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HomeMy WebLinkAbout1.5-7239 Ph 2r e LIMITS OF PUBLIC LANDSCAPE CONSTRUCTION TI�:ACT 729 PUBLIC STREETSCAPE CONSTRUCTION PL��NS 00 000 0; oe LIMITS OF PUBLIC LANDSCAPE CONSTRUCTION '001� .'001� e oo� .0000� '00-� 26 , -- driK 41W w 'CLOIJ dool 2 4 -00" 7 23 2 8 22 65 g 21 �4 5 � �PP 25 -- 20 10 f ,� � 24 26 19 1 � , � � \� /" , � 23 18 ,� � �� �\ , 27 A % 12 � 9� ,, X90 � - 22 loop oop 0000 100, do*, 0 PHASE -l't dool 17 *Or 8 21 .0ov 13 << doe 000.011, 14 \\ \ �� \ 9 / 20 do, A 10 dOop .0tv 15 PSol 900, 19 141. dow 110, 18 aov..- 17 EXISTING 15 �`` 16 RETENTION � BASIN 12 14 - � i NpV KEY MAP- P E 2 SCALE: 9 " =80' SCALE. 1' = 80' 80 40 0 80 160 GENERAL. PROJECT NOTES. I. PRIOR TO START OF ANY PHASE OF CONSTRUCTION, ALL UTILITIES, METERS (POWER & MATER) 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 MALL 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 PERf+QR I ANCE 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- INSTALLA11ON MAINTENANCE PERIOD FOR WRITTEN (OWNER'S) ACCWTMCE. 6. CONTRACTOR WILL PERFORM MAINTENANCE AS IDENTIFIED IN THE SPECIFICATIONS, ALL COST INCURRED UNTIL THIS TIME WILL BE AT THE ELISE OF THE CONTRACTOR.. 7. CONTRACTOR IS RESPONSIBLE FOR SECURING FINAL WRITTEN ACCEPTANCE BY THE PROJECT MANAGER OR OWNER'S RE ESENTATIVE FOR THIS WORK. IN NO CASE WILL THE CONTRACTOR BE RELEASED FROM MAINTENANCE OF THE IRRIGATION SYSTEM OR MAINTENANCE AND REPLAN OF DEAD, DYING, DAMAGED, OR OTHERWISE UNSUITABLE PLANT MATERNAL UNTIL THE PROJECT MANAGER OR OWNM'S REPRESENTATIVE, IN WRITING, ACCEPTS THIS WORK. 8. CONTRACTOR WILL FIELD VERIFY FINISHED GRADES AND VERIFY THAT THERE IS POSITIVE SURFACE DRAINAGE IN ALL PLANTERS, TURF AREAS AND AWAY FROM ALL PLANTING HOLES. IF POSITIVE DRAINAGE DOES NOT EXIST NOTIFY PROJECT MANAGER OR OWNIER'S REPRESENTATIVE PRIOR TO G 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 WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND /OR GRADE DII I DOM EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITION SHALL BE IMMEDIATELY REPORTED IN STING TO THE ATTENTION OF THE PROTECT 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 PLAITING OPERATIONS. 13. ALL PLANT MATERIAL SHALL BE APPROVED BY THE PROJECT MANAGER OR OWNER'S SENTATIVE. 14. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE PROJECT MANAGER OR CXNNER'S REP#I SENTATIVE. 15. CONTRACTOR SHALL NOTIFY PROJECT MANAGER OR OER'S REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT OBSERVATION SCHEDULES. 16. SEE DETAILS AND SPECIRCATIONS FOR STARING METHOD, PLANT PIT DIMENSIONS AND BACK FILL REQUIREMENTS. 17. IF CONFLICTS ANA 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 OWNERS 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 MNOWCURB AS PER C.O.B. STANDARDS AT EACH PHASE LINE AND LIMIT OF CONSTRUCTION LINE. 22. EXISTING PLANT MATERIAL SHOWN IS FOR REF1304CE 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. TIME CONTRACTOR SHALL PROVIDE THE NECESSARY BARRICADES IN ORDER TO FILL THE REQUIREMENTS OF EXISTING PLANTING PROTECTION PER SPECIFICATION. 24. EXISTING PLANT MATERIAL SHOWN ON PLANS IS DIAGRAMMATIC. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AT THE SITE TO FAMILIARIZE HIMSELF PRIOR TO START OF WORK. 25. ALL TREES UNDER UTILITY LINES ARE SUBJECT TO CHANCE PER 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. CONTRACTOR IS RESPONSIBLE FOR CARE AND MAINTENANCE OF EXISTING LANDSCAPE AND IRRIGATION SYSTEM DURING CONSTRUCTION. 28. EXISTING IRRIGATION SYSTEM SHALL REMAIN OPERATIONAL DURING CONSTRUCTION INDEX OF SHEETS SHEET TITLE L -1 TITLE SHEET L -2 PLANTING PLAN &LEGEND L -3 PLANTING NOTES &DETAILS L -4 IRRIGATION PLAN &LEGEND L -5 IRRIGATION DETAILS VICINITY MAP. NOT TO SCALE NOTES: ALL POINTS OF CONNECTION FOR ELECTRICAL SERVICE FOR IRRIGATION SYSTEMS SHAD. BE INDEPENDENT FROM THE TRAFFIC SIGNAL POWER SOURCE f s IREET LIGHTING POWER SOURCE. A SINGLE LINE SCHEMATIC FOR IRRIGATION SYSTEMS SHALL BE REVIEWED AND APPROVED BY CITY ENGINEER PRIOR TO START OF ANY LANDSCAPE f IRRIGATION INSTALLATIONS. PRIOR TO ANY PLANTING OF NON -TURF AREAS, THE SOIL OF ALL SUCH AREAS SHALL BE STERILIZED WITH A CHEMICAL RE BY A CERTIFIED PEST CONTROL ADVISOR AND APPLIED BY A CERTIFIED PEST CONTROL APPLICATOR. ALSO, NO LESS THAN Two WEQCS PRIOR TO FINAL a TY ACCEPTANCE, A PRE -EMI IT CHEMICAL SHALE. 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 -3+049 AND CITY PANICS AT (661) 326 -3354. BEFORE ANY EXCAVATION CONTACT USA UNDERGROUND SERVICE ALERT, 1 -800- 227 - 2600, FOR LOCATIONS OF EXISTING UTILITIES. BENCH MARK. 0 THE BEARING OF N 88152'30" W SHOWN FOR THE SOUTH LIME OF THE SOUTHWEST QUARTER SECTION 1 T. 30 S., R. 26 E., ON TRACT NCI, 6030 PHASE B, MAP BOOK 47, PAGE 184 WAS USED AS THE BASIS BEARINGS SHOWN HEREON. THE TOTAL SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE BACK OF WM.K TO THE BACK OF WALL IS: 70582 SF. TIRE TOTAL SQUARE FOOTAGE OF THE PURL MY MAINTAINED PORTION OF THIS pR OJECT AS MEASURED FROM THE BACK OF CURB 10 THE BACK OF WALL IS: lls718 SF. ENGINEER'S STATEMENT:-- HEREBY STATE THESE PLANS NVO SPECIFICATIONS COMPLY WITH an OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND THAT THEY AVq.UOE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OiHQt REIAEW 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 CONST1RUCTION, APPROVED: ROGER MCINTCSI, MtCINTOSH . A~ ASSOC. R.C.E. i 333Z REVIEWED BY: DATE REVIEWED BY: ""' 4--1 3/ /y TRAFFIC: ENGINEER DATE APPROVED BY: NICOL.AS C. FOLER, PUB„NC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE R.C.E.f 61069, EXP. 12 -31 -14 APPROVED BY THE CITY BONEER ONLY FOR AREAS CE PUBLIC MAINTENANCE. �a j o z w w z z Lai c� z w cn \all PLANTING LEGEND THE PLANTING SCHEDULE IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL. KEY CODE BOTANICAL NAME COMMON NAME SIZE DESCRIPTION/REM ARKS CITY TREE CLC Prunus Carolina Laurel w 24 BOX Standard B . . carol�nlana Cherry evergreen tree 1 ji i PSC P�stacla Chinese a 24 BOA Standard . deciduous chinensis Pistache tree SHRUB LJ Ligustrum japonicum � Japanese S Cal Evergreen shrub 9 114 w C. Texanum Privet AA Agapanthus Lily of 5 Gal Evergreen flowering g 49 afrlcanus the Nile shrub W A Z Rhododendron Evergreen � Gal Evergreen flowering 11 orblculare Azalea shrub � HH Hemerocallis Evergreen 5 Gal Evergreen flowering 9 13 hybrid Daylily shrub GROUNDCOVER DDDD�7DDDDDf ]DDDCIDODODDDDODDDOOfl DDDDDDODDQC�ODDODDDODDDDODDODDD - ODDQDDOgDDO ©IDCtDDDQDQDCiDDDDQDO Myoporum parvifo #ium I" IVI orurr� yoP 1 g �! Plant 1$ o.c. 3,210 DDQQDDQDDOflDQQi ]DOQODD ©Qt]DQDDQQ DDDDDDDDDDODDDODQDODOCDDDODDflD. SF PAD LIMITS PL I 1 2 13.31 10m 45.OtJ` 01— LANDSCAPE PROPOSED WALL W a z� a ON= EAD 45-1 l a! - Q: � a 2-M �y2.00X t.� �r �. �� �� �� �� .Y� �1� ��i �� 1� �► . i ...... CIA . I PROPOSED 5.5' CNATION SIDE;rj ExIST1NG { R8 & GUT t - 1 1 NOTES- 0 ALL SHRUBS SHAD. BE 5 GAL. CONTAINER S ZE OR LARGER. • MASS SHRU8 PLANTING TO BE 1 GAL CONTAINERS SPACED 18" O.C. Klvt=K t t<UN bUUL1=VAKU RIVER RUN, 80� VARD ,FRONTAGE. • 1 TREE PER 3Q' OF LINEAL STMT FRONTAGE 265` OF STR ET FRONTAGE /30 = 9 TREES 1 (355' No TREES ALLOWED DUE To SIGHT UNE) t PROVIDED 70X OF REQUIRED TREES TO BE EVERGREEN mom �.�/� ��n' �I� rY►�' .rP �.i....�rwr�� ..� �. � �� �r� �� .�rI �.. �. ..1.��� ..r err �� -- — - ._ _ -- _.._ �w91 TREES REQ. x 3OX = 6 EVER N TREES i r ..r. ��.` "',.. � .....`„r t PROVIDED rr+ pop �"- + wow wom NI # ! CURB SIDEWALK F-111 V I�YOPORUt� (3.210 SF) ! t 0 0 00 oQ o ° 0 I pt? 00 000 000 4'E? ,? t?Q' 00 00 Q►t> pO 0 0 0 40 O °pp0� ©4Cr�Qt?O p,pt> <? 0 3U.-OW15I � O �Q ' --�� IV -- @ o ° o o o o�°o �V- V �o4� 00 ° 0ty► 00 0t> O© 0 o°O-o° °o QO °°o° o O ° Q a4°o 00 -o °- 0 00 0 0 0 00 ° °' %I Q ao ©o ff goo Qo oa000��o °QO °° © °o� -+��, °aoo °ooQO, ° °, oat©°°©° oa000a°° o4�ro°© o° oQOQ° o° oQOV° 000t000000© oo© QOQQt�QOOOao�00000000 ° ©ob�eQ'�►° --o� o0 oQ ooaQOQ r*7 � ,WWI 4C 0 0 04 000 00 00 000 0000 00 °0000 0 0 0 0oQ0000 000 °0° 00 00 00 00° 000 0© ° 000 oQ ° °Q o °o °°000000 + • + 0+ 0+ 0• 0• + o+ 0• �►• 0♦ "• 0• • 0+ °• 0+ 0+ 0• °• • 0+ ©+ 0+ 0+ + • • o• 0 d_0y. n► 4 Al _t?.. _<?„ n t� Q...A t� O_ .� A <?_4.. t?.�.. n t .t>.. n ty O,. � t� t?„ t� +t>„ .. �n t� t?.. ••• v _ - =mantic yr a�vn � -yau a � � PROPOSED WALL, SEE DETAIL B, THIS SHEET I I I � ��3� 1 1 G) CURB + OF LANDSCAPE ENDCOM RUCTION SIDEWALK Z X � W 9 TREES 9 TREES 6 TREES 6 TREES RED BRICK SINGLE BULL NOSE ON 3 1/2" x 2 3/16" x 7 1/2 n RED BRICK 1/2" x 2 3f16' x 7 1/2" BRICK VENEER SECTION - RIVER RUN BLVD NOT TO SCALE RED BRICK SINGLE BULL NOSE ON 3 1/2" x 2 3/18" x 7 1/2" 1 RED BRICK STUCCO FACE COLOR: STANDARD GREY 6 "x 8 "x 16" CONC. BLOCK STREET SIDE PLANTER x LOT SIDE i FINISH GRADE mom LANDSCAPE {MADE VARIES (S" MIN) REFER TO WAIL PLANS FOR 249, CONCRETE FOOTING WATER PROOFING DETAIL -A B WALL DETAIL L— 2 NOT TO SCALE STUCCO REFER TO WALL PLANS FOR I / WATER PROOFING DETAIL STUCCO 1i /- FINISH GRADE rc WALL MONUMENT SECTION L— Z NOT TO SCALD REFER TO SHEET L -1 FAR GENERAL NOTES REFER TO SHEET L -3 FOR PLANTING DETAILS REFER TO SHEET L-3 FOR PLANTING NOTES REFER TO SHEET L -3 FOR MAINTENANCE NOTES SCALE: 1 " = 20' 20 10 0 20 40 U U c�. c.i w C. cn W N d C`+t OOFm BLOCK MALL WE M M� cm ..w,.Me" , M•'2 ALLOW M LAMMAM MANSI 50 28 FOR 5W-HUR (� 11 H/7 • sw 04M ALL FORM UNKTADAD" M SPFGMAU W STAWW COCOM ( (ft aW StANDAW SIFT L-w eLoc+c ft. AMUR GAS. �51D. ST-F TOSOPM TW 1 l%ft WA4T OF A PENCZ OR K4 LEP FROWAGE F°LAt�" -M+ .Te AL.� SHAU SO TO �f A AS# LrA :AF'f: NM LOO M IPITI "' t, L:ANDOCAft PLANT MAT IAL C44MMT06 SKALL V'! AND APPROVED by QTY -PARIKS VNISWK A NPARATM AMOMAM - gRkjAy M "TW i t Nom►. NM YAM A� , ,. . wnvm R �ai.�,r�r,.wNr W tilt r- a�w-" f ffmw $"-w I . w T �% rri momwat 5'+ NOR OF 090%"AVMio" ► A" SNOW 00"M &%%L W 100040 AM 1. No "no !aN0 Law TO see �"" AT FROM V Lai 00" n Alwlml" wr CAY "N" Mi. at s "%Wpm to Lm I" wo 4. JM�,L, FLAW f�, T� Sol#" OWN !M & N � � r, "a mm W_ Mal ruiatom #mv aw SNNA. Fwo" COMM =yN%%" A wrjl+� : AEA Ale ci s smov" �L a� MAY W i E�lLY MW �IEiw ar ' mKiefto 10"11ly: or hi u "m ~ OR OWAM MOM 9*4*tr N pao1 & SAM I l v"awo4cmlid L` WM f' b WS I" IMLWft 01 VW PAL DWOM AT M*"W, silmr. CITY OF BAKE1%1DOFIELI TYPICAL LANDSCAPE WATT. OR FENCE SCREEN sw 13 OF - Ill. AMMOMM Lm REVISIONS 5TAF11DARI PLANNC?. L-13 f o m: 9-OPL MIT I A LAMZGAFE AIWA 5 4ALL. W fft" WjL TOWMS STW NM 214 MOM AID Q MA *W M �+'�t►' HOW7M Ate TIRE TO IN APPRVOW � I�IrFLiY . �.I�tr� Flit N WA Z A 10 20 ll 9.'IE�Ct BY FAIM Ate PA" 009C OR 76" Ft f W 35 MPH r: 1 ALLOW NM C4W (STAN AIW Tlf 55 MPH INDEPENDENT SOILS ANALYSIS LABORATORY, APPROVED BY THE PROJECT * HATM- NOTM: ( AID FLANTEft AAo I. Mom PCs" UR~ at Mmm TO +1 IRMAININS d LIIS) It AM MLANK lw zw maw + Irk w ; 01m ' '► t A1.1. SPECIFIED ON PLANS. r mApw L" AMM AAW" To q OR Vow )OLL FM 11 W�l � pr a1w - MY STAID ,SW L =A�, M. 5. ALL MM" OW SN L. III #!!I*1 AM MW 1"" S- KU MATS! FtbG~ B 060M MR = STAMAW '!"ICS►. L MAIL ?f t111': is. r amW AV OR 0MU MR IM LMVSf4W Ma sfVM 4. AMY AM AU COMM SW,L BE AP NOM IY TIC AN iff MM, A1rr'11C ? CAft 0-61-0 . . . . I R ►TifJN AV F' M* OPI"OR PIER TO OMA" % 440 02* MW PL AtL06 ANA HM SHALL BE TESTED FOR SOIL STERILANTS• SHOULD THE SOIL BE FOUND FORM A FRESH WATER MILL. MULCH SHALL BE UNIFORM IN COLOR CITY OF B SF­_ REVISIONS FOR DEALING WITH SAID SOIL, WHICH MAY INCLUDE REMOVAL AND LANDSCAPE DETAILS FOR NWKN r ACCEPTED. ISLAND P�► 'A , WkIWROOPING !'`�. x Wm PLANM WALL, AND RETAINING WALLS 5 * TA,M"Isi Fm S 64. *41) TREATED LODGE POLE PINE. FREE OF KNOTS, HOLES, CROSS 6 �• TA1"� Mkt � �iAt. l� GRAIN, OR OTHER DEFECTS. MINIMUM TWO (2) PER TREE UNLESS STANDARD M U WOr BAOM % ANr AlP ALL l 0WM lW itL. W r -. K" NO. S.Eff ....2 ...,.OF ,a.11 AMOM M MA �i Lw,9 xc� c DATE TOSOPM TW 1 l%ft WA4T OF A PENCZ OR K4 LEP FROWAGE F°LAt�" -M+ .Te AL.� SHAU SO TO �f A AS# LrA :AF'f: NM LOO M IPITI "' t, L:ANDOCAft PLANT MAT IAL C44MMT06 SKALL V'! AND APPROVED by QTY -PARIKS VNISWK A NPARATM AMOMAM - gRkjAy M "TW i t Nom►. NM YAM A� , ,. . wnvm R �ai.�,r�r,.wNr W tilt r- a�w-" f ffmw $"-w I . w T �% rri momwat 5'+ NOR OF 090%"AVMio" ► A" SNOW 00"M &%%L W 100040 AM 1. No "no !aN0 Law TO see �"" AT FROM V Lai 00" n Alwlml" wr CAY "N" Mi. at s "%Wpm to Lm I" wo 4. JM�,L, FLAW f�, T� Sol#" OWN !M & N � � r, "a mm W_ Mal ruiatom #mv aw SNNA. Fwo" COMM =yN%%" A wrjl+� : AEA Ale ci s smov" �L a� MAY W i E�lLY MW �IEiw ar ' mKiefto 10"11ly: or hi u "m ~ OR OWAM MOM 9*4*tr N pao1 & SAM I l v"awo4cmlid L` WM f' b WS I" IMLWft 01 VW PAL DWOM AT M*"W, silmr. CITY OF BAKE1%1DOFIELI TYPICAL LANDSCAPE WATT. OR FENCE SCREEN sw 13 OF - Ill. AMMOMM Lm REVISIONS 5TAF11DARI PLANNC?. L-13 f o m: �► . r SPEWS � I�IrFLiY . �.I�tr� Flit N WA Z A 10 20 ll 9.'IE�Ct 35 MPH 76" Ft f W 35 MPH �+ N' 45 MPH 110* R f W 55 MPH INDEPENDENT SOILS ANALYSIS LABORATORY, APPROVED BY THE PROJECT "%=I * AD wrou INimOr MANAGER, A COMPOSITE SOIL SAMPLE FOR AGRICULTURAL SOILS TESTING 9. ALL PLANTER AREAS SHALL HAVE A MINIMUM OF 2" DEEP OF SPECIFIED AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO MULCH IN ALL PLANTING BEDS, DISTURBED EXISTING BEDS AND TREE PLANT INSTALLATION AND SHALL FOLLOW SAID RECOMMENDATIONS. A lw a. or +BAR SPECIFIED ON PLANS. 0 Z CO � pr a1w - , �. ► � � �,, - N AND /OR PRODUCT LITERATURE FOR REVIEW AND APPROVAL OF THE COMPOSITE SOIL SAMPLE ALONG WITH A MAP OF SOIL SAMPLE LOCATION CMAU VAS AND A UST OF PLANT MATERIALS TO LAB, IF PLANTING IS PROPOSED 500W dtW6MMAW WW SWAM RAMW~ WHERE ASPHALT PAVING SHALL BE REMOVED, AN ADDITIONAL SAMPLE a. 2" LAYER OF MULCH: 1" TO 2" REDWOOD BARK CHIPS SUPPLIED SHALL BE TESTED FOR SOIL STERILANTS• SHOULD THE SOIL BE FOUND FORM A FRESH WATER MILL. MULCH SHALL BE UNIFORM IN COLOR Z & ftAWW TA Ri' 9XL W R A 2& 0AW WANI FOR DEALING WITH SAID SOIL, WHICH MAY INCLUDE REMOVAL AND mss' :r r ACCEPTED. �• !'`�. x b. TREE STAKES: 2' DIAMETER X 10' LENGTH ROUGH SAWN PRESSURE 5 * TA,M"Isi Fm S 64. *41) TREATED LODGE POLE PINE. FREE OF KNOTS, HOLES, CROSS 6 �• TA1"� Mkt � �iAt. l� GRAIN, OR OTHER DEFECTS. MINIMUM TWO (2) PER TREE UNLESS W M U WOr BAOM % ANr AlP ALL l 0WM lW itL. W r -. SPECIES AND VARIETY; WITH NORMAL., DENSELY BRANCHES AND s ALL tAW.A'#Glt �! I�C.GOtAtl a M MA �i FORM WITHOUT VOIDS AND OPEN SPACES. M�1 20�w STOCK NUMBER UB24 -2 AS MANUFACTURED BY DEEP ROOT CORP, W=k um m. a 04 ONMeft" iA A l ifrMrrw alsa r laarwil arwli.rrau ilwlaa a & aaU,a armor tk SHT - 10 OF --IL AMOM D�*m i 1 7r.-S; L A FLAOMW WINtOW APPWhW CMM PLifrM a CAP FM AM4tNW MOW MM TO OHM OF #BALL. m Pl: K : 2500M 07 AL S. mmm OpAm O ON Ww S aP T#R WLa KIWI MG'1'i bum 10 (0i , 4. ~ Alt to TO 20 (D AM 14M WtAm I�aMfAL �� � TAP OIL b. Al ON" at or STAR W"w its} 'L TUT• OIL wI.L* Wow v Mm fL V A mw OF 0 *15 x, OR 0 vmmrmw r +ll s A6 009M Dr ONY ONOW 60 x 60 x W & M ITT SOL S iMl OE GMWW V 40 OF KW4H (E ism x 024 x 0.4w DID' EW Y AIS �1 6' ABM P407 V A q. Khm rmw Monawido- mm ow Aka" low AMPlW.TIG Gt R'1 Of am A5 fm aff NAI W OHM" P4ft a COAT MY W RV eL LOTPAD&%4MV"WAXM * .FLAW N HM-T 20 0 "• AW TOP OF &%MX AT LIM W 10AW OR IM M1 of TIC Mts L CAMIC: NNOW Wr SRAM V. M M MW #14 W (OJW OL• am wo Po 2. s s WAM 40. S. MOM SM MOM FP:.. FPNNM a KOOM *j' V 4. NO V" 15Vft 0 ",e V AW MG Z '. S1iMN. x �� TOP ATV kA. ! SNN L. � V� N M,. "G cONGI" MGWp' Ali R _ •w f • • - ,•a OOt�'�lQIIS 04 0 W (. OZ. " or 45 t 24" (PAW OL. W(OAW CITY OF B-A-K-ERSF REVISIONS DETAM FOR MASONRY WALL NON-RETARqNG STAIVDA PLAN NO. SM 14 OF AP"MED am L44 k E i t _I i DETAIL FOR CONCRE'T'E MOW STEPS & PLAYGROUND SIDEWAY. STANDARI PLAN NO. S Tr .,..LL.... of ....14.. APMOVI ► Marc A'rs A =T " W i PARKING A= 6s WTHOUT PARKING CENTERLINE OR MEDIAN EDGE A MAXIMUM ENCROACHMENT D D DwtSX1Q DwSIGH7 DISTANCE (FT) S =CRtTICAL SPED MPH) OR DESIGN SPED ON iNRU S7R£E1',, CURB 3' i.ttiE -1 �► . r SPEWS 60' R/ttl1 35 MPH 76" Ft f W 35 MPH �+ N' 45 MPH 110* R f W 55 MPH INDEPENDENT SOILS ANALYSIS LABORATORY, APPROVED BY THE PROJECT MANAGER, A COMPOSITE SOIL SAMPLE FOR AGRICULTURAL SOILS TESTING 9. ALL PLANTER AREAS SHALL HAVE A MINIMUM OF 2" DEEP OF SPECIFIED AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO MULCH IN ALL PLANTING BEDS, DISTURBED EXISTING BEDS AND TREE PLANT INSTALLATION AND SHALL FOLLOW SAID RECOMMENDATIONS. A 00 MINIMUM OF TWO (2) SOIL SAMPLES SHALL BE SUBMITTED TO APPROVED SPECIFIED ON PLANS. 0 Z CO co � 10. CONTRACTOR SHALL PROVIDE PROJECT MANAGER WITH SAMPLES N AND /OR PRODUCT LITERATURE FOR REVIEW AND APPROVAL OF THE COMPOSITE SOIL SAMPLE ALONG WITH A MAP OF SOIL SAMPLE LOCATION FOLLOWING: AND A UST OF PLANT MATERIALS TO LAB, IF PLANTING IS PROPOSED WHERE ASPHALT PAVING SHALL BE REMOVED, AN ADDITIONAL SAMPLE a. 2" LAYER OF MULCH: 1" TO 2" REDWOOD BARK CHIPS SUPPLIED SHALL BE TESTED FOR SOIL STERILANTS• SHOULD THE SOIL BE FOUND FORM A FRESH WATER MILL. MULCH SHALL BE UNIFORM IN COLOR Z AND FREE FROM WEEDS, SAWDUST, SEEDS, CONSTRUCTIVE FOR DEALING WITH SAID SOIL, WHICH MAY INCLUDE REMOVAL AND mss' :r r ACCEPTED. �• !'`�. cr. b. TREE STAKES: 2' DIAMETER X 10' LENGTH ROUGH SAWN PRESSURE 3. CONTRACTOR SHALL SUBMIT COPY OF SOILS ANALYSIS AND TREATED LODGE POLE PINE. FREE OF KNOTS, HOLES, CROSS RECOMMENDATIONS TO PROJECT MANAGER AND OWNER'S GRAIN, OR OTHER DEFECTS. MINIMUM TWO (2) PER TREE UNLESS W OTHERWISE NOTED ON PLAN. 4. CONTRACTOR IS RESPONSIBLE IN PROVIDE PLANTS TYPICAL OF THEIR r -. SPECIES AND VARIETY; WITH NORMAL., DENSELY BRANCHES AND s VIGOROUS ROOT SYSTEMS. PLANTS SHALL HAVE A FULLY DEVELOPED M MA �i FORM WITHOUT VOIDS AND OPEN SPACES. d.ROOT CONTROL BARRIERS: "DEEP ROOT CONTROL BARRIER ", STOCK NUMBER UB24 -2 AS MANUFACTURED BY DEEP ROOT CORP, 5. ALL PLANT MATERIAL SHALL BE SOUND, HEALTHY, VIGOROUS PLANTS OR APPROVED EQUAL. rl- 7 i e. PRE - EMERGENT HERBICIDE: FOR ALL ON -GRADE GROUND BORERS, AND ALL FORMS OF INFESTATIONS. COVER AND SHRUB AREAS, PROVIDE "SURFLAN A.S." AS � MANUFACTURED BY EL.ANCO PRODUCTS, NO ACCEPTABLE Oro -0 SUBTITUTIOIS. APPLY AS PER MANUFACTURER'S a• ate* � ✓'r' at� . ��r �r '. � � � �aw 1!r INSPECT THE ROOTBALL OF AT LEAST (2) PLANTS AND NO MORE THAN AV 2% OF THE PLANT MATERIAL TO DETERMINE ROOT CONDITION OF PLANTS. d- a folk ui d: Lm N 41 A o, co 1r 'tip VAO 04 ��I1,1 C� A& MOM iM► r r r ✓ �� _4 •elf pow CITY OF BAKERSF D r r DETAIL FOR CONCRE'T'E MOW STEPS & PLAYGROUND SIDEWAY. STANDARI PLAN NO. S Tr .,..LL.... of ....14.. APMOVI ► Marc A'rs A =T " W i PARKING A= 6s WTHOUT PARKING CENTERLINE OR MEDIAN EDGE A MAXIMUM ENCROACHMENT D D DwtSX1Q DwSIGH7 DISTANCE (FT) S =CRtTICAL SPED MPH) OR DESIGN SPED ON iNRU S7R£E1',, CURB 3' i.ttiE -1 � DESIGN SPEWS 60' R/ttl1 35 MPH 76" Ft f W 35 MPH 90' R%W 45 MPH 110* R f W 55 MPH CONTROLLED INTERSECTION I s. x s Z } R y A, A N M E'NANiCE PERIOD. N I 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT TO PERFORM WORK DURING THE POST- INSTALLMENT MAINTENANCE PERIOD, AS SPECIFIED HEREIN INCLUDING BUT NOT LIMITED TO: ADEQUATE WATERING OF PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND OTHER PESTS FOR A MINIMUM PERIOD OF THREE HUNDRED AND SIXTY FIVE (365) DAYS. 2. THE CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING IS COMPLETED, UNTIL FINAL WRITTEN ACCEPTANCE BY THE CITY OF BAKERSFIELD RECREATION & PARKS DEPARTMENT, 3. COST INCURRED DUE TO DAMAGE OR REPLACEMENT DURING THE POST - INSTALLATION MAINTENANCE PERIOD SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. ALL AREAS INCLUDING, BUT NOT LIMITED TO TURF, GROUNDCOVER AREAS, CONCRETE WALKS AND SLABS SHALL BE KEPT CLEAN AND FREE OF WEEDS, LITTER, AND DEBRIS. 5. BEFORE WEEDS EXCEED TWO 92) INCHES IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF OFF -SITE. SERIOUS WEEDS PESTS (I.E.BLACKBERRY. NUT SEDGE OR BIND WEEDS) SHALL BE SPOT SPRAYED WITH A NON -- SELECTIVE POST - EMERGENT HERBICIDE AS SPECIFIED BY A WEED ABATEMENT COMPANY, AND LEFT IN PLACE FOR (7) DAYS. AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY- -EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) DAYS AFTER APPLICATION AND DISPOSED OF OFF -SITE. 6. CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF DISEASES, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER 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 FOR 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 RECREATION AND PARKS REPRESENTATIVE. WHEN THE INSPECTION IS COMPLETED, AND THE AREA IS IN SATISFACTORY CONDITION, THEN, AND L 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 APPIJCA71ON TO COMPENSATE FOR SEASONAL CONDITIONS. 9, (3) THREE WEEKS PRIOR TO THE CONCLUSION OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL CONTACT THE CITY'S REPRESENTATIVE TO PERFORM A FINAL INSPECTION OF WORK. ANY REMOVED PLANTS NOT IN SATISFACTORY AND HEALTHY CONDITION FROM THE SITE SHALL BE REPLACED WITH MATERIAL OF LIKE KIND AND SIZE AND IN A MANNER SPECIFIED FOR ORIGINAL PLANTING. IF THE REPLACEMENT PLANTS DO NOT REPRESENT A SIMILAR FOLIAGE REPRESENTATION OF THE ORIGINAL PLANTED MATERIAL, THE CONTRACTOR SHALL REPLACE PLANTS WITH NEXT AVAILABLE UP -SIZED CONTAINER. ALL GROUND COVER SHALL HAVE A TWELVE (12'") INCH CLEARING FROM ALL STRUCTURES INCLUDING BUT NOT LIMITED TO: SIDEWALK AREAS, MALLS, 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 LINE, 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' NTH HIGHLIGHTED COLOR CODED IRRIGATION REFERENCE CHART AND SCHEDULE, KEYS TO THE CONTROLLER, AND TWO QUICK COUPLER VALVE KEYS NTH 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. PLANTIiVCa NOTES 1. AMENDMENTS, AS INDICATED IN THE PLANTING SPECIFICATIONS, ARE Y PRESENTED FOR BIDDING PURPOSES ONLY SINCE NO SOILS ANALYSIS SUBSTITUTION LIST TO BE APPROVED BY PROJECT MANAGER PRIOR TO WAS CONDUCTED AT THE TIME OF THE BIDDING PROCESS. CONTRACTOR INSTALLATION AND AT NO ADDITIONAL COST TO OWNER. IF ACCEPTED SHALL PROPOSE ON AMENDMENTS AS STATED IN THE SPECIFICATIONS. SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATED OR F- SPECIFIED, CONTRACTOR PRICE WILL BE ADJUSTED IN ACCORDANCE WITH co THE PROVISIONS OF THIS CONTRACT. INDEPENDENT SOILS ANALYSIS LABORATORY, APPROVED BY THE PROJECT MANAGER, A COMPOSITE SOIL SAMPLE FOR AGRICULTURAL SOILS TESTING 9. ALL PLANTER AREAS SHALL HAVE A MINIMUM OF 2" DEEP OF SPECIFIED AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO MULCH IN ALL PLANTING BEDS, DISTURBED EXISTING BEDS AND TREE PLANT INSTALLATION AND SHALL FOLLOW SAID RECOMMENDATIONS. A 00 MINIMUM OF TWO (2) SOIL SAMPLES SHALL BE SUBMITTED TO APPROVED SPECIFIED ON PLANS. 0 Z CO co � 10. CONTRACTOR SHALL PROVIDE PROJECT MANAGER WITH SAMPLES N AND /OR PRODUCT LITERATURE FOR REVIEW AND APPROVAL OF THE COMPOSITE SOIL SAMPLE ALONG WITH A MAP OF SOIL SAMPLE LOCATION FOLLOWING: AND A UST OF PLANT MATERIALS TO LAB, IF PLANTING IS PROPOSED WHERE ASPHALT PAVING SHALL BE REMOVED, AN ADDITIONAL SAMPLE a. 2" LAYER OF MULCH: 1" TO 2" REDWOOD BARK CHIPS SUPPLIED SHALL BE TESTED FOR SOIL STERILANTS• SHOULD THE SOIL BE FOUND FORM A FRESH WATER MILL. MULCH SHALL BE UNIFORM IN COLOR Z AND FREE FROM WEEDS, SAWDUST, SEEDS, CONSTRUCTIVE FOR DEALING WITH SAID SOIL, WHICH MAY INCLUDE REMOVAL AND MATERIALS AND SPLINTERS. ANY DYED PRODUCT WILL NOT BE DISPOSAL OF SOIL TO A SPECIFIED DEPTH AND IMPORTING FERTILE ACCEPTED. TOPSOIL. _j < cr. b. TREE STAKES: 2' DIAMETER X 10' LENGTH ROUGH SAWN PRESSURE 3. CONTRACTOR SHALL SUBMIT COPY OF SOILS ANALYSIS AND TREATED LODGE POLE PINE. FREE OF KNOTS, HOLES, CROSS RECOMMENDATIONS TO PROJECT MANAGER AND OWNER'S GRAIN, OR OTHER DEFECTS. MINIMUM TWO (2) PER TREE UNLESS W OTHERWISE NOTED ON PLAN. 4. CONTRACTOR IS RESPONSIBLE IN PROVIDE PLANTS TYPICAL OF THEIR C. TIES: TREE SUPPORT VIT OR APPROVED EQUAL. MINIMUM SPECIES AND VARIETY; WITH NORMAL., DENSELY BRANCHES AND (4) PER TREE. VIGOROUS ROOT SYSTEMS. PLANTS SHALL HAVE A FULLY DEVELOPED M MA �i FORM WITHOUT VOIDS AND OPEN SPACES. d.ROOT CONTROL BARRIERS: "DEEP ROOT CONTROL BARRIER ", STOCK NUMBER UB24 -2 AS MANUFACTURED BY DEEP ROOT CORP, 5. ALL PLANT MATERIAL SHALL BE SOUND, HEALTHY, VIGOROUS PLANTS OR APPROVED EQUAL. FREE FROM DEFECTS, DISFIGURING KNOTS, SUN SCALD INJURIES, FROST 7 i e. PRE - EMERGENT HERBICIDE: FOR ALL ON -GRADE GROUND BORERS, AND ALL FORMS OF INFESTATIONS. COVER AND SHRUB AREAS, PROVIDE "SURFLAN A.S." AS � MANUFACTURED BY EL.ANCO PRODUCTS, NO ACCEPTABLE 6. PROJECT MANAGER RESERVES THE RIGHT TO REJECT ANY PLANT SUBTITUTIOIS. APPLY AS PER MANUFACTURER'S MATERIAL NOT UP TO PAR WITH ASN STANDARDS AT THE TIME OF INSTRUCTIONS. OBSERVATION OF DELIVERY AND INSTALLATION, PROJECT MANAGER MAY INSPECT THE ROOTBALL OF AT LEAST (2) PLANTS AND NO MORE THAN f. SOD STAKES: 1" X 1" X 6" PINE 2% OF THE PLANT MATERIAL TO DETERMINE ROOT CONDITION OF PLANTS. d- 7. PLANTS PLANTED IN A ROW SHALL BE MATCHED IN FORM, ui d: Lm N co C� r� r 1. AMENDMENTS, AS INDICATED IN THE PLANTING SPECIFICATIONS, ARE & IF SUBSTITUTIONS ARE NECESSARY, CONTRACTOR SHALL PROVIDE A PRESENTED FOR BIDDING PURPOSES ONLY SINCE NO SOILS ANALYSIS SUBSTITUTION LIST TO BE APPROVED BY PROJECT MANAGER PRIOR TO WAS CONDUCTED AT THE TIME OF THE BIDDING PROCESS. CONTRACTOR INSTALLATION AND AT NO ADDITIONAL COST TO OWNER. IF ACCEPTED SHALL PROPOSE ON AMENDMENTS AS STATED IN THE SPECIFICATIONS. SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATED OR THE CONTRACTOR IS TO ASSUME SOILS CONDITIONS ARE NORMAL.THE SPECIFIED, CONTRACTOR PRICE WILL BE ADJUSTED IN ACCORDANCE WITH CONTRACTOR SHALL THEN BE RESPONSIBLE FOR SUBMITTING TO AN THE PROVISIONS OF THIS CONTRACT. INDEPENDENT SOILS ANALYSIS LABORATORY, APPROVED BY THE PROJECT MANAGER, A COMPOSITE SOIL SAMPLE FOR AGRICULTURAL SOILS TESTING 9. ALL PLANTER AREAS SHALL HAVE A MINIMUM OF 2" DEEP OF SPECIFIED AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO MULCH IN ALL PLANTING BEDS, DISTURBED EXISTING BEDS AND TREE PLANT INSTALLATION AND SHALL FOLLOW SAID RECOMMENDATIONS. A TELLS UPON COMPLETION OF EACH PLANTING AREA, UNLESS OTHERWISE MINIMUM OF TWO (2) SOIL SAMPLES SHALL BE SUBMITTED TO APPROVED SPECIFIED ON PLANS. LABORATORY. co 10. CONTRACTOR SHALL PROVIDE PROJECT MANAGER WITH SAMPLES 2. IF APPLICABLE, CONTRACTOR SHALL ALSO SUBMIT A SEPARATE AND /OR PRODUCT LITERATURE FOR REVIEW AND APPROVAL OF THE COMPOSITE SOIL SAMPLE ALONG WITH A MAP OF SOIL SAMPLE LOCATION FOLLOWING: AND A UST OF PLANT MATERIALS TO LAB, IF PLANTING IS PROPOSED WHERE ASPHALT PAVING SHALL BE REMOVED, AN ADDITIONAL SAMPLE a. 2" LAYER OF MULCH: 1" TO 2" REDWOOD BARK CHIPS SUPPLIED SHALL BE TESTED FOR SOIL STERILANTS• SHOULD THE SOIL BE FOUND FORM A FRESH WATER MILL. MULCH SHALL BE UNIFORM IN COLOR STERILE, CONTRACTOR SHALL FOLLOW LABORATORY'S RECOMMENDATIONS AND FREE FROM WEEDS, SAWDUST, SEEDS, CONSTRUCTIVE FOR DEALING WITH SAID SOIL, WHICH MAY INCLUDE REMOVAL AND MATERIALS AND SPLINTERS. ANY DYED PRODUCT WILL NOT BE DISPOSAL OF SOIL TO A SPECIFIED DEPTH AND IMPORTING FERTILE ACCEPTED. TOPSOIL. cr. b. TREE STAKES: 2' DIAMETER X 10' LENGTH ROUGH SAWN PRESSURE 3. CONTRACTOR SHALL SUBMIT COPY OF SOILS ANALYSIS AND TREATED LODGE POLE PINE. FREE OF KNOTS, HOLES, CROSS RECOMMENDATIONS TO PROJECT MANAGER AND OWNER'S GRAIN, OR OTHER DEFECTS. MINIMUM TWO (2) PER TREE UNLESS REPRESENTATIVE. OTHERWISE NOTED ON PLAN. 4. CONTRACTOR IS RESPONSIBLE IN PROVIDE PLANTS TYPICAL OF THEIR C. TIES: TREE SUPPORT VIT OR APPROVED EQUAL. MINIMUM SPECIES AND VARIETY; WITH NORMAL., DENSELY BRANCHES AND (4) PER TREE. VIGOROUS ROOT SYSTEMS. PLANTS SHALL HAVE A FULLY DEVELOPED FORM WITHOUT VOIDS AND OPEN SPACES. d.ROOT CONTROL BARRIERS: "DEEP ROOT CONTROL BARRIER ", STOCK NUMBER UB24 -2 AS MANUFACTURED BY DEEP ROOT CORP, 5. ALL PLANT MATERIAL SHALL BE SOUND, HEALTHY, VIGOROUS PLANTS OR APPROVED EQUAL. FREE FROM DEFECTS, DISFIGURING KNOTS, SUN SCALD INJURIES, FROST CRACKS, ABRASIONS OF THE BARK, PLANT DISEASES, INSECT EGGS, e. PRE - EMERGENT HERBICIDE: FOR ALL ON -GRADE GROUND BORERS, AND ALL FORMS OF INFESTATIONS. COVER AND SHRUB AREAS, PROVIDE "SURFLAN A.S." AS � MANUFACTURED BY EL.ANCO PRODUCTS, NO ACCEPTABLE 6. PROJECT MANAGER RESERVES THE RIGHT TO REJECT ANY PLANT SUBTITUTIOIS. APPLY AS PER MANUFACTURER'S MATERIAL NOT UP TO PAR WITH ASN STANDARDS AT THE TIME OF INSTRUCTIONS. OBSERVATION OF DELIVERY AND INSTALLATION, PROJECT MANAGER MAY INSPECT THE ROOTBALL OF AT LEAST (2) PLANTS AND NO MORE THAN f. SOD STAKES: 1" X 1" X 6" PINE 2% OF THE PLANT MATERIAL TO DETERMINE ROOT CONDITION OF PLANTS. d- 7. PLANTS PLANTED IN A ROW SHALL BE MATCHED IN FORM, JI u � u � o J n LL co z J a w co Z J v 0 J H F- 0 ci cr. N W i� 000 zQ cm) Z z 0 Z�ai w 4< Y � Q Fmn a d- w ui d: Lm N co u � u � o J n LL co z J a co Z J v 0 J H F- cr. N W 000 zQ cm) Z Z�ai w 4< Y � Q Fmn a w ui Cyr a U) co u � u � o J n LL \ � 1 1 9 8 7 I 10 I I i NOTE' IRRIGATION SYSTEM IS DESIGNED FOR 80 PSI 0 POINT OF CONNECTION. ASSUMED OPERATING PRESSURE = 30 PSI MINIMUM FLOW =5 GPM M AXIMUM FLOW = 30 GPM C: I� � , 7 q• 1 T HYDROZONE TABLE HYDRO ZONE HYDROZONE AREA OF HEAD TYPE AREA OF AREA ZONE PSI WATER HYDROZONE !� OF TOTAL LS 1' 4 VALVE USE COVERAGE AREA COVERAGE A T1 & S4 1 1889 SO. FT. 53X 0.53 B S1; S2; S3 2 3,493 SQ. FT. 47X 0.84 0.52 7,M2 SQ. FT. 10M LS AREA X47 1 Rain Bird 1800 Series SAM PRS 1812 SPRAY HEAD 10 T 135' 30 1 10' 12" POP UP SHRUB SPRAY STRONG BOX FEBCO POLAR -PARKA 2 Rain Bird 1800 Series SAM PRS 1812 SPRAY HEAP 1 10 H 180' 30 0.79 10' 12' POP UP SHRUB SPRAY t 16 Rain Bird 1800 Series SAM PRS 1812 ISM SPRAY HEAD 12 H 180 30 1.30 12' 12" POP UP SHRUB SPRAY 6 20 Rain Bard 1800 Series SAM PRS 1812 SPRAY HEAD 15 H 180' 30 \ � 1 1 9 8 7 I 10 I I i NOTE' IRRIGATION SYSTEM IS DESIGNED FOR 80 PSI 0 POINT OF CONNECTION. ASSUMED OPERATING PRESSURE = 30 PSI MINIMUM FLOW =5 GPM M AXIMUM FLOW = 30 GPM C: I� � , 7 q• 1 T HYDROZONE TABLE HYDRO ZONE HYDROZONE AREA OF HEAD TYPE AREA OF AREA ZONE PSI WATER HYDROZONE !� OF TOTAL LS 1' 4 VALVE USE COVERAGE AREA COVERAGE A T1 & S4 1 1889 SO. FT. 53X 0.53 B S1; S2; S3 2 3,493 SQ. FT. 47X 0.84 0.52 7,M2 SQ. FT. 10M LS AREA X47 H MR.OZO E HIGH WATER USE: 3 . MODERATE WATER USE: 2 THE HYDROZONE SETTINGS AND THE SQUARE 1 LOW WATER USE: 1 FOOTAGE COVERED BY EACH HYDROZONE SHALL BE INSTALLED AS PROPOSED IN HYDROZONE TABLE, AND IN ACCORDANCE WITH THE APPROVED PLANS. WOOD mom MONO OWNS MEW -NNW -mom .0. ---MONl 'w. Iowa Oro 1 .� � �A/ �I► � �� �. +.+ ir�.� � �. �...� � �. �..�...� ��r �...n.. fir. +� ... � �� 1� ����i���� � r�r�1� ,� � Moslem 4/ ■ L- - - - .............. ■ loW rn �� E All KID. Lim �Tilil. A ��� ► ��' ► 1 THE IRRIGATION EQUIPMENT LEGEND IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL KEY QTY MANUFACTURER MODEL HEAD TYPE NOZZLE PAT`ERN PSI GPM RAD, REMARKS 1' 4 Rain Bird 1800 Series SAM PRS 1812 SPRAY HEAIO 5 H 180' 30 0.20 5' 12' POP UP SHRUB SPRAY IRRIGATION MASTER CONTROL. VALVE, NORMALLY CLOSED 10 Rain Bird 1800 Series SANK PRS 1812 SPRAY HEAD 8 H 180' 30 0.52 8' 12' POP UP SHRUB SPRAY 0 1 Rain Bird 1800 Series SAM PRS 1812 SPRAY HEAD 10 T 135' 30 0.53 10' 12" POP UP SHRUB SPRAY STRONG BOX FEBCO POLAR -PARKA 2 Rain Bird 1800 Series SAM PRS 1812 SPRAY HEAP 1 10 H 180' 30 0.79 10' 12' POP UP SHRUB SPRAY t 16 Rain Bird 1800 Series SAM PRS 1812 ISM SPRAY HEAD 12 H 180 30 1.30 12' 12" POP UP SHRUB SPRAY 6 20 Rain Bard 1800 Series SAM PRS 1812 SPRAY HEAD 15 H 180' 30 1.85 15 12" POP UP SNUB SPRAY i 73 Rainbi rd Xeri -Bug Emitter XB -10-PC -1032 - - 30 1.0 GPH - ON 24" POLYFLEX RISER, MODEL PFR/FRA. SEE DETAILS E & F. SHEET L -5 114 Rainbird Xeri -Bug Emitter XB- 20-PC- -1032 - - 30 2.0 OPH - ON 24" POL.YFLEX RISER, MODEL. PFR/FRA. DETAILS E & F. SHEET L -5 18 Rain Bird RWS Series (two per tree} RWS BG -02 WATERING SYSTEM 1402 BUBBLER 30 0'50 _ INSTALL PER MANUFACTURER'S SPECIFICATIONS SEE DETAIL D. SHEET L -5 INSTALL TREE BUBBLERS WITHIN SPECIFIED WATERING BASIN IN TURF AND GROUND COVER AREAS. 19MATM W LEGE1110a 11# IRRIGATION EQUIPiENT LEGEND IS PROVIDED FOR CONVENIENCE ONLY,; IN CASE OF DISCREPANCIES 8E'f11�EN 111E PLAN AND THE LEGEND. THE PLAIN SHALL PREVAIL KEY QTY k~ACIURER MOD& DE PTII4N5/ EMARKS Q5 5 RAM RD 100 -PEB AUTOMATIC CONTROL HALVES WITH I.D. TAGS (SEE DETAIL L-fi, SHEET L -5 } 1' 1 RAINBIRD XCZ- 100-PRB -CUNT 1" BALL VALVE WITH 1" PESB VALVE AND 1 ` PRESSURE REGULATING, BASKET FILTER 1' 1 RANNBIRD 150 -PEB W/ SOLADA IRRIGATION MASTER CONTROL. VALVE, NORMALLY CLOSED 1 1/2 " Ff 1 1 RAINBIRD FS100P 1" FLOW SENSOR. INSTALL PER MANUFACTURER'S SPECIFICATIONS 1' P..C. 1 BADGER 1" RE�AN1. WATER METER M _ 70 CONTRACTOR SMALL FURNISH AND INSTALL 1" DATER METER AS THE IRRIGATION POINT M CONNECTION. 1 1 RAINBIRD ESP- 8L.XMEF WITH ETC-LX ET MANAGER & FLOW SMART MODULE FURNISH, GROUND AND INSTALL PER MANUFACTURER'S INSTRUCTIONS (1) 8- STATION CONTROLLER WITH (1 ) KCPCSA -12 BOARD do MOUNDING ROD IN (1) VIT- TL S822SS CONTROLLER ENCLOSURE (SEE DETAIL L-7, MEET L -5). CONTRACTOR SHALL FURNISH 110 VOLT ELECTRICAL POWER ACCESS TO THIS LOCATION AND ACTIVATE CONTROLLER (SEE PLAN). $ STA. 1 STRONG BOX FEBCO POLAR -PARKA -75SS 825Y VIT PBB -75HP FURNISH AND INSTALL 1" BACK FLOW PREVENTER WITH STRONG BOX SBBC -75SS BACKFLCOW ENCLOSURE AND THERMAL BLANKET VIT POO-75HP PER MANUFACTURER'S SPECIFICATIONS. SEE DETAIL L -4, SHEET L -5. 1" E Q _ _ 110V POWER SHALL BE PROVIDED BY OTHERS TO THIS APPROXIMATE LOCATION (SEE PLAN). - 1 MATCO 518 518 MATCO 1 1/20 BRASS GATE VALVE FOR ON /OFF CONTROL 1 1/2 4 RAINBIRD 44 LRC BASS QUICK COUPLER VALVE NTH TSJ -12. INSTALL IN RAINBIRD ROUND VALVE BOX TYP . 1 �• •• •• ••• •• PVC PIPE SCH. 40 PVC IRRIGATION MAIN LINE - SEE IRRIGATION NOTES NO. 8 AND 7, THIS SHEET SEE PLAN �t- N PVC PIPE SCH. 40 PVC IRRIGATION LATERAL - SEE IRRIGATION NOTES NO. 8 AND 79 THIS SHEET SEE PLAN 0 CONTRACTOR sHnu FURNISH AND w+srAt m „ov POWER To THE ELECTRICAL MLI I I PEDESTAL Iwo IRRIGATION caN'rRau.ER AT THIS aPPaoXrrATE LOCATION AND ncnvaTE G) ry - . EXISTING R 1 i I I I I I VALVE ID CHART: VALVE ND CHART NUMBER GROUNOCOVER i J W REFER TO SHEET L -5 FOR IRRIGATION DETAILS FFIGA i i0 N NOTES wounwoml 1. CONTRACTOR SHALL CHECK & VERIFY ALL SITE CONDITIONS, UTILITIES & SERVICES PRIOR TAO TRENCHING 2. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR MAXIMUM COVERAGE KITH MINIMUM OVERSPRAY. ADJUST ALL IRRIGATION HEADS TO ELIMINATE OVERSPRAY ON ADJACENT HARD SURFACE AREAS. PROVIDE ADJUSTABLE ARC NOZZLE FOR IRRIGATION HEADS WHERE OVERSPRAY IS EXCESSIVE. PROVIDE {NECK VALVES *WERE NEEDED TO PREVENT LOW HEAD DRAINAGE. 3. CONTRACTOR SI4ALL BE RESPONSIBLE FOR MEETING ALL CROSS CONNECTION CONTROL STANDARDS AND CONNECTION CONTROL STANDARDS, AND SHALL KWORM WORK IN SUCH A MANNER AS TO FEET CURRENT INDUSTRY STANDARDS FOR IRRIGATION SYSTEM CONSTRUCTION. 4. INSTALL RAISM SEAL- A -MATIC HEADS AT ALL LOW SPOTS ADJACENT TO PAVEMENTS E LOW HEAD DRAINAGE WILL CAUSE WATER WEEPING ONTO PARENTS. 5. ALL LOCATIONS OF IRRIGATION COMPONENTS ARE APPROXIMATE AND DIAGRAMMATIC AS SHOWN. CONTRACTOR IS RESPONSIBLE FOR THE ACTUAL PLACEMENT OF EACH COMPONENT AND FOR OBTAINING APPROPRIATE IRRIGATION WATER COVERAGE. IF CONFLICTS EXIST CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER OR OWNER'S REPRE . TATIVE PRIOR TO PLACING THE COMPONENT. G. PIPING, VALVES, ETC„ 94M WITHIN PAVED AREAS ARE FOR DEIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 7. ALL ACCUMULATIVE LATERAL AND MAINLINE IRRIGA O N LINES RUNNING UNDER ANY WALK OR PAVEMENT TO BE INSTALLED 2.5 FEET DEEP, IN SCH. 40 PVC SLEEVES AT TWICE THE DIAMETER OF THE IRRIGATION LINE UNLESS OTHERWISE NOTED. ALL ELECTRICAL SITS SHAD. HAVE 1' MIN. DIA FOR 110 VOLTS AND 2" MIN. DIA FOR LOW VOLTAGE. 8. SPLICING OF 24 VOLT WIRES WILL NOT BE POW T I EXCEPT IN VALVE BOXES. LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE. LABEL ALL WIRES WITH WATERPROOF MARKERS AT ALL SPLICES, VALVE MANIFOLDS AND CONTROLLER. 9. INSTALL VALVE BOXES 12" FROM AND PERPENDICULAR TO WALKS, CURB, LAWN, BUILDINGS OR LANDSCAPE FEATURES. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH BOX SHALL BE 8` APART. SHORT SIDE OF THE VALVE BOX SMALL. BE PARALLEL TCO WALK, CURB, LAWN ETC. INSTALL ONE VALVE PER BOX ONLY. 10. DO NOT WL.FULLY INSTALL THE IRRIGATION SYSTEM AS 94OWIIN ON THE DRAWING WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, MADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT NIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT UP THE ATTENTION OF THE PROJECT MANAGER. IN THE EVEN THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER. 11. THE CONTRACTOR SHALL PROVIDE AND KEEP AN UP -TCO -DATE *RECORD DRAWING' SHO'WINNG ALL CHANGES TO THE ORIGINAL DRAWINGS AND EXACT LOCATIONS OF FACILITIES INSTALLED BEFORE FINAL INSPECTION. THE CONTRACTOR SHALL FURNISH 'RECORD DRAWINGS' TO THE PROJECT IN 10K AND CITY ENGINEER. 12. THE SYSTEM IS DESIGNED FOR THE PERFORMANCE LISTED ON THE IRRIGATION SCHEDULE. CONTRACTOR TILL VERIFY ON -SITE WATER PRESSURE AND WILL ADJUST SYSTEM DESIGN IF APPROPRIATE. 13. ALL CONTROL WK NOT INSTALLED ALONG MAIN LINE WILL BE INSTALLED IN SCH. 40 PVC CONDUIT. ALL CONTROL WIRE M BE INSTALLED AS 14 GAUGE UNLESS OTHERWISE NOTED. 14. INSTALL. ALL VALVES AND Q.C.V. HIDDEN AND IN SHRUB BEDS WHERE ABLE. VALVE BOXES SHOULD BE PERPENDICULAR TO THE SIDEWALK, CURB OR WALL 15. CONTRACTOR WILL SUPPLY LAMINATED ONE (1 ) 1107 INCH AND ONE (1 ) REPRODUCIBLE AS -MILT DRAWINGS TCO THE PROJECT MANAGER AND CITY OF BAKERSFIEL.D PARKS DEPARTMENT. 16. USE ONLY 711 PVC CEMENT AND PRIMER. 17. LABEL ALL VALVES WITH METAL TAG INDICAVI NG CRRculT NUMBER AND CONTROLLER IDENTIFICATION 18. OUM11TIES FOR IRRIGATION EQUIPMENT AND COMPONENTS APPEAR IN THE LEGEND FOR CITY OF BAKERSFIEI.D USE BIDDING CONTRACTOR SHALL NOTE THAT PLAN SHALL PREVAIL WHEN VERIFYING QUANTITIES OF IRRIGATION EQUIPMENT AND COMPONENTS. 19. cONrnacraR sHAt.i. PROVIDE & ursrnu (Z) HOT WIRES TO EACH VALVE. cawNEcr ONE & THE SECOND WILL BE A SPARE (RED). VERIFY NTH C.O.B. 20. 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