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HomeMy WebLinkAbout1.5-6824 Ph 1 & 3TRACT NO. 6824 PUBLIC S11REETSCAPE CONSTRUCTION PLANS PHASES 1 & 3 'i PANAMA LANE LIMITS OF PUBLIC LANDSCAPE CONSTRUCTION 1 LIMITS OF PUBLIC LANDSCAPE CONSTRUCTION _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 21 I 1 (1 -- 1 LIMITS OF PUBLIC LANDSCAPE CONSTRUCTION 28 I 29 68 + 69 I 1 I i I i I i I 30 I + I 67 + 66 31 1 32 i 42 + 43 33 I j 54 55 VES7 NG TRACT TRACT No. 536 ~— I 56 57 1 t I ' 58 It t I I 59 t - 60 + I 61 I 1 I62 63 1 GENERAL PROJECT NOTES: 1. PRIOR TO START OF ANY PHASE OF CONSTRUCTION, ALL UTILITIES, METERS (POWER & WATER) MUST BE SET AND FULLY OPERATIONAL. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL PUBLIC UTILITY STANDARDS AND SPECIFICATIONS. CONTRACTOR WILL ALSO BE RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES TO START ELECTRICAL AND WATER SERVICE IN TIME FOR CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL APPROPRIATE PUBLIC UTILITY STANDARDS, SPECIFICATIONS AND METHODS OF CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CITY PARKS, 326-3354, AND PUBLIC WORKS, 326-3049 FOR AN ON-SITE PRE -CONSTRUCTION MEETING. 5. CONTRACTOR WILL COORDINATE CONSTRUCTION WITH THE PROJECT MANAGER 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 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, DUNG, DAMAGED, OR OTHERWISE UNSUITABLE PLANT MATERIAL UNTIL THE PROJECT MANAGER OR OWNER'S REPRESENTATIVE, IN WRITING, ACCEPTS THIS WORK. 8. CONTRACTOR WALL 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 WRITTEN AUTHORIZATION AND INSTRUCTIONS TO PROCEED. 9. CONTRACTOR SHALL DEMONSTRATE TO PROJECT MANAGER OR OWNER'S REPRESENTATIVE THE FURNISHING AND INSTALLATION OF SPECIFIED SOIL AMENDMENTS SEE SPECIFICATIONS WHETHER A SOILS TEST IS REQUIRED OR NOT. 10. QUANTITIES ARE PROJECT MANAGER ESTIMATE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL APPEARING ON PLAN. 11. DO NOT WILLFULLY PROCEED NTH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITION SHALL BE IMMEDIATELY REPORTED IN WRITING TO THE ATTENTION OF THE 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 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 SHALL BE SUBJECT TO THE APPROVAL OF THE PROJECT MANAGER OR OWNER'S REPRESENTATIVE. 15. CONTRACTOR SHALL NOTIFY PROJECT MANAGER 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 PROJECT MANAGER FOR RESOLUTION, FAILURE TO MAKE 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 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 C CONCRETE MOWCURB AS PER C.O.B. STANDARDS AT EACH PHASE UNE AND LIMIT OF CONSTRUCTION LINE. 22. EXISTING PLANT MATERIAL SHOWN IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANT MATERIAL IN CONFLICT WITH NEW CONDITION REGARDING; REMOVAL, RELOCATION, MAINTENANCE DURING CONSTRUCTION IN ORDER TO MEET THE INTENT OF THE CONSTRUCTION DRAWINGS. 23. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BARRICADES IN ORDER TO FILL THE REQUIREMENTS OF EXISTING PLANTING PROTECTION PER SPECIFICATION. 24. EXISTING PLANT MATERIAL SHOWN ON PLANS IS DIAGRAMMATIC. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AT THE SITE TO FAMILIARIZE HIMSELF PRIOR TO START OF WORK. 25. ALL TREES UNDER UTILITY LINES ARE SUBJECT TO CHANGE PER C.O.B. 26. CONTRACTOR SHALL DEMONSTRATE TO OWNER'S REPRESENTATIVE THE FURNISHING AND INSTALLATION OF SPECIFIED SOIL AMENDMENTS WHETHER A SOILS TEST IS REQUIRED OR NOT. 27. PRIOR TO INSTALLATION TO ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110(N). ONE COPY OF THE SIGNED PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S). APPROVAL OF WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. - VESTING TRACT ; INDEX OF SHEETS TRACT No. 6916 SHEET TITLE L-1 TITLE SHEET L-2 PLANTING PLAN L-3 PLANTING PLAN L-4 PLANTING LEGEND, NOTES & DETAILS SCALE: 1 " = 100' 100 50 0 100 200 L-5 IRRIGATION PLAN L-6 IRRIGATION PLAN L-7 IRRIGATION NOTES & DETAILS VICINITY MAP 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 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 TERILIZED 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 LAMPHOLE AT THE INTERSECTION OF BUENA VISTA ROAD AND CALICO PEAK STREET. ELEVATION = 348.89' (USGS DATUM) PER TRACT NO. 6104 PHASE 5 THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE BACK OF WALK TO TEE BACK OF WALL IS: 22.508 SF. THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEA ,RED FROM THE BACK OF CURB M TEE BACK OF WALL IS: 38„612 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 THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION, APPROVED: ROGER McINTOSH, McINTOSH & ASSOC. DATE R.C.E. 133322, EXP. 6-30-16 WHITE LN J L c PARK CONSTRUCTION & FACILITIES PLANNER DATE z WHITE LN REVIEWED BY: TRAFFIC ENGINEER DATE A 0 D ui � Q CO F- tIARRIS RD �-- W WOE azz PANAMA LN CC F— U co 0 cL LLJ o a. N =j v~0 0 C m W r W o PROJECT -,00 � o �IIIIIIIII SITE z AK TAFT HWY o ORTS MGE VICINITY MAP 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 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 TERILIZED 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 LAMPHOLE AT THE INTERSECTION OF BUENA VISTA ROAD AND CALICO PEAK STREET. ELEVATION = 348.89' (USGS DATUM) PER TRACT NO. 6104 PHASE 5 THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE BACK OF WALK TO TEE BACK OF WALL IS: 22.508 SF. THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEA ,RED FROM THE BACK OF CURB M TEE BACK OF WALL IS: 38„612 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 THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION, APPROVED: ROGER McINTOSH, McINTOSH & ASSOC. DATE R.C.E. 133322, EXP. 6-30-16 Z J REVIEWED BY: PARK CONSTRUCTION & FACILITIES PLANNER DATE a REVIEWED BY: TRAFFIC ENGINEER DATE ` APPROVED BY: AL fLi-�lts NICOLAS C. FIDLER, UBUC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE R.C.E.# 61069, EXP. 12-31-16 APPROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC ; MAINTENANCE. /"5-1 &4�� 0 to rn 0 M M � O — r of Z OL I Q J Ld W00 U 30� w (0 N w W Y Q m N Oto O 4:7 t0 � L O ILO z } L 'tlr t �.- M fj 0 ommur Z J a 0 --' J Z 0 N ui � Q CO F- �-- W WOE azz X CC F— U co 0 cL LLJ O � a. v~0 m W W o F— � o �IIIIIIIII Z J a 0 --' J Z 0 N ui � Q CO F- �-- W WOE azz X CC F— U co 0 cL LLJ O � a. v~0 m W W o F— � o g F - 'w SCD sra 10+00.0o I 1 o J MOUNTAIN Q Ir ,. VISTA DRIVE -+-- l o U) 10 0 11+00 - - + - 12+00 14+00 0 m Z - - - --- - - --I — - - - — — — — —5— 16+0A WW —O + I W D /f I ' I I 1 W F- -11 6" CONCRETEI L-4 MOWCURB PROPOSED 6' SIDEWALK I l a W O I QI (5) RB (36) I I I z O I CC (8) GB (3) 1 co GB (3) RB (35) GB (3) I C.0RB (22) PROPOSED 6' SIDEWALK J + 1 = RB (10) I LINE OF Sr - IGHT=450' QI (5) QI (3} 1 Q oo 00o - - - - Q or— tw — - r R/W PHASE 1 R/W LINK FENCE) (a] SK (36) 45 _r— �J` PROPOSED TRACT WALL CC (10) I I SK (34) I � I I I I 17 2 L R/W PROPOSED TRACT WALL I II PHASE 1 m I CC (10) SK (20) EA I CL R/W PL 6"x4"x16" STANDARD I 34' 6' 8' CONCRETE BLOCK LANDSCAPE LOT SIDE w PROP /—WALL —WALL STREET SIDE -�� ¢ 2.0% I 20% I 4.1 FINISHED GRADE 5 10 1 z IF M o tn i H rn �_ 0Q� o 1 U 1 0-0 o z z Of U O O 1 Z Z H co V J JQd LLI le) U 1 LLI OD W Z 1 �o� Z qQ6 —w� c) co uj 1— v a N coCL W J LU G. Oma v ~' U a m m W t V a 04 N 0) w 1 I � ti 6 O f iO r I ` t0 W = PROPOSED 6' COMBINATION SIDEWALK FINISH GRADE PROPOSED CURB & GUTTER FORT SANDERS AVENUE p �-PLANTER U SECTION - MOUNTAIN VISTA DRIVE - - - - - - - - - - - - - - - - 2% o V L— 2 NOT TO SCALE W I W I LANDSCAPE GRADE N > PARIES (6" MIN) R/W (CHAIN LINK FENCE) I� i O 24" CONCRETE FOOTING rA WALL DETAIL I nv f LL 4 Q I �-- % I 38 4 L— 2 NOT TO SCALE I m' c� I 0. ;1 1 0 VISTA DRIVE MOUNTAIN1_j ,6+0¢ 1 +' r 1 W W 117+00 0 18+00 — + - - - - —}— - - - - --I- -I - - - - —� - - - +�— - F - - - { - - - - 19++p0 - - - - — -I - - - - 20+� 00 - - - I ' - - - - 21+00 22+00 - - - - + - - - - 222T _ _ 04IW O W 1 I �/ I - - w +zl Q, r- M _ _ — CO Z ( W W I — — m o = 1 I PROPOSED 6' SIDEWALK T i — _ — — 1 W O Q V I I Q Q -450' i RB (16) QI (2) I 1 1 1 CC (10) — — _ — 41NE_OF 1 Z N CC (9) L1.1 PROPOSED 6' SIDEWALK — — — — I —� -- - , -J + 7 — — PROPOSED 6' SIDEWALK 1 = N L _ N PV (82) I GB (3) i — RB (48) I QI (7) GB (3) 1 ~ Q LINE OF SIGHT=550, i .�,__„ 1 �_ - - INE OF SIGHT=450' I ' L,NE OF SIGHT -,000 - PV (87) - = t _ P \ t R/W I \� �� 1 SK (14) I PK (2) + P MT (1) DV (22) R/W I LD PROPOSED TRACT WALL I I � (�) SK (48) CC (11) 1 I DV (22) I % PK (2) 8 j PROPOSED TRACT WALL i R/W I 3 / 1 6 V PHASE 1 M 1 MT (1) I e- PROPOSED TRACT WALL / I g Ww I I co U)2 I / 1 I o MT (1) I Q Q PHASE 1 -11 6" CONCRETE I I I a s I L-4 MOWCURB I LIMITS OF PI1B�C STREETSCAP I ( , PHASE 3 I -1 6" CONCRETE I I CONSTRUCTIO I L-4 MOWCURB REFER TO SHEET L-1 FOR GENERAL NOTES REFER TO SHEET L-3 FOR MAINTENANCE NOTES REFER TO SHEET L-4 FOR PLANTING LEGEND REFER TO SHEET L-4 FOR PLANTING DETAILS REFER TO SHEET L-4 FOR PLANTING NOTES SCALE: 1 " = 20' 20 10 O 20 40 z J a - U J z z O X N 1-- Z H co V J (L co co W Z qQ6 uj 1— v a coCL J LU G. Oma v ~' U a cl) m W V a N 0) w 1 I � ti PANAMA LANE 'W J wI __ I� 10100 I O 11+00 12+00 -J --+ rt — — —�--- — — — — _ _ _ _ - -f-- 13_+�00 1 m -------- _ __ w ' � Q------------------------------------------------------------ w +I--------rU MCN I N Cz)t Lo o FUTURE MEDIAN , w O > ,I z o I DO z LL, ___ I z M I z l PK (3) I AP (18) PC (3) V LINE OF DV (25) SIGHT=650' - -' Q z I AP (11) I _ - - - - - - PROPOSED 6' SIDEWALK DV 7 ' (n I MS (1)/1 _ - - -I - - () \lPK (1) O _ _ — — I E OF SIGHT= ' I LIP — — — — — 650' 0 LINE OF SIGHT= _ �� _� � _ � �✓ ti-/ Q �� � lJOle 11' CL ui Z Z I I I I C7 j Q 1133' OF STREET FRONTAGE/30 = 38 TREES W vi • PROVIDED W N J o asb% 1.- MIN BLOCK WALL ----I____-- 3.4% MAX. 2.0%_ 4:1 MAX. W • PROVIDED 26 TREES LANDSCAPE AREA i RB (11) ' FUTURE MEDIAN PER I \`� (c) I CC (13) j LJ (6} CITY OF BAKERSFIEELD, STANNDARDS i ( PK (2) LJ (23) LJ (23) ' I MS (1) I V _ o m _ m_ m m m ��� 4PROPOSED TRACT WALL , MATCH LINE B, SEE SHEET L-2 PHASE 3 r STA. 22+25.00 -------------------------------------------------------- PANAMA LANE ---------- ------ 14+00 15+00 ' - r__-__ -------------- _-___-_-__-_-___---______-__-__ _-- _ + LINE OF SIGHT=650_ _ FUTURE MEDIAN W, I nnnnnc•rn t`r cvnrur, v W a w CD U ow oz 0 J M_ T- U � CCQ G C SECTION - PANAMA LANE L- 3 NOT TO SCALE --------------------- �FUTURE MEDIAN 17+00 - --+ - - - - - I--- -) _ _ - 18+00 _ - ----------------------- ------------------- NOTES: • ALL SHRUBS SHALL BE 5 GAL. CONTAINER SIZE OR LARGER. • MASS SHRUB PLANTING TO BE 1 GAL. CONTAINERS SPACED 18' O.C. PANAMA LANE FRONTAGE: a • 1 TREE PER 30' OF LINEAL STREET FRONTAGE 38 TREES r W n 1133' OF STREET FRONTAGE/30 = 38 TREES • PROVIDED 38 TREES • 50% TO 70% OF REQUIRED TREES TO BE EVERGREEN z 38 TREES REQ. X 50% = 19 EVERGREEN TREES W • PROVIDED 26 TREES Z w MOUNTAIN VISTA DRIVE FRONTAGE: no • 1 TREE PER 30' OF LINEAL STREET FRONTAGE 42 TREES 1245' OF STREET FRONTAGE/30 = 35 TREES ' • PROVIDED 42 TREES Z • 50% TO 70% OF REQUIRED TREES TO BE EVERGREEN 21 TREES w 42 TREES REQ. X 50% = 21 EVERGREEN TREES • PROVIDED 25 TREES a REFER TO SHEET L-1 FOR GENERAL NOTES REFER TO SHEET L-3 FOR MAINTENANCE NOTES REFER TO SHEET L-4 FOR PLANTING LEGEND REFER TO SHEET L-4 FOR PLANTING DETAILS REFER TO SHEET L-4 FOR PLANTING NOTES STA. 18+61.07 ' i J ,III w' C t O I Q uI LIP I P` 'HT=650 i 1 PV (53) LL J I� w 3: O 0o z = W � �} Im Q w Il -- c/) (/) ' STA. 18+61.07 FUTURE MEDIAN CONSTRUCTION MAINTENANCE PERIOD 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT TO PERFORM WORK DURING THE POST -INSTALLMENT _ _ _ _ _ _ _ _ ___ PANAMA LANE MAINTENANCE PERIOD, AS SPECIFIED HEREIN INCLUDING BUT NOT LIMITED - - _ � r FUTURE MEDIAN STA. 23+12.62 TO, ADEQUATE WATERING OF PLANT MATERIAL AND CONTROLLING WEEDS, C) ' - - 1 19+00 AND SIXTY FIVE ( )DAYS OR A MINIMUM PERIOD OF THREE HUNDRED - - - _ - RODENTS AND OTHER PESTS F - - - - - - - - - - - - - - - - - - - - - - - -+--I-- 20+00 ------- - - - - - - - - - 365 . - - - - I -{ _ _ - _ - 21+00 — — _ 22+00 I 1 23+00 2. THE CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS - - - - - - - - - - - - - - BASIS FROM THE FIRST DAY AFTER PLANTING IS COMPLETED, UNTIL FNAL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WRITTEN ACCEPTANCE BY THE CITY OF BAKERSFIELD RECREATION do I ' _ - - - - - - - - - - - PARKS DEPARTMENT. I � FUTURE MEDIAN - _ _ - COST INCURRED DUE TO DAMAGE OR REPLACEMENT DURING THE w - 3. POST -INSTALLATION MAINTENANCE PERIOD SHALL BE THE RESPONSIBILITY I PROPOSED 6' SIDEWALKI - - - - - - OF THE CONTRACTOR. AP (12) - - - LINE OF SIGHT --650'- I - - DV (44) - _ _ - I 4. ALL AREAS INCLUDING, BUT NOT LIMITED TO TURF, GROUNDCOVER AREAS, O I PK (3} ' R/W PC (2) - _ - - _ - - - -- - - - - - L-11 6" CONCRETE AP (13) I DV (22} L-4 MOWCURB CONCRETE WALKS AND SLABS SHALL BE KEPT CLEAN AND FREE OF PK (3) - DV (23) - LJ (22) RPC 2) I PK (3) WEEDS, UTTER, AND DEBRIS. ( LJ (23) 5. BffORES WEED EXCEED TWO (2) INCHES IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF OFF-SITE. SERIOUS WEEDS PESTS I LINE OF - rj (I.E.BLACKBERRY, NUT SEDGE OR BIND WEEDS) SHALL BE SPOT SPRAYED NTH A NON-SELECTIVE POST -EMERGENT HERBICIDE AS SPECIFIED BY A _ - -SIGHT WEED ABATEMENT COMPANY, AND LEFT IN PLACE FOR (7) DAYS. AREAS - SPRAYED SHALL REMAIN UNWATERED F (54) PV - - OR A MINIMUM OF FORTY-EIGHT \� � , � _ o w I_ � %% I-' - - (48) HOURS. DEAD WEEDS SHAD_ BE REMOVED SEVEN (7) DAYS AFTER W / APPLICATION AND DISPOSED OF OFF-SITE - �.% I %� �j I `� CU z i i \ I I wa m = m MT (1) U I ' CC (7) \ I I 6. CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF 1 m DISEASES, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER U Q 04 PK (2) LJ (23) i PROPOSED TRACT WALL \ CC (7) U ' I w PREVENTATIVE OR CONTROL MEASURES TAKEN. SHOULD THE CITY, DURING Q w \ I ( 1-0) THE MAINTENANCE PERIOD, DISCOVER THAT THE TERMS FOR THE I I I 0 MAINTENANCE PERIOD AS STATED HEREIN HAVE NOT BEEN STRICTLY 21 0o MT (1 } j 2 7 P HAS E 3 n ( I m _O ADHERED T0, THEN THE DAYS ACCRUING TOWARD COMPLETION OF SAID + \ 2 8 2 I a= t> MAINTENANCE PERIOD WILL BE TERMINATED. THE MAINTENANCE PERIOD r? \ VV8 i I O w WILL BE EXTENDED ON (1) DAY FOR EACH DAY THE AREA IS OUT OF ITS I \ I z MAINTENANCE PERIOD. AFTER THE AREA HAS BEEN BROUGHT UP TO CITY I -11 6" CONCRETE 1 I L-4 MOWCURB O STANDARD, THE CITY WILL REQUIRE A RE -INSPECTION BY A CITY OF I i \\ BAKERSFIELD RECREATION AND PARKS REPRESENTATIVE. WHEN THE LIMITS OF PUBLIC STREETSCAPE \ INSPECTION IS COMPLETED, AND THE AREA IS IN SATISFACTORY CONSTRUCTION SCALE: 1 " = 20' 20 10 0 20 40 CONDITION, THEN, AND ONLY THEN, WILL THE CITY RE -ACCEPT THE AREA IN WRITING. 7. THE CONTRACTOR SHALL PROPERLY AND COMPLETELY MAINTAIN ALL PARTS OF THE IRRIGATION SYSTEM. 8. THE CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN SUFFICIENT QUANTITIES AND ADJUST WATER APPLICATION TO COMPENSATE FOR SEASONAL CONDITIONS. 9. (3) THREE WEEKS PRIOR TO THE CONCLUSION OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL CONTACT THE CITYS REPRESENTATIVE TO PERFORM A FINALINSPEC11ON OF WORK. ANY REMOVED PLANTS NOT IN SATISFACTORY AND HEALTHY CONDITION FROM THE SITE SHALL BE REPLACED WITH MATERIAL OF LIKE KIND AND SIZE AND IN A MANNER SPECIFIED FOR ORIGINAL PLANTING. IF THE REPLACEMENT PLANTS DO NOT REPRESENT A SIMILAR FOLIAGE REPRESENTATION OF THE ORIGINAL PLANTED MATERIAL, THE CONTRACTOR SHALL REPLACE PLANTS WITH NEXT AVAILABLE UP-SIZED CONTAINER. ALL GROUND COVER SHALL HAVE A TWELVE (12-) INCH CLEARING FROM ALL STRUCTURES INCLUDING BUT NOT LIMITED TO: SIDEWALK AREAS, WALLS, FENCES, MOW CURBS, VALVE BOXES, TREE BASES, SHRUBS, ETC. 10. BEFORE THE START OF THE MAINTENANCE PERIOD. THE CONTRACTOR SHALL PREPARE AND SUBMIT ON A (NEW) SET OF BLUE LINE PRINTS AN 'AS BUILT" DRAWING. THE DRAWINGS SHALL INCLUDE ALL DEVIATIONS FROM THE ORIGINAL BID DOCUMENTS MADE DURING CONSTRUCTION THAT AFFECT THE MAIN UNE, CONTROLLER LOCATIONS, REMOTE CONTROL VALVES, QUICK -COUPLING VALVES, ALL SPRINKLER HEADS, AND ALL PLANT MATERIAL. THE DRAWINGS SHALL ALSO INDICATE AND SHOW APPROVED SUBSTITUTIONS 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 CHART 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 do PARKS REPRESENTATIVE FOR THOR MAXICOM DOLLAR FUND. S--Uc�y 10/11- / ommm 9111111111 TYPE N HDIAN CURB *(HYPE M44, M-2 HOT, ALLOW® IN LMD5CAPED ?EDIANQ 30 2 (0 N 0NYDRDMD 14/T • Sov kgALL- N'k SPEGFK,ATH WSTANFED CO1 CONCRETE (4�01RIt1 M OtY STANDARD SHEET L -W ' SLOPE M1NN A LANDSCAPE AREA SHALL BE FROM WALL a'� �•4•� .ava�ia�r.�ixi.3�i,�rvia�,a�i TOwvRDS STREET HM 2% MMMM AND Q KkVK L )71 STREETSCAPE SECTION 14AIW CTIA AND TYPE T ON Sm BEAPPROVED BY RECREATION AV PARKS DIRECTOR PI MEDIAN SECTION 24' GONC4etE ` L"65K WA L PAW N.t BLOCK 2% MIN SLOPE VARA f o.0a A• - OF STA�AN �� pg, :. Lar SM .� PLMG FOR STRP CITY STMDARD KAM SHEET L4,1 AL MP ' SLOPE MW A LNOSCAPE AM OWL BE FROM HALL WA1138ROOM TOWARM75 stRFFr WITH 2% NMNM A11D 4:1 MMAxN4RM MANMFACIURER AND TYPE TO BE APPROVED BY CATION AND PAWS DIREGTOR NOTE I STREETS CAPE SECTION *Ly M.L*w MEAN GORIER MOM LOGATI0115 (7316) (STANDARD TYPE SIDEWALK) 61 NATER PROOFING NO'M: (RAISED PLANTERS AND L FROM POSITIVE DRAINAGE CM NIMK •H TO 4.1 MMIC) RETAININIS WALLS) N ALL FILL ARE A& 2 4O' (2SO W ME CONCBI:lE NOW WRIP 0 REWIM FOR ALL LANK AFE* AD 14WIT TO PROPOfi@7 OR EKSM NALL PER 5. ALL 1M7T31W .71E9D AAL to WN AND PRD FROH CITY STMDARD STET L•4, DETAL N S. MALL MIM PROOFIN615 REGUMZE3D PER CRY STMDAFD T ON& SHEET L -M, DETAL N 6. IF OLI M AID OR CLOS UTTER FOR L AN)SGAPE CDRBR ?®MW 4. ANY AND ALL CNANBLxi SWILL EINE APPROM BY THE ARE NOT L905TN5 SEE APPROVED GAM. B16ME6EH6 ORMT11ft XBOWTCN AND PAWS DIRECTOR PRIOR TO 14PID41NAT10N 1401132W NN RANTING AREA NIM CITY OF BAKERSFIELD REVISIONS LANDSCAPE DETAILS FOR MEDIAN ISLAND PARKWAY, WATERPROOFING PLANTER WALL, AND RETAINING WALLS STANDARD PLAN NO. SM -2- OF _1i APPROVED L-9 TMe OSJWrVE IS TO $OFTEN 79e VISUAL IMPACT OF A FENCE OR YVALLED FRONTAGE. PLANT MATERIAL SHALL BE SELr:rTW TO PROVM A PLEASING LAtNDSGAPE NTH LON MAINTENANCE 1REW%ZHWM. LA N DWAPE PLANT MAIMAL COM BINAT70N5 %HALL. BE IFEV 511 AND APPROVED BY CITY PARKS DAMSION. A 5EPARIATE AUTOMATIC IRRIGATION MIEMM IS IREGLNkW. HM VAM OR DRILL SITE O'-5' NIDE LANDSCAPE PLANTING (5FRLft ONLY) -M 3'a WIDE LANDSCAPE MINTING AREA (TMS M SDEMULccom L ARM MOWN 904K OP SVE44 K AW YPLL 96 ALL SMAV COM SHALL 110 FIRVI DW NO T. No tLreMl. v7ND SIW.L IE 18967 7D SGIl9:N OR "WE AY PROPO4Y LM! SMALL N ArFNWW Ir 4W "W4 L'MY18101L YPLL OR PHYGHT. LADSCARs. sr MWAM 15 Left TNAN 100 4. ALL RAM M%1W TRS SHALL. HA.W AN O. 00 LAICSOAPG WWOVINSM SHRA. N LMtA R PRE. THE ARM BVIMINN P61WA*4l AW sAGYt oP cu�ALLMep AC WHOM SCDPK N"Eem SHALL RFMW WHOM MATLrm,116 SHALL IMV! A 10FARA7I Ex MID 70 7NE PAGE OF YPLL Now SFt OR z IM" &NIR MAY N USW ONLY YM row or C42OWTWK DRI.517E RtORAOE 6 Left IIAH 100 LICAL VWAHM WYP®I DAM OP 502ft c AW MM k 900e5 NO TR999F SHALL = S+A= NO PW AS HIA0040 PARALLIL TO INS AVkP4 T DYO1900 W. 4LM0R7WWA7HM9R!W.DIAM=AT1HNn TTY. WSW CITY OF BAKERSFIELD REVISIONS TYPICAL LANDSCAPE WALL OR FENCE SCREEN PLAN M. I` Sur 3 OF .moi APPROVW 1EXX= DkTfi L-13 • NOTES: OF KNO L A RAW* DE"ARIKW APPROVED CONCEPT PINUS L APPLY SOL ANI MOHBN• A6 PBR SOLID. ttt0lM PRIOR TO 518MITTAL OF HALL *V ROVLW PLN& GAP FER APPROVED 2 ALL 7RW 9WL M STAIRD HfNI W9 2C W44 DIA GONcf�'r PLAN K ■ ZOOPSI 012MPN. �ALLPLANrMA7t3tW.D IL FINISHED GRADE DPFE10CE ON EACH SCE OF THE 55 MPH P�11f .> � PROW SIZE AND I WALLMM TACE SrMM a HORIZON AL &C*WWM0VA61WWT0S0=RAM9rANW - • • �� 6 A HWH OF 25S OF WREEr SCE MMGORY TO D/m006Tnt" DWALLATIOIL INNALL 1REE5 ANON@ 60, EARTH 4 AMR IRIZ &AV OR APPROVED fffi4HFL 6 02 Or ANWO CL OF PLANTER 41100A1 MOW STRIP AT GRAIN LINK ALL1MMOR MWMLAMA14M b X b A z D O' x I6' x0.w am anow38009 05M z x 6WMl 15 R9fiARpT 91l9t 11E 18BE 7RLNC B g3TMKE YAM I BLOCK W U SO ASR► OR LOS FROM AKY WWV5RlFAOEMAX WOW PBfGE APPROVED WATERPROOFMIS ON LOT SIDE � PL6Y6ROIAJD 51DEWALK AMIAL.110 WM7M3L PROOF COATING OF AP(ROOWID Mft AS PER 24 BOX MIALLEL ALONETME PAGE M AW 910AGE P6 . EVERT V (4AW ON ALL OT ER COMM SLRFACE3. 6. RAMS TAKET SHALL R RAW 20' FJOW IBM ALL AREAS TO 1160 VE GONCREM SHALL EE C VAGTID TO •1 PLANS BY MORE THAN 2.0" Os " ANDY FORNMORK IWES&W 40% REIATNE DOS" FGR A 0l5'IH OF OS' MONW OR AS PIMM GRACE HEAR ROOF PoU4aA710M AS FOLL06 APPROVED BY TRE MWAT901 AND PARKS DREGU R f 3. TOP OF MOW STRIP SAW. W 10IZ W ABOVE NOW 1- TARN RRISAL amU a o 0E5161%1 CRITERIA- PHSHED GRADE NIU ADJA= TO PINKER. 3-rABI.ErSPBRS 6ALO6!I Ll 04 0 32' (0AW O.G. WNPO" TO AM C40. BL3D INf0 FDonNG b-TABLM PBL B 6AL Q0AU t000T 4 - TARM Flit 20 (Oh" BOX INSTALLROOTSAIM TARrIVOALLM MTMOMSP80M9M5RAMOV91ALLD MW PER CLOW APPIROVm eY AE M�cI E+►TIOM AND PAMRGS DMR Grog KWACTU116R5 PLANITIS TABLETS 1. ALL LA VICAPE WTNLATION SHALL BE M AOCMAW HN 9 M244ATi0MMi SEEN MEA) GHYW W%HAIWAGTIlEtL5=00490AVlkAI09EOTI0M " b. ANY AND ALL GiWWE'S PROM TITS STANDARD MAL SHEET 20 OF 7W STAMM SF62%AT MSS HI TREE PLANTIM6 NTF1 ROOTWARD 8 t ALLMAlEV& LOW SWL W MEK AID "W PROM i!aW MOIMf: ® • 51L STAMN�SIM KU AH�GIORS 0/4' X 240 MMMM. MMM TOP WILL EPDXY AND 5NAt1 31 MMa3TtROWWL OFRWM N4 Q TYPICAL SHMM I! 5TAKIN6 M:ML CITY OF BAKERSFIELD REVISIONS DETAIL FOR TREE AND SHRUB PLANTING Pr,ANNo. m 10 �• „> ACB XXXXX D L-10 PLAN NO. SM 14 OF _U_ APPROVED =M= DAT$ L-14 NOTES: OF KNO L A RAW* DE"ARIKW APPROVED CONCEPT PINUS SPEEDS ttt0lM PRIOR TO 518MITTAL OF HALL *V ROVLW PLN& GAP FER APPROVED 2 room 70 W CLA66 V CO16NE7E. GONcf�'r PLAN K ■ ZOOPSI 012MPN. 45 MPH IL FINISHED GRADE DPFE10CE ON EACH SCE OF THE 55 MPH WALL SHALL Wr saw IO' (o.w 03' RAD. 09Nq 10 01W TYPICAL ALL SDES 4. 6ROIr ALL 0E11.5 TO 2A (OAA ABOVE lA6It]t SRAM 54 Al 52' (0AW Ob. 5. GROIN ALL GUILES WWA11IN5 MOM;, INGM.WIN6 BOND HORIZON AL BEM S, TO TOP Of WNL - • • �� 6 A HWH OF 25S OF WREEr SCE MMGORY TO COWAGIED W 12=101R. 60, EARTH % TOP OF HALL 6RADWr TO MATCH R TO A 14A10HM OF OA M SAM OR STOPPED TO HSET IEIHM RWIAOMM MOW STRIP AT GRAIN LINK A5 DRGTED 1!Y C11Y EM6M1BOR, b X b A z D O' x I6' x0.w D. BEARING WL SHALL BI: COMPACTED TO 4O6 OF KO HM 05M z x DRY VDISITY AS BY ASTM D -M TO A BLOGIcs " DIPIN OF 10' (PAW BELOW BOTTON or F001IN5. BLOCK W U t WATER PROOF SWAGMS NI114 02V (60" 71" PBfGE APPROVED WATERPROOFMIS ON LOT SIDE � PL6Y6ROIAJD 51DEWALK AMIAL.110 WM7M3L PROOF COATING OF AP(ROOWID Mft AS PER 24 BOX CITY STMI)AFD SNE£✓ LA DTML 61. GOAT ONLY TWIT PORTION NOTE5: I. COI5IRDGT A DEEP SCORE JDINT jr) ATEVEW FENCE ROSE AMD DOM LOT PAD 6RADE DGML TO FOOTING EVERT V (4AW ON ALL OT ER COMM SLRFACE3. 10. FOOTM66 SHALL NOT SUM 7HE MOM SHOMN ON THE ALL AREAS TO 1160 VE GONCREM SHALL EE C VAGTID TO •1 PLANS BY MORE THAN 2.0" Os " ANDY FORNMORK IWES&W 40% REIATNE DOS" FGR A 0l5'IH OF OS' MONW OR AS 7O MMMITAM THIS FOO" ?DTH SHALL OE DELM TME F WIED APPROVED BY TRE MWAT901 AND PARKS DREGU R 7W OF SUM AT LEW (01M110R ft P" OF TRE 3. TOP OF MOW STRIP SAW. W 10IZ W ABOVE NOW RW a o 0E5161%1 CRITERIA- PHSHED GRADE NIU ADJA= TO PINKER. L CONCRETE HABORY IMIT ff4WZ 7 HJDMM ME16HIT 04 0 32' (0AW O.G. WNPO" TO AM C40. BL3D INf0 FDonNG 2 REIFORM STEEL . 6RADE 40 FRO0 11015 REaM. SEE GW STANDARD SHEET LA DEAL 61 S KU HR SOL BEARM6 PRESSURE • COOPSF OWN FOR K47M FROGF1116 RIX i15. 4 MIDDEP."S10"O KE>PID5ULE'B' 5. A 40 (0.2 4 HIM CONCRETE MOW MW 15 RWIMRl3) FOR ALL AND SEISMIC ZONE V. LAMA AREAS ADJhCW TO AN BMW OR PROPO.ED T•BIrkIMMALL 5. 013DWON N KAIALL. SMSik CITY 60111*M SHEET L -N, LTIAL M 4 V ALMK b. ANY AND ALL GiWWE'S PROM TITS STANDARD MAL SHEET �bb pp TLE MD COATED�TE9 ?YTH Mi4tAM�THMGiORi THROUSW SHALL M APPROVED BY THE RECREATION AID PAW DMPLTOR �• � : :• a.' •t ® • 51L STAMN�SIM KU AH�GIORS 0/4' X 240 MMMM. MMM TOP WILL EPDXY AND 5NAt1 7 ALL COMM SHALL BE CLAW T IN ACCORPOIGE MM HAV AVE! NO VMS WHO tMSH®6RADE OfY STAIDARK THE LATEST EDITION OF SECTION 15 OF THE INSTRUCTIONS. • ' • ;: .. .- -- ETE MIOYSIASI AND PARKS DIROMM , w .�.�' .• REGIN9P9R DETAL I-II 0. MON STRIP AONG WALL SHALL WaWE PM.WM 4. MONSTRIP SHALL !£ INSTALLED AT ALL PROPERTY LINE'S. 2-04 CITY OF BAKERSFIELD CONt1NMOJg 44016'(0411Jor, or 05.24 (Ohm) OL. 30' (0AW CITY OF BAKERSFIELD REVISIONS QI Quercus ilex DETAIL FOR 24' BOX Evergreen 22 MASONRY WALL NON -RETAINING PLAN NO. SM 14 OF _U_ APPROVED =M= DAT$ L-14 DETAIL FOR CONCRETE MOW STRIPS & PLAYGROUND SIDEWALK PLANNO. siT _„_ MVI+ _Li APPROVW RM XXM DATE L-11 A=12' VWATH PARKING A=6' WITHOUT PARKING CENTERLINE OR MEDIAN EDGE - A - MAXIMUM T ENCROACHMENT D D D=SX10 D=SIGHT DISTANCE (FT) S=CRITICAL SPEED (MPH) OR DESIGN SPEED ON THRU STREET. CURB UNE OS' 03' RAD. OW now (O t5nJ TYPICAL ALL Sm OF KNO GRADE SPEEDS 60' R/W CF9AM LIMK FBIGf `:. ; • ` A' t`i511YgL NOTE 53j OR WOOD FiftE 90' R/W 45 MPH MOW STRIP 55 MPH `-' CIOWIPZM MON TRIP 03' RAD. 09Nq 10 01W TYPICAL ALL SDES SWARtAASOMSPLm"M 4.0' 4A' 0.5' RAD. 05RR1 now F.A. (0'W (00W MOM TYPICAL TOP SIDES - • • �� R MMI. - 2% MAX FAL. Z2 AWAY FROM FLAY60M COWAGIED SAD i�OYI'�q) lJV>il 60, EARTH LOT Male trees only MOW STRIP AT GRAIN LINK - •: I o ,.; AND HOOD -ENC.£ i PROPOSED WHERE ASPHALT PAVING SHALL BE REMOVED. AN (ORI BLOCK W U (Q1� COWACTED WIN PBfGE APPROVED WATERPROOFMIS ON LOT SIDE � PL6Y6ROIAJD 51DEWALK Saucer Magnolia 24 BOX Las 03' RAD. (OW GRADE NOTE5: I. COI5IRDGT A DEEP SCORE JDINT jr) ATEVEW FENCE ROSE AMD TYPICAL TOP 5M EVERT V (4AW ON ALL OT ER COMM SLRFACE3. 2D' 00W2 4.0' ALL AREAS TO 1160 VE GONCREM SHALL EE C VAGTID TO ISEE NOME MS) 40% REIATNE DOS" FGR A 0l5'IH OF OS' MONW OR AS {0MW WWACTED EARTH APPROVED BY TRE MWAT901 AND PARKS DREGU R SRADE 3. TOP OF MOW STRIP SAW. W 10IZ W ABOVE NOW • GRADE NO ADJACENT TO W AND 20' OW A VE 60 05onnJ Foarne PHSHED GRADE NIU ADJA= TO PINKER. 7lMGIC CONCRETE !• • ' 4. PIR ME TIE GRADE ON AE LOT SCE OF INE WALL 6116F13i MON 51RP • . THAN 1HE GRADE ON TIE 51REE1 SCE OF THE HALL, WATER C. TIES: TREE SUPPORT VIT OR APPROVED EQUAL. MINIMUM FRO0 11015 REaM. SEE GW STANDARD SHEET LA DEAL 61 (4) PER TREE. FOR K47M FROGF1116 RIX i15. l 101'.K YMLI T 5. A 40 (0.2 4 HIM CONCRETE MOW MW 15 RWIMRl3) FOR ALL OR F13a LAMA AREAS ADJhCW TO AN BMW OR PROPO.ED T•BIrkIMMALL Ever dre Stann CITY 60111*M SHEET L -N, LTIAL M 4 V $ P t - : • • b. ANY AND ALL GiWWE'S PROM TITS STANDARD MAL SHEET Q p '„ti •: • SHALL M APPROVED BY THE RECREATION AID PAW DMPLTOR �• � : :• a.' •t PRIOR TOC 61RICTIO. ((QM 7 ALL COMM SHALL BE CLAW T IN ACCORPOIGE MM ® OfY STAIDARK THE LATEST EDITION OF SECTION 15 OF THE INSTRUCTIONS. STMDARD SPECMATM AID ASI APPROVE BY THE RECRFAT01 ®MON STRIP AT AND PARKS DIROMM WALL AND PENCE 0. MON STRIP AONG WALL SHALL WaWE PM.WM 4. MONSTRIP SHALL !£ INSTALLED AT ALL PROPERTY LINE'S. CITY OF BAKERSFIELD REVISIONS DETAIL FOR CONCRETE MOW STRIPS & PLAYGROUND SIDEWALK PLANNO. siT _„_ MVI+ _Li APPROVW RM XXM DATE L-11 A=12' VWATH PARKING A=6' WITHOUT PARKING CENTERLINE OR MEDIAN EDGE - A - MAXIMUM T ENCROACHMENT D D D=SX10 D=SIGHT DISTANCE (FT) S=CRITICAL SPEED (MPH) OR DESIGN SPEED ON THRU STREET. CURB UNE CODEBOTANICAL NAME DESIGN SPEEDS 60' R/W 35 MPH 76' R/W 35 MPH 90' R/W 45 MPH 110' R/W 55 MPH CONTROLLED INTERSECTION CURB LINE 60'; UNCONTROLLED INTERSECTION NOTES SUBDIVISION DESIGN M 1. BOTH CRITERIA GOVERN CE REQUIRE IGHT DISTANCE AT AN UNCONTROLLED FOR T -INTERSECTION. INTERSECTIONS 2. SIGHT UNE REQUIREMENTS APPROM CrY 010 Ek"EV111101M PER SEC. 17.08.175 OF THE MUNICIPAL CODE. QW a7v oawm- ■ 1 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 POTENTIAL CHANGES IN PLANT MATERIALS. KEY CODEBOTANICAL NAME �OMMON NAMEJ SIZE DESCRIPTION/REMARKS QTY TREE CONTRACTOR SHALL PROPOSE ON AMENDMENTS AS STATED IN THE TO INSTALLATION AND AT NO ADDITIONAL COST TO OWNER. IF SPECIFICATIONS. THE CONTRACTOR IS TO ASSUME SOILS CONDITIONS ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN ARE NORMAL.THE CONTRACTOR SHALL THEN BE RESPONSIBLE FOR Standard SUBMITTING TO AN INDEPENDENT SOILS ANALYSIS LABORATORY, ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THIS GB Ginkgo biloba Maidenhair 24' BOX Deciduous tree. 15 SHALL FOLLOW SAID RECOMMENDATIONS. A MINIMUM OF TWO (2) SPECIFIED MULCH IN ALL PLANTING BEDS, DISTURBED EXISTING BEDS Fairmount Tree Male trees only 2. IF APPLICABLE. CONTRACTOR SHALL ALSO SUBMIT A SEPARATE COMPOSITE SOIL SAMPLE ALONG WITH A MAP OF SOIL SAMPLE 10. CONTRACTOR MALL PROVIDE PROJECT MANAGER WITH SAMPLES LOCATION AND A UST OF PLANT MATERIALS TO LAB, IF PLANTING IS AND/OR PRODUCT LITERATURE FOR REVIEW AND APPROVAL OF THE PROPOSED WHERE ASPHALT PAVING SHALL BE REMOVED. AN FOLLOWING: ' MT Magnolia soulangiana (multi -trunk) Saucer Magnolia 24 BOX Multi -trunk Deciduous 10 UNIFORM IN COLOR AND FREE FROM WEEDS, SAWDUST, SPECIFIED DEPTH AND IMPORTING FERTILE TOPSOIL. SEEDS, CONSTRUCTIVE MATERIALS AND SPLINTERS. ANY DYED PRODUCT WILL NOT BE ACCEPTED. tree RECOMMENDATIONS TO PROJECT MANAGER AND OWNER'S PC Pistacia chinensis Chinese 24' BOX 'Standard 12 PER TREE UNLESS OTHERWISE NOTED ON PLAN. THEIR SPECIES AND VARIETY; WITH NORMAL, DENSELY BRANCHES 'Keith Davey Pistache C. TIES: TREE SUPPORT VIT OR APPROVED EQUAL. MINIMUM Deciduous tree (4) PER TREE. 5. ALL PLANT MATERIAL SHALL BE SOUND, HEALTHY, VIGOROUS PK Pyrus Evergreen 24' BOX Ever dre Stann 33 �_. kawakamii Pear COVER AND SHRUB AREAS, PROVIDE 'SURFLAN A.S.' AS tree MANUFACTURED BY ELANCO PRODUCTS, NO ACCEPTABLE i SUBTITUTIONS. APPLY AS PER MANUFACTURER'S MAY INSPECT THE ROOTBALL OF AT LEAST (2) PLANTS AND NO INSTRUCTIONS. MORE THAN 2% OF THE PLANT MATERIAL TO DETERMINE ROOT CONDITION OF PLANTS. F. SOD STAKES: 1' X 1' X 6" PINE 7. PLANTS PLANTED IN A ROW SHALL BE MATCHED IN FORM. i Standard QI Quercus ilex Holy Oak 24' BOX Evergreen 22 tree SHRUB 0 DV Dietes vegeta Fortnight Lily 5 GAL Evergreen flowering shrub 312 O SK Euonymus j. Silver King 5 GAL Evergreen shrub 161 Silver King Euonymus AP Agapanthus Lily of the Nile 5 GAL Evergreen flowering shrub 45 orientalis U Ligustrum japonicum Texas Privet 5 GAL Evergreen shrub 205 Texamum ® PV Potntilla verna 'Nana' Ornamental 1 GAL Evergreen 33 Strawberry groundcover RB Rhaphiolepis I. 'Ballerina' Indian Hawthorn 5 GAL Evergreen flowering shrub 176 CC Prunus caroliniana Caroline Laurel Cherry 5 GAL Evergreen shrub 171 PLANTING NOTES: 1. AMENDMENTS, AS INDICATED IN THE PLANTING SPECIFICATIONS, ARE PRESENTED FOR BIDDING PURPOSES ONLY SINCE NO SOILS ANALYSIS 8. IF SUBSTITUTIONS ARE NECESSARY, CONTRACTOR SHALL PROVIDE A WAS CONDUCTED AT THE TIME OF THE BIDDING PROCESS. SUBSTITUTION LIST TO BE APPROVED BY PROJECT MANAGER PRIOR CONTRACTOR SHALL PROPOSE ON AMENDMENTS AS STATED IN THE TO INSTALLATION AND AT NO ADDITIONAL COST TO OWNER. IF SPECIFICATIONS. THE CONTRACTOR IS TO ASSUME SOILS CONDITIONS ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN ARE NORMAL.THE CONTRACTOR SHALL THEN BE RESPONSIBLE FOR THOSE INDICATED OR SPECIFIED. CONTRACTOR PRICE WILL BE SUBMITTING TO AN INDEPENDENT SOILS ANALYSIS LABORATORY, ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THIS APPROVED BY THE PROJECT MANAGER, A COMPOSITE SOIL SAMPLE CONTRACT. FOR AGRICULTURAL SOILS TESTING AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION AND 9. ALL PLANTER AREAS SHALL HAVE A MINIMUM OF 2' DEEP OF SHALL FOLLOW SAID RECOMMENDATIONS. A MINIMUM OF TWO (2) SPECIFIED MULCH IN ALL PLANTING BEDS, DISTURBED EXISTING BEDS SOIL SAMPLES SHALL BE SUBMITTED TO APPROVED LABORATORY. AND TREE WELLS UPON COMPLETION OF EACH PLANTING AREA, UNLESS OTHERWISE SPECIFIED ON PLANS. 2. IF APPLICABLE. CONTRACTOR SHALL ALSO SUBMIT A SEPARATE COMPOSITE SOIL SAMPLE ALONG WITH A MAP OF SOIL SAMPLE 10. CONTRACTOR MALL PROVIDE PROJECT MANAGER WITH SAMPLES LOCATION AND A UST OF PLANT MATERIALS TO LAB, IF PLANTING IS AND/OR PRODUCT LITERATURE FOR REVIEW AND APPROVAL OF THE PROPOSED WHERE ASPHALT PAVING SHALL BE REMOVED. AN FOLLOWING: ADDITIONAL SAMPLE SHALL BE TESTED FOR SOIL STERILANTS. SHOULD THE SOIL BE FOUND STERILE, CONTRACTOR SHALL FOLLOW A. 2" LAYER OF MULCH: 1" TO Y REDWOOD BARK CHIPS LABORATORY'S RECOMMENDATIONS FOR DEALING WITH SAID SOIL, SUPPLIED FROM A FRESH WATER MILL. MULCH SHALL BE WHICH MAY INCLUDE REMOVAL AND DISPOSAL OF SOIL TO A UNIFORM IN COLOR AND FREE FROM WEEDS, SAWDUST, SPECIFIED DEPTH AND IMPORTING FERTILE TOPSOIL. SEEDS, CONSTRUCTIVE MATERIALS AND SPLINTERS. ANY DYED PRODUCT WILL NOT BE ACCEPTED. 3. CONTRACTOR SHALL SUBMIT COPY OF SOILS ANALYSIS AND RECOMMENDATIONS TO PROJECT MANAGER AND OWNER'S B. TREE STAKES: 2' DIAMETER X 10' LENGTH ROUGH SAWN REPRESENTATIVE, PRESSURE TREATED LODGE POLE PINE. FREE OF KNOTS, HOLES, CROSS GRAIN, OR OTHER DEFECTS. MINIMUM TWO (2) 4. CONTRACTOR IS RESPONSIBLE IN PROVIDE PLANTS TYPICAL OF PER TREE UNLESS OTHERWISE NOTED ON PLAN. THEIR SPECIES AND VARIETY; WITH NORMAL, DENSELY BRANCHES AND VIGOROUS ROOT SYSTEMS. PLANTS SHALL HAVE A FULLY C. TIES: TREE SUPPORT VIT OR APPROVED EQUAL. MINIMUM DEVELOPED FORM WITHOUT VOIDS AND OPEN SPACES. (4) PER TREE. 5. ALL PLANT MATERIAL SHALL BE SOUND, HEALTHY, VIGOROUS D. ROOT CONTROL BARRIERS- 'DEEP ROOT CONTROL BARRIER". PLANTS FREE FROM DEFECTS, DISFIGURING KNOTS, SUN SCALD STOCK NUMBER UB24-2 AS MANUFACTURED BY DEEP ROOT INJURIES, FROST CRACKS, ABRASIONS OF THE BARK, PLANT CORP. OR APPROVED EQUAL DISEASES, INSECT EGGS, BORERS, AND ALL FORMS OF INFESTATIONS. E. PRE -EMERGENT HERBICIDE: FOR ALL ON -GRADE GROUND 6. PROJECT MANAGER RESERVES THE RIGHT TO REJECT ANY PLANT COVER AND SHRUB AREAS, PROVIDE 'SURFLAN A.S.' AS MATERIAL NOT UP TO PAR WITH ASN STANDARDS AT THE TIME OF MANUFACTURED BY ELANCO PRODUCTS, NO ACCEPTABLE OBSERVATION OF DELIVERY AND INSTALLATION. PROJECT MANAGER SUBTITUTIONS. APPLY AS PER MANUFACTURER'S MAY INSPECT THE ROOTBALL OF AT LEAST (2) PLANTS AND NO INSTRUCTIONS. MORE THAN 2% OF THE PLANT MATERIAL TO DETERMINE ROOT CONDITION OF PLANTS. F. SOD STAKES: 1' X 1' X 6" PINE 7. PLANTS PLANTED IN A ROW SHALL BE MATCHED IN FORM. ■ LL ui o STA. 10+00.00 I 1 J C. MOUNTAIN VISTA DRIVE 10+ 0 1 O U 11+00 1 �jJ + 12+00 PULL EXTRA CONTROL WIRES (15 -BLACK. 15 -RED) - - - �_ - - - - - - - - —~ - - - - - �— - —� - - —� 0 - - - - +— - - - - _� 00 - - _ - +_ _ _ - - 15+00 - - - - +- - - - - 16 00 w - D & ONE COMMON WIRE FOR FUTURE IRRIGATION. PIPING, VALVES,Lij LABEL AND INSTALL IN JUMBO VALVE BOX ETC. SHOWN WITHIN 1 F I PAVED AREAS ARE FOR DESIGN PIPING, VALVES, ETC. SHOWN WITHIN PAVED z ! INSTALL GATE VALVE. S2 CLARIFICATION ONLY AND SHALL BE AREAS ARE FOR DESIGN CLARIFICATION ONLY v ' 2" 1i 25 INSTALLED IN PLANTING AREAS S3 T1 MEMENE040ME MOEN MEMENE(�WEEMEN MEN E ME SEE MEN EON ME WE ME ME ONE ME M ME EWEN ME OEM ME MENEM S4 AND SHALL BE INSTALLED IN PLANTING w i 2" WHERE POSSIBLE 1" 24 Yz 27 1§ 30 AREAS WHERE POSSIBLE UJ O 2" 2" 1 J a0 2"77 - - - -_ MENEM ONEENEEMOM■■■ ■ ■■■■■■■■■■m*r 2 27 �✓a ...,/ l �../' - i--.�,.,� V47 V4 i Y4 -Ile J @ ° ° o 'o 0 0 t'�: o o t o o o 0 0 0 _ �_ �4" �. i o 0 o i \, IYi�^ 114 isi' ��i",A� - Y4"' L�' `,i 1" C' ins �'ca, I V47 1" o u - --1 t PHASE 1 PHASE 1 I I ! I 45 ! 1 2 4 46 3 1 ! I ! I I 51 ! � 1 ! RETENTION BASIN R/W (CHAIN LINK FENCE) I I 1 ! R/W (CHAIN LINK FENCE) CONTRACTOR SHALL FURNISH AND INSTALL 110V POWER TO THE ELECTRICAL METER PEDESTAL AND IRRIGA11ON CONTROLLER AT THIS APPROXIMATE LOCATION AND ACTIVATE. LOCATE IRRIGATION EQUIPMENT IN PLANTING AREA. �'• FORT SANDERS AVENUE -------------------------------- wl I ---I o lw � 44 ��`�I a�w � 39 38 m �n 01 �; if � MOUNTAIN VISTA DRIVE IRRIGATION EQUIPMENT LEGEND= THE IRRIGATION EQUIPMENT LEGEND IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL KEY QTY MANUFACTURER YODEL DESCRPTIONS/P"ARKS SIZE 1co � J AUTOMATIC CONTROL VALVES WITH I.D. TAGS (SEE DETAIL L-6, SHEET L-7). OZop 19 RAINBIRD 100-PEB INSTALL A SCSI. 80 PVC UNION (SPEARS # 897 SERIES) & BALL VALVE (SPEARS 1` & 1 1/2' Z0 I Z Lo 150-PEB #2122 SERIES) THE SAME SIZE AS VALVE 0 EACH VALVE LOCATION Q ®� i RAINBIRD W1 SQA IRRIGATION MASTER CONTROL VALVE, NORMALLY CLOSED 1~ W O w to >- azz 02 1 RAINBIRD SOLA B IRRIGATION MASTER CONTROL VALVE, NORMALLY CLOSED 2~ a O� w W22 m on 1 RAINBIRD FS200P 2' FLOW SENSOR. INSTALL PER MANUFACTURER'S SPECIFICATIONS 2~ ® 1 N BADGER 3/4 M-25 CONTRACTOR SHALL FURNISH AND INSTALL 3/4" WATER METER AS THE IRRIGATION 3 4/ " dF RECORDALL POINT OF CONNECTION. P.0.111 w , J WATER METER ,` m _> v a ® 1 BADGER 2" M-170 CONTRACTOR SHALL FURNISH AND INSTALL 2" WATER METER AS THE IRRIGATION 2 " RECORDALL POINT OF CONNECTION. P -0-C-2 WATER METER �IIIIIIIII ESP-8LXMEF FURNISH, GROUND AND INSTALL PER MANUFACTURER'S INSTRUCTIONS (1) 8 -STATION WITH ETC -LX CONTROLLER WITH (1) KCPCSA-12 BOARD & GROUNDING ROD IN (1) MT -TL SB22SS © 1 RAINBIRD ET MANAGER & CONTROLLER ENCLOSURE (SEE DETAIL L-7, SHEET L-7). CONTRACTOR SHALL FURNISH 8 STA. FLOW SMART 110 VOLT ELECTRICAL POWER ACCESS TO THIS LOCATION AND ACTIVATE CONTROLLER MODULE (SEE PLAN). ESP-48LXMEF FURNISH, GROUND AND INSTALL PER MANUFACTURER'S INSTRUCTIONS (1) 48 -STATION ETC -LX CONTROLLER WITH (1) KCPCSA-52 BOARD & GROUNDING ROD IN (1) MT -TL SB22SS ©WITH 1 RAINBIRD ET MANAGER & CONTROLLER ENCLOSURE (SEE DETAIL L-7, SHEET L-7). CONTRACTOR SHALL FURNISH 48 STA 2 FLOW SMART 110 VOLT ELECTRICAL POWER ACCESS TO THIS LOCATION AND ACTIVATE CONTROLLER MODULE (SEE PLAN). STRONG BOX SBBC-45SS FURNISH AND INSTALL 3/4" BACK FLOW PREVENTER WITH STRONG BOX SBBC-45SS ®, 1 FEBCO 825Y BACKFLOW ENCLOSURE AND THERMAL BLANKET VIT PBB-75HP PER MANUFACTURER'S 3/4' POLAR -PARKA VIT PBB-75HP SPECIFICATIONS. SEE DETAIL L-4, SHEET L-7. STRONG BOX SBBC-45SS FURNISH AND INSTALL 2' BACK FLOW PREVENTER WITH STRONG BOX SBBC-45SS ®2 1 FEBCO 825Y BACKFLOW ENCLOSURE AND THERMAL BLANKET VIT PBB-75HP PER MANUFACTURER'S 2' POLAR -PARKA VIT PBB-75HP SPECIFICATIONS. SEE DETAL L-4, SHEET L-7. - - 110V POWER SHALL BE PROVIDED BY OTHERS TO THIS APPROXIMATE LOCATION - (SEE PLAN). 4 MATCO 518 518 MATCO 2' BRASS GATE VALVE FOR ON/OFF CONTROL 2' 18 RAINBIRD 44 LRC BRASS QUICK COUPLER VALVE WITH TSJ-12. INSTALL IN RAINBIRD ROUND VALVE BOX (TYP). 1" PVC PIPE CL 200 PVC IRRIGATION MAIN LINE - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L-7 SEE PLAN PVC PIPE SCH. 40 PVC IRRIGATION LATERAL - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L-7 SEE PLAN VALVE ID CHART= 92 SHRUBS S1 AS2 S3 S-4 S5 A161Ljf�31 S7 S8 1" 24 'fi 30 ' 29 S9 S10 S11 121 S14 S15 1�z 30 1'i 30 h 30 1" 29 Yi 31 1'i 28 TREES au: 16 hT- T4 tiz 28 1" 16 G 1 VALVE ID CHART NUMBER VALVE SIZE q 1n to G.P.M. 1~ W 17+00 0 18+00 w w 1 - - - - —�- - - - - -I - - - - -- I- - - - _19+00 _ _ - - - - - - _ - - - - - }-- - - - - - _ _ - 20+00 - - - - _ 21 +00 22+00 W I- - —+— - + - —+— - _ PIPING, VALVES, ETC. SHOWN WITHIN PAVED �. i O W 1 AREAS ARE FOR DESIGN CLARIFICATION ONLY S5 PIPING, VALVES, ETC. SHOWN WITHIN PAVED 1 AND SHALL BE INSTALLED IN PLANTING �/ AREAS ARE FOR DESIGN CLARIFICATION ONLY w L.V I S'6 AND SHALL BE INSTALLED IN PLANTING W + Z AREAS WHERE POSSIBLE. 29 AREAS WHERE POSSIBLE. T2 S7 1 1 " CO J 2 I 2" 14 31 1" 162„ % 31 mommmmmmmmmmmmommmmm 2" 1 LLJ O ■■■■■■■■■■■■■f■■■■■■■■■■ ■■■■■■■■�■■■■�■■■■■■�Z N �nQ1 2. �� ��w # r) !z + �# 2" U) U) i N < Q 1— tY: Q 1 1" t' 2 o ♦ J J - ♦ �. u) Y4" w t" �'•• �.J wl 14Nlim o o ,` o 0 0 0 ,L 0 0 0 0 * 0a im will 1 1" V4*4" �4, v v 1" 1 ' PHASE 1- ` PHASE 1 t") PHASE 1 w w I I 5 1 7 $ 1 a I 3 I i � - I I I , 1 o I 9 1 2 1 ■ -- + I I I I LIMITS OF PUBOC STREETSCAP I 1 I I I CONSTRUCTIO REFER TO SHEET L-1 FOR GENERAL NOTES REFER TO SHEET L-6 FOR IRRIGATION LEGEND REFER TO SHEET Li FOR CROSS OVER SLEEVE SCHEDULE REFER TO SHEET Li FOR HYDROZONE TABLE REFER TO SHEET L-7 FOR IRRIGATION DETAILS REFER TO SHEET L-7 FOR IRRIGATION NOTES SCALE: 1$* = 20' 20 10 0 20 40 /4 Az `T ax 14-3 0) CD 1 M O 1co � J 1~ W 17+00 0 18+00 w w 1 - - - - —�- - - - - -I - - - - -- I- - - - _19+00 _ _ - - - - - - _ - - - - - }-- - - - - - _ _ - 20+00 - - - - _ 21 +00 22+00 W I- - —+— - + - —+— - _ PIPING, VALVES, ETC. SHOWN WITHIN PAVED �. i O W 1 AREAS ARE FOR DESIGN CLARIFICATION ONLY S5 PIPING, VALVES, ETC. SHOWN WITHIN PAVED 1 AND SHALL BE INSTALLED IN PLANTING �/ AREAS ARE FOR DESIGN CLARIFICATION ONLY w L.V I S'6 AND SHALL BE INSTALLED IN PLANTING W + Z AREAS WHERE POSSIBLE. 29 AREAS WHERE POSSIBLE. T2 S7 1 1 " CO J 2 I 2" 14 31 1" 162„ % 31 mommmmmmmmmmmmommmmm 2" 1 LLJ O ■■■■■■■■■■■■■f■■■■■■■■■■ ■■■■■■■■�■■■■�■■■■■■�Z N �nQ1 2. �� ��w # r) !z + �# 2" U) U) i N < Q 1— tY: Q 1 1" t' 2 o ♦ J J - ♦ �. u) Y4" w t" �'•• �.J wl 14Nlim o o ,` o 0 0 0 ,L 0 0 0 0 * 0a im will 1 1" V4*4" �4, v v 1" 1 ' PHASE 1- ` PHASE 1 t") PHASE 1 w w I I 5 1 7 $ 1 a I 3 I i � - I I I , 1 o I 9 1 2 1 ■ -- + I I I I LIMITS OF PUBOC STREETSCAP I 1 I I I CONSTRUCTIO REFER TO SHEET L-1 FOR GENERAL NOTES REFER TO SHEET L-6 FOR IRRIGATION LEGEND REFER TO SHEET Li FOR CROSS OVER SLEEVE SCHEDULE REFER TO SHEET Li FOR HYDROZONE TABLE REFER TO SHEET L-7 FOR IRRIGATION DETAILS REFER TO SHEET L-7 FOR IRRIGATION NOTES SCALE: 1$* = 20' 20 10 0 20 40 /4 Az `T ax 14-3 0) CD M O M � =5 Q d I OZop o U ir st Z0 I Z Lo Q J U O Q Lu N G W 00 a, 3 0 - a W O w to >- azz aWc F— o V) N C�3 V W cr °C a O� w m m w i dF � �0 C44 w , J ,` m _> v a �P ommm CD Z J CL U J J Z is q1t O Q Lu N G V a, W O 0) z Q azz aWc F— V C�3 V cr °C a O� w Q m w N �0 a � I �IIIIIIIII 0 CD Z J CL U J J Z is q1t O Q Lu N G V a, W O 0) z Q azz aWc F— V C�3 V cr °C a O� w Q m w N �0 a � I LL 0 PANAMA LANE LL J I W10 00 11 +00 O > - - - - - - - - - �— - - - - —+ - - _ - 12+ OQ - - - - - - _ 13+00 1 Lu 0 I w NOTE c/) Q CONTRACTOR SHALL FURNISH AND INSTALL 110V ' I— i POWER TO THE ELECTRICAL METER PEDESTAL AND o INSTALL EZ-FLO (� FERTILIZER INJECTOR ©2 IRRIGATION CONTROLLER AT THIS APPROXIMATE Nt LOCATION AND ACTIVATE. Lu O 2 MV 2 mill S8 O LOCATE IRRIGATION EQUIPMENT IN PLANTING AREA. A ' J co z I PIPING, VALVES, ETC. SHOWN WITHIN PAVED 2 , 1" 17 AREAS ARE FOR DESIGN CLARIFICATION ONLY 2" 2" = M AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE .�■■���■■ ■■■■■■■■■�■ OMEN ■■■U' Q z I 2" �� 2" ' � i, ej- i'4� '✓ i ° -47 1 1. 1" Y -yl it moi' V" -- �♦ - 4 5 ■,■■■oOMMME■ ���� PHASE MATCH LINE F, SEE SHEET L-5 STA. 22+25.00 IRRIGATION LAND: THE IRRIGATION EQUIPMENT LEGEND IS PROVIDED FOR CONVENIENCE ONLY, IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL KEY QTY MANUFACTURER/SERIES MODEL HEAD TYPE NOZZLE PATTERN PSI GPM RAD. REMARKS HYDROZONE 5 RAIN BIRD 1800 SERIES SAM PRS 1812 SPRAY HEAD 5 Q 90' 30 0.10 5' 12" POP UP SHRUB SPRAY e 35 RAIN BIRD 1800 SERIES SAM PRS 1812 SPRAY HEAD 5 Q 180' 30 0.20 5' 12" POP UP SHRUB SPRAY 20,928 SQ. FT. 1 RAIN BIRD 1800 SERIES SAM PRS 1812 POP UP SPRAY HEAD 8 Q 90' 30 0.26 8' 1 12" POP UP SHRUB SPRAY 257 RAIN BIRD 1800 SERIES SAM PRS 1812 POP UP SPRAY HEAD 8 H 180' 30 0.52 8' 12" POP UP SHRUB SPRAY O 1 RAIN BIRD 1800 SERIES SAM PRS 1812 SPRAY HEOP HEAD 10 Q 90' 30 0.39 10' 12" POP UP SHRUB SPRAY 262 RAIN BIRD 1800 SERIES SAM PRS 1812 POP UP SPRAY HEAD 10 H 90' 30 0.79 10' 12" POP UP SHRUB SPRAY (: 6 RAIN BIRD 1800 SERIES SAM PRS 1812 SPRAY HEAD 10 T 135' 30 0.53 10' 12" POP UP SHRUB SPRAY C 20 RAIN BIRD 1800 SERIES SAM PRS 1812 POP UP SPRAY HEAD 12 H 180' 30 1.30 12' 12" POP UP SHRUB SPRAY O 8 RAIN BIRD 1800 SERIES SAM PRS 1812 POPUP SPRAY HEAD 12 T 135' 30 0.87 12 12" POP UP SHRUB SPRAY 52 RAIN BIRD 1400 SERIES 1400 BUBBLER 1401 TRICKLE 30 0.25 - INSTALL PER MANUFACTURER'S SPECIFICATIONS. SEE DETAIL B, SHEET L-7. ° O 164 RAIN BIRD 1400 SERIES RWS ROOT WATERING 1402 BUBBLER 30 0.50 _ INSTALL PER MANUFACTURER'S W/ RWS-SOCK BG -02 SPECIFICATIONS. SEE DETAIL A, SHEET L-7. SYSTEM ® 20 RAIN BIRD 1400 SERIES RWS ROOT WATERING 1401 BUBBLER 30 0.25 - INSTALL PER MANUFACTURER'S W/ RWS-SOCK BG -02 SPECIFICATIONS. SEE DETAIL A. SHEET L-7. SYSTEM NOTES: 1. INSTALL TREE BUBBLERS WITHIN SPECIFIED WATERING BASIN IN TURF AND GROUND COVER AREAS. 2. INSTALL EZ-FLO FERPUZER INJECTOR SYSTEM CROSS OVER SLEEVE SCHEDULE: CONTRACTOR SHALL FURNISH AND INSTALL THE FOLLOWING IRRIGATION SLEEVES: (SEE IRRIGATION NOTE NO. 7, SHEET L-7) SCHEDULE 40 PVC SLEEVES: O (1) 4" (FOR MAINLINE) (1) 2" (FOR TREES) (1) 2 1/2" (FOR SHRUBS) (1) 2" (FOR CONTROL WIRES) SCHEDULE 40 PVC SLEEVES: O (1) 4" (FOR MAINLINE) (1) 2" (FOR CONTROL WIRES) SCHEDULE 40 PVC SLEEVES: Q (1) 4" (FOR MAINLINE) (1) 2" (FOR CONTROL WIRES) STA. 18+61.07 ' PANAMA LANE 14+00 r -�- - - - - - - --�16+00 - - - - - - - - - - _ 15+00 - I- - - -}-- -+ - I PIPING, VALVES, ETC. SHOWN WITHIN PANED AREAS ARE FOR DESIGN CLARIFICATION ONLY PIPING, VALVES, ETC. SHOWN WITHIN PAVED AND SHALL BE INSTALLED IN PLANTING AREAS ARE FOR DESIGN CLARIFICATION ONLY J Ur AREAS WHERE POSSIBLE. AND SHALL BE INSTALLED IN PLANTING j ' T3AREAS WHERE POSSIBLE. J Lu 1701 Lu 2" A28 S 3O S11 S12 W 2" n301" 24 f 2" " 2 I in O'> MEMO ■ ■■■■■4■■■■�■■■■■■ as ■■■■■■■■■■■■■■■■■■■■ ■■ ■■■t■�■ 2» a --- ml�** I Q W' 2" 2' , O I oe ow f/ r .ice o l 0 O ° Iva IA' 1 Nt" CC)" . � t' _ t � ce �. 1» + z » 1 i �4* 1 " 1 1" 1" ;V4-_ 1!� �1 1 /r'�V4 1 1. ° ° ° - : 1" o o ■ ■ ■ ■ ■ ■ I O �4x i4 _ I _ ° " ILL w I `3'1 v YI J C) ' 5/ LLI I Z I \ ( 13 200(D I M CO PHASE 3 m w I --- ■ ' STA. 18+61.07 0 19+00 20+00 --+ - - - { - - - -- 1--- - - - -f - - - I J� PANAMA LANE STA. 23+12.62 21+00- _ - 22+00 --�- - - - -+-_ - - --+- _ _ - 23+00 J I PIPING, VALVES, ETC. SHOWN WITHIN PAVED W I AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING PULL EXTRA CONTROL WIRES (14 -BLACK, 14 -RED) Q 813 AREAS WHERE POSSIBLE. T4 S14& ONE COMMON WIRE FOR FUTURE IRRIGATION. SIS i 1� 29 2„ 1" 16 LABEL AND INSTALL IN JUMBO VALVE BOX. l4 31 y� 2" 2" Y8 INSTALL GATE VALVE. 1Ya' 2» j - Y ti rZr � i /% 1 �� 1Yt" p �.� j �, o o - _ o o 0 0 1» �� ° �• 4"�\- 0 V4 — — — — -• 1" /i 114" ° % ° . V4" -%Ii ' 3i►" �4" � �a 1• �t 1" ri 1" �i". ,. y - - O W W 2" ;� �l - - I ' �1 �r'lF� 1w• 1• �� 1»» hl. + O 00 �Q w - I 21 cnM LIMITS OF PUBLIC STREETSCAPE CONSTRUCTION � I 27 PHASE 3 `� I 28 1 29 \ I � I � I LIMITS OF PUBLIC CONSTRUCTION HYDROZONE TABLE HYDRO ZONE OR HYDROZONE AREA OF AREA OF ZONE VALVE WATER HYDROZONE % OF TOTAL LS AREA HYDROZONE USE COVERAGE COVERAGE A S2 -S15 2 22,530 SQ. FT. 99% 1.98 B S1 1 255 SQ. FL 1% 0.01 I�IIIIIIIII 20,928 SQ. FT. 100% LS AREA 1.99 HYDROZONE HIGH WATER USE: 3 MODERATE WATER USE: 2 LOW WATER USE: 1 Noll THE HYDROZONE SETTINGS AND THE SQUARE FOOTAGE COVERED BY EACH HYDROZONE SHALL BE INSTALLED AS PROPOSED IN HYDROZONE TABLE, AND IN ACCORDANCE WITH THE APPROVED PLANS. NOTE: IRRIGATION SYSTEM IS DESIGNED FOR 66 PSI MIN. 0 POINT OF CONNECTION. ASSUMED OPERATING PRESSURE = 30 PSI MINIMUM FLOW = 16 GPM MAXIMUM FLOW = 31 GPM REFER TO SHEET L-1 FOR GENERAL NOTES REFER TO SHEET L-5 FOR IRRIGATION EQUIPMENT LEGEND REFER TO SHEET L-5 FOR VALVE ID CHART REFER TO SHEET L-7 FOR IRRIGATION DETAILS REFER TO SHEET L-7 FOR IRRIGATION NOTES SCALE: 1 " = 20' 20 10 0 20 40 a o�nnnn� I�IIIIIIIII NOTES: 1. NO �N51M7ER ROADMRYS OR ANY O NEER PARD SLIPPAGE, - ALL t3.667RK,A. INIRRi6 AND MM7M LN5 SMALL BE NSTAIAM 251 MSL 00 Lw7N15 (O:1 W DW, N A 8G+WLE 40 PVC SL.W& SLEVE SHALL BE 2 2. ALL AM WFLIS SIKL BE VA 80 M AIL MT11% TM DIAMETER OP COW / PWW. ALL EM WIRIGAL COW SWI BE SOR 40 M. SiiALL HAVE r MIL DIA. FOR 110 VOL75 AW 2'MN. PIA. FOR LOM a_ VOLTAGE SEE Cf1Y STA WS SIM L}3, DETAIL K 0 p fw4A E AD 111.0 2. I*IERE 71C RAIRM MAXCOM IRRIGATION SYS1E115 ► nE ww UE RxE RratATlAi tdaAol v TIE M+d000M CABLE MUST Nor COME WO COWACT AT flE 9 oY1A¢Ac mmjATIEww NRH AHE P0K3t SUPPLY OR VALVE NRI16. LOWE TME Kk* foomON BIM0M rmw AT CON GABLE NEAR TIE MAN LiNE AT A 4 0101 K PM951710R �ce ATT7iW 5. I' MORE THAN ONE LRE S NSTALLW PER 7REICK PROVIDE 3 ouroom OSI (0.15rttW NORM M& AND VERTICAL SEPARATM RA' S A EIRIRE.Y OP5046RADESTAKE5657EB. M 51 4. ALL PMC SOLVENT (6M SWU BE "I IPRIMER I5 Vp MAIN LINE REti w ON MAN LRE ONLY). \:J 5. LAMSCiAPB AW IRIWATIM 14PRVAM5MS5 WRIN DE a REMOTE C4Wnz4L VALVE VW"YW S7REET RWIT•OHmAY MAY RE{MIIIE M OPM fOR DRARM6E 51FM POW alBCK NTN CiK EIMEE RN6 DEPARMW L 10 Ro:.O RB1 VAX FOR wommem N� AM OPBM B7RCiT GUTS ARE TO WTAL VAR1M • I. USE MA ON ALL 1i1EADED JONIS, iRRI6ATON LIES AND/OR Y1IRE5, ALL 51RS7:T PATOM WTMN 5. ALL LOCATIONS OF IRRIGATION COMPONENTS ARE APPROXIMATE AND IM ciK itl6HT•OF•MMYSMI BE N A00MMICE NTH WY 2. ALL NIPPLES %KL BE SQ®US BO PVC ALL FTTRN6fi 5TAWARD 5T42 OR A5 DIR6Gm 6C 71E GiRY 8I6NESt • roK SHALL BE VA43XLE 40 PVC. 1. ALL IRRIGATION LA18M LRES SWLL BE UJ166 200 PVC. TMMef HWA9 $ IF A LA1i M LRE 15 LoCAIW IM7E K A MARD Sid K4 S. ALL IRRIGATION COMMOL VALVES SIAL BE PLACED N A Pli6Tlfi SCHVILE 40 PVG 15 RBaJIRW."►� MISA71ON COMM VALVE BOX NTN VALVE D TA6.1E TOP OF b. NO 1iERE 15 A a AN T N MITRED DIRECT M4 ALL IRR1MMINI Ra um � tleaMSMs 7W VALVE Box SMNLL BE 2D' $omit) mm MOW GRADE N IM MAN LLMES L�APISM THAN 2D' OOAW N MEM MESSI E BAMU LOW SSL BE seaww Nim GGNCREIE TMItl15T mom N RAM FOUDNIiB VALVE BOXES AD LDS OR APPRO W UK AOGORDANDE NTH MAWAGUIRES WfA IO MiAI AW An DEQ M a fARE ANY DEVIATION FOR TME ACCWW WM AS VM7W BY IMC RECREATION AND PARKS DIRECTOR ATL B9.OM htBT BE APPRM BY iW R6(WTI0N AW PARKS SEE GRIP STAM M SW L•$ FOR TIRY5T BLOCK DETA. ° 4. AL�ansATION 20.1 ONalN> AW O LATERAL LINE USO BNALL BE SaWLE 40 PVC. IRIWATION M NKM SMAIM COIRMSATLD VALVE BOX VM BOLT DCMN COV EK 7NMM 20 00W N DWVM SWILL. BE TRE PVG WEIRLE 40 OR GtNGK GOUPLER4 MC9 PW SBei!"910' Rd" APPROVED WOL BY TME PSCAEATION AW PARKS DIREGIOR CAMM6AYED VALVE BOX MATH BOLT DOM COVER 10. ANY AW ALL GWAIM $HALL BE APPRONW BY iME REiCRGAT101t PAdSfm eVOB 10 (oaw! AMD PARKS DIRECTOR WXR TO b"IRWAT' K RE60448%AR VALVE BOX NTH BOLT DOM COVER. I. ALL RIRIGATO IISTALLATION SWU BE N ACCOMMM NTN • POR M/R6E er caaal Inv GONMCT Off STANDARD$ TIE LATEST APPRWW EIMM OF iME W FORM Im m" M4QRDN6 TO aW KAMM PUMAS S GORE. MANPFA,GTURM RECa4tMAT10N5, SECTION sr -0. 9t£ CAM&* SVA 20 OF iME STAM M SP661FICA4170% AW AS DNI•G7217 BY YIE r PqT yR yyL rnit sties TR'ATOf oR REOWATMOMM AD PARKS ommoR Ti11>F IEAD5 s A A5 DRfit:18� 9f AE Ito Mwz► Q. ALL MiA7EIAL UGH7 SMWL EE MOI AW � i4tOM R�GTION5 M �a3 � IR. SEE APPROVLV LNDSCAM AW IiRKAT10N PLAW AD LBSM LAMML n PtAGE fdtIGINMON Ca1t110L FOR SPECIFIC MODE. NII ER, SIZE, amm, KWFAC7IIEK mm RENM r1a wm AD FINVRI VICE WAMO15. itACE wA{acaM Y11t5 RMM AIV TMm AT K ND OTHER cOMD1AT OR IM MAY ALLOYED wm TN: wm LME AT TRE � OGLOGK Id ODed Immy" M AT TIE "mI N GATIM Fm OR CONTROL LRE 7RENGN. PO61TIpl ou 3 9ttIQt p0 oracac P0f WHERE SLEEVE CROSSINGS ARE LOCATED. MJLTIPLE LINES CITY OF BAKERSFIELD REVISIONS DETAILS FOR PIPING, TRENCHING, AND BACKFILL STANDARD PIAN NO. 2 14 L-2 APPROVED DAW aff of TOP of VALVE BOX 25' (0..'" its w MAN MEE NOTE is ON DFAO ON LOOPnow MSL 00 Lw7N15 POR ALL VIRES ova 2. ALL AM WFLIS SIKL BE VA 80 M AIL MT11% a EXTRA CONim SWI BE SOR 40 M. "RE HIRE REnjw m� 1 C04CW VIRE 0 p fw4A E AD 111.0 PAST FIPPLE PDX= TO MUM WE PEDSML MDI W ITRIGA71011 CXMM CODE AW I QWAGRWM WCOW WATOk SECTION 20 OF .n ADD TtW.ADEi7 UNION DENSW PRIOR TO PLACENFIIR OF CONCRETE SLAR SEE MAL W ftm AN 15 FOR VALVE 59fDU E 77II5 SHEET WTAUMM - DE'.TAIL VI NFPLE (TIT) RA' S A EIRIRE.Y OP5046RADESTAKE5657EB. M 51 MAN MAN PLAN VIEW LRE UMC \:J BRICK a REMOTE C4Wnz4L VALVE 5. ALL. f006ATI0N Comm NR13 (LONNA AW Comm mELL BE N GAUGE UL. SNGLE WRAC COPPER NFA TiAPW AD fOR DRARM6E B VL W AT 10' ODW NIEtVAlS AD PLACE17 MAR IME OW" COOM OYLACAC P10.�itT10Ml N� � ADV�RDr SI EET L-2. I. USE MA ON ALL 1i1EADED JONIS, b. ALL NRE Coloom 51LL BE M IERPROW AW APPROVED 5. ALL LOCATIONS OF IRRIGATION COMPONENTS ARE APPROXIMATE AND BY iTE RPlItEATTON AW PARKS pies OR SPLK,>r5 NIL NDT 2. ALL NIPPLES %KL BE SQ®US BO PVC ALL FTTRN6fi BE AIDNSD RMLEM APPROVED BY iME RECREATION AW SHALL BE VA43XLE 40 PVC. PARKS DIRECTOR 11E APPROVED SUM NIL REGRIIRE 1HE Or APPROM DY 7W RECREATO AV PANG VIRBOM LITE OF A SPLICE Box S. ALL IRRIGATION COMMOL VALVES SIAL BE PLACED N A Pli6Tlfi - -.. MISA71ON COMM VALVE BOX NTN VALVE D TA6.1E TOP OF x MINYAN 2D1(0AW SEPARATION BEifM ROM 7W VALVE Box SMNLL BE 2D' $omit) mm MOW GRADE N IM OMMOL VALVES (C8IMBRLIE TO CBNERIM NO MORE %* AW 20' ("W ABOVE F#I5Fli? 61RADE N RA4M ANDA IME ONE VALVE B I6TAILMD N TME SME IDGATMOR RAM FOUDNIiB VALVE BOXES AD LDS OR APPRO W UK WEST BE ABLE TO REIVa VALVE MWX 0111M An DEQ M a fARE ANY DEVIATION FOR TME ACCWW WM IRRIGATION LNTS OR MWW BOX ATL B9.OM htBT BE APPRM BY iW R6(WTI0N AW PARKS b. M M PCM= LOCATE VAL.VE9 N 7mE RAA=ABA& ° /,•i� SMZ VALVE& MDS PRO OBOES 14XkM• 4. ALL IRW6ATEON RSTALATIM SIML BE N ACCMMM NTN COIRMSATLD VALVE BOX VM BOLT DCMN COV EK MY STA ARDS,1ME LAIEST APPROVED K ITCH OF WE INFORM GtNGK GOUPLER4 MC9 PW SBei!"910' Rd" CODE. MAMFACIUM REG@?@DATR W SEGRION 20 AM A6 DIREO7iD BPC THE W Q iTI CAMM6AYED VALVE BOX MATH BOLT DOM COVER N NV PADS VIRECA710N51 REC,REA110N AW PARKS DIRECTOR MARE PULL. 90)4 WM PRO WX20r J W CONTROLLER IDENTIFICATION. RE60448%AR VALVE BOX NTH BOLT DOM COVER. 10 ALL MAIE MS IB@ SHALL BE MOM AW FPS FIROM DEE675. 4. NSTALLAIM OF EXTRA IRWA710N CONTROL MARE FROM I. AW ALD AL C#WG 5 SHALL BE AFPIROVW BY iME RECREATION A710N COMM CL.OGK TO RIMM CONTROL VALVE 5 AW PARKS PIRWORPRIOR TOIMPLOWA110N. MELITTIN FOR EACH MANIFOLD O DLE OF VALVES). EXiM PLAN SHAD_ PREVAIL WHEN VERIFYING QUANTITIES OF IRRIGATION EQUIPMENT AND MERE 51ALL BE A DIFFERS$ COLOR THAN 7TE OE M to 12 SBE APPROVED LNMSCAMARIWATION RAFT AW 1.15SM OPERATE VALVM'.,r' c (OMC COLOR POR ALL VALVE MlYS 4 ONE COLOR FOR SPEOM MODEL RIPEE R5, SIZE, G MWM, MWNFAGiURf:R5 FOR ALL VMiRA NRE51 Ado PE1fGraANDE PARALLEL TO WALK, CURB, LAWN ETC. INSTALL ONE VALVE PER BOX ONLY. CITY OF BAKERSFIELD REVISIONS 20. CONTRACTOR SHALL PROVIDE & INSTALL A SCH. 80 PVC UNION do BALL DETAILS FOR REMOTE CONTROL VALVES I PLAN NO. sHT-� MTF 14 APPROVED RCEXXXXX DATE L-6 .@I NOTES: D BRACE WAI)MY / IMRD5GAPE rREEr oglee Off-OF40Y ONLY �_ P (0.45W DOW it - F_ 6HT-0F••MMY LRE COWIIT / PIPII6 E NO OWS5116 WEt ROXXAWS OR ANY OM 14ARD SAWACE . ALL E,ECIRMCAL NIRNG AMD M aEt Li 5 $IML BE WTAL M 251 (01W VEEP N A Sa1E E 40 PYA SIM SLEEVE SKI. BE 2 TUGS DIAt4;.'R3t of COYDIIT / PIPN6 ALL E IBMRIDA. COMt71RT SMALL fLAVE r mi DIA FOR ND VOL.7s AW r MN. DIA FOR Low YOI.TA6E 2.9L EEVE SHALL MED LO (OSW BEYOND WDRSUVE ON ALL ED5 5. !#ROVISOM WM TIE DE)ICAATE7 SIREEI RiGHT-OF-MMY MAY MOIRE M OMEN 51RM:E7 PERW. CHECK NRm GMTV 016#01M DB'ARD@iT FOR 4. HERE OM 510EET COM ARE 1E0M TO WALL PARI= IRRIGATION UN S A019R Wak ALL ME PATO W WO iME COY WIT -OP -MY 51Yd.1. BE N ACCORDANCE MR MY STAMDM 5T-12 OR A5 ON= SPY TIE CITY E41991 Bt S. ANY Ado ALL OWM SMML BE APPROVED BY TME IWWATIAM AW PARKS DIRSCM PRIOR TO PVLEN TATMgM. b. ALL EiW"WAL WAUAWI SILL BE N ACCORDANCE MR GMK STAiOAIM M4AWAGnr0t5 REG0I#tWATM SE6710N 20 OP iME STANDARD SPECAMATMONS, AID AS WWW BY TME iZE ATiON AW PAM VMT0R 1. ALL MATERIAL WW SHALL BE 04 AID PRE£ RitOM U4PERF'66TCI15. b. ALL EI.WnW,AL MIALLATT S MW PARKS OR PARDWS SOLL BE fISM1W BY PELLC MNOItM:5 4. NO ONBt COMDIIT OR PIPIIB PAY BE ALMD MW aBONCAl OR CONTROL LRE 7REIKAI 40 (OJW GRADE CITY OF BAKERSFIELD REVISIONS DETAILS FOR ELECTRICAL CONDUff TRENCHING, SLEEVING, AND BACKFILL STANDARD PLAN NO. APPRDVW MEMO= Im'm L-3 TOP M7LR(T STS uciDsm AUTOMATIC c vRalm o comwum Motw S TOP STETS GONTR u -m---. t ® G INGLIAeS aI Y ENADW; e STRIPS t^ItN II 60 (OJW slue v'IEW 120 -VOLT SERVICE 1- -- IN GOIWT. e, LONG 5W)SS' al- LL- 512E A5 F5C:IARw 50 55-2255 f PIPE ON AU WMWJWM (5TRON6 BOX�B( VIT PROmv 2. ALL AM WFLIS SIKL BE VA 80 M AIL MT11% OR AMV VELI TAIL SWI BE SOR 40 M. O IRRIeATION CONTROLLER ENCLOSURE NOTES: DRAWING WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE L USE 5QIDLEi 80 PMC CONDIIT MIM M Stla4Dt S. ALL RMRiGATIM NSTAUATION SIOLL BE N ACOMNICE WIN 2. C0 87MM OY 450am)1wA CLASS T COMCR UE SIM AS GRY 5TAWA%7m LATEST ®RMOm OF im GALB'ORNIA PLwom PDX= TO MUM WE PEDSML MDI W ITRIGA71011 CXMM CODE AW I QWAGRWM WCOW WATOk SECTION 20 OF CM:OCK WWAGT 051(BOMm) BASE TO WX RELATIVE iIC STNDAAD'.JrMAXA710!!I ALO AS VIRBC Bf 11E DENSW PRIOR TO PLACENFIIR OF CONCRETE SLAR RECRE°A71G1 AW PARKS D/ECm SIIMl l 177E S. ALL IRWANVL 10N GONIR011ER EYAW b. ALL WEt1AL5 SWALL BE MON AMD PREF PW O rizlm Of A YAd1DAl AW IEP NATURE, IWIPAG711F® M' Xk1S 1. SEE APPV40YW LAM5CAPE / IR IBAT ON RA6 RA' S A EIRIRE.Y OP5046RADESTAKE5657EB. M 51 AM LEBE075 FON SPECft MODd WWW 511E OWAS SIALL BE 40 111"0 -COMM dMANiTRES, NM41FAGTI M AW PQR'OFIWIGE 4. Pass cO cav BASE -MP NN iwAm env cal mm br fm ML BEYOND CUP= "1510% OF 9101.0E11RE NRH VA SLOPE b. AW AW ALL Q WM PROM SO STAMM SM BE fOR DRARM6E AFPRMW Br TME WOUT 4 AiD PAM D1REC70R PRIOR OW" COOM TO ANY TYPE OF 0167RIMD M CITY OF BAKERSFIELD REVISIONS DETAILS FOR TOP MOUNT, STAINLESS STEEL CONTROLLER ENCLOSURE STANDARD PLAN NO. wr 7 of _L4. APPRONM l6mXX)= DAM L-7 WRIER PROTECTION LNT • ' 4• •'� 'Iwi ♦� . S� Yo _4 D. ; 9;',14 M •tom a ..-0.49W fEWRED ON ALL ASGDCLES OC,ONGF SLAB I Ca'n75M�DF.Bl�16D�'fq, 4s104: Si1.CfAtKK,`�IC 6ALIiYPIC,Al11�#dC1f611011' OFt1:V1JGED PR99SLWZ BAGIw.AW A56EMBL,.Y (MSreater than 2.0• Gomm) Dial NOT1S: L OUPT AS NOTED, ALL PERK AMD MTM SiNIL BE SALVANIIID LUM APPRWW Bf flE WAMA710N AW PARKS DRE670R M DIA BRAG6 M9TTINGS / MIPPLes Mil tCm u� i I M PIPE TAPE ON ALL iM WEP JXI 5 OR NOTA 46M VBT APPRDEdits. BYRE NEOIIEATION AMD PARKS PFSMOR MIL WE BAILI ALL MATERIALS $WALL BE RN AW FREE MN WOWECTIM VALVES BRASS "171165 1 NIPPLES ILC (03W4. SMATi9ROVED LAiDFicAPEf �16A710N RAM AM LESM FOR SPECIFIC MODEL WAM SIZE, GI, SW, 1PVB OILY) W AG MI5, AND PEI fMVXCE REl5110D M IBI MN 15 ML 3. AlL iWAl61fIg6fRON8ALYlW7>PiE TOPMG PlE °AWLL (o.45wJ h A8 (O BE WNPIW1E4 NTN SC40M 40 PIVALE ADAPIERtOR APFR9VBD E6MMAL BY iNE HMEGIEiA110N AND PARKS DIt$C70R b. A60 (OAA 71iDK REAM OMM9T WINI t7E SAB 5 RBdIN!'A NOR ALL NAM P114100 HON MWEL MNNN LtIORi CLEAAACE SHALL BE MSI 6100 ON ALL Sm of THE +n MVICME AID A6 VNIS 18) BY TIRE CATION AM PARKS D1IY.TOR SEE C41Y STALDATD A SIM L-4 �O x ALL IRRIGATION WIALA110N SIALL BE N ACCADAMCE WRM ( = NAY STAIDM WE LATEST ACLEInV RM N OF 71E �'t • '•:•,• �' Y , 5.. ,-':i •: •i IAFORMI PLMt�NS CODE MIAMFACiLRER5 RbfAMEiDAT10M4 OWT10N 29 OP 7NE STA OW SPECI`IGATIM AM A5 ATO VALVES l7IR6C7!'b BY THE RBCRFA710N AND PARKS DfCGTOR OBpAGKP1.0Y M A36EM9LY (2.00 (*Oruro and low) b. ANY AND ALL Q1AN8E5 SfIALL BE APPROVED BY TIE WAMATI21 ALD PARKS DIIEOM BUM UfKMWA7101. CITY OF BAKERSFIELD REVISIONS DETAILS FOR POTABLE WATER PROTECTION STANDARD PLANNO. Siff OF -.1L APPROVW Rcsxx IX DAYS L-4 I& NOTES- VMYWM f PIPE ON AU WMWJWM 2. ALL AM WFLIS SIKL BE VA 80 M AIL MT11% SWI BE SOR 40 M. 6ofsaw s. &L Lmms 9KL BE CLASS 2W PC OR AS f=4W M FLAW DRAWING WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MiGHT NOT A MW VALVE OR 010% VALVE 15 fWW To PREVW MM HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR WITH MINIMUM OVERSPRAY. ADJUST ALL IRRIGATION HEADS TO EUMINATE LAIII KIM,�/�rt/� OVMSPRAY ON ADJACENT HARD SURFACE AREAS, PROVIDE ADJUSTABLE ARC MANAGER. IN THE EVEN THIS NOIIFlcom IS NOT PERFORMED, THE CONTRACTOR NOZZLE FOR IRRIGATION HEADS WHERE OVERSPRAY IS EXCESSIVE. PROVIDE CHECK _- - ".i.- A �: - a FU4tee=.." EXPENSE TO THE OWNER. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CROSS CONNECTION IWALLTCPOFMV40W AV ASIWT AREASt ALL LAW RAMS WIM" FM PART WSW AME Fa MR OWAS SIALL BE 40 111"0 -COMM LOCATIONS OF FACIUTiES INSTALLED BEFORE FINAL INSPECTION. THE CONTRACTOR OF MP W WAX SKL BE AS FOU06 fm ML 60 (OAO FOR L" AIREAS ENGINEER. 4. INSTALL RANBIRD SEAL-A-MATIC HEADS AT ALL LOW SPOTS ADJACENT TO OW" COOM WKSO 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 1. 7111PKE SM JOW WALL BE 0111M SA SIM OR APPROPM 152ft 13. ALL CONTROL WIRE NOT INSTALLED ALONG MAIN UNE WILL BE INSTALLED IN PLACEMENT OF EACH COMPONENT AND FOR OBTAINING APPROPRIATE IRRIGATION SCH. 40 PVC CONDUIT. ALL CONTROL. WIRE TO BE INSTALLED AS 14 GAUGE Or APPROM DY 7W RECREATO AV PANG VIRBOM © PLANS AM LESM - -.. ,. SPECIFIC,=E - Ii aWW KWAMFIElr4 - OOQ,O, � 6. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN �,O♦ %jAAlamA� `%,PN9W c' WALT.. RAM WW VALVE BOX "M BMT 0001 15. CONTRACTOR WILL SUPPLY LAMINATED TWO (2) 11x17 INCH AND ONE (1) 7. ALL ACCUMULATIVE LATERAL AND MAINUNE IRRIGATION UNES RUNNING UNDER LAMM`i ley` ° /,•i� . :, NOTED. ALL ELECTRICAL CONDUITS SHALL HAVE 1' MIN. DIA FOR 110 VOLTS AND 16. USE ONLY 711 PVC CEMENT AND PRIMER. 2' MIN. DIA FOR LOW VOLTAGE. 11=11 17. LABEL ALL VALVES WITH METAL TAG INDICATING CIRCUIT NUMBER AND OLIPL_ R VALVE CONTROLLER IDENTIFICATION. LEAVE A 24' COIL OF EXCESS WIRE AT EACH SPUCE. LABEL ALL WIRES WITH BRICK 9JTM Wee- nil 1RrLE Slow jow LEGEND FOR CITY OF BAKERSFIELD USE. BIDDING CONTRACTOR SHALL NOTE THAT 9. INSTAL_ VALVE BOXES 12" FROM AND PERPENDICULAR M WALKS, CURB, LAWN, PLAN SHAD_ PREVAIL WHEN VERIFYING QUANTITIES OF IRRIGATION EQUIPMENT AND KNKMM 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 do BALL VALVE THE SAME SIZE AS VALVE A EACH VALVE LOCATION. J aJ. LANDSCAPE AND RWGATION DETAILS FOR VARIOUS IRRIGATION HEADS STANDARL PLAN NO. Siff It of 14 APER M MMX)D= DATE L-8 IA FINISH GRADE/TOP OF MULCH O ROOT WATERING SYSTEM: RAIN BIRD RWS SWING ASSEMBLY (INCLUDED) Mr 1/2- (1,3 CM) MALE NPT INLET (INCLUDED) V ♦ A 5 PVC SCH 40 TEE OR EL O � z O PVC OR POLYETHYLENE LATERAL PIPE w z OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS V w J ® 4- (10,2 CM) WIDE X 36- (91,4 CM) LONG RIGID 3 BASKET WEAVE CANISTER (INCLUDED) z O PLANT ROOT BALLcr �- �,C _ > ammOA o p o 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 ROOT WATEFM SYSTEM WrA--ATM FOR TREES L•-7 PER RAW BM SPEC 4CARM N.T.S OPRESSURE COMPENSATING FULL -CIRCLE BUBBLER: RAIN BIRD 1400 OPLASTIC ADAPTER: RAIN BIRD MODEL PA -80 OPLANT MATERIAL aFINISH GRADE/TOP OF MULCH OPOP-UP SPRAY SPRINKLER: RAIN BIRD 1804 O1/2 -INCH MALE NPT x .490 -INCH BARB ELBOW. RAIN BiRD MODEL SBE -050 OSWING PIPE, 12 -INCH LENGTH: RAIN BIRD MODEL SP -100 OPVC LATERAL PIPE OPVC SCH 40 TEE OR ELL B PRESSURE COw' MATH Rxj--CFCLE BIDER 3 L-7 RAIN BIRD 1400 ON 1804 POP-UP N.T.S I RRiGAl10N NOTES: 1. CONTRACTOR SHALL CHECK 6: VERIFY ALL SITE CONDITIONS, UTILITIES do 10. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE SERVICES PRIOR TO TRENCHING. DRAWING WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MiGHT NOT 2. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR MAXIMUM COVERAGE HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR WITH MINIMUM OVERSPRAY. ADJUST ALL IRRIGATION HEADS TO EUMINATE DIFFERENCES SHOULD BE BROUGHT UP THE ATTENTION OF THE PROJECT OVMSPRAY ON ADJACENT HARD SURFACE AREAS, PROVIDE ADJUSTABLE ARC MANAGER. IN THE EVEN THIS NOIIFlcom IS NOT PERFORMED, THE CONTRACTOR NOZZLE FOR IRRIGATION HEADS WHERE OVERSPRAY IS EXCESSIVE. PROVIDE CHECK SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO VALVES WHERE NEEDED TO PREVENT LOW HEAD DRAINAGE. EXPENSE TO THE OWNER. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CROSS CONNECTION 11. THE CONTRACTOR SHALL PROVIDE AND KEEP AN UP-TO-DATE 'RECORD CONTROL STANDARDS AND CONNECTION CONTROL STANDARDS, AND SHALL DRAWING' SHOWING ALL CHANGES TO THE ORIGINAL DRAWINGS AND EXACT PERFORM WORK IN SUCH A MANNER AS TO MEET CURRENT INDUSTRY STANDARDS LOCATIONS OF FACIUTiES INSTALLED BEFORE FINAL INSPECTION. THE CONTRACTOR FOR IRRIGATION SYSTEM CONSTRUCTION. SHALL FURNISH 'RECORD DRAWINGS' TO THE PROJECT INSPECTOR AND CITY ENGINEER. 4. INSTALL RANBIRD 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 USTED 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 UNE WILL BE INSTALLED IN PLACEMENT OF EACH COMPONENT AND FOR OBTAINING APPROPRIATE IRRIGATION SCH. 40 PVC CONDUIT. ALL CONTROL. WIRE TO BE INSTALLED AS 14 GAUGE WATER COVERAGE. IF CONFUCTS EXIST CONTRACTOR SHALL NOTIFY THE PROJECT UNLESS OTHERWISE NOTED. MANAGER OR OWNER'S 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 AREAS WHERE WALT.. POSSIBLE. 15. CONTRACTOR WILL SUPPLY LAMINATED TWO (2) 11x17 INCH AND ONE (1) 7. ALL ACCUMULATIVE LATERAL AND MAINUNE IRRIGATION UNES 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 UNE UNLESS OTHERWISE NOTED. ALL ELECTRICAL CONDUITS SHALL HAVE 1' MIN. DIA FOR 110 VOLTS AND 16. USE ONLY 711 PVC CEMENT AND PRIMER. 2' MIN. DIA FOR LOW VOLTAGE. 17. LABEL ALL VALVES WITH METAL TAG INDICATING CIRCUIT NUMBER AND 8. SPUCING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IM VALVE BOXES. CONTROLLER IDENTIFICATION. LEAVE A 24' COIL OF EXCESS WIRE AT EACH SPUCE. LABEL ALL WIRES WITH WATERPROOF MARKERS AT ALL SPLICES, VALVE MANIFOLDS AND CONTROLLER. 18. QUANTITIES FOR IRRIGATION EQUIPMENT AND COMPONENTS APPEAR IN THE LEGEND FOR CITY OF BAKERSFIELD USE. BIDDING CONTRACTOR SHALL NOTE THAT 9. INSTAL_ VALVE BOXES 12" FROM AND PERPENDICULAR M WALKS, CURB, LAWN, PLAN SHAD_ PREVAIL WHEN VERIFYING QUANTITIES OF IRRIGATION EQUIPMENT AND BUILDINGS OR LANDSCAPE FEATURES. AT MULTIPLE VALVE BOX GROUPS, EACH 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 do BALL VALVE THE SAME SIZE AS VALVE A EACH VALVE LOCATION. 21. CONTRACTOR SHALL ENGRAVE THE LETTERS -IR' ON THE FACE OF THE CURB WHERE SLEEVE CROSSINGS ARE LOCATED. II