTANCE REQUIREMENT T-- INTERSECTION, FOR INTERSECTIONS • SIGHT LINE REQUIREMENTS Cl IV OF JD PER SEC, 17.08.175 OF A CWU-NRCffl#4A THE MUNICIPAL CODE. �31 N►JMAKM%ft on J I L =00ma ~ MIN How 0 wool WWI mom cu or 10M am wow VA To "Iff we M" NO. off I 1z (W a L142 PLANING 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 POTENTIAL CHANGES IN PLANT MATERIALS. KEY CODE BOTANICAL NAME OMMON NAME SIZE DESCRIPTION/REMARKS QTY IRE PC Pistacia chinensis "Keith Chinese 24C BOX Standard 12 Davey' Pistache Deciduous tree CM Lagerstroernio "Muskogee" Crape Myrtle "Lavender" 24 it BOX Standard Deciduous 15 tree. 0 CL Prunus caroliniona Carolina Laurel Tree .24' BOX Standard Evergreen tree 24 PB Pyrus calleryana "Bradford" Bradford Pear 24' BOX Standard Deciduous 12 tree. JB Elaeocarpus Japanese Blueberry 24" BOX Standard Evergreen 23 decipiens Tree tree N1, Standard QI Quercus ilex Holy Oak 24" BOX Evergreen 14 tree SHRUB DV Dietes vegeta Fortnight Lily 5 GAL Evergreen flowering shrub 215 LJ Ligustrum japon ic urn Texanum' Texas Privet 5 GA L Evergreen shrub 562 ND Nandino domestics " t Firepower Heavenly Bamboo 5 GAL Evergreen shrub 16 AM RB Rhaphiolepis i. 'Ballerina Indian Hawthorn 5 GAL Evergreen flowering shrub 112 AZ Rhododendron kurume 'Coral Bells' Azalea 5 GAL Evergreen flowering shrub 29 GROUNDCOVER + ++ + + + + + + Acacia redolens + + + + + + ++ + + + + + + + + + + + + + + + + + "Low BOY t Prostrate Acacia 1GAL Plant 18" o.c. 790 4 N6 a* a* 1W_1W_1W. 4- Qw 4o -5- -2- -rr -l- -l- -3- %- -a- -a -rr -I- Tr 4- -rr -or -a- -5- a- -a- -6- * -& -& -& 4 fr -rr * -& * .6- -rr ar -rr -& -z- -& IA-I-A, Is, — Baccharis pilularis Dwarf Coyote Brush 1GAL Plant 18" o.c. 2285 U 2-W FE Uj __j 15 U V J ' PHASE 3 ( � 12 +00 13 +00 t Zp r ooe ac. PIPING. VALVES, ETC. SHOWN WIIFUN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INS'fAt1ED IN PLANTING AREAS WHERE POLE. STA. 11+45 MATCH LINE G, SEE SHEET L-6 ==m=w=m=m=m4fl- 1 womammmmmmmm 1. 1 18 +00 19 +00 BERKSHI FFmnON EWPWW LEGEND THE IRRIGATION EQUIPMENT LEGEND IS PROVIDED FOR CONVENIENCE ONLY; N CASE OF DISCREPANCIES BETWEEN THE PUN AND THE LEGEND, THE PLAN SHALL PREVAIL. PHASE 3 PIPS, VALVES, ETC. SHOWN W17HW PAVED SS AREAS ARE FOR DESIGN CURIFlCA71ON tNNI.Y Vt 30 AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 14 +00 15+00 lHil W` k-"QN LEGENIDle THE IRRIGATION EQUIPMENT LEGEND IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL . Lt1t:A IRM AMU AG INA IL LOCATE IRRIGATION EQUIPMENT IN PLANTING AREA. KEY QTY MANUFACTURER MODEL DESC81P11DN,S f VESIARKS SIZE KEY QTY MANUFACTURER /SERIES MODEL HEAD TYPE OZZI.E ATIMN PS! GPM RAID. REMARKS °+ 'IQQ –PEG AUTOMATIC CONTROL VALISES WITH I.D. TAGS (SEE DETAIL L –B, SHEET L -7j. 0 4 RAIN BIRD 1 806 SAID R13 -180 181 2 13 Q 906 3Q 0.40 13' '1 " P .– _ _ SPRAY HEAD 2 OP UP ROTARY NOZZLE 21 RAINBIRD INSTALL A SCH. 80 PVC UNION (SPEARS 897 SERIES) & BALL VALVE (SIBS i do 1 1/2a ° - 3 RAIN BIRD 1806 SAM R13 --180 1812 13 H 180' 30 0.80 13' 12" POP UP ROTARY N 1 I 15Q –PEB X122 SERIES} TIME SA#�iE SIZE AS VALVE EACH VALVE LOCATION PRAY H NOZZLE S HEAD 200 –PEI 9 RAIN BIRD 18Qfi SAM R17� -24H i 812 SAY HEAD 20 H 180' 30 1.50 2D' 12" POP UP ROTARY NOZZLE INSTALL EZ– -O ` - ± �}y 9 RAIN81R0 IRRIGATION MASTER CONTROL VALVE, NORMALLY CLOSED = �'` E FERTILIZER INJECTOR W SOLADA 2 3 RAIN BIRD 1800 SERIES SAM PRS 1812 $ Q 90' 0.28 t " _ SPRAY HEAD 8 12 POP UP SHRUG SPRAY _ [E) i RAINBIR _ ' 282 1812 " D FS2�P 2 FLOW SENSOR. PER MAIIFACTURER S SPECIFICATIONS 2" RAIN BIRD 18 SERIES SAM PRS SPRAY HEAD 8 H 180 3O 0.52 8 12 POP UP SHRUB SPRAY POP Up Q 7 RAIN BIRD 1800 SERIES SAM PRS 1812 100 gp• p,3 1 }' " SAS 2' SPRAY HEAD i 2 POP UP SHRUB SPRAY 1 RECORDALL M-170 CONTRACTOR SHALL FURNISH AND INSTALL 2' WATER METER AS THE IRRIGATION 2" (3 317 RAIN BIRD 1 1812 ' " � POINT OF CONNECTION. B D 800 SERIES SAM PRS SPRAY HEAD 10 H 90 30 0.79 10 12 POP UP SHRUB SPRAY WATER METER UP i= a (b 6 RAIN BIRD 1800 SERIES SAM PRS 1812 SPRAY HEAD 10 T 135' 3O 0.53 10' 12" POP UP SHRUB SPRAY t ESP- 24LXMEF FURNISH, GROUND AND INSTALL PER MANUFACTURER S INSTRUCTIONS (1) 24– STATION 4 RAIN BIRD 18C� SERIES SAM PRS 1812 PRAY H 15 T 135' 3C) 1.58 15 12" POP UP SHRUB SPRAY WITH ETC –LX CONTROLLER WITH (1) KCPCSA -24 BOARD & GROUNDING RCN} IN (1) V1T - -TL SB22SS S HEAD _.,r t i RAINBIRD ET MANAGER & 24 STA. 6 RAIN BIRD 1 RI 1812 " f �, . {.5 ,r CONTROLLER ENCLOSURE (SEE DETAIL L -7, SHEET L -7 }. CONTRACTOR SHALL FURNISH D 800 SERIES SAM PRS SPRAY HEAD 15 H 180' 30 1.85 15' 12 POP UP SHRUB SPRAY 1 f FLOW SMART 110 VOLT ELECTRICAL POWER ACCESS TO THIS LOCATION AND ACTIVATE CONTROLLER RAIN BIRD 1400 SERIES RWfS ROOT MODULE (SEE PLAN }. ° 200 WATERING 1402 BUBBLER _ INSTALL PER MANUFACTURER S ° ' 3O O 50 - _ W/ RWS –SOCK -02 SYSTEM SPECIFICATIONS SEE DETAIL A, SHEET L -7. LL - 1" STRONG BOX SBBC -45SS FURNISH AND INSTALL 2= BACK FLOW PREVENTER WITH STRONG BOX SBBC -45SS } w i FEBCO 825Y BACKFLOW ENCLOSURE AND THERMAL BLANKET VAT PBB -45HP PER MANUFACTURER'S 2" s : t! 3 1 INSTALL TREE BUBBLERS 1MTHIN SPECIFIED WATERING BASIN IN TURF AND GROUND COVER AREAS. Z `�s t POLAR -PARKA VIT PBB -75HP SPECIFICATIONS. SEE DETAIL L -4, SHEET L -7. co .— f r . 2. INSTALL EZ –FLO FER11UZER INJECTOR SYSTEM J � f + 2' PIPIN% VALVES, ETC. SHOWN WITHIN PAVED _ _ _ 110V POWER SHALL BE PROVIDED BY OTHERS TO THIS APPROXIMATE LOCATION _ AREAS ARE FOR DESIGN CLARIFICATION – � o � ` CLAR CA ON ONLY � (SSE PLANj. AND SHALL BE INSTALLED IN PLANTING F- ■: � � � � � � � �., AREAS WFIERE POSSIBLE 3 MATCO 1 _ 5 8 518 MATCO 2 BRASS GATE VALVE FOR ON /OFF CONTROL 2 3i 18 RAINBIRD 44 LRC BRASS QUICK COUPLER VALVE WITH TSJ–i 2. INSTALL IN RANND ROUND VALVE BOX TYP . 1 ►� 2 NIBCO T -580 BALL VALVE (LINE SIZE IN VALVE BOX) 2= 22 +00 _ _ ••• i •• PVC PIPE CL. 200 PVC IRRIGATION MAIN LINE – SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L -7 SEE PLAN 23+00 –C �.? PVC PIPE SCH. 40 PVC IRRIGATION LATERAL – SEE IRRIGATION NOTES NO. f AND 7, SHEET L -7 SEE PLAN REFER TO SHEET L -1 FOR GENERAL NOTES PVC PIPE SCH. 40 PVC IRRIGATION SLEEVE — SEE IRRIGA11ON NOTES NO. 6 AND 7, SHEET L -7 SEE PLAN REFER TO SHEET L -S FOR VALVE ID CHART REFER TO SHEET L -C FOR CROSS -OVER SLEEVING SCHEDULE SCALE: 1 " = 20' REFER TO SHEET L -8 FOR HYDROZONE TABLE 20 10 O 20 40 REFER TO SHEET L -T' FOR IRRIGATION DETAILS REFER TO SHEET L -T' FOR IRRIGATION NOTES LO Z ■ PIPING, VALVES, ETC. SHOWN WITHIN PAVED + r _ �\ AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. H PHASE 1 I PHASE 3 W � W (D ---yt co � Q Q 19 20 21 22 a. a. 1 � 2 LIMITS OF PUBLIC STREETSCAPE � I CONSTRUCTION 13+ QQ PHASE 1 1 � 4 5 � 1 o 0 W 0 m <J1111111MMMMMMMIIIIIIIII w1� L1J W W o z + J s AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSE. -1 fib-him � � ! is �• it HYDRO ZONE OR HYDROZONE AREA OF �\ AREA OF ZONE VALVE WAS HYDROZONE X OF TOTAL LS AREA HYDROZONE SCHEDULE 40 PVC SLEEVES: USE COVERAGE t—/ COVERAGE A S7 -S13 1 11,487 SQ. FT. 44X 0.44 A S1 -S6 2 99554 SO. FT, 36X 4.72 B j G1 - G3 j 3 5,225 SO. FT. 20% 0.6 26 *266 SO. FT. 10OX LS AREA 1.76 HYDROZOAIE HIGH WATER USE: 3 MODERATE WATER USE 2 LOW WATER USE: 1 Z-# q- THE HYDROZONE SETTING'S AND THE SQUARE FOOTAGE COVERED BY EACH HYDROZONE SHALL BE INSTALLED AS PRUPOSED IN HYDROZONE TABLE, AND IN ACCORDANCE WITH THE APPROVED PLANS. �l M-E-1 PIPING VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PL 71NG AREAS WHERE POSSIBLE. 7 0 • ---- - ------ . ..... VALVE ID CHART 8 SHRUBS sl 32 83 34 3 37 14 26 Sk 30 Al 30 111 30 1 1 Ye 31 14 30 38 39 310 311 312 313 14 30 14 30 Ve 29 14 27 1112 6 1' 18 TREES T1 T2 T3--- T4 T5 TO' 1 " 20 1 2 10 10 1" 21 ln 4 TURF G1 G2 G3 018 Yi 29 1'i 29 E G 1 VALVE ID CHART NUMBER VALVE SIZE 1" 10 G.P.M. z° � 16 +0O LD RIVE PHASE 1 9 PIPING VALVES, ETC. SHOJI WITHIN PAVED AREAS ARE FOR DESIGN CLAR*ICAMON ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. CROSS OVER SLEEVE SCHEDULE CONTRACTOR SHALL FURNISH AND INSTALL THE FOLLOWING IRRIGATION SLEEVES: (SEE IRRIGATION NOTE N0. 7, SHEET L -7) �\ SCHEDULE 40 PVC SLEEVES: (1) 4" (FOR MAINLINE) �--� (1) 2" (FOR SHRUBS) (1) 2" (FOR CONTROL WIRES) SCHEDULE 40 PVC SLEEVES: (j) (1) 4" (FOR MAINLINE) t—/ (1) 2" (FOR COIV7RCK WIRES) SCHEDULE 40 PVC SLEEVES: (3) (1) 4' (FOR MAINLINE) (1) 2' (FOR CONTROL HARES) SCHEDULE 40 PVC SLEEVES: O (1) 4° (FOR MAtNUNE) (1) 2" (FOR CONTROL WIRES) ( ( LIMITS OF PUBLIC STREETSCAPE p CONSTRUCTION ' 3 1 z w w z U. z a w _ s U o 0 t3 w s� o u �i W U) r. n w ♦ Z c� a.� + _ r'`` PIPING, VALVES, ETC. SHOWN WITHIN PARED (— ° Q o AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. C!) C3 as 0 z z d. O Z LL. i w ©o w of � z LIMITS OF PUBLIC STREETSCAPE CONSTRUCTION STA.23+15.61 N-. IRRIGATION SYSTEM IS DESIGNED FOR 65 PSI MIN. 0 POINT OF CONNECTION. ASSUMED OPERATING PRESSURE = 34 PSI MINIMUM FLOW = 15 GPM MAXIMUM FLOW = 32 GPM REFER TO SHEET L -1 FOR GENERAL NOTES REFER TO SHEET L -5 FOR IRRIGATION LEGEND REFER TO SHEET L -5 FOR IRRIGATION EQUIPMENT LEGEND REFER TO SHEET L -7 FOR IRRIGATION DETAILS REFER TO SHEET L -7 FOR IRRIGATION NOTES SCALE: 1" = 20' 20 10 O 20 40 e NOTr:Sl f =mocr m I Mi•+' 1. CONTRACTOR SHALL CHECK & VERIFY ALL SITE CONDITIONS, UTILITIES & LNUMMOMP SERVICES PRIOR TO TRENCHING. mm"v"&m ALLM 4114MAD)MMOMNOWALL102Y X IfMIOATION CoONTWLLM EWcoLOSURE NOTIM 101W INASMU40MCMAMUMSMLI22 OF 14 MW COWS 91MDCAM. !MVM AD Qrf ya !A'!'' A&A." VAVMMW Now ftno"Amawn cm. AND . Not% wall"Vill-Killm2oar CA = MrW OF O&W 00 TO 40 MLAIK NALL Mma rNk akfm loVMSAVl0NlNk ROUN 106 L us I" a Am TWA= jam WOOL IM CM SONOM SIM L4 MT& K A illm ff LL vr"Immimm"momem gummuwr A lw& ifs it a fl^umm wt AVI im Mir" MW IN C44 M WA" 94ALL FURNISH 'RECORD DRAWINGS! TO THE PROJECT INSPECTOR AND CITY UMMAWMINK olfty 0 V&%t low LOOM IN www seam am= 000bor ma- m m VASM 111I WN"M MW 9W "Y IP Tft 1W W 4F OM v WO IM "M LW AF A 4 MAX RN 12. THE SYSTEM IS DESIGNED FOR THE PERFORMANCE LISTED ON THE IRRIGATION IF! SWOM LN 0 IWAUW MR 118M FN&#= AN020 SONWAOMPNMOMORAWANK ft A�Aaft&l odw ow move"" Mak RAfW 01 WS VALVE AIVLV64R P. WK 4.4L M #L,VW19 OU It M MU 6 @ M-AIN, LINE M106AM 109 NNW WK No lL4"HWl*AFFN0MVfr& Onli-AW A MRW "MU LOCA19 YAM IN 1W MAM so VAL%V& NM ff W #4*XW It ALL - NWAU11018 ML R 0 - wo VALVU Om mm OMIT coo 0 Wvwk cm =LAM AAffdwwm6�jmwmmlllllmmqm dLWK mm "'m sapm w "000 VALW SM MM 9MT 00 1 C47AM fm im oil 14. INSTALL ALL VALVES AND Q.C.V. HIDDEN AND IN SHRUB BEDS WHERE MW OW $=a a" AN ll%WW V SWAU V AR= Mm- ALL .0 9� woxw J~ CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING ARE-AS WHERE um &w ^L9NWFAWftNM .10. ALL L"NON-A-15 WWMV#LL W NPIANOMIM MWMWM 4k wqn I1 A li em mm smulms mmmy w& = v VA Ut 6 AIDPAMCIMF41 PWRWIM-0 041 KAMM OM Ot AS MOM Vt 10 MY BMW *paid" ANY WALK OR PAVEMENT TO BE INSTALLED 2.5 FEET DEEP, IN SCH. 40 PVC NN 919 .L 12 A Off-00 ed W " iM ft 9W To %AMMM' &A=%w'mml'mwW"WQAft2WM ww" VWX YAM ME 6" IM AU Y&%t NM I M 0= b r A LAMM LME SIMMWOMAIMIMPAM f MIN. DIA FOR LOW VOLTAGE. fts C-1 T_ Y OF BAKERS I Uo I d I I "vislom urfm DETARS FOR REMOTE COMMOL VALVES WATERPROOF MARKERS AT ALL SPLICES, VALVE MANNFOLDS AND CONT1Ri�IlER. 18. QUANTITIES FOR IRRIGATION EQUIPMENT AND COMPONENTS APPEAR NN THE L.EtEND FOR CITY OF' BAKERSFlELD USE. BIDDING CONTRACTOR SHALL NOTE THAT 9. INSTALL VALVE BOXES 12" FROM AND PERPENDICULAR TO WALKS, CURB, LAWN, 1 1 IF" AAAA& BUILDINGS OR LANDSCAPE FEATURES. AT MULTIPLE VALVE BOX GROUPS, EA04 Am 14" ofawK BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND Vw#& EACH BOX SHALL BE V APART. SHORT SIDE OF THE VALVE BOX SHALL BE 19. CONTRACTOR SHALL PROVIDE & INSTALL (2) HOT WIRES TO EACH VALVE. LATERAI. Ula CONNECT ONE & THE SECOND WILL BE A SPARE (RED). VERIFY WITH C.O.B. 20. CONTRACTOR SHALL PROVIDE & INSTALL A SCH. 80 PVC UNION & BALL DW& Of T& W 9A= AM PPM VP&qM 10. AW AW AL OWIM SWL W. ~AV WIN I W 64" Wow owl WHERE SLEEVE CROSSINGS ARE LOCATED. 'A N IW010" L ALLA1 #U AL Oft Be m to Wm am"- LAM wwivvw_v, wilici Oft tvrm_ "A"m WmNoommm - - - Sm 2p&vmgvw~ AM AS V NG W BY M AW Mews or= AD pom OL In Pf"%W Aft AM MLftAM LAMM AM 41"W TAM AT K No c .~dR"wwww^Lav Arift M comm. Ln. %I" ,4 CITY OF B SF T T% RMSIONS DETAILS FOR PIPING, TitENCHING, AND BACKFELL STAMMD PLAN NO. sm a- - ----- "V= Lm2 a now # im " "im-1 uff P.M. N0. off 6 (W 14 AMom L�6 A" Aft lj L POOM ow ties" awy L"CIVOWUMPOrmorrm =AWQWiM%9f*Z p"Mom". ZwIl,,LM0AWW=Uft9VUfRNftM2V 01W 9Al=U40PAA&%UWWUlE2TM Vvjm4rc~l"ftALL N Owsms"t rNR0kfWW%%l5AVrNl=kFML4NVWTAfL I saw SIALL aciew UYIDAW a= "�GNALLBW N a' WAR" WAY now. m". $ m_ MOM. =K M CAY 4 MW CM MORI CM AN 000M V MWALL MUM 6_111WIM"s AMMMMMALLOWIMMMINN malym""mor4womms ' mmcffy AM Xr-2 OR 16 9=10 I r m cm On= &AWMALLONMOUMAPPMWIWIC AWFAM mma.mm" OOMMMMV IMMICIL & P" 4-112VILLMNA wo 20 or 9-11WIMMANDA61 IWANDPAPISI 1L NA= NN101 ALLdW9NLWW4AVrWMWWWW ALL stopeougoal 110 1 MW PAM OR oft t NO MW W O MW NW B W W ~ M& at ONM Lu low .. lopmy / Won&" A-sift _c4ow/mm Immw 40 (0* F mom yl-.77 CITY OF B► DUMB F(W UWMCAL COMXff 1'RINCM4G. SWEVM, AM MCXM.L mw� wr w Tmpaw STA. Z Ste. Conn %= fsff"t&V ow AWOMX coaRoum II II WE ]a= Aff"M lwm lv2i MEWSIONS WAMA" m "_ M L -3 � 00-VMT 99wa f WAS f =mocr m I Mi•+' 1. CONTRACTOR SHALL CHECK & VERIFY ALL SITE CONDITIONS, UTILITIES & -5 xvfvff SERVICES PRIOR TO TRENCHING. mm"v"&m X IfMIOATION CoONTWLLM EWcoLOSURE NOTIM &ALL N-11 WWI 30 i sou an C40911 OF 14 MW COWS 91MDCAM. !MVM AD Qrf ya !A'!'' A&A." VAVMMW Now ftno"Amawn cm. AND . Not% wall"Vill-Killm2oar CA = MrW OF O&W 00 TO 40 MLAIK Nt 106 L us I" a Am TWA= jam fm$Nun A illm ff LL vr"Immimm"momem gummuwr I PU WMA SM 0 WMSU 40 M AU MR fl^umm wt AVI ww 94ALL FURNISH 'RECORD DRAWINGS! TO THE PROJECT INSPECTOR AND CITY UMMAWMINK OLALL 00 =0?4LVft%%S#4LlX RAW N AFUM seam am= 000bor ma- m m VASM 111I WN"M MW 9W "Y IP Tft 1W W 4F %NAWM200" 1 10 w 1 _1 89YANS 19"m 12. THE SYSTEM IS DESIGNED FOR THE PERFORMANCE LISTED ON THE IRRIGATION PAVEMENTS. AN020 SONWAOMPNMOMORAWANK ft MYAWROMMMMUMCLOGArM RAfW 01 WS VALVE AIVLV64R P. WK 14wmmzvwlwmyp&vgmmmm, Xg VOW 11 MM AW MV MM W 19 AO MW M106AM 109 NNW WK No lL4"HWl*AFFN0MVfr& Onli-AW A MRW "MU LOCA19 YAM IN 1W MAM so VAL%V& NM ff W #4*XW It ALL - NWAU11018 ML R 0 - wo VALVU Om mm OMIT coo 0 Wvwk cm =LAM AAffdwwm6�jmwmmlllllmmqm dLWK mm "'m sapm w "000 VALW SM MM 9MT 00 1 C47AM I I I ; ilm IftismLa-M&L R84NOC40E 0- - III— ____ 1 son 20OPM91MPM AM AS 0000 W 1W 14. INSTALL ALL VALVES AND Q.C.V. HIDDEN AND IN SHRUB BEDS WHERE ITT PAWSM Mm- ALL .0 9� woxw J~ CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING ARE-AS WHERE VALVII IM 14M NXT = i COVW .10. ALL L"NON-A-15 WWMV#LL W NPIANOMIM MWMWM 4k wqn I1 A li em mm ILAW AID ALLCMMOVUltr IF WT WAFTI i W_ W M 0 w& = v VA Ut 6 AIDPAMCIMF41 PWRWIM-0 041 REPRODUCIBLE AS-BUILT DRAWINGS TO THE PROJECT MANAGER AND 'CITY OF ANY WALK OR PAVEMENT TO BE INSTALLED 2.5 FEET DEEP, IN SCH. 40 PVC NN 919 .L 12 A Off-00 ed W " iM ft 9W To 2. 00 AMM Pw VWX YAM ME 6" IM AU Y&%t NM I M 0= WWW" sm 16. USE ONLY 711 PVC CEMENT AND PRIMER. f MIN. DIA FOR LOW VOLTAGE. C-1 T_ Y OF BAKERS I Uo I d I I "vislom CONIIR�LLER IDENTIFICATION. DETARS FOR REMOTE COMMOL VALVES P.M. N0. off 6 (W 14 AMom L�6 A" Aft lj L POOM ow ties" awy L"CIVOWUMPOrmorrm =AWQWiM%9f*Z p"Mom". ZwIl,,LM0AWW=Uft9VUfRNftM2V 01W 9Al=U40PAA&%UWWUlE2TM Vvjm4rc~l"ftALL N Owsms"t rNR0kfWW%%l5AVrNl=kFML4NVWTAfL I saw SIALL aciew UYIDAW a= "�GNALLBW N a' WAR" WAY now. m". $ m_ MOM. =K M CAY 4 MW CM MORI CM AN 000M V MWALL MUM 6_111WIM"s AMMMMMALLOWIMMMINN malym""mor4womms ' mmcffy AM Xr-2 OR 16 9=10 I r m cm On= &AWMALLONMOUMAPPMWIWIC AWFAM mma.mm" OOMMMMV IMMICIL & P" 4-112VILLMNA wo 20 or 9-11WIMMANDA61 IWANDPAPISI 1L NA= NN101 ALLdW9NLWW4AVrWMWWWW ALL stopeougoal 110 1 MW PAM OR oft t NO MW W O MW NW B W W ~ M& at ONM Lu low .. lopmy / Won&" A-sift _c4ow/mm Immw 40 (0* F mom yl-.77 CITY OF B► DUMB F(W UWMCAL COMXff 1'RINCM4G. SWEVM, AM MCXM.L mw� wr w Tmpaw STA. Z Ste. Conn %= fsff"t&V ow AWOMX coaRoum II II WE ]a= Aff"M lwm lv2i MEWSIONS WAMA" m "_ M L -3 � 00-VMT 99wa f WAS f =mocr m I Mi•+' 1. CONTRACTOR SHALL CHECK & VERIFY ALL SITE CONDITIONS, UTILITIES & -5 xvfvff SERVICES PRIOR TO TRENCHING. mm"v"&m X IfMIOATION CoONTWLLM EWcoLOSURE NOTIM &ALL N-11 WWI 30 i sou an C40911 Amg,�.! w IW fj V C4pM= gA AS lim- or mw Qrf ya !A'!'' A&A." -1 mmm TO now lw"=M Now 110 WOOL cm. AND . Not% wall"Vill-Killm2oar CA = MrW OF O&W 00 TO 40 MLAIK Imsvow AVA& IVIN Voliff '71 ivmlpvmvi . IL ALL Hm A illm ff LL VA ww^ RM OMMY OF 504 OFAMM SM AVI FOR IRRIGATION SYSTEM CONSTRUCTION. 94ALL FURNISH 'RECORD DRAWINGS! TO THE PROJECT INSPECTOR AND CITY 4"xwCoNm we . v "K MOM sclulm cam or ENGINEER. seam am= 000bor ma- m m VASM MR OPAWAL 12. THE SYSTEM IS DESIGNED FOR THE PERFORMANCE LISTED ON THE IRRIGATION PAVEMENTS. TOMMON WINIM worts ONS CITY Of BA►I�ERSFIELD DETAILS FOR TOP MOUNT, STAINLESS SW..-EL C►MOLLER ENCWSURE STAMAM off 7 or 14 MIR 4f • My ?m A add A_ ItafM ON #a _AS$94M Q%A5 FLM . A Men" dhllf���V_o 4NIM N, N:/11:1 1 lop WAA IF _291-0, 'AIL"ft OF __r Alt-' A, P -1 T7 IF BAX CITY MRSFIELD DETAILS FOR POTABLE WAnRPROTECnON dmwffimmmww� sm =10= "Ta F_ o 0 0 0 o 0 o 0 3 4 A tv O FINISH GRADE/TOP OF MULCH ROOT WATERING SYSTEM: RAIN BIRD RWS SWING ASSEMBLY (INCLUDED) 1/20 (193 CM) MALE NPT INLET (INCLUDED) PVC SCH 40 TEE OR EL PVC OR POLYETHYLENE LATERAL PIPE OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS 4" (1012 CM) WIDE X 36" (9'1,4 CM) LONG RIGID BASKET WEAVE CANISTER (INCLUDED) PLANT ROOT BALL 5 lZ 6 7 9 . . . . . . . . . . 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) RW�S -B -X -1401: 0.25 GPM (4,95 LAM), � �� (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 3/4'0 (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT PENETRATION. TO ALLOW FASTERWATER INFILTRATION AND ROOT 5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA "'RAVEL BEFORE LOCKING LID. 6. OPTIONAL RWS-SOCK FOR USE IN SANDY SOILS. A WATBW4G AUATM FOR i 1._7 R A now N.T.S so 1. CONTRACTOR SHALL CHECK & VERIFY ALL SITE CONDITIONS, UTILITIES & 10. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOW ON THE SERVICES PRIOR TO TRENCHING. DRAWING WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT Z ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR MAXIMUM COVERAGE HAVE BEEN CONSIDERED IN THE ENGINEERING, SUCH OBSTRUCTIONS OR WITH W41MUM OVERSPRAY. ADJUST ALL IRRIGATION HEADS TO ELIMINATE DIFFERENCES SHOULD BE BROUGHT UP THE ATTENTION OF THE PROJECT OVERSPRAY ON ADJACENT HARD SURFACE AREAS. PROVIDE ADJUSTABLE ARC MANAGER. IN THE EVEN THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR NOZZLE FOR IRRIGATION HEADS WHERE OVERSPRAY IS EXCESSIVE. PROVIDE CHECK 94ALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO VALVES WHERE NEEDED TO PREVENT LOW HEAD DRAINAGE. EXPENSE TO THE OWNER. I CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CROSS CONNECTION 11. THE CONTRACTOR SHALL PROVIDE AND KEEP AN UP -TO -DATE "RECORD CONTROL, STANDARDS AND CONNECTION CONTROL STANDARDS, AND SHALL DRAWING! SHOWING ALL CHANGES TO THE ORIGINAL DRAWINGS AND EXACT PERFORM WORK IN SUCH A MANNER AS TO MEET CURRENT INDUSTRY STANDARDS LOCATIONS OF FACILITIES INSTALLED BEFORE FINAL INSPECTION. THE CONTRACTOR FOR IRRIGATION SYSTEM CONSTRUCTION. 94ALL FURNISH 'RECORD DRAWINGS! TO THE PROJECT INSPECTOR AND CITY ENGINEER. 4. INSTALL RAIBIRD SEAL-A-MATIC HEADS AT ALL LOW SPOTS ADJACENT TO PAVEMENTS WHERE LOW HEAD DRAINAGE WILL CAUSE WATER WEEPING ONTO 12. THE SYSTEM IS DESIGNED FOR THE PERFORMANCE LISTED ON THE IRRIGATION PAVEMENTS. SCHEDULE. CONTRACTOR WILL VERIFY ON-SITE WATER PRESSURE AND WILL ADJUST SYSTEM DESIGN IF APPROPRIATE. 5. ALL LOCATIONS OF IRRIGATION COMPONENTS ARE APPROXIMATE AND DIAGRAMMATIC AS SHOWN. CONTRACTOR IS RESPONSIBLE FOR THE ACTUAL 13. ALL CONTROL WIRE NOT INSTALLED ALONG MAIN LINE WILL BE INSTALLED IN PLACEMENT OF EACH COMPONENT AND FOR OBTAINING APPROPRIATE IRRIGATION SCK 40 PVC CONDUIT. ALL CONTROL WIRE TO BE INSTALLED AS 14 GAUGE WATER COVERAGE. IF CONFLICTS EXIST CONTRACTOR SHALL NOTIFY THE PROJECT UNLESS OTHERWISE NOTED. MANAGER OR OWNERS REPRESENTATIVE PRIOR TO PLACING THE COMPONENT. 14. INSTALL ALL VALVES AND Q.C.V. HIDDEN AND IN SHRUB BEDS WHERE 6. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN POSSIBLE. VALVE BOXES SHOULD BE PERPENDICULAR TO THE SIDEWALK, CURB OR CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING ARE-AS WHERE WALL POSSIBLE. 15. CONTRACTOR WILL SUPPLY LAMINATED TWO (2) 11 x17 INCH AND ONE (1) 7. ALL ACCUMULATIVE LATERAL AND MAINLINE IRRIGATION LINES RUNNING UNDER REPRODUCIBLE AS-BUILT DRAWINGS TO THE PROJECT MANAGER AND 'CITY OF ANY WALK OR PAVEMENT TO BE INSTALLED 2.5 FEET DEEP, IN SCH. 40 PVC BAKERSFIELD PARKS DEPARTMENT. SLEEVES AT TWICE THE DIAMETER OF THE IRRIGATION LINE UNLESS OTHERWISE NOTED. ALL ELECTRICAL CONDUITS SHALL HAVE lu MIN. DIA FOR 110 VOLTS AND 16. USE ONLY 711 PVC CEMENT AND PRIMER. f MIN. DIA FOR LOW VOLTAGE. 17. LABEL ALL VALVES WITH METAL TAG INDICATING CIRCUIT NUMBER AND & SPLNCING � 24 VOLT WIRES WILL NOT � PERMITTED EXCEPT IN VALVE Bt3XES CONIIR�LLER IDENTIFICATION. LEAVE -A 240 COIL OF EXCESS WIRE AT EACH SPLICE. LABEL ALL WIRES WITH WATERPROOF MARKERS AT ALL SPLICES, VALVE MANNFOLDS AND CONT1Ri�IlER. 18. QUANTITIES FOR IRRIGATION EQUIPMENT AND COMPONENTS APPEAR NN THE L.EtEND FOR CITY OF' BAKERSFlELD USE. BIDDING CONTRACTOR SHALL NOTE THAT 9. INSTALL VALVE BOXES 12" FROM AND PERPENDICULAR TO WALKS, CURB, LAWN, PLAN SHALL PREVAIL WHEN VERIFYING QUANTITIES OF IRRIGATION EQUIPMENT AND BUILDINGS OR LANDSCAPE FEATURES. AT MULTIPLE VALVE BOX GROUPS, EA04 COMPONENTS. BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH BOX SHALL BE V APART. SHORT SIDE OF THE VALVE BOX SHALL BE 19. CONTRACTOR SHALL PROVIDE & INSTALL (2) HOT WIRES TO EACH VALVE. PARALLEL TO WALK, CURB, LAWN ETC. INSTALL ONE VALVE PER BOX ONLY. CONNECT ONE & THE SECOND WILL BE A SPARE (RED). VERIFY WITH C.O.B. 20. CONTRACTOR SHALL PROVIDE & INSTALL A SCH. 80 PVC UNION & BALL VALUE THE SAME SIZE AS VALVE 0 EACH VALVE LOCATION. 21. CONTRACTOR SHALL ENGRAVE THE LETTERS R ON THE FACE OF THE CURB WHERE SLEEVE CROSSINGS ARE LOCATED. �.S -Cj7�aS 2f Irf ui of Z3 V)