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HomeMy WebLinkAboutDWG 402-4L; CT 00-06; EL FUERTE PARKWAYS AT BRESSI RANCH; 01-33Landscape Construction Drawings For: El Fuerte Parkvvays at Bressi Ranch Prepared For: Lennar Communities GENERAL NOTES 1. All work shall conform to Cily standards and these plans. In case of conflid, Landscape Manual shall prevail, unless these plans exceed Cily standards. 2. Notes ore directed to the work of the contractor unless otherwise noted on the plans. 3. Work not intended to be under contractor's controd: A. N.I.C. -Not in Contract B. By others C. Existing 4. Contractor shall verify with Landscape Archited prior to the start of work, that plans ore current and approved. 5. These plans ore based on improvement plans by Projed Design Consultants. Civil information contained within these plans is for reference only. 6. The contractor shall obtain all necessa,y and/or required permits and pay oil related fees and/or taxes required to install the work on these plans. INDEX TO DRAWINGS Sheet Sheet Sheet No. Reference Title 1. TS-1 Title Sheet 2. TS-2 Recycled Water Title Sheet P,~CIFIC OCEAN CITY OF SITE l CITY OF VISTA f<;Qli, ~~~ ,....-,i,,,~>'--1 ,- " =''@I i'i "' a DECLARATION OF «.1:.SPO~SIBLE. CHA/2.QE I Hl!l',e6Y Ol!CLA/11! THAT I AM TIii! Ll(N!)SCA/1'/! Af4CHIT/!CT 01' WOM .4S M' THI OA Tl! 01' THl! CO~TFWCTION CHAWQ/!S /"OR THt5 !'ROJ/=CT, THAT I 1-/M IX!l!CIS/!t> R!SPOHSIBU!. CHARGE OVl!I{ THE CO//ST'IWCT/oN CHANCjf!S F-OP. 7H,S Wl:JJT!CT' AS 01!1'/N/:O IH SECTtDN 8703 01' THE. 3USII/ESS AJI/D PRO~ 01/S U,1>1:. AND THAT 1)/! OJ!SlllN IS C~ VI/TH CUR~lfr STAIIOA~ I t/Nt>EFIST'AND THAT 7Jif. CHl!CI< OF F'ROJl=CT DRAWNQS 4ND SPf!!CJFICltTIOf,/S fS( ~ Cl1Y OF CAAJ.SBAD Nfl> THE SAN Dl/!l;O COLWTY Df!!P~ OF !N/IR~l!tlTAl.. /1/!AJ..'fll IS COHl"INl!P 70 A Rf.Vlf!.W 01'/L.Y ANO DOES NoT RWllVJ Ml; AS ._AND5C,o.pt; ARCHIIWC-T OF' WO~ ofA /,f( ~PoNSISIUTIES /'OP. 11-1/!Slt p I-A& AS oF 71{!!. {».TS OF 7ME. cowsrl'lx.7'/0N CHAN(jES. TH/!Sli Fl.Ms HIWS. 1/S/!EN f'l"IIPAASJ IH S01!5T"AN'TlA/.-CONFo/CMANCI! Wll'H ]"HJ!. l>J'PP.OVE'O LAHD€0.P/!! CoNcEPT' Fl-AN, WA TfA CO/'ISl'RVATt:»I Fl-AN, Flfl!I:. PROTECTION Pl.AN, AN Aµ. CONPITT0/'/5 OF /,J'Pp.ot.1,1.. Ra.A.Ts:> TO J.A/11'5!'.Al"/N(;. llf:fb -DA~ 1/1+(04- DENll!5\ll,QWISM )'Rf.!'~ J/_ ROAD KEYMAP NOTTOSCAlE 7. Contrador shall submit o schedule of work, to be approved by the owner and Landscape Architect, prior to beginning the projed. The work shall be in accordance with said schedule. 3. IP-1 Irrigation Pion VICINITY MAP rn PROJECT MAP rn 8. The controdor shall be responsible for coordinating his work with other trades. 9. Contractor shall notify the owner and Landscape Architect in writing of any discrepancies in existing conditions or within the plans prior to beginning the work. 10. It is the responsibilily of the contractor to familiarize himself with all grade differences, location of walls and above and below ground utilities. The contractor shall repair or replace oil items damaged by his work. 11. The contractor shall notify the Landscape Architect prior to beginning work and shall be responsible for coordinating with the general contractor, Landscape Architect and Cily Inspector. 12. All material shall be new unless otherwise specified. 13. The contractor shall immediately upon being aworded the contract, make any arrangements necessary to insure that all materials and supplies will be available when · needed for this project. 14. Additions and/or decisions of material and/or labor shall be made of unit prices established with the contractor prior to beginning the work. 15. Determination of "equal" substitutions shall be mode only by the owner and/or Landscape Architect. All substitutions must be approved by City Inspector. 16. The Landscape Architect shall be notified no less than 48 hours in advance of any inspections or meetings. 1 7. Controdor shall be backcharged for Landscape Architect's time when inspections are called for and it is found that the work is not significantly ready upon inspection or the appointment is not kept. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. IP-2 IP-3 IP-4 IP-5 IP-6 IP-7 IP-8 IP-9 IP-10 IL-1 ID-I IS-I IS-2 PP-1 PP-2 PP-3 PP-4 PP-5 PP-6 PP-7 PP-8 PP-9 PP-10 PD-1 PS-I PS-2 CD-1 CS-1 CS-2 CS-3 Irrigation Pion Irrigation Pion Irrigation Plan Irrigation Plan & P.O.C!Meter Irrigation Plan Irrigation Pion Irrigation Plan Irrigation Pion Irrigation Pion Irrigation Legend & Notes Irrigation Details Irrigation Specifications Irrigation Specifications Planting & Construction Plan Planting & Construction Plan Planting & Construction Plan Planting & Construction Plan Planting & Construction Pion Planting & Construction Plan Planting & Construction Plan Planting & Construction Pion Planting & Construction Plan Planting & Construction Plan Planting Details Planting Specifications Planting Specifications Construction Details Construction Specifications Construction Specifications Construction Specifications I , NOTTOSCAlE Note: Refer to Sheet IS-1 For Hydraulic Calulations & Irrigation Legend Refer to Sheets PP-1 to PP-9 For Planting Legend OWNER/CONSULTANT Owner: Lennar Bressi Ranch Venture, LLC 5780 Fleet Street Carlsbad, CA. 92008 Phone: 760-918-8858 Contact: Kristine Zortman Civil Engineer: Project Design Consultants 70 I B Street, Suite 800 San Deigo, C~ 92101 Phone: 619-23!:>-u 171 Contact: Koren MossL,erg Landscape Architects: 6;1LLESP18" e>f-'J>l(,,M 6~1.lP, •~c.. Irrigation Consultant: Landscape Irrigation Consulting 33282 Golden Lantern Street, Suite 20 I Dono Point, CA. 92629 Phone: 949-661-0905 Contact: Frank Simon C\Alo4-r&i\lo,;ee: AIE., ~In. 140 I+ )OL.i.A 14'. q"z.D?!,1--1~~ Pl\ot-1£:(9S"9)~';,'l,-Sql"T FAY. (tlS'8) ~55·'1188 NOTTO SCALE ' by declare that I om the licensed designer df work for this proj that exercised responsible charge over the design of the project as · ed in Section 6703 of the Business and Pro ns Code, and tho design is consistent with current sto s. TS-1 · · ecifications by the Cily of Carlsbad is c ~•" oes not relieve me, as the licensed desi nsibilities for project design. These plans hove bee pared in substontio c 'dence with the approved Landsc oncept Plan, Water Cons rvo Pion, fire Protection Pl nd all conditions of approval re ating to ,_,,..,scoping. 'i? I'."'--' Dote TheCollaborative West APPROVED FOR PL_4NTING HAS BUIL TH ~ ~ l\.ND IRRIGATION ONLY, INCLUDING PRECISE TITLE -------·-------· 'JATE ,,-,,("·• ,,.. n, cJN ~~:s SI.G I, fl1"l RlQUIRtD ON PAGE I ONLY LOCATIC)N OF PLANTING R[V!Ew'E[ B": APPF Dirr~· AREAS. ' ' ' / ;'JVv '\ I(, to01, ' \ ~ ' ENGINE'ERl'NG PLMJCHFCKFR D1,T INSPECTOR DAil -~ A\ ,~-·~-. o·•• 'l•/!?-A< "f1f= I SH~ET I r ~""'I-ST"''' c--10AJ ~H;A.NO,li. ~ -efl>JH4NC6' 02-?A .. , CITY OF' CARLSBAD SI-L:..:.. TS ~' f-;;i':P(IGoATIDN /iEVl~t<>N S 17-Y-o.S-PLANNING DFFARTMFNT 33 z;,ue, 71> IC -~10NS IIV N't,4',1"(7E':,J.ANC.5 ~•~O,V!r'/SIL./"r'leS st &o.sE ~/11$/0NS .\ IMPROVEMENT PLANS FOR, - -EL FUERTE PARKWAYS AT BRESSI RANCH /Hf ~ov¾ 9-2S--03 ·-· 'J• ASSJSTA~T PLANNING DIRECTCR 11.A.TE DW~I BY:~ P:,O.JECT IW. DRAWl~ll' ~10. OATt: INITIAL DATE IN!r'AI DATE lhllTIAL REVISION DESCRIPTION CHKD BY: CT00-06 402-4L [NGIN[[R or 'WORK □THU~ APPROVAL CITY APPROVAL RVIID BY: / / / I I ' I GENERAL NOTES RECYCLED WATER NOTES I. All work must be done in accordance with the City Of Carlsbad Municipal Water District Rules and Regulations. 2. Drinking fountains and designated outdoor eating areas shall be protected against contact with recycled water spray, mist, or runoff. 3. Best management practices shall be used to eliminate or control to the best extent possible ponding, run-off, overspray, and misting. 4. Hose bibs are strictly prohibited. 5. Cross-connections between recycled water lines and potable water lines are stridly prohibited. 6. No substitution of pipe materials will be allowed without prior approval of the City of Carlsbad Municipal Water District. 7. All mainline pipes shall have warning tape per Carlsbad Municipal Water Distrid Rules and Regulations. 8. Hours for irrigation with recycled water are from 9:00 p.m. to 6:00 a.m. The hours for irrigation with disinfected tertiary recycled water may be modified by the local authority. Irrigation during public use periods with disinfected tertiary recycled water shall be under the supervision of the designated user supervisor. Irrigation with water of a lesser quality than disinfected tertiary recycled water shall be between the hours of 9:00 p.m. and 6:00 a.m. 9. Burial of all wiring and piping shall meet City Of Carlsbad Municipal Water District's Rules and Regulations. 10. Non-designated use areas shall be protected from contact with recycled water, whether by windblown spray or by direct application through irrigation or other use. Lack of protection, whether by design, construction practice, or systems operation, is strictly prohibited. 7 J. Irrigation heads shall be relocated or ad;usted to minimize or eliminate over-spraying on sidewalks, streets, and non-designated use areas. J 2. Recycled water quick coupling valves shall be of a type designed for the use on recycled water distribution systems per Carlsbad Municipal Water District's Rules and Regulations. 13. On recycled water systems, all appurtenances (sprinkler heads, valve boxes,etc.) shall be color-coded purple per AWWA guidelines and Section 116815 of the California Health and Safety Code. 14. All irrigation pipes must be stenciled with the warning "NON-POTABLE or RECYCLED WATER," color-coded (purple), and laid with warning tape and stenciling oriented toward the top of the trench per the Carlsbad Municipal Water District's Rules and Regulations. 15. On new on-site system (post-meter), potable water, constant pressure recycled water and sewer lines should be placed a minimum of four feet apart or as directed by the pro;ect engineer and/or regulatory agency. Measurements shall be between facing surfaces, not pipe centerlines. 16. Constant pressure recycled wafer lines shall cross at least twelve inches below potable water lines and maintain at least twelve inches crossing separation between other utilities. J 7. If a constant pressure recycled water line must be installed above a potable water line or less that twelve inches below a potable water line, then the recycled water line shall be installed within an approved protective sleeve as per the City Of Carlsbad Municipal Water District's Rules and Regulations. 18. The required cross-connedion shutdown test shall be done by The City Of Carlsbad Municipal Water District and the San Diego County Department of Environmental Health. 19. The required cross-connection inspedion shall be done by either the Carlsbad Municipal Water Distrid and the San Diego County Department of Environmental Health. Copies of the inspection reports will be forwarded to the non-inspecting party. 20. The design and locations proposed for recycled water "Do Not Drink" sign shall be called out on the plans. 21. When recyled water becomes available, an on-site user supervisor shall be designated in writing. I I This individual shall be familiar with plumbing systems within the property, with the basic concepts of backflow/cross-connection protedion, and the specific requirements for a recycled water system. Copies of the designation, with contact phone numbers, shall be provided to the San Diego County Department of Environmental Health and Carlsbad Municipal Water District. In case of emergency contact: Maintenance Supervisor Larry True at (760) 438-6661 or after hours contact Maintenance Supervisor Larry True at (760) 438-6661 22. All public and private potable water mains including fire mains and any water wells water courses within the recycled water pro;ect shall be shown on the plans. 23. Call out on the plans if there are or are not drinking fountians and/or designated outdoor eating areas on the site. 24. Educate all maintenance personnel on a continuous basis of the presence or recycled water. Personnel must be informed that recycled water is meant for irrigation purposes only, and is not approved for drinking purposes, hand washing, cleaning of tools, etc. Given the high turnover rate of employees in the landscape industry if is important this information be disseminated on an almost daily basis. 25. A physical separation shall be provided between adjacent areas Irrigated with recycled water and potable water. Separation shall be provided by sistance, concrete mow strips or other appro,ved methods. SIGNAGE NOTES The following guidelines for the use of recycled water are to be permanently posted inside the door of each controller where they are easily visible. Place on 8 l /2" x 11" sized sign. Color: purple background with black lettering. I. Guidelines for recycled water use I. Irrigate between the hours of 9:00 p.m. and 6:00 a.m. only. Watering outside the time frame must be done manually with qualified supervisory personnel on-site. No system shall at any time be left unattended during use outside the normal schedule. 2. Irrigate in a manner that will minimize run-off, pooling, and ponding. The application rate shall not exceed the infiltration rate of the soil. Timers must be adjusted so as to be compatible with the lowest soil infiltration rate present. This procedure may be facilitated by the by the efficient scheduling of the automatic control clocks (i.e. employing the repeat function to break up the total irrigation time into cycles that will promote maximum soil absorption. 3. Ad;ust spray heads to eliminate overspray onto areas not under the control of the customer. For example, pool decks, private patios and lots, and streets and sidewalks. 4. Monitor and maintain the system to minimize equipment and material failure. Broken sprinkler heads, leaks, unreliable valves, etc. should be repaired as soon as they become apparent. 5. Educate all maintenance personnel on a continuous basis of the presence of recycled water. Personnel must be informed that recycled water is meant for irrigation purposes only, and is not approved for drinking purposes, hand washing, cleaning of tools, etc. Given the high turnover rate of employees in the landscape industry, it is important this information be disseminated on an almost daily basis. It is you, the landscape contractor, who is responsible for educating each and every one of your employees. 6. Obtain prior approval of all proposed change and modifications to any private on-site facilities. Such changes must be submitted to, and approved by, the District Engineering Office and designed in accordance with all District standards. 7. All recycled water sprinkler control valves shall be tagged with identification tags. A. Tags shall be weatherproof plastic 3" x 4," purple in color, with the words "Warning Reclaimed Water -Do Not Drink" imprinted on one side, and "No Tome El Agua" on the other side. Imprinting shall be pennanent and black in color, use tag as manufactured by T. Christy Enterprises or approved equal. RECYCLED WATER SYSTEM (PRIVATE) E1l~T,~E PAR ~l~YS A'f BRESS1f RANCH Carlsbad, California Proposed Reclaimed Water Irrigation System Mainline Crossovers of RCW and PW main -RC main to be sleeved per Note 16 this sheet B. One tag shall be attached to each valve as follows. 1. Attach to valve stem directly or with plastic tie-wrap or 2. Attach to solenoid wire directly or with plastic tie-wrap or 3. Attach to valve cover with existing valve cover bolt. 8. All sprinkler heads shall be identified as recycled water sprinkler heads. II. Each automatic controller and its associated equipment shall be identified with a sign bearing the words "Recycled Water Used for Irrigation" in English and Spanish with black letters l II high on a purple background. The sign shall be placed so that it can be readily seen by any operations personnel using the equipment. Declaration of responsible charge: I herby declare that I am the Landscape Architect of work for this pro;ect, that I exercised responsible charge over the design of this project as defined in section 6703 of the Business and Professions Code and that the design is consistent with current standards. INSPECTION PROCEDURES 1. City construction inspection shall include: A. Location of pipe lines B. Trench depths C. Required seporation (horizontally and vertically) D. Pipe identification rd E. Points-of-Connection (POCs) F. Location and identification of sprinkler heads G. Warning signs at the site and on the trucks hauling recycled water (if recycled water is used for construction). An approved letter regarding the inspection of the pro;ect shall be obtained from the City and the District, and be forwarded to the San Diego Department of Environmental Health prior to final inspection approval. 2. District final inspection shall include: A. Coverage tests, after completion of of the sprinkler system, to determine the adequacy of coverage on te approved use area and protection of areas not approved for receiving recycled water. B. Warning signs and labels. C. Quick coupling valves. TYPICAL SIGNS LEGEND Symbol -RCW-- -w - VICINITY MAP NOTTO SCALE Description "Do Not Drink" Sign Locations . Proposed Reclaimed Water Irrigation System Mainline Existing Reclaimed Water System Mainline '"C--5. . . ~ Existing Potable Water System - ~·-;J tL -:·:c. C Crossovers of RCW and [. rn ' 1n UAIII' '6 Clnlecvl Wll:lr.,. =· ··--. ----1: _. -w-w- PROJECT MAP NOTTO SCALE Crossovers of RCW and PW main -RC main to be sleeved per Note 16 this sheet ~ JW1CA l I. ,,,; f ,:.;i, ,, I ·~ <" I C, i -< (ff \ * i~ OFcp. . ...,,.. SHEET INDEX Sheet Title Sheet No. Title Sheet l Recycled Water Title Sheet 2 Irrigation Plan 3-12 Irrigation Legend & Notes 13 Irrigation Details 14 Irrigation Specifications 15-16 Planting & Construction Plan 17-26 D. All aspects of the irrigation conditions including W~IIININC CYCLED WA'IVI: RECYCLED WATER IN USE Planting Details 27 I understand that the check of the project drawings and specifications by the Cty of Carlsbad and the San Diego County Department of ~nvironmental Health is confined to a review only and ddes not relieve me, as Landscape Architect af work, of m; responsibilities for pro·ect desi n. windblown spray, runoff, and ponding. E. Required protection of all residential areas. F. Required protedion of wells, streams, reservoirs, etc. G. Cross-connection. R 12• X JI'" SIZE .on ALU\tt1'UM, .060 ABS l'i,,ASTIC OR STIClol.-ON -i.nN'r'l SIGNS 00 NOT [)FUNK 1• II.ACK LETT8'S 2" ILACt< LETTERS !,~ ~i DONOT@•.· NOTOME DRINK l--El AGUA ~ w• 11.fMif N"m tlNToloCTM Uffll! U l'IA.'IOli OEN$ Ill 1.1AA le'" X 16'" StZE .0)2 ALUMINUM, ,0&0 ABS l'L,tiSTIC Cffl. SlJCl<-ON VINYL StGNS Planting Specifications 28-29 Construction Details 30 Construction Specifications 31-33 :Ci:::!~/ Architect r:• t!i 3. Annual inspections shall include: TS-2 A complete inspection which should cover parts 11A," "8," API1 ROVED FOR PLANTING "AS BUil T" and 11G" of the District final inspection. -R LA. 1972 m name and addre T Collaborative \At st 10 Avenida Mira San Clemente, Telep one N bers: (949) 66-24/ (949) 366-6626 fax I' I 11 I I L--l<r-1 .r, e.,c "'"-,. Re i-\tT"JC'.T : 611.+~~l"1"E. l)IE••~ a,ra.c,.,p 1 "\o-4 &EU'£~~£ ~,J1TE. 1-,D ~ jOL.LP-_1 cA ct"l-O!:, ?tlo~'E~ ~~-S~-~~~~ CA.l,L~llAU l,WNICIF'AL WA TFR -w:;TR CT ~/,~4-ri~ <aA.-63 WI' I I.AM F "I 11JMrR JA ff CISTRICT EI\Gl'IEER R.C.f .. 281 /b ~AN Ulf:.CCJ COUI\JTY DEF?,FiHAEIH Cr E'NIRmlMFI,JT1\I HF.<.I TH ~ -z_. y--z,-dJ A.PFRO\/Ff) RY ~ .. /..uk.'j DA'I _A.KD IRRICT li.TIC}N C)NLY, INCLlTDINC~ F)RECISE II !LE D~.TE --·-·-·-- Ei'IGINEER'S SIGt,A lURf RfQUIRf J 01,1 .J/1,::;L 1 CNLY LOCA.TION OF PL1\NTINC; REVIEWEC BY AfJPRC\/lU AREA.S. ENCll,JEERING PLP,I\CHECV.ER D1\ TE INSPFClCR DATE ~/,,,/~ r~ &,. tit-I HAHC6P P\..M4T\Mr. .ANP llll1'1.1~A.T101'l ll!IIVtS.lOHS ffO-()V /,.qy ~_., __ ,. .. ISH~_TI Cl'l'Y Of C AJ{LS l3l\.D SH_:ETS . ·-;,a.~ ;;;;,.., 02-•4-h ' DATE INIT,A_ l)A T= l~JIT,AL CA TE l~JIT,AL E\01~JEER OF WORK REVISION DESCRIPTION o-wR Ar·rRov,t.L CITv APPR(;VAI I ' rLAJ,Jl]ING Dff'fa.RTMEIJT 33 IMPROVEMENT PlANS FOR: EL FUERTE PARKWAYS AT BRESSI AANCH ·t --<c:vr::-11 _ /'It,~, /1:::::;s15TI\NT PU\Wlll,G CIRE!':TOR DWII BY: C~KD BY: RVWC BY: PRO,llC I 1,1 :J croo.06 \ ,1. ' cf. ,. ,1:~r- 9-2£-0J JA l l)~Al~ll'~C '~O. 402,4L ' LENQS.AEF ,@ Jr'( .\ .. ,,,',_ 100803 NOTE!, I I I j I i I ' I I i I I I I I I I I I I I I MAINLIIE "'°l'tl HITHIN l"AVIN5 ~ CLAl'tlTY ON. Y, AGTIJAL MAINLINE LOCATION TO El!: A MINIMJM Of= I&' OFF ADJACENT HARDSC,Al"E AND OTHER OSST AG LES. NOTE!, CONTfllAGTOll !!HALL ADJJST ALL HfAD!:I N!J "5:!IIJll'U:D TO ACGOMMooATI: ANY VERTl<,AL 08S'fl'WC;TION5 THAT MAY~ 1Na.lJDIN6 M NOT LIMITED TO Ll6HT POLES, FIIIII: H"r'DRA,NTS, l:Tc-. Vl:!'l.lFY ALL. 1-f:AD L.AYOIJT l'llTH ~~ ~IZED Rf'l'Rl3ENTATIVE Prl.lOR TO WMMEN<,IN5 ~- KEYMAP N.T.S. I I I I I I I MAINLINE ONLY. !!El: EL RJEl'm: &LOFE&, Dm:---- NO. ~-!IQ FOR ACTUAL MAINLINE, MElER AND ~ER LOCATION. liiEFER TO EL R.1E1'm: &LOFES FOR YALYES 'l'-11, '1'-12, '1'-13 AND '1'-14A &EE eHEET NO. IP-I, Dllt!i. NO. 4'10-SQ FOR ACTUAL YALv! LOCATIONS.__./ -~'-----"'---' IP-10--t PP-10 l)SCAp \lle0p ~ ... !E ,._,"""'~--- \ "', .. \<C IP-1 0 10 20 40 For Entry Monument Information Refer to Package PrEipared by Gillespie Design Group. I I i I NE,NSHEET S~: 1'=2(1 NOTE, PLANTING 'AS BUILT' FOR MAINLINE APPURTANCES SEE APJ:JROVED FOR SHT. IF-4, D~-401Z)-8Q, EL FUE!-:!TE A:ND IRRIGATION ONLY, 5LOFE5 INCLUDING PRECISE TITLE DATE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY L01CATION OF PLANTING REVIE\,'ED BY, APPROVED AREAS. ENGINEERING PLANCHECKER DATE INSPECTOR DATE 12/17/04-GDG A ~~~-~N:CED PLANTING AND IRRIGA.TIOl\' REVISIONS. oz.z4.,,J ,~,qr;, I SH~ET I CITY OF CARLSBAD ~ ;--,.,,.,. ~ ···-------- "3·.1-'f-o. .. ~-PLANNING DEPARTMENT 3 IMPROVEMENT Pw.lS FOR, " EL FUERTE PARKWAYS ATBRESSI/WICH APPROVEl\_,1 . /I et.I 3--3l--t.A ASSISTANT PLANNING DIRECTOR DATE DWN BY: "' I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: REVISION 0ESCRIPTIOM CT00-06 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVw'D BY, 402-4L ! I NOTE, MAINL1l£ SHOl+I l'IIITHIN PAV1N6 FOR C.LA!'I.ITY ONLY, Ac.TUAI. MAINLll£ L.Oc.ATION TO BE A MINIMJM OF If>' OFF ADJACENT HAl'<DSc.APE AND 0'11-£R OBSTAc.LES. NOTE, c.oNTl'Ac.TO!'I. ~ALL ADJJST ALL HEADS M REGIIJIRl!D TO ACGOMMOPATE ANY VE!'I.TICAI. 065mJc.TION5 THAT MAY~ 1Nc.l.UDIN6 euT NOT LIMITED TO Ll5HT POLE5, Fl"'=: HYD!'I.ANTS, ETC. VE!'I.IFY ALL HEAD LAYOUT i'IITH Ol'IINE!'l.'S AIJTHO!'I.IZ!:D ~TA TIVE l'!'I.IO!'I. TO WMMENc.lN6 i'IORK. KEYMAP N.T.S. IP-10--, OSCAp \ 11 e",0/ :f;2 ~ lE -5-rr...-...a!.: ----------------- -----=-=--====:-~~-·-______ , ____ . __J\ IP-2 0 JO 20 40 For Entry Monument lnformaHon Refer to Package Prepared by Gillespie Design Group. I I I I NIWSHEET SCALE: 1'~20' NOTE: FOR MAINLINE AFFURTANCE5 5EE AF)PROVED FOR PLANTING 'AS BUILT' 51-!T. IF-4, Pll.Jes. 4IZIIZl-8Gl, EL FUERTE i\.ND IRRIGATION ONLY, 5LOFE5 INCLUDING PRECISE TITLE DATE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY LOCATION OF PLANTING REV!Ew'ED BY, APPROVED AREAS. ENGINEERING PLANCHECKER DATE ... INSPECTOR DATE 12/17/04 GDG A ENHANCED PLANTING AND IRRIGATION REVISIONS. Ot;,,.._:,,,. I SH~ET I w f-1/-0f" 6/E_ CITY OF CARLSBAD wi-lfl_-(}.!, PLANNING DEPARTMENT 3 ' .. IMPROVEMENT PIANS FOR; EL FUERTE PARKWAYS AT BRESSI RIWCH APPROVELJ /i " 2u 3-31-os- ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL -DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DAIT INITIAL REVISION DESCRIPTION CHKD BY: CT00-06 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVw'D EY, 402-4L LEN05-A-EF NOTE, MAINLINE 5HOl'IN i'IITHIN l"AVIN6 FOR GLARIT'!' OIL 'r', AG'T\JAL MAINLINE LOCATION TO eE A MINIMUM OF I~' OFF ADJACENT HARDSGAl"E AND OTl-t:R 06STACLES. NOTE, CON11'AGT01'. ~ALL AD.JJ5T ALL HEADS "6 ~ll'tED TO ACGOMMODATE AN'r' VERTIC.AL QBS11'aJC,TION5 THAT MA'r' ~ 1Nc.LUDIN6 BUT NOT LIMITED TO LISHT POLES, FIRE 1-t'r'DRANTS, ETC.. VERIF'r' ALL HfAD LAYOUT i'IITH Oi'INER'S AllTI-IOll'.IZED ~ATIVE PRIOR TO c.oMMENc.lN5 ~- KEYMAP N.T.S. IP-I0--1 """;• '"\"·· ,<O 1,» \ i! ii Ii I IP-3 0 JO For Entry Monvment Information Refer to Package Prepared by Gillespie Design Group. I I NEW SHEET SCALE: 1'=20' NOTE, FOR MAINLINE AFFURT ANCES SEE AflPROVED FOR PLANTING 'AS BUILT' Sf-lT. 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NOT!:, CONTRACTOR 5HALL AOJJ5T ALL HEA05 "6 R.EGIUIRED TO ACGo1+10DATE ANY VERTICAL 065TRLJCTION5 THAT MAY Oc;c;uR., INC.UJDIN6 BUT NOT LIMITED TO LIISHT POLES, FIRE ~NTS, ETC. VERIFY ALL HEAD LAYO\JT i'IITH O1'1111:R'S AIJTHORIZB:) REl"RE:5l:NTATIVE l"RIOR TO COMMENC,1115 i'IORK. KEYMAP N.T.S. ec 21, 2004 ~ :i: j / pr1 \Pro jects--0.3\03-123\Londarch \Collaborative West Const. Changes\EI F uer le Pa,kwoys\lrrigatlan Sheets\lP04-LENC5-Ef -PK-01 .dwg rov,m bv j,evk7kv i i j ' I I I I "OSCA 1,\\leap ""~ .;""" <> ! "' -n ... -cc...;=~--... ~. ..-It--/~ ··1 :+ i ' \.., i j j 0 10 40 I 1 IP-4 For Entry Monument Information Refer to Package Prepared by Gillespie Design Group. I i i NEW SHEET SCALE: 1'=20' NOTE, FOR PLANTING 'AS BUil T' FOR MAINLINE AFF'URTANCE5 5EE AF'PROVED 5HT. IF-4, DLIJG. 4r.:,r.:,-8Q, EL FUERTE AND IRRIGATION ONLY, &LOPES INCLUDING PRECISE TITLE DATE ENGINEER'S SIGNATURF REQUIRED ON PAGE 1 ONLY LOCATION OF PLANTING REVIEVED BY• APPROVED AREAS. 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INGLIJDIN6 BUT NOT LIMITED TO LIISHT POU:5, Fll'l:E H"l'D1'<ANTS, ETG. ~IFY' ALL HEAD L.AY'OUT l'IITH Ol'tlE!'lt'S ~ZED REPRESENTATIVE: f'!IU°" TO GOMM!:NGINB ~- KEYMAP N.T.S. ' / I/ /' J /' ' I I I I I I I ~t vv !, i}=:-g:{~~Wil::; ~ ! MAINLII-EiMET$1 AMI',. cc:iN~LEl't LOC:ATlc:1'<. ------).aw,(----- Ill ··-J..,;.-....... . t ~ ;, ';!e'l5ll! TO_ EL FI.ER!c eLOFE& !'OR VAi.YE& -J ~-6 AIC'•1. ~ &1-EET NO. 11"-'S, DW:s. NO. Ill -400-IIQ FOR ACTIJ,AL VAk,'t'E 1.0CAT~t ~--,, ·····,, : ~~~ : ;;::::A~~::::.::...:, :-: )( --a.: "" ~-.-.--''"·"-' ,., '--""; ,• I ,I . --, 1ir .~. I I I /P-10----, ! \ \ ' \ ----)( -.---····· .. 'yj ("i.:,(. ,>---~\. \i S···· \ ' *~~ r ' ' ' I ' ;, "OBCAp I I leap/ " " ' .., <.> ... ! "' -n ..., -==='-----... -:t- ' \,/ i / / ! ' f,' ¼"··· 0 \ I IP-9 40 For Entry Monument Information Refer to Package Prepared by Gillespie Design Group. I NEW SHEET SCALE: l'-20 NOTE: FOR MAINLINE AFFURTANCE5 5EE A:PPROVED FOR PLANTING 'AS BUILT' 51-lT. IF-4, Dl.UC:i. 4012'-8Q, EL FUERTE AND IRRIGATION ONLY, 5LOPE5 INCLUDING PRECISE TITLE DATE ENGINEER'S SIGNATURE. REQUIRED ON PAGE I ONLY LOCATION OF PLANTING REVIE\.IED BY, APPROVED AREAS. ENGINEERING PLANCHECKER DATE INSPECTOR DATE 12/1? /04 GDG £. ENHANCED PLANTING AND IRRIGATION Rl~VISIONS. ~-""' "'91? -1 SHEET 1 CITY OF CARLSBAD w \.-! 'or Ar l:'~r:o• ~ 1 1 PLANNING DEPARTMENT 3 IMPROVEMENT PIANS FOIi.: EL FUERTE PARKWAYS AT BRESSI RANCH APPROVECI .7' 3-::...'1 /-cI', '.u ASSISTANT PLANNING DIRECTOR DATE OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY; ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\.ID BY, CT00-06 402-4L tEN()S.A.Ef NOTE, MAINLINE !HOHN WITHIN PAVIN5 FOi'!. CLARI MAINLINE LOc;ATION TO Ile: A MINIMUM OF l&T"f ONLY, ACTIJAL HARDSGAl"f AND OTHER OBSTAl-1.fS. OFF ADJACENT NOTE, CONT1'ACTOR ~ ADJJST ALL HfAD5 ACGOMMODATI: ANY VERTIC-AL oes "6 ~ll'!eD TO INa.lJDIN6 lllJT NOT LIMllcD TO Ll61!~~~1:A~~• Vl:RIFY ALL HEAD LAYOUT WITH Or!NERS AUTHOR • c'TC,. ~TATIVI: PRIOR TO COMME:NC,IN6 rlORK. IZED KEYMAP N.T.S. ....... u ., -... "osc <o\\laa -5-.~~*r-- IP-10 For Entry Monument Information Refer to Package Prepared by GWespie Design Group. NEWSHEET NOTE : FOR MAINLINE APFURT ANCES SEE AI)PROVED FOR PLANTING 'AS BUILT' S..!T. IP-4, Dllk::s. 4 '2l'2l-8Q EL FUERTE SLOPES ' ,.\.ND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE ~iG~¼EJ~fo SIGNATURE REQUIRED ON PAGE 1 ONLY LOCATION OF PLANTING AREAS. REVIE\./ED BY, ENGINEERING PLANCHECKER DATE INSPECTOR DATE 12/17/04 GDG AEN HANCED PLANTING AND IRRIGATION REVJ:~IONS. M1,ti•. _we_f .. w '}.-CITY OF CARLSBAD w :a.~ .... o l -• 2 PLANNING DEPARTMENT 3 -' IMPROVEMENT PLANS FOR.: EL FUERTE PARKWAYS AT BRESSI IWlCH APPROVE[ , ... ,Ye« 3-31-0S ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OWN BY: r-;, I PROJECT NO. OTHER APPROVAL CHKD BY: I DRAWING NO. CITY APPROVAL RV\./D BY, CTOD-06 402-4L LENO&M:F I GENERAL l~IGATION NOTE5 1. IT 15 THE RE&PON&lelLIT'T' OF THE ll'<l'!IG.ATION CONTRACTOR TO FAMILIARIZE HIM&ELF WITH ALL G.RADE DfFFEF<ENCE&, LOCATION OF WALL&, RETAINING, WAl.LS, STRUCTURES AND UTILITIE&. THE fi'<!'!IGATION CONTRACTOR &HALL REPAIR OR REPLACE Al.L ITEM& DAMAGED eY Hie WORK AT NO EXPENSE TO THE OWNER HE &!-!ALL COO~INATE HI& WOf'<K WITH OTHER CONTRACTORS FOR THE LOCATION AND IN&TALLATION OF PIPE &LEEYE& AND LATE:RAL LINE& TI-IROUG,H WALL&, UNDER ROADWAY&, DRIYE&, AND PAYING., ETC. 2. THI& DESIGN 15 DIAGRAMMATIC. ALL l"IPING, VALVE&, ETC., 51-!0UJN WITHIN FAYED AREA5 15 FOR DE51GN CLARIFICATION ONL 'T' AND 51-!ALL eE IN&T ALLED IN PLANTING AREA& WI-IEREYER PO&efeLE. THE CONTRACTOR 51-!ALL LOCATE ALL VALVES IN eHRUe AREAS UNLE&e OTHERWISE DIRECTED eY THE OWNER'S REPRESENTATIVE. :ii. THE &l"RINKLER SYSTEM DE&IGN 15 5A&ED ON THE MINIMUM OPERATING. PRE&euRE AND THE MAXIMUM FLOW DEMAND 51-!0WN ON THE ll'<l'!IGATION DRAWING& AT EACH l"OINT OF CONNECTION. THE ll'<l'!IGATION CONTRACTOl't 51-!ALL YEl'!IF'T' WATER PRES&Ur.:f: PRIOR TO EACH CON&Tl'<UCTION. REPORT ANY DIFFEl'i:ENCE 6ETWEEN THE WATER Pf'i:ESSURE INDICATED ON THE DRAWINC:o& AND THE ACTUAL Pf'i:EeeLIRE READING, AT THE ll'tl'tfC:oATION POINT OF CONNEC:TION TO THE OWNER'& AUTI-IORIZED REPRE&ENTATIYE. IN THE EVENT Pf'i:E&&URE DIFFERENCES ARE NOT REPORTED l"l'!IO!i! TO THE STAl'!T OF CONSTRUCTION, THE l!'<RIC:oATION CONTRACTO!i! SHALL A55UME FULL RE5F'ON516ILIT'T' FO!i! ANY l'i:EYl510N NECESSARY 4. DO NOT WILLFUL!. 'T' INST ALL THE SPRINKLER &'!'STEM AS Sl-lOWN ON THE DRAWING,& WI-IEN IT rs oevroue IN THE FIELD THAT UNl<NOWN Oe&Tl'!UCTIONe, GRA,DE DIFFERENCEe OR DIFFERENCES IN THE AREA DfHEN&ION& EXIST THAT HIGHT NOT HAYE 6EEN COMSIDERED IN THE ENGINEERING.. SUCH oe&Tl'!UCTIONS OR DIFFERENCES 51-!0ULD fHHEDIATEL 'T' 6!: 6ROUG,HT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPREeENTATIYE. IN THE EYENT THIS NOTIFICATION re NOT PEF<FORMED, THE ll'<l'!IGATION CONTRACTOR 5HALL AS5UME FULL RESl"ONSl!!!,ILIT'T' FOR ANY REVISIONS NECE55Al't'T'. !. ALL SPRINKLER HEADS 51-!ALL eE SET PERP!:NDICULAR TO FINISH GRADE UNI.Ee& OTHERWISE SF'ECIFIED. 6. THE ll'tl'!IGATION CONTRACTO!i! SHALL FLUSH AND ADJUST ALL M>RINKLER HEADS AND YALYES FOR OPTIMUM COYERAGE AND TO PREVENT OYER &PRAY ONTO WALKS, STl'!EETS, WALLS, ETC. THIS &HALL INCLUDE USE OF RAIN-er~ Pf'i:E58URE COMPEN5ATINC:o 5Cl'i:EENe "PCS", SELECTING, THE eEeT DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH REMOTE CONTROL VALVE TO 06TAIN THE OPTIMUM c::>PERATING Pf'i:Ee&IJl'i:E FO!i! EACH SYSTEM. 1. 120 Y.te l"OUJER 80URCE FOR THE CONTROi.LEi'! 51-!ALL eE PROVIDED UNDER THE ELECTRICAL SECTION OF THE SPECIFICATION&. IT &!-!ALL eE THE l'i:E&PONSf6ILIT'T' OF THE fl'<l'!IGATION CONTRACTO!i! TO COO~fNATE ELECT!'!ICAL SERVICE WITH THE GENERAL CONTRACTO,.: AND SHALL MAKE THE FINAL CONNECTION FOl'i!H THE ELECTRICAL SOURCE TO THE CONTROLLER &. ALL PIPING AND CONTROL WIRES UNDER PAYING, SHAl.l. 6E INSTALLED IN SEPARATE SLEEVES. HAIN LINE &LEEVE SIZE SHALL eE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO 6E SLEEVED. CONTROL WIRE SLEEVES 51-!ALL 6E OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAYING,. IN ADDITION TO THE CONTl'!OL WIRE, 51.EEYES 51-!0WN ON THE DRAWING&, THE li'<!'!IGATION CONTRACTO,.: SHALL 6E l'i:ESPONSl6LE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAYED AREAS. !!I. l"IPE SIZES SHALL CONl'Ol'i!H TO TI-IOSE SHOWN ON THE DRAWINGS NO eueeTITUTIONS OF SMALLER PIPE SHALL eE PERMITTED euT &ueeTITUTIONS OF LARGEI" SIZES MAY eE APPROVED. ALL DAMAGED AND REJECTED l"IPE SHALL 6E REMOVED FROM THE SITE AT THE TIME OF SAID l'i:EJECTION. 10. FINAL LOCATION OF THE AUTOMATIC CONTROL!.~ LOCATION 51-!ALL eE APPROVED eY THE OUJNER'S AUTHORIZED l'i:EPRESENTATIYE. 11. ALL POP-UP TYPE Sl"l'!INKLEl't HEADS INSTALLED IN &1-!l'tlle AND GROUND COVEi" AREAS 51-!ALL eE INeTALLED eo THAT THE TOP OF THE SPRINKLER HEAr:• IS I-INCH AeOYE FINISH Gsl'tADE. 12. ALL EQUlf"MENT INSTALLED IN VALVE 60><E& SHALL 61:: IN&TALLED PER DETAIL Dl'tAWIN6S WITHOUT CUTTING SIDE WALLS OF THE VALVE eox. CUT VALVE eo><Ee WILL 6E l"El"LACED WITH NEW VALVE eo><Es Ae INSPECTED eY THE OWNEf'<S AUTHORIZED REPl'i:E&ENTATIVE AT THE CONTl't.tCTO!i!'S OWN E><PENeE. Ill. THE CONTRACTOl't SHAU RUN THREE ( :ii) &PARE Wll'tES AND ONE (I) COMMON Wll"C Pl'!Orl THE CONTROLLER TO EACH END OF THE MAIN LINE. HE 51-!ALL EXTEND THE GROUPING OF WIRE 10', MAKING A COIL TO FIT INSIDE A RECTANG.ULAR PULL eox. LA6EL THE LID OF THE PULL eox 'SW'. 14. ALL SPl'i:INKL.ER EQUIFHENT NOT OTHEl'WJISE DETAILED OR SPECIFIED SHALL eE INSTALLED AS PER MANUFACTURER'& RECOMMENDATION& AND SPECIFICATION&. I!,. ADY. (ANTI DRAIN VALVE) UNITS AS SHOWN IN THE DETAIL Dl"AUJINGS ARE~ TY!"ICAL INSTALLATION ONLY, AND HAY NOT eE REQUIRED ON ALL HEADS. Pl'i:IOl't TO INSTALLATION THE CONTl'<ACT~ SHALL YEl'!IFY WITH THE ON SITE G.RADES IF THERE 18 AN ELEVATION DIF!'El'i:ENCE OF 24" OR MORE BETWEEN THE HIG.HEST .!!:AD AND LOWEST Hr:AD ON A SYSTEM, THE ADY. &!-!ALL 6E INSTALLED l"ER DETAIL DRAWING. 16. THE CONTl't.tCTOl't 51-!ALL ALLOW FOi" A Aeeo!l<Tl"IENT OF YARIAeLE ADJUSTAeLE NOZZLES (VAN) TO eE INSTALLED IN AREAS IIM:RE STANDA~ PATTEl<N NOZZLES ARE NOT APPLICA6LE. 11. "'9:FEl't TO SPl:CIFICATIONS "°"' ADDITIONAL DETAILED INFORMATION. 18. INSTALL POP-UP HEADS WITHIN le>' OF ALL PEDEST!'tfAN USES. SLEEVE AND CONDUIT SCl-4EDULE: ALL SLEEVES FOR PRE88URE SUPPL 'T' LINE AND LATERAL LINE PIPE SHALL 6E A MINIMUM TWICE THE NOMINAL SIZE OF THE PIPE WITHIN. SLEEVE MATERIAL, • MAIN LINE PIPE, CONTROL WIRES, AND LATERAL FIPE UNDER VEHICLE PAYING &HALL 6E INSTALLED IN A SCH. e0 PVC 8LEEYE WITH :!112)" COYER • MAIN LINE PIPE, AND CONTROL WIRES, LNDER PEDESTii,:IAN PAYING, SHALL eE INSTALLED IN A SCH. 412) PVC SLEEVE WITH 18" COVEi'!. e LATERAL l"IPE UNDER PEDESTRIAN PAYING, SHALL eE INSTALLED IN A SCH. 412) PVC SLEEVE WITH 12" COVEi'!. l21 MNl'lrl'flllllGl.,!L "111111"1CAL ... NU,TICIN1-------, "8C'T'Q.110111o1,T811-TICNl'IAK.Nl------1 -ALL MC,'CUD lllol,T811-TICN 1'11'9 AND ei..e..n lMAU-l!E P'I.IIIPU! MC, L ncm 'EC) .,. IPECPIIID Ni 'eT~ ePl!CIP'fc:ATteffl. l'Clllt P'IIUVATI! fflllRICIATICIN ei'1'11!1 ■· 'C :IN tr 1\0' ll9CLM'IATla. IUJ!8 Al'C"' lllflm 1 ATIONI ~ CCINl'l'Nk:rlON CJII MCYa.lD WA,mt H.4INI', OCI 1'1!!1!!111 1919 0) POTABLE MAIN LINE CROSSING: en:,e1141 !C 11!1'1111 IIO'.IC--, .. ...._ -, - Al!!Lr- -~IC"'I Q r•t1k:1 C:. 121 ......... 16t-t.t.Nl)Atoflt"r' U4IN !fll! ltttl ,-,411,t 0IS A. ,-o'l',A&,I! WA,.,_ Lie. INITAU-,ATICIN a,. llll!c:'l'CLl!0 WA,.. ....,TICN M41tt..le 2~~ flllCt1 MIC! 0,. f-lDPIMI :K 11111.L i-tlOYl0I! flol! ..-en 9 ..... W' HOlllalQN'I'...._ Cl etAN&ea ~ t-OT..._. ~ Lte IN.,,..,.. (2) POTABLE SERVICE LINE CROSSIN IRRIGATION LEGEND: 8'T'M60L, MANUFACTURER, HODEL NUMeEl't• DE&cRIPTION, RAD., P.5.1., Go.FM, DETAIL, Ii &I C!J e e f,) ~ ~ ------ RAINell"D IU6-&AM-l"l'&-l&E51POP-UI" SPRAY HEAD 4Xf4' 2& .& A RAIN61~ ll!ll2)6-5AM-1"1'&-1!5&1POP-UP SPRAY HEAD 4><28' 2!> I.II A RAINBll'i:D fe.z>f>-SAM-FRS-!IQ l"OP-UI" SF!'<AY HEAD 3-!,' 2!> .e, A RAIN61~ fe.z>E>-SAM-FRS-!>T l"OP-UI" &l"l'!A'T' HEAD :ii-!>' 2!, .ee A RAIN611'i:D IU6-&AM-FRS-!H POP-UI" Sl"l'!A'T' HEAD 3-!>' 2! .13 A RAIMel~ ll!ll2)6-8AM-FRS-eG POP-UP 51"1'!A'T' HEAD 6-1' 2!> :Jrt) A RAf~lel~ IU6-&AM-FR&-8T l"OP-UI" 81"1'!A'T' MEAD 6-11 2! :i, A RAINBll'i:D IU6-SAM·l"l'&·&H !"OP-UP &l"l'!A'T' HEAD .. ,. 2!, .41 A NOTE, ALL l"Ol"-UI" &PfltlNKLEl't 1-lEADS USING RECYCLED WATEl't &HALL eE INeTALLED WITH PURl"LE CAP&. ALL 8HRU68 HEADS ON Rl&ER U&ING. RECYCLED WATER SHALL eE P,;~l'i:L Y LABELED WITH PUF,iFLE RECYCLED WATER TAG.& ON THE Rl&ER, F'!:R WATER Dl,5TRICT STANDA~&. APPROVED Al"f'l'!OYED PVC CL-2e>IZ) !"'YC SCH 4rt) ELl!CTl"IC CONTl"OL VALVE (l!X. VALVE e &TUEi-OUT PROVIDED eY Pl'i:EYIOU& EL ~ SLOP!: 1-IG.ATION) 1-IG.ATION WIRE CONDUIT (&EE NOTES FOi" SIZE:! K 1-IGsATION SLEEVE (SEE NOTES FOl't 8fZEJ K LATERAL LINE !"IP!: (SIZE AS NOTES) ( ALL PIP!: TO eE RJl'i:PLE IN COLOR) NON-l"OT AeLE 80l.lliiCE Pl'i:ESSUl"E eu~ 'T' LIN! K • L FOl't 2" DIAMETER PIPE AND LAf.l:loER ( ALL PIP!: TO eE PURPLE IN COLOR) NON-l"OT AeLE eoURCE Pl'i:E58UTE: SU~ Y LINE K • L FOR I 1/:2" DIAMETER PIPE AND SMALLER ( ALL PIPE TO eE PU"'1"LE IN COLOR) Fe, ALL euPtfED FIPE ue1NG RECYCLED WATEl't SHALL eE INSTALLED AS FURPLI! Fri"!!!. I '----------CONTl"OL VALVE SIZE VALVE STUe-OUT FOl't FUTU!iilE SLOl"E • APPROVED FOR PL,ANTING 'AS BUILT' AND IRRIGATION ONLY, IL-1 INCLUDING PRECISE TITLE DATE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY L(JCATION OF PLANTING REVIE'-'ED BY, APPROVED AREAS. ENGINEERING PLANCHECKER DATE INSPECTOR DATE 12/17/04 GDG A ENHANCED PLANTING AND IRRIGATION REVISIONS. ""·ZL• ~ w CITY OF CARLSBAD w 3· ~S' '11(-,,.~ •.1-:; 3 PLANNING DEPARTMENT 3 I ~PROVEMENT Pl.ANS FOR: EL FUERTE PARKWAYS AT BRESSI RANCH APPROVED II) 3-31~ •·-ASSISTANT PLANNING DIRECTOR DATE OWN BY: "° I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION CT00-06 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RV'-'D BY, 402-4L LENOS-A-EF ! I 2 ., .. lfl·"--c,,.._-.,1'-~ ITC IN '1'1.llfl .,,..,... 11" fl/• ,-.,,,.._-.,,._ .UIL0kll at fll!HCl!6 6 1 t/-11011UJ,4Lf<I, CUfl96, i-11: ..-♦ t VA C lirll:>6 (D ~~~a,, (j) ~ .....,..,_ ® l'"INl9M GIIMOE @ ~ 6CH. "4e l'T'falT aL.L ® TII IN LA'T1!7'AL LN! f9~ © v.t• X 21 80-I. _, 19VC NI~ ® 1n•xa1 1C1-LM,-.,..CN~ @ 112" 1'1119 X ,..,. ICH. .... , U ELL (2 N!QJNCJ 6 11 POP-UP SPRAY HEAD Nl:XT to l-!A~5CAFI: (D ® @ G) @ N!CT,,t"-DOH ¥ 'P'I..AITIC VALW: 1!10)( ~E IN COLOIIII: "'°" ~ WA,..,., ~ ae (I) c:uarc l'OOT UITI-I &TATlc:::t\l NLl"leEIII: ~ ON LID ~ ,., ... Cl'l.l!I IED !IIIOO(. 8U"P l!l-l!CTlll:IC Pel kJiE ~ Y,,liLY9 ,...,..._ l"YC LATBML LNI (j) @ @ .-VC: IQ.I 11111 fll:llll!fll, LeNGTM Al N!QJl,-P. TI-E !118Eflt 614ALL 1!11! ONE NOMINAL ,-i,-f! 81%!! L~ ti-JAN Tl-I!: IJIZf! CF TME VAL"1!. .-VC MALI! A.OAfl'T~ ('1'\Lt) ~J ,-ye MAIN Lrte ,-i,-e REMOTE CONTROL VALVE WITI-! Fl'<l:eSUl'<I: 1'<1:GiULATING Fl:A TUI'<!: (D 1•• fllOl,Np V"1..V9: 90)( ~ JN COl..0111: l"o,t IIIICYLIP 114,..,. A_ 19\oe ICM. N} NI..._. WITH LOCKING 90L. T LID \JI Q:) PINl61-1 ClflLIID!: ® J, CU. PT, C~ 9'00(.,... ® QJICK c:olJPILIHtl V.AL~ ~ "!1,,M,ADl!tJ Nll"'l-t..l ICM N ©II .... ~YLII« 0 ICH.OW,CiALY.M1 6TAl<l!WITI-1(2) efl'IIU«J.l!lft T.18' @w--vc 8TMeT 1!LL (2 N!GIJND) ecMM (i,)l"YC T1!I! Hal'e, QUICK ~ VAL YI& IH"LL IOI! a,, A T"lft -POIIII 911ECYc.Ll!P WA~ UH. @ QUICK COUPLING VALVE 81 CIIA.CLlll.e~Leve aorta-! TO eE FLAN!:P AND CQolTAC'T T~QPl=i I llllliEIIPFL.YLltE IIALL VAL. VI! WITH flCIIN:> H,,llrNDLI: (j) eL.1.-X Ml~ 6CM. o4.o ,-ye AD~ I CJ...,._ MIN. CIIIA\ll!L eACt(IIILL (2 f@Gl,llflllEC) ~ I MIiie 81.PP'L 'T' LN! ISOLATION VALVE 2 1/2" AND eMALLcl'< fllllCl',11 I 4lt .-.....ST1C VAi.Yi' .!90X :-J.IIIILI! IN CQ..c,tll flCIII. N!CY'U!P IMl6.TWfl -- I I ... ~YL.INI! flllt.a1 ec.,JfU:. l"\4iU! AD...,.Ollt (2 fll!l!GIUIN!D) @ (j) fll"wC l9PI: T'O M.Af5'i"B'lll V.Al..\1! J/4" Clllil9Hl!P flllX:t( ~ (GINI! 0.l!!IIC POOT J NOTI• l!Glln-Ml!NT ~ HAVE A MiNfi'1.11'1 C:. 4R Cj. E 0Ptxtc2: flllllll0M TI-I! 90TTO""I C1!-Tl-le!: VAL.YE 1!!10X LIP. ® BASKET STRAINER (D Pl'IIIH CIIIW>II! ® ~ '=~~,,:,'n!k.,.,, r-:;'\ N!CTAf,,dULAflt VAL.VI! l!!IOX \c,/ fl'IJfllP"LE IN COLOllt 11'0111 Pll!C:'T1.SD WA TIIIII: @ 6Pl'AN! Wl!IIE LAeEL 0\ CONT.-:,1. ANDIO!llt CG11'11'10N Wlflll!, Cl l'IIEPIElt ro &flll!CIPICATIGt-1& (D Pl'IIIH- @ LA'TBllt.AL. LN! i @ ~ Wlflll!I @ I I ..... ...,,...._y LNI r';\ CLl!AN l!l,40Cl'U /£\ """I> _,,,,IH<I, ~ ~ TO a,,e:c:PIC,4Ttc:ffe> ~ (fll!!ll'lelt TO 8A!CPIC.4TICINI) IN6TALL. ALL CClNn.oL. WIN: ON THI: 1.t401!M101: ()II Tl-8 I I Nllflll: II.Pl-LY LNL TRENCH ING Q) SPARE WIRE ROX FOi'< ll'<l'<iG~ CONTl'<OL , COMMON Wll'<I: (ON!: Sl-!OWNJ ([) IN LANDSCAFI: Afl<l:AS •O::s•/'""'4 .. : , ..... -• : ••• 1 :-4-;--.;.,". . . .. ' ., .. •• CD eiealflll\C)I! t:::'\. LA'TP:.AL LIN!! \,t,/ <rN fll'\IC 6CH NI 61..DVE> @ CGIN'1lllCL llll!llii!l=e (IN f"VC 90ol N et.~) TRENCH ING UNDl:I'< Vcl-!ICLI: PAVING © CLEAN IANC l!IACkPft.L ~II 111 .. ~YLNt: ~ {IN l""VC &cl-I 111D 6U!l!VEJ @ Pl'IIIHIIUN¼CI! NEWSHEET ID-1 AP:PROVED FOR PLANTING 'AS BUILT' AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY LClCATION OF PLANTING REVIEw'ED BY• APPROVED AREAS. ENGINEERING PLAN CHECKER DATE INSPECTOR DATE oi-z.,,t HIE? w CITY OF CARLSBAD ~ '\--~ A► 4 PLANNING DEPARTMENT 3 IMPROVEMENT PLI\NS FOR: EL FUERTE PARKWAYS AT BRESSI RANCH - APPROVED I ~ 3-:3/-...., ASSISTANT PLANNING DIRECTOR DATE DWN BY: FS I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL. CHKD BY: ENGINEER OF WORK RE'VISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVw'D BY, CT00-06 402-4L lENOMEF • lltR[(;ATION Sl'E(;IFICA TIONS l'AltT 1 • GENERAL CONDITIONS 1. 1 Description: A. Work Included: Provide all labor, materials, transportation, and services necessary to furnish and install irrigation systems as shown on the drawings and described herein. 1.2 Quality Assurance: A. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of articles used in this contract furnish directions covering points not shown in the drawings and specifications. B. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations or requirements of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. C. Explanation of Drawings: 1 . Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. 2. The word Landscape Architect as used herein shall refer to the Owner's authorized representative. 3. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. 4. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences, or discrepancies in area dimensions exist that might not have been considered in the irrigation design. Such obstructions or differences should be brought to the attention of the Owner's authorized representative. In the event this notification is not performed, the irrigation contractor shall assume full responsibility for any revisions necessary. 1.3 Submittols: A Material List: 1. The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the drawings and specifications. No substitution will be allowed without prior written approval by the Landscape Architect. 2. Complete material list shall be submitted prior to performing any work. Material list shall include the manufacturer, model number, and description of all materials and equipment to be used. Copies of catalog information shall not be substituted for the materials list, ond will be re;ected as unacceptable. 3. Equipment or materials installed or furnished without prior approval of the Landscape Architect may be re;ected and the Contractor required to remove such materials from the site at his own expense. 4. Approval of any item, alternate, or substitute indicated only that the product apparently the requirements of the drawings and specifications on the basis of the information or samples submitted. 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Record Drawings: 1. The Contractor shall provide and keep up to dote a complete "record" set of blue line ozalid prints which shall be corrected daily and show every change from the original drawings and specifications and the exact locations, sizes, and kinds of equipment. These drawings shall also serve as work progress sheets and shall be the basis for measurement and payment for work completed. This set of drawings shall be kept on the site and shall be used only as a record set. 2. The Contractor shall make neat and legible annotations thereon doily as the work proceeds, showing the work as actually installed. These drawings shall be available at all times for inspection and shall be kept in a location designated by the Landscape Architect. 3. Before the dote of the final inspection, the Contractor shall transfer all information from the record prints to a sepia mylar or mylar procured from the Landscape Architect. All work shall be neat, drawn in waterproof ink by a technical ink pen designed specifically for use on mylar material. Work completed in felt tip pen or ball point pen will be re;ected because of the non-permanent nature of both devices. All work shall be subject to approval by the Landscape Architect. 4. The Contractor shall dimension from two permanent points of reference the location of the following items: a. Connection to existing water lines b. Connections to existing electrical power c. Gate valves d. Routing of pressure main line pipe e. Sprinkler control valves f. Routing of control and common wire g. Quick coupling valves h. Other related equipment as directed by the Landscape Architect. 5. On or before the date of the final inspection, the Contractor shall deliver the corrected and completed my/ors to the Landscape Architect. Delivery of the mylars will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the prints he compiled at the site. C. Controller Charts: 1. Record drawings shall be approved by the Landscape Architect before controller charts are prepared. 2. Provide one controller chart for each controller supplied. 3. The chart shall show the area controlled by each automatic controller and shall be sized as designated by each automatic controller or as designated by the Owner's authorized representative. 4. The chart is to be a reduced drawing of the actual record drawings. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be readable when the controller chart is completed. 5. The chart shall be a blockline or blueline ozolid print and a different color shall be used to indicate the area of coverage for each control valve station. 6. When completed and approved, the chart shall be sealed by a plastic laminating process. The plastic ,, .· laminating sheets shall be a minimum of 10 mil. thickness each. D. Operation ond Maintenance 1. Prepare and deliver to the Landscape Architect within ten calendar days prior to completion of construction, two hard cover binders with three rings each containing the following information: a. Index sheets stating Contractor's address and telephone number, list of equipment with names and addresses of local manufacturer's representatives. b. Catalog ond parts sheets on every material and equipment installed under this contract. c. Guarantee statement (Section 1.05). d. Complete operating and maintenance instructions on all ma;or pieces of equipment. 2. In addition to the above mentioned maintenance manual, provide the Owner's maintenance personnel with instructions for ma;or equipment and show evidence in writing to the Landscape Architect at the conclusion of the project that this service has been rendered. E. Equipment to be Furnished: 1. Supply as port of this contract the following tools: a. Two sets of special tools required for removing, disassembling, and adiusting each type of sprinkler and valve installed under this contract. b. Two five-foot valve keys for operation of gate valves (as required). c. Two keys for each automatic controller or enclosure. d. Six quick coupler keys and matching hose swivels for each type of quick coupling valve installed. 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of the pro;ect. Before final inspection can occur, evidence that the Owner has received material must be shown to the Landscape Architect. 1.4 Product Protection, Storage, and Handling: A. Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise care in handling, loading, unloading, and storing of PVC pipe and fittings. All PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subiect it to undue bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discorded, and if installed, shall be replaced with new piping. 1.5 Analysis of samples and tests: None. 1.6 Guarantee: A. The guarantee for the sprinkler irrigation system shall be mode in accordance with the attached form. The general conditions and supplementary conditions of these specifications shall be filed with the Owner or his representative prior to acceptance of the irrigation system. B. A copy of the guarantee form shall be included in the operations and maintenance manual (Section 1.03, D). C. The guarantee form shall be re-typed onto the Contractor's letterhead and contain the following information: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler system we have furnished and installed is free from defects in materials and workmanship, ond the work has been completed in accordance with the drawings ond specifications. We agree to repair or replace any defects in material or workmanship which may develop during the period of one year from the dote of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects of no additional cost to the Owner. In the event of our failure to make such repairs or replacements within a reasonable time ofter receipt of written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements made of our expense and we will poy the costs and charges therefore upon demand. (The above statement is to be followed by the pro;ect name, location, signature, address, and telephone number of Irrigation Contractor, in addition to the dote of acceptance). PART 2 • MATERIALS 2. 1 General: Use only new materials of brands and types noted on the drawings, specified herein, or approved equals. A. PVC pressure Main Line Pipe and Fittings: 1. Pressure main line piping for sizes 2-inches ond larger shall be PVC Class 315. 2. Pipe shall be made from on NSF approved Type 1, Grade 1, PVC compound conforming to ASTM resin as specification D 1784. All pipe must meet requirements set forth in Federal Specification PS-22-70 (Solvent Weld Pipe) with on appropriate standard dimension (S.D.R.) 3. Pressure main line piping for sizes 1 and 1 /2 inch and smaller shall be PVC Schedule 40 with solvent welded ioints. 4. Pipe shall be mode from NSF approved Type 1, Grode 1, PVC compound conforming to ASTM resin specification D 1785. All pipe must meet requirements as set forth in Federal Specification PS-21-70 (Solvent- Weld Pipe). 5. PVC solvent-weld fittings shall be Schedule 40, 1-2, 7 7 -7 NSF approved conforming to ASTM test procedure D2466. 6. Solvent cement and primer for PVC solvent-weld pipe and fittings shall be of the type and installation methods prescribed by the manufacturer. 7. All PVC pipe must bear the following markings: a. Manufacturer's name b. Nominal pipe size c. Schedule or class d. Pressure roting in PSI e. NSF (National Sanitation Foundation) approval f. Dote of extrusion 8. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. schedule and NSF seal of approval. B. PVC Non-Pressure Lateral Line Piping: 1. Non-pressure buried lateral line piping shall be PVC class 200 with solvent-weld joints. 2. Pipe shall be made from NSF approved, Type 1, Grade II, PVC compound conforming to ASTM resin specification DJ 784. All pipe must meet requirements set forth in Federal Specifications PS-22-70 with on oppropriote standard dimension ratio. 3. Except as noted in paragraphs 1 of 2 of Section 2.01 C, al/ requirements for non-pressure lateral line pipe ond fittings shall be the same as for solvent- weld pressure main line pipe and fittings as set forth in Section 2.01 B of these specifications. C. Brass Pipe and Fittings: 1. Where indicated on the drawings, use red brass screwed pipe conforming to Federal Specification WW-P-351. 2. Fittings shall be red brass conforming to Federal WW-P-460. D. Galvanized Pipe Fittings: 1. Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel screwed pipe. 2. Fittings shall be medium galvanized screwed beaded malleable iron. Galvanized couplings may be merchant coupling. 3. All galvanized pipe and fittings installed below grade shall be painted with two coots of Koppers 50 Bitumostic. E. Gate Valve: 1. Gate valves 3-inches and smaller shall be 125-lb. SWP bonnet, non-rising stem and solid wedge disc, hove bronze wheel handle threaded ends, and be equipped with bronze gate valve with screw-in. 2. Gate valves 3-inches and smaller shall be similar to those manufactured by Nibco or approved equal. 3. All gate valves shall be installed per installation detail. F. Quick Coupling Valves: Quick coupling valves shall have a brass two-piece body designed for working pressure of 150 PSI operable with quick coupler key. Key size ond type shall be as shown on plans. G. Backflow Preventer Unit: 1. Bockflow prevention units shall be of size and type indicated on the irrigation drawings. Install the backflow prevention units in accordance with the irrigation construction details. 2. Wye strainers at backflow prevention units shall hove a bronzed screwed body with 1 00 mesh mane/ screen ond shall be similar to Bailey 1 DOA or approved equal. H. Check Valves: 1. Swing check valves 2-inches and smaller shall be 200 lbs. WOG bronze bronze construction and replaceable composition, neoprene or rubber disc, and shall meet or exceed Federal Specification WW-V-51 D, Closs A, Type IV. ENGINErn's SIGNMUR-RFQIJIRED 01,1 P1\GE 1 mLY APPROVED Ef,GINEERINC PLANCHECKER 2. Anti-drain valves shall be of heavy-duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel with Buna-N seals. Valve shall be field od;ustoble against drowout from 3 to 40 feet of head. Anti-drain valve shall be similar to the King Bros. "CV'' series or approved equal. I. Control Wiring: 1. Connections between the automatic controllers ond the electric control valves shall be made with direct burial capper wire AWG-U.F. 600 volt. Pilot wires sharing the same automatic controller shall be the some color. Common wire shall be white in color with a stripe to match the pilot wires with which if is circuited on the same controller. Provide different colors for each control/er installed on the same pro;ect. Install wire in accordance with valve manufacturer's specifications and wire chart. In no case shall wire size be less than # 14. 2. Wiring shall occupy the some trench and shall be installed along the same route as pressure supply or lateral lines wherever possible. 3. Where more than one wire is placed in a trench, the wiring shall be toped together at intervals of ten feet. 4. An expansion curl shall be provided at each wire connection. Expansion curl shall be of sufficient length at each splice connection at each electric control valve so that in case of repair, the valve bonnet may be brought to the surface without disconnection of the control wires. Control wires shall be laid loosely in trench without stress or stretching of control wire conductors. 5. All splices shall be made with Rainbird ST-03UL Snap-Tite wire connector with PT /S5 sealer or approved equal. Use one wire connector per wire splice. 6. Field splices between the automatic controller and electric control valves will not be permitted without prior approval of the Landscape Architect. J. Automatic Controller: 1. Automatic controller shall be of size and type shown on the drawings. 2. Final location of automatic control/er shall be approved by the Owner's authorized representative prior to installation. 3. Unless otherwise noted on the plans, the 120-volt electrical power to the automatic controller location shall be furnished by others. The final hook-up of the automatic controller to the 120-volt power source shall be the responsibility of the irrigation contractor. K. Electric Control Valves: 1. Electric control valves shall be of the size and type shown on the drawings. 2. Unless otherwise noted on pion or construction details, all electric control valves shall have a manual flow odiustment. 3. Provide ond install one control valve box for each electric control valve. 3. Coordinate installation of sprinkler irrigation materials, including pipe so there shall be no interference with utilities or other construction or oifficulty in planting trees, shrubs, and groundcovers. 4. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the sprinkler irrigation system. APPROVED }'OR PLANTING 1\ND IRRTG.~TION ONLY, IKCLUDlNG PRECISE LOCATION OF PLANTING AREAS. •' n, I . 2/ 4 * Doti; IS-1 0 AS BUIL T0 DATE l---+--+-----------1-----t--+---t----t I sr7E5ET I CITY OF CARLS BAD PLANNING lll~ARTM~Nl :=='....=========::::'....::::===: SHFTTS 33 IMPROVEMENT PLANS FOR: EL FUERTE PARKWAYS AT BRESSI RANCH 1----+----+----------------+---t----t--_ __,__ _ __, P ~>IRC'-'=.,. -"f_ ~✓~l~,~~~~------~2,S=-03 DATE INIT /IL DATE INITIAi_ DA.TE i~JITAL ENGINEC.Fi Of-WORK REVISION DESCRIPTION 21TY APPROVAi I I r,SSISTA'H P AN~U,G DIRECTOR DATE DWl•J DY: ~ION~--, CHKD BY:---, R\/\A/D 3Y: PROJ[CT NO. CT 00-06 DRP,WlfJG f,J'.l. 402-4L LEN05-A-EF 100803 I 3.2 Preparation: A. Physical Layout: 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing, and location of sprinkler heads. 2. All layout shall be approved by Landscape Architect prior to installation. B. Water Supply: 1. Sprinkler irrigation system shall be connected to water supply points of connection as shown on drawings. 2. Connections shall be mode at approximate locations as shown on the drawings. Contractor is responsible for minor changes caused by actual site conditions. C. Electrical Supply: 1. Electrical connections for automatic controller shall be mode to electrical points of connection as shown on the drawings. 2. Connections shall be mode at approximate locations as shown on the drawings. Contractor is responsible for minor changes caused by actual site conditions. 3.3 Installation: A Trenching: 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to even grade. Trenching excavation shall follow layout indicated on the drawings and as noted. 2. Provide for a minimum cover of 18-inches for all pressure supply lines. 3. Provide for a minimum cover of 12-inches for all non-pressure lines. 4. Provide for a minimum cover of 18-inches for all control wiring. B. Backfilling: 1. The trenches shall not be backfilled until all required tests ore performed. Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loom, sandy cloy, sand or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent undisturbed soil in planting areos. Backfill will conform to adjacent grades without dips, sunken areas, humps, or other surface irregularities. 2. A fine granular material backfill will be initially placed on oil lines. No foreign matter larger than I /2-inch in size will be permitted in the initial backfill. 3. Flooding of trenches will be permitted only with approval of the Landscape Architect. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn, or planting, or other construction as necessa,y, the Contractor shall make all required adjustments without cost to the Owner. C. Trenching and Backfill Under Paving: J. Trenches located under areas where paving, aspholtic concrete or concrete will be installed shall be backfilled with sand (a layer six-inches below the pipe and 3-inches above the pipe), and compacted in layers to 95% compaction, using manual or mechanical tamping devices. Tranches for piping shall be compacted to equal the compaction of the existing adiacent undisturbed soi/ and shall be left in a firm unyielding condition. The sprinkler Irrigation Contractor shall set in place, cap, and pressure test all piping under paving prior to the paving work. 2. Generally, piping under existing walks is done by jacking, boring, or hydraulic driving, but where any cuffing or breaking of sidewalks and/or concrete is necessary it shall be done and replaced by the Contractor as part of the contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained from the Landscape Architect. No hydraulic driving will be permitted under new concrete paving. D. Assemblies: J. Routing of sprinkler irrigation lines as indicated on the drawings is diagrammatic. Install lines (and various assemblies) in such a manner as to conform with the details per plans. 2. Install no multiple assemblies on plastic lines. Provide each assembly with its own outlet. 3. Install all assemblies specified herein in accordance with respective detail. In absence of detail drawings or specifications pertaining to specific items required to complete work, perform such work in accordance with the best standard practice with prior approval of the Landscape Architect. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before installation. Installation and solvent-weld methods shall be as recommended by the pipe and fitting manufacturer. 5. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape, or approved equal, shall be used on all threaded PVC to PVC, and on all threaded PVCto metal joints. Light wrench pressure is all that is required. Where threaded PVC connections ore required, use threaded PVC adapters into which the pipe may be welded. E. Une Clearance: All lines shall have a minimum clearance of 6 inches from each other and from lines of other trodes. Paro/le/ lines shall not be installed directly over one another. F. Automatic Controller: Install per manufacturer's instructions. Remote control valves shall be connected to -controller in numerical sequence as shown on the drawings. Q; High Voltage Wiring for Automatic Controller: 1. 120-volt power connection to the automatic controller shall be provided by the Irrigation Contractor. 2. All electrical work shall conform to local codes, ordinances, and union authorities having jurisdiction. H. Remote Control Valves: Install where shown on the drawings and per detail. When grouped together, allow at least 12 inches between valve boxes. Install each remote control valve in a separate valve box. I. Flushing of System: I. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work hos been completed, and prior to installation of sprinkler heads, the control valves shall be opened and a full head of water used to flush out the system. 2. Sprinkler heads shall be installed only after flushing of the system hos been accomplished to the complete satisfaction of the Landscape Architect. J. Sprinkler Heads: 1. Install the sprinkler heads as designated on the drawings. Sprinkler heads to be installed in this work shall be equivalent in all respects to those itemized in the irrigation equipment legend. 2. Spacing of sprinkler heads shall not exceed the maximum as indicated on the drawings. In no case shall the spacing exceed the maximum recommended by the manufacturer. 3.4 Temporary Repairs: The Owner reserves the right to make temporary repairs to keep the sprinkler system equipment in operating condition. The exercise of this right by the Owner shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. 3.5 Existing Trees: Where it is necessary to excavate adiacent to existing trees, the Contractor shall use all possible care to avoid iniury to trees and tree roots. Excavation in areas where 2-inch and larger roots occur shall be done by hand. All roots 2-inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than 2 inches in diameter, the wall of the trench adiacent to the tree shall be hand trimmed, making clean cuts through. Roots 1 /2 inch and larger in diameter shall be pointed with two coats of tree seal, or equal. Trenches odiocent to trees should be closed within 24 hours, and where this is not possible, the side of the trench odiacent to the tree shall be kept shaded with burlap or canvas. 3.6 Field Quality Control: A. Adiustment of the System: 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways, and buildings as much as possible. 2. If it is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage, the Contractor may also include changes in nozzle sizes and degrees of arc as required. 3. Lowering raised sprinkler heads by the Contract shall be accomplished within ten days after notification by Owner or Landscape Architect. 4. All sprinkler heads shall be set perpendicular to finished grade unless otherwise designated on the plan or as required for proper coverage (slopes, etc.). B. Testing of Irrigation System: 1. The Contractor shall request the presence of the Landscape Architect in writing at least 48 hours in advance of any testing. 2. Test all pressure lines under hydrostatic pressure of 150 PSI and prove watertight. Note: Testing of pressure main line piping shall occur prior to installation of electric control valves or quick coupling valves. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 psi and proved watertight, prior to paving. 4. Sustain pressure in tested lines for not less than two hours. If leaks develop, replace ioints and repeat test urtil entire system is proven watertight. 5. All hydrostatic tests shall be mode only in the presence of the Landscape Architect. No pipe shall be backfilled until it has been observed, tested, and approved in writing. 6. Contractor shall furnish force pump & all other test equipment necessary. When the sprinkler irrigation system is completed, perform a coverage test in the presence of the Landscape Architect to determine if the water coverage for planting areas is complete and adequate. Furnish all materials and perform all work required to correct any inadequacies of coverage due to the deviation from plans, or where the system hos been willfully installed as indicated on the when it is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accomplished before any groundcover is planted. 8. Upon completion of each phase of work, the entire system shall be tested and adiusted to meet site requirements. 3.7 Maintenance: A. The entire sprinkler irrigation system shall be under full automatic operation for a period of seven days prior to any planting and for 90 days after inspection to begin maintenance period. B. The Landscape Architect reserves the right to waive or shorten the operation period. 3.8 Cleon-up: Clean-up shall be mode as each portion of work progresses. Refuse and excess dirt shall be removed from the site. All walks and paving shall be broomed or washed down, and any damage sustained on the work of others shall be repaired to original conditions. 3. 9 Final Observation Prior to Acceptance: A. The Contractor shall operate each system in its entirety for the Landscape Architect at the time of final not acceptable by the qualified observer shall be reworked to the inspection. Any items deemed ecomplete satisfaction of the Landscape Architect. B. The Contractor shall show evidence to the Landscape Architect that the Owner has received all accessories, charts, record drawings and equipment as required before final observation can occur. 3. 10 Observation Schedule: A Contractor shall be responsible for notifying the Landscape Architect in advance for the following observations according to the time indicated: I. 2. 3. 4. 5. 6. 7. 8. Pre-;ob conference -7 days. Pressure supply line installation and testing - 48 hours. Automatic controller installation -48 hours. Control wire installation -48 hours. Lateral line and sprinkler installation - 48 hours. Coverage test -48 hours. Observation to begin maintenance period - 7 days. Final Observation -7 days. B. When observations hove been conducted by other than the Landscape Architect, show evidence of when & by whom these observations were mode. C. No observation will commence without record drawings. In the event the Contractor co/ls for on observation without record drawings, without completing previously noted corrections, or without preparing the system for observation, he shall be responsible for reimbursing the Landscape Architect at the rote per hour (portal to portal) plus transportation costs, for the inconvenience. No further observations will be scheduled until this charge has been paid. END IS-2 HAS BUIL TH TITLE _______ _ DAil ENGl11EER'S Sl(;NA""IJRE REQJIRED CH P/,GE I ONLY APPROVED APPRO\lED FOR PLANTING AND IRRIG~A.TION ONLY, INCLlJDTNG PRECISE LOC ATTON OF PL,,A.N'l'ING 1\REAS. REVIE\,ED BY * • . 212 .. ~~IGiNEERING PLP.NCHECKER DATE H,SPlC I UR l----+---+------------l---l---1--.j__---l~6 CITY OF C.A.RLSB"A.D I SH3E3ETS I ~ PLANNING DEPARTME~T ~====-'.:::::===================='....:::::::::~ IMPROVEMENT Pl.ANS FOR, DATE INl'IIAL DATE INITIAL DATE l<\IITIA.L [I\IGIN[CG OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EL FUERTE PARKWAYS AT BRESSI l?ANCH DWN BY: ICi PROJECT NO. CHKD 3Y: __ _ R\/1,/D BV, CT 00-06 I i DR~WING NO. 402-4l LEN05-A-EF 100803 I I i I ! ! PLANTING LEGEND Symbol lotanicaf Name SHRUBS m@ Ence/ia co/ifomica ~ Hemerocallis sp. ' / I , : •: •:.; • T rochelospermum josminoides I ! I I ' I I I London Plane Tree Common Name Ca/ifomia Encelia Evergre5'i,)ir;Jow Star Jasmine u..__ F:::.::-./ I I I ~~t- ~5\7 ~~ 36" box std. 8' clear. Size & Comments 1 go/ @ 36" o.c. 1 gal @ 30'' a.c. 1 gal@ 18" o.c. MU Lotus scoparius Deerweed 1 gal @ 24' o.c. ffi3jj RhoP,hiolepis indica Indian Hawthorn 1 go/ @ 36" o.c. -'Jock Evans' rf»»!!:;1/)!:!"fill!!!:~i)j~Rvo~sm._,j:?r'(St~~ustl:!rg~t~!ll!~c('i,n--=a,-..Jlis,,__,~,-.,,,--...v"'V--<v'""'v-'«v"-'---,...--....r-1 y.9.:::,_al, 24" o.c___,.------. f'K,. @) Lavandula Angustifo ia English Lavander 1 gal @ 1 B" o.c. ~ 'Munstead' @ Roso Meidland-Red Carpet Rose 5 gal @ 24" o.c. Symbol lotanical Name Common Name GROUNDCOVERS ~•.~};·F~ Festuca arundinacea Marathon lie Sod CONSTRUCTION SCHEDULE: I KEY I DESCRll'TION I SPECIFICADON• I MANU./SUPPUER I DETA/l llEF. I 1.0 Hardscape 1.1 Concrete Walkway Color. Naturally Coloied NCO.I Finish: Medium Broom Finish Noles: Tooled Joints. Expansion Joints every 20'. 2.0 Miscellaneous 2.1 Street Ught Per Engineers Orowfngs 2.2 fire Hydrorrt Per Engineer's Drawings 2.3 Guardrail Per Engineer's Drawings 2.4 Storm Drain fasement Per Engineets Drawings Notes: @ Indicates Shrub Count 7o+oo --+--- -------·--v/(:(1•--·-r~€1-\;/ ® i 11+00 -Plant quantities shown on plan ore approximate, and included for contractors convenience and reference only. Contractor is responsible to provide all plant material required to conform to specified plant spacing. Indicates Tree Quantity -Barie Mulch: [:3-/ndicates Tree Type -EI3-/ndicates Tree Size The contractor is to provide 3" deep medium grind redwood chips in all shrub and ground cover areas except in area to receive hydroseed as indicated on the plans. Submit a sample for Landscape Archited and City lnspedor approval prior to bulk delivery to jobsite. Available from: Recycled Wood Products (714) 841-6989. -Root Ba"iers: The Contrador is to provide root barriers for all trees planted within 5'-0" of any hardscape including 'V' ditches and entry monuments. Root barrier depth to be min. 24" and run continuous along curb, sidewalk, 'V' ditch and/or monument at a minimum of 1 O' from the center of the tree in both directions. -Arbor Guards: Install "Deep Root" arbor guards to all trees planted in turf areas installed per manufadurer recommendations. -Soil Preparation Refer to planting specifications for soil preparation notes. -Hedera Helix Hahnii: Hahns Ivy in flats @ 12" o.c. to occur under all shrubs. -Tree Canopy: All trees to hove a minimum canopy height of 8' measured from street paving. Legend ~ Construdfon Callout Expanaion Joint Note•: 1. Place exponslon joints befween building and ad/ocent paving; curb and adjacent paving; ond wall and ad;ocent paving. 2. Alf expansion foints or wall adjacent paving io be cut masffc and 6ne sond applied. See detail 'A' sheet CD-1. Detoll Callout D/CD-2 ~ ~ Sheet Referena, ,,_ --Detof/ Letter ' CA~ /' ~-.x,_...,,._,,-~ • KEYMAP N.T.S. ENGINEER'S SIGfJA TURE REQUIRED CN PACL 1 ONLY APPROVlO c.NGINE[RING Pl_/\~ICHEC-<ER DATE 1-\PPROVED FOR PLANTING AND IRRIGATION ONLY, INCLlJDING PRECISE LOCi\TTON OF' PLAN'I'lNG ARF.1\S. PP-10 0 10 20 SO\lf: 1'=20' \ \ 40 \ \ \ \ HAS BUil TH ---------~ RFVTF'wFD BY, WSPECT □R PP-1 DATE DATE 04 07 04 GOG A ENHANCED PLANTING AND lRRIGATION REVISIONS. w w 1-----~+--+-------------I----I----I----I------I SH7F7FT C TTY OF C A.RLS BAD sH31c3ETS Pl ANNING DEPARTM[NT ~~========::::::::::::=========:..====! IMPROVEMENT PLANS FOR: EL FUERTE PARKWAYS AT BRESSI RANCH APPROVF _ _____!~~~ .,,..___ ____ lf~ ASSISTANT rLANNING DIRECTOR DATE DATE INITIAL [N G!N[[R OF WORK D/l,TE INITIAi REVISION DESCRIPTION DA TF INITIAL □TsER APPR□VAc CITY APPROVAL LJWN l:JY: C'7KD BY: __ _ RV\./D BY, PROJECT NO. CT00-06 ( I DRAWING NO. \ _ 402-4L l£N05-A-EF ......._, ......._, ) PLANTING LEGEND ..:,S~ym~bol~__,Bc"'o~-t:a~n,,,•~·ca:~I :::N:;a'=m'::•~:::;::::::::;:::::::::::=::::~C~o~m='.m~o=n~N:::a~me=:'.:::::::=::'.S;'iz::•:;::::&::;:C:::o~m~m,,,ents=": TREES , ,---.,...-..,.,........,, ~ -1 P/atanus acerifo/ia London Plane Tree 36" box std. 8' clear. Symbol SHRUBS ™ ~ SotankalName Ence/ia califomica Hemerocallis sp. T rachelospermum ;asminoides Lotus scoparius RhaP,hiolepis indica Common Name Size & Comments California Encelia 1 gal @ 36" o.c. EvergreB'W,n~ow 1 gal @ 30" o.c. Star Jasmine 1 gal@ 18" o.c. Deerweed 1 gal @ 24" o.c. Indian Hawthorn 1 gal @ 36" o.c. MiM 6:ffl H)~i)~i»~! 'Jack Evans' Rosmarinus officinalis 'Prostratus' ,,-...,,-"/'y~-/"v--v-'--.,_,..-.._,,.;-..1::::,ga:::.:/-.::;;@24"0,__.c."'V"-.... A ® @ Lavandu a Angus ifo m 'Mun stead' Rosa Meidland-Red Symbol Botanical Name GROUNDCOVERS f;.:'i;';·rd Festuca arundinacea English Lavander Carpet Rose Commo Marathon lie CONSTRUCTION SCHEDULE: KEY I Dl!SClllf'r/ON I .0 Han:/s,;ape I. I Concrete Walkway 2.0 Miscellaneous 2.1 Street Ught 2.2 fire Hydrant 2.3 Guon:lroil 2.4 Srorm Drain Easement I SPECIFICATION• Color: Nawrally Colored finish: Medium Bmom Finish Notes: Tooled Joints. Expansion Jo;ms every 201• Per Engineers Drawings Per Engineer's Drawings Per Engineets Drawings Per Engineer's Drawings 1 gal@ 18' o.c. 5 go/ @ 24' o.c. Sod I /IIIANU./SUPl'I.IE/1 I DETAIL REF. I A/CD-I I . I _____ _.,,,. \ ------~~----~----------~ -- Notes: @ Indicates Shrub Count Plant quantities shown on plan are approximate, and included for contradors convenience and reference only. Contrador is responsible to provide all plant material required to conform to specified plant spacing. Indicates Tree Quantity Barie Mulch: ~Indicates Tree Type -EB-Indicates Tree Size The contractor is to provide 3" deep medium grind redwood chips in all shrub and ground cover areas except in area to receive hydroseed as indicated on the plans. Submit a sample far Landscape Archited and City lnspedor approval prior to bulk delivery to ;obsite. Available from: Recycled Wood Products (714) 841-6989. Root Barriers: The Contractor is to provide root barriers for all trees planted within 5'-0" of any hardscape including 'V' ditches and entry monuments. Root barrier depth to be min. 24" and run continuous along curb, sidewalk, 'V' ditch and/or monument at a minimum of 10' from the center of the tree in both directions. ,..-,~ . p('\,/-----, .• ,,,.,..,.._,--:;::::'.'j27(r,-'""'-'-c:;_··-" .. -·"'·' .,---· - __ .. -~-:~·:_ ~/- '-'',J ,,._:.-~- /_,.~"-- .,,.,., ,.---__ ,,. , -- --- PP-10 0 JO 20 -_.,,,,. _.,,,,. / 40 PP-2 -Arbor Guards: KEYMAP SCALE: l'-2Q Install "Deep Root" arbor guards to all trees planted in turf areas installed per manufacturer recommendations. -Soil Preparation Refer to planting specifications for soil preparation notes. -Hedera Helix Hahnii: Hahns Ivy in flats @ 12" o.c. to occur under all shrubs. -Tree Canopy: All trees to have a minimum canopy height of 8' measured from street paving. Legend ~ Construction Callovr Expansion Joint Notes: l. Place expansion joinls be/ween building and adjacent paving; curb and adjacent paving; and wall and ad;acent paving. 2. AJI expansion jofnls or wall ad;ocent paving to be cut mastic and fine sand applied. See detail 'A' sheet CD-I. Detail Caffout D!CD-2 \" \ .. .._ Sheet Reference ,..___Detail Letter ~~- ' ~ . ,A .!;. . ,! ~x: "" . -' ; . \l'-"-,1',laii, £; j .. "i'i \.::. .. ~~0 *L \1. '~~-' ~~~~ll~~,?'' N.T.S. Al'PROVF.D FOR PLANTING HAS BUIL TH AND TRRTG ATION ONLY, INCLlJDING PRECISE TITLE DAT'. ENGINEER'S SIGN.~ TLRE REQUIRED ON PAGr 1 ONLY LOCATION OF' PT.ANTING REVIE\,/0:D BY, APPROVED ARE1\S. EI\GINEERING PLANCHECKER DATE -m--INSPECTOR D/\TE 04-/07/04-GDG -:ii ENHANCED PUNTING AND IRRIGATJON REVISIONS. 1.i...1.11• w CITY OF CARLSBAD SHl:_l:_ IS 8 P /\NN'.NG DEPARTMENT 33 IMPROVEMENT Pl.ANS FOR: EL FUERTE PARKWAYS AT BRESSI RANCH APPRovrnv '•-~~--"' L/--¥--ef ASSISTAl,l PLANNJNG DJRECT □R D/1,T[ DATE INITIAL JWN BY: FM. RSN I PROJECT NO. I DRAWING NO. DATE ll'JIT·AL DATE INITIAL ENGl~~EER CF WORK REVISION DESCRIPTION CHk'.D BY: CT00-06 OTHER APPROVAL CITY ,<\PPROVAL R\/v/D BY• 402-4L LEN0S-A-EF i I I ' ' l!l PLANTING LEGEND · it o·. Vr:Jr ---✓ Symbol Botanical Name Common Name Size & Comments ~T~RE~E~S:'-"°.;;.::::~ =_;__ ~_;~::::'.:::'=:::::;::::::;:::::;;:::::::::~-:.::_~~~:'::'.:'.:'.'.:::;:::::::::-:::-~::.:;:::y~v ~~-,-;=-----.,,,---,.,--., A T-1 Plotanus acerifolio Symbol Botanical Name SHRUBS ~ fnce/io co/ifornico w~ Hemerocollis sp. 1::::::::.1 Trochelospermum jasminoides R'I Lotus scoparius tD:Dl RhaP,hiolepis indica 'Jock Evans' London Plane Tree Common Name California Encelia Evergre~n t1f:llow Vay ily Star Jasmine Deerweed Indian Hawthorn 36" box std. 8' dear. Size & Comments H111)if iH Rosmorinus officinalis 'Prostrotus' 1 gal @ 36" o.c. J go/ @ 30" o.c. J go/@ 18" o.c. J gal @ 24" o.c. l gal @ 36" o.c. 1 gal @ 24" o.c. ,,,.---,.----v-v----v-----.,,---y,-<-_,,.........,,,.---,,;-....-.,,= A @) Lavon ula 'Munstead' gustifo ia @ Rosa Meidland-Red Symbol Botanical Name GROUNDCOVERS ~•-~H_;Fj Festuca arundinacea English Lavander Carpet Rose Marathon lie CONSTRUCTION SCHEDULE: KEY DESCRIPTION 1.0 Hord scope I. 1 Cona»le Walkway 2.0 Miscellaneoos 2.1 Street LJght 2.2 fire Hydrant 2.3 Guardrail 2.4 Storm Drain Easement SPECIFICATION• Color: Naturally Colored Finish: Medium Broom Finish Notes: T oolecl Joints. Expansion Jofnfs .... ,y 20'. Per Engineer's Drowfngs Per Engineer's Drawings Per Engineer's Dmwings Per Engineer's Drawings 1 gal @ 18" o.c. 5 go/ @ 24" o.c. Sod MAMI./SUPl'UER DETAIL REF. A/CD-I , Notes: @) Indicates Shrub Count I I I I -Plant quantities shown on pion ore approximate, and included for contractors convenience and reference only. Contractor is responsible to provide all plant material required to conform to specified plant spacing. Indicates Tree Quantity Barie Mulch: l:3-/ndicotes Tree Type -EG-lndicates Tree Size The controdor is to provide 3" deep medium grind redwood chips in all shrub and ground cover oreos except in area to receive hydroseed as indicated on the plans. Submit a sample for Landscape Archited and City lnspedor approval prior to bulk delivery /. to ;obsite. Available from: Recycled Wood Produds (714) 841-6989. il/f i "'f $ /./ - '-,,) IV -Root Ba"iers: The Contractor is to provide root barriers for all trees planted within 5'-0" of any hardscape including 'V' ditches and entry monuments. Root barrier depth to be min. 24" and run continuous along curb, sidewalk, 'V' ditch and/or monument at a minimum of l O' from the center of the tree in both diredions. -Arbor Guards: Install "Deep Roof arbor guards to all trees planted in turf areas installed per manufacturer recommendations. -Soil Preparation Refer to planting specifications for soi/ preparation notes. -Hedera Helix Hahnii: fa. KEYMAP N.T.S. Hahns Ivy in flats @ 12" o.c. to occur under all shrubs. -Tree Canopy: ENGINEER"S SIGNATL;RE REQUIRED ON ~~,Cl 1 ON~Y APPROVED All trees to have a minimum canopy height of 81 measured from street paving. EfJGINEERIIJG r'LN!CI l[CKER DA"'."f --- 'I 21+00 """"'''"'''" "" "" "" --"""""''" "" L.O.S. AF)PROVED F'OH PLl\NTTNG i\ND IHRIG A_TION ONLY, INCLUDlNG PRECISE LOCATION OF PLANTING AREAS. • PP-10 0 10 20 40 SCALE: 1'-20' fl AS BUIL Tfl REVIE\J,_D BY• IfJSPC;TnR ' l -\- PP-3 DATE DAil Legend ~ Construction Callout p,NDSC oeJl, lic- 04/07/CM-GDG A~HANCBD PLANTING AND IRRIGATION REVISIONS. a--\·0" lAP w t---t---+-----------+---+--1----1---1 SHlE9ET CITY OF C l\RLSBAD PLANNll'JG DEP~RT'IFfH 33 ~=='-'=========='---'=======; SrlEETS Expansion Joint Notes: 1. Place expansion ;olnts between buHdlng and odlocent paving; curb and adjacent pavtng; and wan and aO,acent paving. 2. All expansion ;o1nts or wall adlocent paving to be cut masflc ond fine sond applied. See detail ~• sheet CD-1. i I Detail Cattout DJCD-2 1 ~ ~ Sheet Reference "'-..-.._ ~Detoil Letter b'' -,,;"-' ,_,::.....~;~--.... \. ,rl", \ <? _, ' . 0 ?;-~ rn ltJ Q -...t () Cle: Cl. ~ -; IMPROVEMENT Pl.ANS FOR: EL FUERTE PARKWAYS AT BRESSI RANCH APPROVEl\t) --.A =~2'!2!'.L...L.... /~ reu ____ 4..q .. a, ASSISTANT rLA~INING DTRF[T[JR )ATE DAH:: INITIAi C\!G!NEER OF WO~K REVISION DESCRIPTION nA TF INITIAL DATE 11\.'TIAL CITY APPROVAi DWN BY:~ I PROJFCT NO. I llRA4\0Vl2N--4CLNO, CHKD BY:___ CTOO 06 RV\✓D BY• - lfN05-A-EF PLANTING LEGEND Symbol Botanical Name TREES T-1 Platanus racemosa Symbol Botanical Name SHRUBS \ \ \ \ Common Name California Sycamore Common Name ™ ~ Encelia californica California Encelia I·>>> >I ttta Hemerocallis sp. Evergreen Ye/low Daylily Trachelospermum jasminoides Star Jasmine Lotus scoparius Deerweed Rhaphiolepis indica 'Jock Evans' Indian Hawthorn Rosmarinus officinalis 'Prostratus' Prostrate Rosemary Symbol Botanical Name Common Name GROUNDCOVERS r<::-,'/.:·r:j Festuca arundinacea Marathon /le CONSTRUCTION SCHEDULE: Size & Comments 24" box std. 8' below canopy when installed. Size & Comments 1 gal @ 36" o.c. 1 gal @ 30" o.c. 1 gal@ 18' o.c. 1 gal @ 24" o.c. 1 gal @ 36" o.c. 1 gal @ 24" o.c. Size & Comments Sod KEY DESCRIPTION SPECIFICATION• MANU./SUl'PI.IER DETAllREF. 1.0 Hordscope 1.1 Co,,crele Walkway Color: Notumlly Colored NCO-I Finish: Medium Broom Fin;sh Notes: Tooled Joints. Expansion Joints eve,y 201• 2,0 Miscellaneous 2.1 S-Light Per fngineels Drawings 2.2 Fire Hydrant Per Engineets Drawings 2.3 Guardrail Per Engineer's Drawings 2.4 Storm Drain Easement Per fngfneer's Drawings ------- --+,'-1-- Notes: @ Indicates Shrub Count -Plant quantities shown on plan are approximate, and included for contractors convenience and reference only. Contractor is responsible to provide all plant material required to conform to specified plant spacing. c:;:J.....lndicates Tree Type Indicates Tree Quantity-EB-Indicates Tree Size Bark Mulch: The contractor is to provide 3" deep medium grind redwood chips in all shrub and ground cover areas except in area to receive hydroseed as indicated on the plans. Submit a sample for Landscape Architect and City Inspector approval prior to bulk delivery to jobsite. Available from: Recycled Wood Products (714) 841-6989. Root Barriers: The Contractor is to provide root barriers for all trees planted within 5'-0" of any hardscape including 'V' ditches and entry monuments. Root barrier depth to be min. 24" and run continuous along curb, sidewalk, 'V' ditch and/or monument at a minimum of 10' from the center of the tree in both directions. -Arbor Guards: Install "Deep Root" arbor guards to all trees planted in turf areas installed per manufacturer recommendations. Soil Preparation Refer to planting specifications for s~_r,eparation notes. -Hedera Helix Hahnii: ,~ Hahns Ivy in flats @ 12" o.c. to occur ~ril!ler all shrubs. -Tree Canopy: All trees to have a minimum canopy height of 8' measured from street paving. Legend ~ Construction Callout Expansion Joint Noter: 1. Pface expansion ioints between bvilding and adjacent paving; curb and ad;acenf paving; and waft and adjacent paving, 2. All expansion joints or waff odjocent paving to be cut mosffc and line sand applied. See detaif 'A' sheet CD-1. Detail Callout D/CD-2 \ \ \ ' '-... "--Sheet Reference '-, .._-----Detail Lefter ----- KEYMAP N.T,S. -__,,_ I ----1 t+" d&$ llt --· ----- * -----~ ' I --t+-1------- I Ill PP-4 PP-10 0 10 20 40 SCALE: 1"-20' -~~.-•· ~ APPROVED FOR PLi\NTING HAS BUIL TH OF ... AND IRRIGATION ONL '{, INCLlJDING PF<ECISE TITLE DATE LOCATION OF PLAKTING ::;::[\/IE'w'ED ~y, ENGlfJEER'S SIGl{ATURE REQlJIRFD ON P.l1Gl I OIJLY APl-'ROVC:O \, AREAS, ENGINECRfN(; PLA~ICHlCKER DAT[ INSP~CTDR DAT[ w CITY OF CARLSBL4.D , ,H;~TS I 0 P ANt,:NG [FPARTMFfH IMPROVEMENT PlANS FOR: EL FUERTE PARKWAYS AT BRESSI RANOJ A F fRO/-iJ.1 9-2,S=-QJ ASS!STA~IT "LANl'HNG DIREC -DR DATE DWN BY: PRD,IEC:T i'JD DRAWlf,G ~O. )ATE INITIJlc. DATE INITIAL DATE l~W-IAL C:Hl<C BY: CT00-06 402-4L u,::;INE~R OF WORK REVISION DESCRIPTION OTHER APPRUV/'il CITY /1.PPROVAL RV',/D BY, lENOS-A-EF 100803 -""t"---- PLANTING LEGEND Symbol 8otonical Name TREES T-1 Platonus acerifolia Symbol Botanical Name SHRUBS ~ l%:%a 11§1111!!1 w" fl)~ii»i»i (@ @ Encelia ca/ifomica Hemerocallis sp. T rachelospermum ;asminoides Lotus scoparius RhaP,hiolepis indica 'Jock Evans' Rosmarinus officinalis 'Prostratus' Lavandula Angustifolia 'Munstead' Rosa Meidland-Red Symbol Botanical Name GROUNDCOVERS r·,_;~i~~-f~ Festuca arundinacea Common Name London Plane Tree Common Name California Encelia Evergrer3n Y,nllow ay,y Star Jasmine Deerweed Indian Hawthorn Prostrate Rosemary English Lavander Carpet Rose Common Name Marathon lie CONSTRUCTION SCHEDULE: Ill ffll Bli iii& 1m:•• +++++->++ •~ t I > I , -, _, , < t I· I + + + + + + + + + + + + +++ +-+ ~.,, Limit of Wor · -----------~-"'-----!-:,----·--··-+-1,,,-1·,_ ,, / . '~- v,; ., . , ~--." M@t\liJiiM . \ i • 33+00 J, 11H 40 / - ---------- lilnit of Worf< JGMl!Wii!! 34+00 ~ %~00.\:&iit>,~ ~ //; . / ~;:/ ~-limit of W~rk' 1 Iii rl'l!Bii ffi' II C 44 Size & Comments 36' box std. 8' clear. Size & Comments 1 gal @ 36" o.c. 1 gal @ 30" o.c. 7 gal @ 18" o.c. 1 gal @ 24" o.c. 1 gal @ 36" o.c. 1 gal @ 24" o.c. 1 gal@ 18" o.c. 5 gal @ 24" o.c. Size & Comments Sod . / Notes: @ Indicates Shrub Count Plant quantities shown on plan are approximate, and included for contradors convenience and reference only. Contractor is responsible to provide all plant material required to conform to specified plant spacing. Indicates Tree Quantity Barie Mulch: ['3---lndicates Tree Type --El3--lndicates Tree Size The contrador is to provide 3" deep medium grind redwood chips in all shrub and ground cover areas except in area to receive hydroseed as indicated on the plans. Submit a sample for Landscape Archited and City lnspedor approval prior to bulk delivery to ;obsite. Available from: Recycled Wood Products (714) 841-6989. Root Ba"iers: ¾">,; °""'- -- t11 I l11 1//1 ,/ I ,, The Contractor is to provide root barriers for all trees planted within 5'-0" of any hardscape including 'V' ditches and entry monuments. Root barrier depth to be min. 24" and run continuous along curb, sidewalk, 'V' ditch and/or monument at a minimum of 10' from the center of the tree in both diredions. KEYMAP -Arbor Guards: Install "Deep Roof' arbor guards to all trees planted in turf areas installed per manufacturer recommendations. -Soil Preparation Refer to planting specifications for soil preparation notes. -Hedera Helix Hahnii: Hahns Ivy in flats @ 12" o.c. to occur under all shrubs. -Tree Canopy: Alf trees to have a minimum canopy height of 8' measured from street paving. N.T.S. CNGIN[[R'S SGNA.TURF RFQIJIRcD ON PAGE 1 ONI Y APPROVED ENGINEER:NG rLAl,CI l[CK[R DA.TE 230 APPROVED FOR PLANTING AND IRRIGATION O~L Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS. - PP-10 0 JO SCA/£: 1"=20' 20 I I I I I I I 40 R.o.w. R.o.w. PP-5 0 AS BUIL T 0 TITLE _______ _ DATE REV!EwED BY lN'.,;PlCT □ R DATE KEY I DESCRIPTION I Sl'l!CIFICATION· I MANU./SUFPLIER I DETAIL REF. I Legend r----+---+------------4----1----1---1-----I ~I S=H2Fb:FT::::..I =C=, I=T=Y===O=F==C=A=R=L=S=B=l1i.=D:::1..'=I =.i?::~I ~ Pl ANNING DEPARTMENT 1.0 Hordscape 1.1 Concrete Walkway 2.0 Miscellaneous 2.1 Street Ught 2.2 Fire Hydrant 2.3 Guardrail 2.4 Stonn Drain Easement Color: Naturally Colored NCD-1 Finish: Medium Broom Finish Notes: Tooled Joints. Expansion Joints eve,y20'. Per Engineers Drawings Per Engineer's Drawings Per Engineers Drawings Per Engineer's Drawings ~ Coostrudlon Callout Expansion Joint Notes: 1. Place expansion ;oinfs between buifding and adJocenf paving; curb and ad;ocent paving; and wall and adjacent paving. 2. All expansion joints or wall ad;ocent paving to be cut mastic and hne sand app/;ed. See detail 'A' sheet CD-I. Detail Col/out D/CD-2 \~ \,___ Sheet Reference --De/all Loller ~):_ A ~:,, :-,,,..~;.i. / l OF CAl\'\ -<'''°" "'""'-,..:·_· , .... -~-·*~"'"'·" DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION IMPROVEMENT PIJWS FOR: EL FUERTE PARKWAYS AT BRESSI RANCH APPROVFr, -J -,--~o1::i,o___,/ulk"'"-----Lf--</~.r. ASSISTANT PLANNING LJA I~ DWN BY:~, f---O_AT_F_,__IN_ITI_AL--+_D_A_TE___,_..::,IN---IT ___ IA.::..L-1 CHKD BY: __ _ □ "Ht:R APl-'~lVAL C!TY APPROVAL... R\/\JD BY: OIR[CTOR PROJECT NO. CT00-06 I DRA'MNG NO. 402-4L t£N()5.A..EF I I _j I I ---I I PLANTING LEGEND Symbol 1/Jotanlcal Name TREES T-1 Platanus racemosa Symbol SHRUBS ~ ®t11 Botanical Name Encelia cahfornica Hemeroca/lis sp. Trache/ospermum jasminoides Lotus scoparius Common Name Ca/;fornia Sycamore Common Name California Ence/;a Evergreen Ye/low Daylily Star Jasmine Deerweed umimm W:fg Rhaphiolepis indica 'Jack Evans' Indian Hawthorn Rosmarinus officinalis 'Prostratus' Prostrate Rosemary Symbol Botanical Name Common Name GROUNDCOVERS Festuca arundinacea Marathon lie CONSTRUCTION SCHEDULE: "" "" e1 R ~~ !mlJ WM Limit of Work Size & Comments 24" box std. 8' be/ow canopy when installed. Size & Comments 1 gal @ 36' o.c. 1 gal @ 30' o.c. 1 gal@ 18" o.c. 1 gal @ 24' o.c. 1 gal @ 36' o.c. 1 gal @ 24" o.c. Size & Comments Sod Note$: @ Indicates Shrub Count I ---++f----OfrJ I Plant quantities shown on plan are approximate, and included for contractors convenience and reference only. Contractor is responsible to provide all plant material required to conform to specified plant spacing. G,--lndicates Tree Type Indicates Tree Quantily-EEJ---/ndicates Tree Size -Bark Mulch: The contractor is to provide 3" deep medium grind redwood chips in all shrub and ground cover areas except in area to receive hydroseed as indicated on the plans. Submit a sample for Landscape Architect and City Inspector approval prior to bulk delivery to ;obsite. Available from: Recycled Wood Products (714) 841-6989. Root Barriers: The Contractor is to provide root barriers for all trees planted within 5'-0" of any hardscape including 'V' ditches and entry monuments. Root barrier depth to be min. 24" and run continuous along curb, sidewalk, 'V' ditch and/or monument at a minimum of 10' from the center of the tree in both directions. Arbor Guards: Install "Deep Root" arbor guards to all trees planted in turf areas installed per manufacturer recommendations. -Soil Preparation Refer to planting specifications for soil preparation notes. -Hedera Helix Hahnii: Hahns Ivy in flats @ 12" o.c. to occur under all shrubs. I KEY I DESCRIPTION I SPECIFICATION· I MANU./SUPPUER I DETAIL IIEF. I -Tree Canopy: All trees to have a minimum canopy height of 8' measured from street paving. 1.0 Hordscape 1.1 Concll!te Walkway Color: Nahlrally Colored NCD-1 Finish: Medium Broom Finish Notes: Tooted Joints. Expans1on Joints eve,y 20'. 2.0 Misce1laneovs 2.1 Street light Per Engineer's Drawings 2.2 Fire Hydrant Per Engineer's Drawings 2.3 Guardrail Per Engineer's Drawings 2.4 Storm Dro;n EasenNtnt Per Engineer's Drawings Legend . ~ Construction Callout Expansion Joint Notes: 1. Place expansion ;oints betwffn b11ilding and adjacent paving; curb and adfacent paving; and wall and adjacent paving. 2. All expansion joinB or wall adiocent paving to be cut mastic ond fine sand applied. See detail ~ sheet CD-1. Detail Ca/lout D!CD-2 \ \ , ',,_ Sheet Reference ' ---Detail Letter -......__ Limitof Work 210 -------+:+------------1+ I 1 200 --------~-- - PP-6 PP-9 PP-10 JO 20 40 SCALE: 1"-20' '?--,* -< ··-~---Jf, APPROVED FOR PLANTING UAS BUIL Tu ~~-' OF AND IRRIGATION ONLY, INCLUDING PRECISE TTTI F DA'T -- rnGlflEE-:'S SIGNATURE REQUIRED ON PAGI:. I 0NL v LOCATION OF PLANTING REVIEWED BY APPROVED Ah:EAS. ENGlfffERING PLAl'JCH'"CKFR DATE INSPC:CT □R DATF I s1;~T I CITY OF CARLSBl1...D SHEE-S FL,\NNWG DEP 0,R-ME'H 33 IMPROVEMENT PLANS FOR: EL FUERTE PARKWAYS AT BRESSI RANCH -· • :\Jl::..R?V~ 9-zs-as ASSTSTANT PLMINll'J'.i D!RE:TCR DATE DWN lY: EM,_.RSt,/ __ P~OJCCT '10. JR.1.1.WNG NO. D1\ TE INITIAL DATE 11\JITIA.L JATE INITIAL CH<D BY: E_ '~GINEER OF WORK REVISION DESCRIPTION o,w, A0 PREV,L CITY APPROVAL RV,/D BY CT 00-06 402-4L LEN05-A-EF 1 100803 '. R.o.w. I I PLANTING LEGEND Symbol 8otanical Name TREES T-1 Platanus racemosa Symbol lotanical Name SHRUBS ~ Encelia colifornica Common Name California Sycamore Common Name California Encelia --I I I 225 Size & Comments 24" box std. 8' below canopy when installed. Size & Comments 1 gal @ 36" o.c. ~~~ Hemerocallis sp. Evergreen Yellow Dayli/y 1 gal@ 30" o.c. + + + ' Trachelospermum ;asminoides Star Jasmine + + > I + + + • 1 gal @ 18" o. c. fflfflUI Lotus scoparius Deerweed 1 gal@ 24" o.c. ~ Rhaphiolepis indica 'Jack Evans' Indian Hawthorn 1 gal @ 36" o.c. !1;~f 11tkl Rosmarinus officinalis 'Prostratus' Prostrate Rosemary 1 gal@ 24" o.c. Symbol lotanical Name Common Name Size & Comments GROUNDCOVERS [,,;:-::.• •',';.i::j Festuca arundinacea Marathon lie Sod CONSTRUCTION SCHEDULE: Kl!Y DESCRIPTION Sl'f/CIFICATION• MANU./SU,l'I.IER DETAIL REF. 1.0 Hardscape I.I Concrete Wofkwoy Color: Nalurol/y Colored NCD-1 Finish: Medium Broom Finish Notes: Tooled Joints, Expansion Joints every 20'. 2.0 Miscellaneo11s 2.1 Street Light Per Engineers Drowings 2.2 fire Hydront Per Engineers Drawings 2.3 Guardrail Per Engineer's Drowings 2.4 Storm Drain Easement Per Engineers Drowings ......__ ......... ......... ------- ----------......... '--'-- ----------......__ / ......__ 'I / ¥ • !lffll :m::wwa ts M H 12w,rM Notes: " @ Indicates Shrub Count ·· •. ,.,.. , · -Plant quantities shown on plan are approxi~a~ nd included for contractors convenience and reference only. Contractor is responsible to provide all plant material required to conform to specified plant spacing. c;:::}-lndicates Tree Type Indicates Tree Quantity-EB-Indicates Tree Size -Bark Mulch: !' The contractor is to provide 3" deep medium grind redwood chips in all shrub and ground cover areas except in area to receive hydroseed as indicated on the plans. Submit a sample for Landscape Architect and City Inspector approval prior to bulk delivery to jobsite. Available from: Recycled Wood Products (714) 841-6989. Root Barriers: The Contractor is to provide root barriers for all trees planted within 5'-0" of any hardscape including 'V' ditches and entry monuments. Root barrier depth to be min. 24" and run continuous along curb, sidewalk, 'V' ditch and/or monument at a minimum of 1 O' from the center of the tree in both directions. Arbor Guards: Install "Deep Roof' arbor guards to all trees planted in turf areas installed per manufacturer recommendations. -Soil Preparation Refer to planting specifications for soil preparation notes. -Hedera Helix Hahnii: Hahns Ivy in flats @ 12" o.c. to occur under a/I shrubs. -Tree Canopy: All trees to have a minimum canopy height of B' measured from street paving. Legend ~ Construction Callout Expansion Joint Notes: 1. Place expansfon ;oints between building ortd ad;acent pavingi curb and odfocent paving; and wall and adjacent paving. 2. All expansion joints or wall ad;acent paving fo be cvt mastfc and ffne sand applied. See detail 'Pi s/,eet CD-I, Detail Callout D/CD-2 \, \,~-Sheet Reference '---Detail Letter ,_ :,; "' .,, //ii 'JI 11/I /~ if 711//t?~-' " - -i-! I /-... ----. ......__ ---- ----- I --- Limit of Work I I I I R.O.W .. PP-7 0 10 20 40 PP-10 .... ' ~ " C, • ,tQ ; -. ~~ ~~ ; ' HAS BUIL TH ~~ A]=>PROVRD FOR PL1\NTING Of . 1\ND lRRIGATlON C)NLY, SC4J.E 711 201 INCLlJDIKG PRECISE TITLE D~TF E'lG•~EER'S SIGNATURE REOUIRCD ON PAGE 1 ONLY LOCATION OF PLANTING REV]lwlr BY: APP,01/EO ,L\REAS, ENGll,EERING ~LANCHECKER CATE l'EPECTOR JAIE w CITY OF CARLSBAD Sl-l[F.:TS 3 PL/,'lNI'-4G DEPARTME~IT 33 IMPROVEMENT PlANS FOR, EL FUERTE PARKWAYS AT BRESSI RANCH -~ --<OV~ 9-ZS--03 ,;ss:s TM, T l"LANN[N:, DIRECT JR DAT[ DWN 3Y: FM. RSN PROJ[CT r,o. JR.AWlfJ~ ND. DATE. It'll fl AL DATE \IITIAL o.,E INITIAL CHl<D BY: E\J81NEER OF WORK REVISION DESCRIPTION OTHCR APPROv'AL c1rv ArrRC\IAL R\/\t/D BY: CT 00-06 402-4L LEN05-A-EF 100803 ! I I PLANTING LEGEND Symbol BotankalName TREES T-1 Platanus acerifolia Symbol Botanical Name SHRUBS tfrfl ~/) %»$»1!fj (@ @ Encelia californica Hemerocallis sp. Trachelospermum ;asminoides Lotus scoparius RhaP,hiolepis indica 'Jack Evans' Rosmarinus officinalis 'Prostratus' Lavandula Angustifolia 'Munstead' Rosa Meidland-Red Symbol Botanical Name GROUNDCOVERS ~~:g;-rJ Festuca arundinacea Common Name London Plane Tree Common Name California Encelia EvergreD'WJffff ow Star Jasmine Deerweed Indian Hawthorn Prostrate Rosema,y English Lavander Carpet Rose Common Name Marathon lie CONSTRUCTION SCHEDULE: .......... ......... --- Size & Comments 36" box std. 8' clear. Size & Comments 1 gal @ 36" o.c. 1 gal @ 30'' o.c. 1 gal@ 18" o.c. 1 gal @ 24" o.c. 1 gal @ 36" o.c. 1 gal @ 24" o.c. 1 gal@ 18" o.c. 5 gal @ 24" o.c. Size & Comments Sod KEY I DESCRIPTION I SPECIF/CATION• I MANU./SUP/IUER I DETAIL REF. I 1.0 Hardscope 1.1 Concrete Walkway 2.0 Misceffaneous 2.1 Street Light 2.2 Are l-lydront 2.3 Guardrnil 2.4 Storm Drain Easement Color. Noruro//y Co/on,d Finish: Medium Broom Fin,sh Notes: T coled Joints. Expansion Joinfs eve,y 201• Per Engine&rs Drawings Per Engineer's Dmwings Per Engineers Drawings Per Engineels Drawings NCD-1 I ------------I -----f;+ __ ----......... ......... I / I '-I......._ -;-..._ ......... I I ,,,, \ \ \ \ \ \ -....... ......._ I -1t4 ------ - - - - - \ \ \ \ Notes: @ Indicates Shrub Count Plant quantities shown on plan are approximate, and included for contractors convenience and reference only. Contractor is responsible to provide all plant material required to conform to specified plant spacing. Indicates Tree Quantity -Bark Mulch: Root Barriers: [3-lndicotes Tree Type -EI3-lndicates Tree Size The Contrador is to provide root barriers for all trees planted within 5'-0" of any hardscape including 'V' ditches and entry monuments. Root barrier depth to be min. 24" and run continuous along curb, sidewalk, 'V' ditch and/or monument at a minimum of IO' from the center of the tree in both diredions. -Arbor Guards: Install "Deep Root" arbor guards to all trees planted in turf areas installed per manufacturer recommendations. -Soil Preparation Refer to planting specifications for soil preparation notes. -Hedera Helix Hahnii: Hahns Ivy in flats @ 12" o.c. to occur under all shrubs. -Tree Canopy: All trees to have a minimum canopy height of 8' measured from street poving. Legend ~ Construction Callout Expansion Joint Notes: J. Place exponsfon jo/nfs between building and adjacent paving; curb and ad;ocent paving; and wall and ad;acent paving. 2. All expansion joints or wall adjacent paving to be cut mastic and fine sand applied. See deitJi/ 'A' sheet CD-I. Detail Callout D!CD-2 \ \ ~--·Sheet Refetence -Datu;/ Letter \ Limit c,f V\lork ..... ----',/ 51 00 Limit of Work PP-10 10 20 40 - \ \ \ \ \ \ \ \ PP-8 KEYMAP SCALE: 1'~20' N.T.S. HAS BUIL TH . APPROVED F'OR PLA.NTING AND IRRIGATION ONLY, lNCLUDING PRECISE TTTLE DATE LOCATION OF PLAN'fING [NGINLLR"S SIGNATURE RCQUIRED ON PAGF 1 ONLv REVff'v/ED BY, APPROVcJ ARE1\S. E~IGINE[RING Pl 1\NC:H~C:KlR DATE l'JSPl:.CTDR DATE 04/07/04-GOG A ENHANCED PLANTING AND IRRIGATION REVJfllIONS. '•·l·DS ~ w I SH;~TS I CITY OF CARLSBAD 4 Pl ANNING DEPARTMENT ~· IMPROVEMENT PLANS FOR, EL FUERTE PARKWAYS AT BRESSI RANCH APPROVED\ . /0.,u L/-L./-OS ASSTSTAN' PLANNING DIRECTOR DA.TE DATE. IN!llAL DATE INITIAL Di\TE INITIAL DW~I /JY: EM._~ PRO,IECT NO DRAWING 110. REVISION DESCRIPTION CHKD BY: CT00-06 402-4L t.NGINEER 01-WORK OTHER APPROVAL CITY APPROVAl RV\-/D BY, LEN05-A-EF ! I I I I I I PLANTING LEGEND Symbol Botanical Name TREES T-1 Platanus racemosa I I I I I I I I I I Common Name California Sycamore Symbol Botanical Name Common Name SHRUBS ml Encelia califomica California Encelia W:::1 Hemerocallis sp. Evergreen Yellow Doyli/y ,;.;.,-;. Trachelospermum ;asminoides Star Jasmine Lotus scoparius Deerweed ~ i»if »»))»1 Rhaphiolepis indico 'Jack Evans' Indian Howthom Rosmarinus officinalis 'Prostratus' Prostrate Rosemary Symbol Botanical Name Common Name GROUNDCOVERS b?';'_;-r:j Festuca arundinacea Marathon lie CONSTRUCTION SCHEDULE: Size & Comments 24" box std. 8' below canopy when installed. Size & Comments 1 gal @ 36" o.c. 1 gal @ 30" o.c. 1 gal @ 18" o.c. 1 gal@ 24" o.c. 1 gal @ 36" o.c. 1 gal@ 24" o.c. Size & Comments Sod I KEY I DESCRIPTION I Sl'f!CIF/CATION· I MANU./SUPPUER I DETAIL REF. I 1.0 Hardscape , . 1 Concrete Walkway Color: Naturally Colored NCD-r Finish: Medium Broom Finish Notes: T coled Joints. Expansion Joints <Wety20'. 2.0 Mlsce,,aneous 2.1 S-t Light Per Engineers Drawings 2.2 Frre Hydrant Per Engineer's Drawings 2.3 Guardrail Per Engineer's Drawings 2.4 Storm Drain Easement Per Engineers Drawings I I Limit of Work mt 1!111 ZiiJilZ r . ¼, "' ... - / / ' _J.___¼-.... 1,/ .. -··"=···· w -·--===· "i--~-~ -----\,I \i \ .--------~-2.2 Notes: @) Indicates Shrub Count Plant quantities shown on plan are approximate, and included for contractors convenience and reference only. Contractor is responsible to provide all plant material required to conform to specified plant spacing. c;;;}--lndicates Tree Type Indicates Tree Quantity-EB-Indicates Tree Size Bark Mulch: The contractor is to provide 3" deep medium grind redwood chips in all shrub and ground cover areas except in area to receive hydroseed as indicated on the plans. Submit a sample for Landscape Architect and City Inspector approval prior to bulk delivery to ;obsite. Available from: Recycled Wood Products (714) 841-6989. Root Barriers: ' I //// ~-.I' The Contractor is to provide root barriers for all trees planted within 5'-0" of any hardscape including ''I ditches and entry monuments. Root barrier depth to be min. 24" and run continuous along curb, sidewalk, 'V' ditch and/or monument at a minimum of 1 O' from the center of the tree in both directions. ""-"<..-,..._ -.A~,/:,1'f/ -Arbor Guards: Install "Deep Root" arbor guards to all trees planted in turf areas installed per manufacturer recommendations. fw;-~ KEYMAP I' ,c,' \✓ ·--\,/ --· ',/ i ··-··-,15't·-·· --\,/ ----'vi! I ____ 0\----w ,; II ...... ,i,-1pmm- I '11! Mi I .o \ \ I I VJ)' lifl ,,_!._] ), I y _, I I " () [ 0 10 I SCALE: 1"=20' I I 20 I I I I . I I I -I ~ I I 40 PP-9 -Soil Preparation N.T.S. ~'" -;J ;~ :l°t OF APPROVF.D FOR PLANTING HAS BUIL TN Refer to planting specifications for soi/ preparation notes. -Hedera Helix Hahnii: Hahns Ivy in flats @ 12" o.c. to occur under all shrubs. -Tree Canopy: All trees to have a minimum canopy height of 8' measured from street paving. Legend ~ Construction Callout Expansion Joint Notes: 1. Plactt expansion joints between bu!ldfng and od;acent paving; curb and adjacent paving; and wall and ad;acent paving. 2. All expansion joints or wall adjacent paving to be cut mastic and fine sand applied. See detail ~1 sheet CD-1. Detail Callout D/CD-2 \'--. '°"~-Sheet Reference ·--Detail letter EfJGINEE,'S SIGNf,TURE REQclRED OV PAGE 1 ONLY APPROVEO ENGIN::YRING PLM,CH[CKFR Di\TE DATE INITIAL ENWJEER OF WORk REVISION DESCRIPTION AND IRRTGATION ONLY, INCLUDTNG PRECISE T!TL[ DAT~ LOCATION () ~7 PI'"i'\NTING Rc\/l[\JED BY• AREA.S. :NSPECTDR □ATC: w CITY OF C1\RT,SRAD SHEETS PLANNil✓G DFPARTMF:f, T 33 5 IMPROVEMENT PLANS FOR: EL FUERTE PARKWAYS AT BREss, RANCH ; '11~"/ · ku 9-ZS--03 ASSISTA~IT 'LANNING DIRECTnR lJA IE CWN BY: FM. RSN PROJcC I NO. DRAWING ~C. DATE INITIAL DA E INI-IIAL CHK8 RY OTHER APPROVAL CI-Y APPROVAL R\/\1/D BY1 CT00-06 402-4L LEN05-A-Ef 100803 I I Ill I .I ' ' £.U. !lllW tR !8Ji1 / ,.r:,-,/;; Limit of Work , --iMfiJj •• //,½:1/~ / '1/ /// '/2 1/ 59+00 PLANTING LEGEND Symbol lotanlcal Name TREES T-1 Plotanus racemosa Symbol lotanical Name SHRUBS ™ Encelia californica ~1 Hemerocallis sp. Common Name California Sycamore Common Name California Encelia Evergreen Yellow Daylily Trachelospermum ;asminoides Star Jasmine Lotus scoparius Deerweed ~ f1)1:tii%l Rhaphiolepis indica 'Jack Evans' Indian Hawthorn Rosmarinus offlcinalis 'Prostratus' Prostrate Rosemary Symbol Botanical Name GROUNDCOVERS h\;;>.'JX:j festuca arundinacea Common Name Marathon Ile CONSTRUCTION SCHEDULE: Size & Comments 24" box std. 8' be/aw canopy when installed. Size & Comments l gal @ 36" o.c. l gal @ 30" o.c. 1 gal@ 18" o.c. 1 gal @ 24" o.c. 1 gal @ 36" o.c. 1 gal@ 24" o.c. Size & Comments Sod KEY DESCRIPTION SPECIFICATION' MANU./SUPPI.IER DETAIL REF. 1.0 Hardscapa 1.1 Concrete Walkway Color; Noturolly Colo"'d A/CD-I Finish: Medivm Broom Finish Notes: Toofed Joints. Expansfon Joints eve,y 20', 2,0 Miscefloneovs 2, 1 Street Light Per Engineer's Drawings 2,2 Fire Hydrant Per Engineer's Drawings 2,3 Guardrail Per Engineer's Drawings 2.4 Storm Drain Easement Per Englnffrs DrawJngs I ---------.---------------------- 229 60+00 -+ Notes: @ Indicates Shrub Count Plant quantities shown on plan are approximate, and included for contradors convenience and reference only. Contractor is responsible to provide all plant material required to conform to specified plant spacing. G-lndicates Tree Type Indicates Tree Quantify--EG-lndicates Tree Size -Bark Mulch: The contractor is to provide 3" deep medium grind redwood chips in all shrub and ground cover areas except in area to receive hydroseed as indicated on the plans. Submit o sample for Landscape Architect and City Inspector approval prior to bulk delivery to ;obsite. Available from: Recycled Wood Products (714) 841-6989. Root Barriers: The Contractor is to provide root barriers for all trees planted within 5'-0" of any hardscape including 'V' ditches and entry monuments. Root barrier depth to be min. 24" and run continuous along curb, sidewalk, 'V' ditch and/or monument at a minimum of 10' from the center of the tree in both directions. Arbor Guards: Install "Deep Roof' arbor guards to all trees planted in turf areas installed per manufadurer recommendations. -Soil Preparation Refer to planting specifications for soil preparation notes. -Hedera Helix Hahnii: Hahns Ivy in flats @ 12" o.c. to occur under all shrubs. -Tree Canopy: All trees to have a minimum canopy height of 8' measured from street paving. Legend ~ Construction Callout Expansion Joint Notes: 1. 2. Place expansion joints between bu;fding and adjacent paving; curb and adjacent paving; and wo1' and ad;ocent paving. All expansion ;oinfs or wo" adjacent paving lo be cut mastic and fine sand applied. See detail 'A' sheet C~ 1. I I Detail Callout ..... '}ICll•IEER'S SIC'✓~.TURE REJUIRED 0'✓ PAGE 1 O~LY APPROVED E~GINEERING PLANC~ECKER "' .. I I '""" ' ----"''"t"' -\,/ I I I I ' I I I I , I I I I 0 ___ :.:;J.-... ',) ,-_ SCALE: 1 "=20' 64+00 20 40 APPf?OVED FOR PLANTING AND IRI~tlG l\TION ONLY, INCLUDING PRECISE LOCATION OF PLAN'T'ING AREAS. HAS BUIL TH TITL[ __ ~_ Rl VIi::\,./ED BY: WSPECT□R PP-10 DAT,: t-----r--+------------+--+--+--+--; I s~2F6ET I CITY OF CARLS I:JAl) I SH3c.3us I PLANNING DEPARTM~NT :=:='...:::::============-==::::::::: IMPROVEMENT PlANS FOR: EL FUERTE PARKWAYS AT BRESSI RANCH DATE INI ! A_ El\ GINEER or WOFk. REVISION DESCRIPTION nATE" 'l\:·TIAL OAT[ INITIAL OTHER ADPRDVAL CITY APPR8VAL DWN llY· FM, RSN PROJECT 1,0. DRAWING 1,10. CIIKD 3Y: CT O L RV\/D BY, 00-6 402-4 LEN05-A-EF 100803 LEGEND 1. Tree with rootball. 2. Finish grade. 3. Curb or hardscape. 4. Root Barrier and Biobarrier. 5. 3" crushed rock. Crushed rock to be 6" below finish grade. 6. Undisturbed native soil. 7. Amended backfill. 8. Ad;acent concrete paving. TYPICAL SECTION Scale: 3/811 = 11-011 A ROOT BARRIER NOTES Locate plants spaced equal distance (D) from each other as shown. NOTES A. Roof barrier to be DeepRoot Tree Root barrier product #UB24-2. 24" module. Submit o sample to City Inspector prior to installation. B. Biobarrier to be 18" chemically treated Reemay Biobarrier Root Control System. Submit a sample to City Inspector prior to installation. C. Length of barrier per side equals estimated diameter of matured tree canopy plus 2'. City Inspector to approve length. Install per manufacturer's specifications. Top of root barrier shall be set flush with Finish grade. SECTION FOR Ail PARKWAYS Scale: 3/811 = J'~0'1 'D' is groundcover and shrub spacing as per Plant Legend located on the Planting Plan. Edge of paving, sidewalk, wall or curb • • • • D D • D • • • • • • • • SECTION Scale: 1 /2" = 1 '-0" "L-GC-01 SHRUB & GROUNDCOVER SPACING I , f'l..ffl.()7 LEGEND 1 . V. I. T. tree fie support stock no. L. P. (or approved equal). 2. 2" dia. x 1 O' Lodgepole Pine stake. Keep clear of roof ball. See specifications. 3. Water basin, 3" min. depth after initial watering by hose. Remove basin in lawn areas and as direded by Landscape Architect. 4. Finish grade. 5. 21 gram plant tablet. d _,,,~. See specifications. ,# ~ -.:e.._, _ Prevailing Wind 0 PLAN VIEW "1 1 ::P ~ .. J 6. Roof ball. Install 1" :-£ ~ . above finish grade. ~ ~i ••'t~ ~ 7. Amended backfill. -c-~".f""" e1'\,.., S •L• f' C: S:, ee specmco ions. · 8. Existing soil. '0 2 xwidth SECTION Scale: 3/8" = 1 '-0" 0 PL-TR--02 LEGEND 1. 1 or 5 gal. shrub. 2. Water basin, 3" min. depth. 3.Finish grade. 4.Amended backfill. See specifications. 5.21 gram plant tablet. See specifications. 6. Existing soil. 7. Root ball. Install 1" above finish grade. c'k---- 2 xwidth SECTION Scale: 3/ 4" = 1 '-0" TREE PLANTING WI DOUBLE STAKE SHRUB PLANTING rn@,[ER'S SIGNATURE REOUIREC ON PAGE I CNLY APPROVED ENGII\EER!~IG PLANCHECKER DATE 1'\PPROVED FOR PLii..NTING .!\ND IRRIGATION ONLY, INCLlJDING PRECISE LOCi\TION OF PLt'\KTTNG ARF:AS. HAS BUIL TH TJTL 0 ______ _ INSPEC"nR l'f.SHOI PD-1 JATE I sH2,E71:1 I CITY or CARLSB.I\D ~3 1----+--+---------------1----+-----t---+---i PLAtmI~G DEPARTMENT LJLl f---+--+-----------------1----+---l---t----l DATE INITIAL DATE INITIAL C.A.TE INIT'A,L FNCINFc-R OF WORK REVISION DESCRIPTION nTHFR APN('VAL 8/TY APPFiOV/\L IMPROVEMENT PlANS FOR, EL FUERTE PARKWAYS DWhl BY: rcw ~~- CHKD BY: --RV',/D 3Y, AT BRESSI RANCH PROJECI ~JO. CT 00-06 JR.~WINJ NO. 402-4L LEN05-A-EF • I 100803 LANDSCAPE PLANTING SPECIFICATIONS PART I -GENERAL CONDITIONS 1. 1 Description: A. Work Included: I. The work included in these specifications shall consist of the furnishing of all labor, tools, materials, permits, appliances, taxes and all other costs, foreseeable and unforeseeable at the time of contracting necessary and appropriate for the installation of the accompanying drawings. 2. No deviation from these specifications or from the agreement or from the general conditions is authorized and no such deviation shall be made unless the written authorization, therefore signed by the Owner or his duly authorized representative, hos been obtained in advance. 1.2 Interpretation of Plans and Specifications: A The Landscape Architect will interpret the meaning of any part of the any plans and specifications about which any misunderstanding may arise, and his decision will be final. B. Should there appear to be on error or discrepancy in or between the plans, specifications & planting lists, the Contractor shall refer the matter to the Landscape Architect for ad;ustment before proceeding with the work. Should the Contractor proceed with the work without so referring the matter, he does so on his liability. 1.3 Quality Assurance: A. Quality of work: The Landscape Architect shall be notified at least two days prior to work commencement, by the Contractor and prior to inspection visits by the Landscape Architect. All work shall be done in a good workmanlike manner in accordance with all plans and specifications and best considered practice, shall meet with the approval of the Landscape Architect and Owner and shall be in accordance with the requirements of local building codes and laws. Any defective work will be redone at the Contractor's expense as directed by the Landscape Architect. B. Permits: The Contractor will be responsible for obtaining any and all necessary building permits from the city or other governmental authorities. C. License requirements: The Contractor shall carry necessary Contractor's California State License or Certificate for type of work listed, such as the Landscape Contractor's License. D. Insurance coverage: The contractor shall carry all necessary compensation and liability insurance to cover his workmen and work to protect the Owner from any possible damage suit or lien on the Owner's property in the course of the work by the Contractor and will show the Owner such evidence of above indicated insurance coverage prior to initiating work. E. Property, etc., Damage responsibility: I. The Contractor is to protect of all times all existing utilities, structures, trees, plants and other features intended to remain on and od;ocent to the job site and to repair or replace any damaged items in a neat and good workmanlike manner during and due to his work on the job and he shall assume all damage or injury that may result to all such property and/or to persons where such damage or iniury is caused in connection with his work or is due to his negligence or to his leaving open or unprotected portions of streets or other property. 2. Should any port of the work under this contract be damaged by other contractors, the Contractor and party causing such damage shall make od;ustments between themselves and not with the Owner relative to the repairs or reconstruction and payment for some. F. Knowledge of site: It is assumed that the Contractor has visited the site and as well familiarized himself as to the site conditions and shall have verified all dimensions as ascertaining the means of getting into the site and any other factors affecting the work. 1.4 Costs: A. Segregation of costs: At the time of execution of the contract, the Contractor shall furnish to the office of the Owner, for purposes of accounting and scheduling, o segregated cost schedule or breakdown of the contract price, listing the various components in the plans as well as unit prices of each component specified in a form satisfactory to form the Owner. These schedules shall also be used as the basis in formulating the progress payments to be Contractor and these cost breakdowns shall be port of the contract. B. Extras or changes: Any extras or changes from the contract on the job shall hove the prior approval of the Landscape Architect and must be approved in writing by the Landscape Architect and Owner. City Inspector must approve all changes to the plans. C. Increased costs: If the extra or change is to be done at increased cost over and above the contract fee, the Owner shall sign the Contractor's written request for such additional funds for extra work prior to actually doing this work. 1.5 Product protection, storage and handling: A. Site condition: The Contractor, in the course of his work, is to keep the site in o neat and tidy condition as much as is practical so as not to disturb the normal usage of the surrounding areas by the Owner or by others. B. Site clearance: Upon completion of the work, the Contractor shall properly clean and tidy such work and the surrounding areas used by and remove any or all excess materials, dirt, debris from the site or to dispose of some as directed by the Landscape Architect. C. Owner's materials: During the course of the work, any materials, equipment and services may be provided by the Owner and used by the Contractor in the job, for such materials, equipment, and services, the Contractor is to give credit to the Owner at the standard current rate for such items. Such credit, if any, will appear in the final billing by the Contractor to the Owner. D. Plans and specifications: All landscaping including plants, ground covers, soil additives and other miscellaneous landscape items shallbe provided and installed in strict accordance with plans and specifications prepared by Owner. E. Changes: The Owner shall have the right to make minor changes in the landscape design and installation to insure practicality of design and for aesthetic reasons at no additional cost. PART 2 -MATERIALS 2.1 Grading: Grade all areas by filling and/or removing surplus soil as needed to ensure proper grades and drainage as indicated on the plans. Unless otherwise noted, finish grade shall be below hardscape as follow: 2" for ground cover areas, I" for lawn areas. 2.2 Moisture content: The soil shall not be worked when moisture content is so great that excessive compaction will occur nor shall it be so dry that dust will occur and form in the air or that clods will not break readily. Water shall be applied, if necessary, to provide ideal moisture content for tilling. 2.3 Weed removal: Weeds, plus bermuda gross etc., shall be dug out from all planting areas by their roots wherever possible and removed from the site. Where necessary to discourage reoccurronce of this material, the Contractor shall apply one or more treatments of a satisfactory chemical per manufacturer's directions in regard to concentration plus allowance of an ample period of time for effective performance prior to cultivation. The site shall be maintained in a weed and litter free condition during the maintenance period. Weeds shall be removed at frequencies adequate to prevent the maturation of weed seeds. 2.4 Plants: A. Inspection: Plants shall be sub;ect to inspection and approval or reiection by the Landscape Architect at place of growth and/or the pro;ect site at any time before or during progress or work for size, variety, condition, latent defects and in;uries. Re;ected plants shall be removed from the site immediately. B. Conditions: Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests or their eggs and shall have healthy normal root systems, well filling their containers, but not to the point of being root bound. 2.5 Protection: Protect and maintain all plants from sun, drought, wind, theft, rain and heat at all times before and during planting operation. 2.6 Planting requirements for trees and shrubs: A Plant materials in quantities and sizes specified shall, after grading operations, be spotted approximately as shown on the landscape drawings and are to be approved by the Landscape Architect before being removed from containers and excavating soil for planting. B. All backfill materials shall be mixed thoroughly on site before using. PART 3 -EXECUTION 3.1 Soil Testing: A After rough grading, soil samples shall be taken from enough location on the site to represent an adequate cross section of conditions. B. Soil test shall be performed by a soil testing laboratory (pre-approved by the City). The test shall indicate but no be limited to the following: -Organic matter content -N, P, K -pH -EC -Soil texture ( silt, cloy, sand) -Recommendations for amendments, leaching, and maintenance fertilizations. * .,,..,. <' C. The results and recommendations of the soil testing laboratory shall be submitted to and approved by the City. The approved recommendations for amendments and construction and shall become port of the approved plans. D. Products specified by product name by the soil lob in the recommendations may be substituted with "or equal" products approved by the City. 3.2 Planting: A. Container-grown plants to be planted in plant pits two (2) times wider than plant container and a depth of twice the height of plant container. Plant crown to be slightly-higher than finish grade ofter settlement. B. Prune plants as directed by Landscape Architect. C. All plants shall be watered immediately, before backfilling planting pits. D. All areas receiving plants and/or hydroseeding shall be moist to a depth of 6" at time of planting. E. Plant all plants 5' minimum from irrigation heads (slopes only). F. Scarify the sides of each root boll prior to planting if circular root is evident. G. Plant quantities on the plan are for the Contractor's convenience and not guaranteed to be accurate. H. Plant symbols toke precedence over quantities specified. 3.2 All work shall be as directed by Owner's field representative, who shall be appointed prior to the commencement of the work. 3.3 Contractor shall submit all material receipts to Landscape Architect. 3.4 Maintenance: A. Maintenance period shall not begin until entire installation is accepted by the Owner. B. Maintenance period shall be for the following duration: 90 days. 1. All plants and planting shall be guaranteed for the following durations beginning at the first day of the maintenance period. Trees and shrubs, 15 gallon and larger. . . . 1 Year Shrubs, 5 gallon and smaller ............. 90 Days Ground cover ........................ 90 Days Lawn. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 Days 2. All dead, damaged or broken plant material, including sodded and seeded lawns and ground cover, shall be replaced at two-week intervals. C. Fertilize with 2 lbs. actual nitrogen per I 000 sq. ft. at end of each 30 days. Landscape Architect will specify type, depending on season. Perform lost fertilizing ot end of maintenance period in the presence of the Landscape Architect. c11Gll1EER'S S1GNATUl1[ REQUl'<ED ON PAGE 1 ONI Y APPRCJVElJ ENGINFfRING PU1~CHECKER DATE APPROVED F'OR PLANTING AND IRRIGl\TION ONLY, INCLLTDING PRECISE LOCATION OF PLANTING AREAS. PS-1 TITL[ ______ _ DATE Ric VIE\./ED DY, INSPECTOR LATE i---t-----+-------------,---+----+----+-------1 I ~H2E8ET I CITY OF C 1\RLS 8/\ D r'LA~ll1HNG :lt PARTMFl•IT 33 ::====-'========::::::::::::::::::::::'::===:='...::::=::~ S~EETS alure · ; * /04 a ,'I'. ~"<'. • OF CAL I DATE INITIAL ENGINF;::'R OF WORk REVISION DESCRIPTION DATt. INI IIAL □.ATE l~JIT'Al OTHFR A"'P~[V{1L CITY I\PPROV1\L IMPROVEMENT Pl.ANS FOR, EL FUERTE PARKWAYS AT BRESSI RANCH OWN BY: ~ICN~-f'ROJECT NO. CHKD bY: __ _ R\/VD BY, CT 00-06 I DR~WING 1"8. 402-4L LEN05-A-EF 100803 ·. I PART 4 -PLANTING NOTES 4. 1 Landscape Contractor shall repair and/or replace any damaged plant material which is damaged due to his negligence. 4.2 Landscape Contractor shall be backcharged for Landscape Architect's time in locating any landscape material as requested by the construction manager. 4.3 Landscape Contractor shall submit all amendment quantity receipts to construction manager and/or Landscape Architect for approval. 4.4 Contractor shall perform all fertilizing in the presence of the construction manager or Landscape Architect. See Soil Preparation Requirement, this sheet. 4.5 Contractor is responsible for maintaining all areas in a weed and debris free condition throughout the maintenance period. (See specifications). 4.6 Plant symbols take precedence over plant quantities. 4.6 Plant symbols take precedence over plant quantities. 4. 7 All plants shall be protected against heat, sun, wind and frost during transportation to the site and while being held at the site. Do not store plants in total darkness for more than one day. 4.8 Wilted plant material shall not be planted or used on the proiect. 4. 9 Do not damage plant root during transportation or planting process. 4. 10 Plant material may be re;ected at any time by the Landscape Architect due to condition, form or damage before or after planting. 4. 11 Landscape Architect shall approve final placement of all trees, shrubs and vines prior to planting. 4. J 2 All surface rock and debris 1" and larger shall be removed from planting areas and then from the site. 4. 13 Crown of plant shall be slightly higher, after settling, than adjacent soil. 4. 14 Any and al/ damage in new and existing paving caused by the Contractor shall be the responsibility of the Contractor and be repaired by the Contractor. 4. 15 Install all trees and shrubs prior to planting of groundcover and/or hydroseeding. 4.16 Prune trees as directed by Landscape Architect after inspection. 4.17 Remove water basins from al/ trees located in lawn areas prior to hydroseeding installation. * luAt' '. Q4 of' " ,>-(' OF CAL I 0 i* ,-.;-_ 11-+ < Soil Preparation "For Bid Purposes Only'' Recommendation To the extent all new landscape areas should thoroughly be tilled to a minimum 9" depth. For turf and ground cover planting, the following amendments should be uniformly broadcast and thoroughly incorporated to a minimum 6" depth by means of a rototiller or equal. AMOUNT I 1,000 sq. ft. -4 cu. yds. Nitrogen stabilized organic amendment derived from redwood, fir, or cedar sawdust. -200 lbs. agricultural gypsum -10 lb. 20-20-20 fertilizer The backfill mix for use around the rootbal/ should be prepared as follows: -6 parts by volume on-site soil -4 parts by volume nitrogen stabilized organic amendment -15 lb. 20-20-20 fertilizer Contractor to provide Soil Test from: Soil & Plant Lab 1594 North Main Street Orange, CA 92863 (714) 282-8777 PS-2 APPROVED FOR PL1\ NTING AND IRRIGATIC)N ONLY, INCLlJDING PRECISE LOCi\TION OF PLANTING AREAS. HAS BUIL TH ,NGINEER'S SIGNATURE REOUl,C:D ON PAGE I ONLY APPROVFD ENGINEERl~G PLANCHECKER lJA IE TI ILE _______ _ R[VE\/lD BY, JNSP[CT □R DAT 0 t------t---+-------------+---+----+---+----1 I SH2F9FT I CITY OF CARLSBAD I SH3E3E IS I PL~N~IN[ JlPARl~EN' :==='....::=========::::'....':==~ DATE ,~~IT!AL DA.TE INITIAL DATE ·NITIA'_ CNGINECR OF WOR'\ REVISION DESCRIPTION l:lTHf"R APP~□VAL CITY .APPROVAL IMPROVEMENT PLANS FOR, EL FUERTE PARKWAYS AT BRESSI RANCH ASSISTANT PLANNING TIJR°CT □R l)Wf,J BY: ,.,rc..._w.__ ~RC>,IECT ~10. Cl;KD RY __ _ RV\/[ 'l", CT 0Q.06 I 9--ZS-:ro DATE LJR~.'NlfJS NC>. 402-4l LEN05•AEF LEGEND 1. 3/811 wide tooled joint, 1" dettp, 1 /4" radius at edges. 2. Concrete slab. 3. 1 /8" wide sawcut, l '1 deep. 4. Sanded waterproof sealant color to match ad;acent concrete paving. 5. 3/B' thick expansion joint. 6. 1 ;,r, radius at edges. 7. '11'4 reborw/ s/e&ve at 3'-0" o.e. Tooled joint Sawcut faint Expansion faint SECTION Scale: 1' = 1'..(J' • • " • • 4 4 A • . • NOTES A Controctor shall refer to Strvctvraf Engineer, ond Soils Engineer's reports for all relnfnrdng, thickness, and hose requirements. 8. Refer to Construction Schedule for all colors, types, and finishes. 2. • 4 J 4 4 ... -. • • • • 4 • • • .. 6" 6" . . A l CONCRETE JOINTS "' A PV-Cf'-07 *' g . 2/ ,.p ate /~;i;s<i,1p~ ~ / ~· c,\\\esp;e -1'1>(> \ ' lf, ~ ,.J l\ \f.i ~~\ ' _, I Clf!/,l',}£.~,;....c .. ~ I CD-J * -i,-------'..._-------------.------------------, ~ A.PPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE HAS BUIL TH TIT'_[ ________ ~ DATE ENGINclR"S Sl~~ATUl1[ RCCUIR[O CN PAG[ · m,LY LOC/\TTON OF PLANTING A RELI\S. r,EVl[V[D DY, ENGINEERII-JG PLANCHECKER DAT!: TNSPFCTfl~ DATE l---+---1-------------+---+---+---+----I fsHmlo C l'l' Y OF CARLS BAD I SH3c3llS I ~ Pl.ANNING DEPART~ENT :==:.:=:========::::::..:::====; IMPROVEMENT PlANS FOR, EL FUERTE PARKWAYS AT BRESSI RANCH t------t----1--------------t-----+----+--+---t I A.'~'l}!il'R~O•L'.'~~~~~•{_( --------~ v1 9-ZS-:::OJ DATE INrnAL DATE INITIAL DA TE II\: TIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY Jl.PPROVAL ASSISTAtH ~LANNING DIRECTOR 01\TE OWN BY: , PRO,,FCT N::J. CIIKO BY: __ _ RVVD BY, CT00-06 rJRAWlfJ; NO. 402-4L LEN05-A-EF FINISH GRADING PART 1 • GENERAL CONDITIONS 1. 1 D<escrtpfion: A Work included: 1. Fumlsh all labor, ma'9rials, equipment, appliances and necessary Incidentals for the compltre Installation of oll londscape finish grading a.s shown on the drawings and as specified herein. a. Preliminary Gmd/ng: Gmdes In all plonfing areas will be esioblished lo within +/-I /10 foot by others prior lo beginning of land.cape construction. Raised and roof deck planting areas shalt be backfilled wilh mix-es indicated on pion ond in specifications. b. Weeding: 8efore and during finish grcdlng, all weeds and grosses shall be dug oul by the roof and disposed of off the site. c. finish grading: Finish groding shall con.sis# of finishing svrfoces by raking smoothly and evenly, removing ond disposing of oil e.idmneous matter to facilitate nalural run-off water. All extraneous molter shall be disposed of off the sile. d. Mo/shire Con'9nf: The soil sho/1 not be worked when the moisture content Is so great that el{Cesslve compocHon will occur and not when it is so dry that a dust will form in the air or that clods will not break readily. Water shall be applied, If necessary, to provide ;deal moisture content for tilling and for herein specified. 2. Vl!lt the site to determine ex/sflng conditions, includjng occess fo the site and the nature and extent of existing improvements upon adjacent public and private properly, nature of ma'9rials lo be encounrered and other lacio,. that may affect the work of this secHon. Addlflonal compensaffon resu/Hng from the alleged ignorance of focal condltlons, and their effect upon the cost of the work will nal subsequently be approved. 3. Couse minlmvm interference with workmen, materials., or other eqvipmenl of other trodes on the project. PAIT 2 • MATEIIALS 2.1 No ma'9ria/s are r,,qulrod ol this section. PART 3 • EXECUTION 3.1 Surloce CondlHon: A Prior to commencing work required by this section, Inspect the work of other in,des and verify that such work hos been properly comp/ered and Installed to allow for proper lnsta//affon of all materials and methods reqvired of this sec1;on. B. Ail landscape finish grading shall be lnsiolled In accordance with the requirernen'5 of a" governing aufhorities, the original design and the referenced slandards. 3.2 Finish Grading: A. General: Whon preliminary grcdlng and weeding hos been complered and the soi/ has dried sufficiently lo be readily worked, all lawn and plonHng areas shall be graded lo the e/evolions indlcored on the drcwings. Grades not otherwise ind/cored shall be uniform levels or slopes between points where elevations ore given. Minor adjustment$ of finish grodes shall be made at the diredion of the landscape Plchitect, if required. Finish grade sha'1 be smooth, even and uniform plane with no obn,pf change of surloce. Soil areas adfacent lo building shall slope away from the buildings lo allow a natural n,n-off of wo'9r, and surloce drofnage shalt be directed as indicated on the drawings by remodefing surfaces to facilitate the natural run-off wafer. low spols and pockels shall be graded lo drain properly. B. Shn,bs and Ground Cover: The finish grode of all shn,bbe,y and ground cover areas shalt M 1-J /2 inches below the grade ol ad/acent pavement, walks, curbs or headers and 3 inches .below ad;ocent wofls, An excepffon lo the above raquiremen~ shall be made wherever drainage cond/Hons may raquira Rush grades as d/racred by the landscape Arch1'9cf. C. Lown Areas: The hnish grcde of oll /own area, shall be 1-1 /2 inches below tho grcde of odjacenl pavement, walks, curbs or heade,.. NI e><tepffon lo the above r,,qulromenls ,ho/I be mode wherevor drainage conditions may require Rush grades as directed by the Londscape Architect. D. Orcinage: Conin,clor is to finish grcde with proper slope to drcins. All flow /Ines, designated or not, shall be groded and malnlolned lo allow free flow of surface worer, and shall conform lo the ln'9nf of all plons and secHans alier thorough sellfemenf and compoctlon of the soil. 3.3 Inspections: All Inspections herein specified sho/1 be mode by the Architect. Request inspedions at least 24 hours in advone. of the time inspecffon is des;red. Inspection is required when fjnish grading is completed. END DRAINAGE PART 1 · GENERAL CONDn'/ONS 1.1 Descrlpffon: A. Worl: Included: 1. Provide all labor, materials, tools, equipment, tronsporloflon and necessa,y incidentals for the completion of oil drainage syslems as shown on the drcwings including bul not limited lo the following: a. /nstolloffon of all bros,, ABS and PVC drolnage structures. .b. lnslollotion ol all dmin lines and other necessary equipment as intent of plans, PART 2 • MATERIALS 2.) Acry/onllrlle !Juiodlene-Sl)'rene (ABS) Schedule 40 plosllc drain pipe, perforated or non-perforated in diameters shown on drawings. 2.2 Basins and Drafns: High Jmpoct plasffc styrene drain basins, cok:h basins, and gra'9s, high Impact plastic slyrene deck drains and/or precast concrete drain box and cofch basins and cast iron grate and/or brass basin and grate In diameters, sizes and types shown on drawings. 2.3 Fittings: Snap couplings, snap tees, ells, Y, and receiver coupf;ngs as necessary to connect all pipe, dmlns and fittings as shown or inferred on drawings. PART 3 • EXECIJrlON 3.1 Trenching and Pipe Laying, A Trenches to pitch a minimum of 1 /411 per foot unless ofherwise indicated on drawings. Contractor to vorify a// Invert elevations and trench depth prior to excavation. B. Bottom ol trench shall be smooth and conttnuous lo How dinecfion. A hollow sho/1 be made lo receive be/I of pipe so that the ;olnt will nol bear vpon the subgrodo. Adiusfments lo line and grade shall be mode by scraping owoy or 6///ng in wllh bock/ill under the base of the pipe and not by wedging or bloc/dng. C. Trench ma'9ria/ shall be used for bockfl/1. However, no rocks or lumps shall be used. Welded join~ shall be givon at /east 15 minutes setup before handling . .Above the /eve/ of Initial backfill, the lrench may be backfilled wilh trench ma'9riol. D. Compaction: Compaction by lamping shall be dcne in layers not exceeding eight (8'') /n<Ms In loose depth. Each layer shall be thoroughly compacred before proceeding with work. 3.2 Cleanup and T esfing: A Prior to covering of trenches, drain line and basins shall be checked to insure proper Row and wot.r tightness, B. The piping ,ysj,,ms shall be Rushed and cleaned prior lo connecting lo existing drain line, catch basin or storm drain systems. C. Upon comp/et/on of work, rernov.! debris, tools, and surplus materials from ,,,., 3.3 lnspecHon: The following Inspect/on sho/1 be mode by the Landscape .Archlted: When drainage work Is completed, reqaest Inspection at least 24 hours In advance of the time lhe fnspedion is desired, END SITE CONCRET!; PART 1 • GENERAL CONDITIONS 1.1 Dtscripfion: A Work Included: 1. Furnish all labor, maferials., equipment, appliances, and Mcessa,y incldenio/s for tho complete lnslolloffon of al/ walkways per the drawings. 2. Install retardant hnlsh concre'9 pcr,lng and s'9ps. 3. Install broom finish concrere paving and steps. 4. Install sandblast flnlsh cone,.,. paving and steps. 5. lnslo/1 s'9e/ trowel finish concrere bonds. 1.3 Suhmittals: A Samples of co/or and'""""'' shall be submitted for approval. B. Prepare 5' x 5' panel of each fype ol paving using mix, materials and workmanship proposed for actual work. PART 2 • MATERIALS 2.1 Cement shall be Porilond Cement Type II, conforming lo ASTM designofion C-I 50. Maximum Iola/ alkali shall not exeeed 0.6%. Single brcnd throughout profed. 2.2 Aggregates shall conform to ASTM deslgnaffon C-33, 3/4" maximum size. Fine, noturol sand, well graded, shall conform to.AfTM C-144. Expansion joints shall conform loASTM des/gnaHon D-1751, size, height and locafion as nored on the drawings. Joints shall be Impregnated felt unless otherwise specified on drawings. 2.3 Warer used shall be poioble quality, clean and free of deleterious marerio/. 2.4 Relnlorc/n9 slffl shall be in'9rmedlo'9 grade deformed bars conforming lo ASTM A-615, Grode 40, free of any coating that would prevent proper bond. Welded wire mesh shall conform lo ASTM A-185. All sreel shall be supporled by cho;rs, spacers and hangers, and wired -at intersections. Sizes shall be as shown on drawings. 2.5 Concrete mix shaft be (unless indico#ed otherwise) a 5-sack Porlland Cement mix, 3/4 inch maximum size aggregate with maximum 511 slump, designed for 2500 psi of 28 days. 2.6 Join! sea/anl sho// be two-port polysvllide Clos, A seH-leuellng sealant as manufactured by Thiokol, or multi-port polyurethane cons/ruction sealant by L. M. Scofield. Color as selecred by Landscape Architect. 2.7 Curing marerio/s for walks shall be Thompson's C & 8 curing and bond breaker compound, product of E. A. Thompson Co., Inc. or apprc,ved equal water sealer. 2.8 ln'9gro/ color admixture shall be '0,,um/x' admixture os monufoctured by L.M. Scofield Company. Colar shall be per drawings. 2. 9 Curing marerio/ lor color condlHontd concre'9 ,hall be 'llthochrome Co/OIWOJI as monvlactured by L. M. Scofield Compony. Color shall be per Lond,cape kchitect. 2. IO Relorded finish Concre'9: A ~grego'9 to be 'Son Femondo Stone'. Fine and coo"• aggregore shall conform lo ASTM C33. Cooi,e oggrego'9 shall be 3/8 Inch maximum in size. B, Svrlace retardant shall be Uthochrome concrete surface retorder by l. M. Scofield Company or equal. C. Color fa be natural gray or color per drawings, wllh aggregates exposed. 2. 11 Broom Finish Concre'9: lln,om markings on slobs sho/1 be uniform using a new manila hemp bristle broom or equivalent tool. Pattern sho/1 be as fndicoted on drawings. Color to be per drawings, Where no co/or is specified, color shall be nolvral gray. 2. 12 Sandblast Finish Concrete: ProdlJCfl an even-textured finish, which matches approved sample, throughoui project. Verify and conform lo methods approved by local governing agencies. 2. 13 Sreel Trowel Finish Concrete, Sreel trowel finish concrere bonds shall be edged with a small radius edger. Expansion faints shall be lnsto//ed of 20-0'' o.c. and control ;oints at 5'-V' o.c. or os shown on plans, 2.14 Acid Finish: 8. Moisten all forms prior to placing of concrete. 3.3 Expansion Jofnls: A Place expansion ;oints in walks as shown on plans, not to erceed 7 61 on center. B. Provide expansion ioints where new work adjoJns existing work. C. Place 1 /2' deep, tooled score faints as shown on the drawings, or ot maximum 81 o.c. where not indicated. D. Cold ;olnis are to hove steel dowels as shown on plans. E. All jolnis shall be accurarely aligned, of sharp, even width as shown on plans. 3.4 Concrete fnstallotion: A Class A concre'9 sho/1 conlo/n not less than 5 sacks of cement per cubic yard and be proportioned to afloin a minimum cylinder strength of 2,500 psi in 28 days. Compressive strengths are to be defem,ined in accordance with ASTM C-39. The slump shall not exceed 4". B. All transit mixed concrete shall be mixed and delivered in accordance with the requirement of the Slondcrd Speclficofions for ready-mixed concrete, ASTM C-94. A. C. Where paving or steps odfoin existing elements, grades shall match Ensure that paving surfaces receiving an acid wash finish are hand-troweled before exactly unless oiherwlse shown on plans. Concre'9 shall be finished lo final concrete set. true, even fines ond suifoces and left free from defeds. Maximum variation permitted shafl be-1 /8 inch out of fine or level in JO feet, Joints B. Conform acid washing procedures to 01.l OSHNMSDS standards for application and clean up. and edges shall be straight and true and finished with jointing and edging tools. C. Provide for containment and/or neutralizafion of Muriatic acid during finishing procedures. D. Wrap adjacent improvements that may be etched during operations, such as metalwork, stone, plant material, etc. with plastic sheeffng. E. Wet adjacent plant material prior to acid washing. F. Use lime and/or water to neutralize acid during clean-up operafions. G. Match approved paving sample. It is recommended that a 2-foot x 2-foot test sample be poured from same field mix and finished as same for each finish specified. Apply acid to test sample first to determine etching level prior to etching field pour. H. Use Muriatic acid for provinding on acid wash finish. I. Use on airless-type sprayer to apply acid. J. Use a soft-bristled broom to embed acid. K. Once acid is applied to surface of paving, immediately work into surface with broom, worked in both directions •. L Do not apply acid ta more than 100 square feet of surface area before brooming and washing. M. Use o 2,500 psi pressure washer to remove spent acid. Take precoulions not to etch concrete surface more that what acid had performed. N. Acid Finishes: 1. Ught (a) After 1 day of normal cure time, apply acid at full strength to a 2-foot square test pour. Clean sample and allow to d,y. If surface matches approved light acid finish sample, confinue acid operations on entire field pour. (b) Thoroughly clean field pour and allow to dry. (c) Check for "hard spots". If present, spot spot-treat with fuf/-strength acid, then clean and allow to d,y 2. Medium /a) Obtaining a medium acid wash finish requires acid-etching of previously light acid etched paving. (b) Ensure that paving areas set to receive a medium acid finish are clean and dry before applying full-strength acid. (c) Fof/ow the steps as outlined above for a medium acid wash finish. 3. Heavy: (a) Obtaining a heavy acid wash finish requires acid-etching of previously medium acid etched paving. (b) Ensure that paving areas set to receive a heavy acid finish are clean and dry before applying full-strength acid. (c) Follow the steps as outlined above for o heavy acid wash finish. PAIT 3 · EXECUTION D. Curing: All newly placed concrere shall be kept wet by connnuous application of water for the first seven days after concrel'e has been placed. 3.5 Concrete finish: A Relorded Concrete Finish: 1. Apply relorder lo finished surface, belo,e lniffal set lakes place as d/recred by relordant monvfocturer, by spray, roller or brush depending on retardant consistency, Cover w,lh wet curing burlap and cvre for not less than 10 and not more than 18 hours. Test surloce with o knife blade to determine when lo commence work of revealrng aggregate. 2. Edge with a small rod/vs edger before and Immediately ofter the surface aggregate has been embedded . 3. Reveal aggrega,e by using water fet and coarse ffbtr brushes lo remove retarded paste from surface, washing thoroughly until surface is dean and exposure is complete. Then replace curing burlap and maintain moist for at least seven days. 4. Slob surfaces shall exhibit on oggrego'9 exposure ol coane oggrega'9 particles of a 3/8 inch size constltuffng nat less than 60% and not more than 80% of the surloce. Exposure shall be lo depth lo provide o surface profile ol l /8 in ; 1 /16 inches. 8. Broom Finish: Tamp fresh concrere wllh heavy melo/ grid. Screed with straight edge to remove a/1 irregularifies. Float to a smooth surfucet steel t/'O"A.'e, and edge to an even hard surface. Using n~ manila hemp bristle broom, brush markings on slobs in un;lorm fashion as shown on drawings. Construct 6" steel trowel shiner around edges as shown on plans. C. Medium Sandblast Finish: Finish shall be of an ewin texrure throughout the projed, exposing no aggregate greater than J /811 in diameter. D. Sreel Trowel Finish: Provide hard, dense, smooth Impervious surface, free of defects, achieved by working steel trowels into top surface of concrete. END BRICK MASONRY PART 1 • GENERAL CONDn'IONS 1.1 Descrlpffon: A. Work Included: Furnish a/I labor, materials, equipment, appflances and necessary incidentals for lhe complete instaffation of olf brick paving as shown on the drawings and os specified herein, B. Relored Work: Install all sleeves, anchor bolls and misce//aneavs /n,erls as are necessary. 1.2 Quo/ily Assurance: A. Codes and Slondards: In add/Hon lo the requirements ol all govemlng codes, ordinances and agendes, conform to the requirements of the following codes and standards: I. Brick Masan,y T echn/co/ Dalo Bulletin Na. 19 of of the Assocla'9d Brick Monulactvre~s of Soulhem Calilamlo. 2. Standard speclflcaffons for lacing brick ASTM C-216-62. 1.3 Submittols: A Samples: Furnish ihree (3) full-size samples of oll colored and lexfured brick povei, for approval by landscape Archlrect. 8, Provide o 5' x 51 sample of each paving pottem for Inspection by landscape Architect. 1.4 Product Protection, Slorage and Handling: A Prorection: Toke o/1 precouffons necessa,y to p,orect the moreria/s of this section before, during, and after installation. B. Replacements: In the event of damage, immediotefy repair all damaged and defective work lo ti.. approval of the Londscope Architect, of no additional cost to the owner. PART 2 • MATEIIALS 2.1 All brick units specili,,d undor this stcllon shall comply with ASTM C-62, Grcde MW, except that the maximum absorpllon shall be 16% by 24-hour submersion in cold woter, or 19% by 5-hovr boiling, and the minimum compressive strength shall be 1,500 psi. 2.2 Mortar and grout lo match brick. Color lo be approved by Landscape Arch11ect. 2.3 Concrete Subslahs: See 'Cancn,fe Walkways and S'9ps'. PART 3 • EXECUTION 3.1 Inspection of Surloce Condi/Ions: A. Inspect the work of other trodes and verify that such work hos been properly complered and lnsfo//ed to allow for proper lnslo//olion ol all brick paving. 8. All brick paving shall be lnslolled in accordance with the requl,,.ments ol all governing ovthorifies, the orig/no/ design, and the referenced slondords. 3.2 lnslo/latlon al Brick Paver>, A Pave,. shall be laid plumb, /eve/ and inle to o line In both vertical and horizonfal dlredions. Maximum deviation from straight l;ne shall not exceed 1 /8 Inches In 10 feet. Header, and comor units shall show Rn/shed laces where exposed. 8. Reinforcement: rnsrall refnforcfng as ;ndicated on drawings. 3.3 Cutting of Brick: Use moson,y sow for all culs unless speclffed otherwise. 3.4 Grout jolnls shall be ma,rimum 3/8' wide vAih a concave fooled ffnish. 3.5 Pro'9ction and Cleon-Up: Ail comp/ered work and work of odja/n/ng sutfaces shall be protected from morlar and groat stains and smears. END Sn'E STONEWORK PART 1 • GENERAL CONDITIONS 1.1 Description: A Work included: l. Furnish o/1 labor, mo'9riols, equipment, appliances ond necessary lncldtnlols for the comp/e'9 lnsta//ofion ol alls/ore work as shown or coiled for on the contract drawings and spectflcatlons. 2. Defecflve Work: Any piece of ,lore showing flaws or impe,/ections upon receipt al the slorage yard or building sile sho/1 be relenred to the Landscape .Architect for determination as to responsibility decision as to whether it sho1f be rejected or redressed for vse. 3. Submitta/s: a. Furnish three /3) fu//-slzed samples of each lype ol slant lo the Landscape Architect for approval. b. Pa/lets of slone sho/1 be mode oval/able lo the land.cope Archlted for Inspection a minimum 24 hours prior to installation. PART 2 · MATERIALS 2.1 Siore: A General: All ,lore shall be mndard grade, free ol cracks, seams or starts which may impair its structural integrily of function. Inherent variations and choradar/stics of the quany from which It is obtained may be acceplt!b/e. Color, rextu"' and ffn/sh shall be within the range samples approved by ihe Landscape Architect. 2.2 Moquin Stone: See Plans. 2.3 Mortor: Marlar for se/Hng and po/nHng shall be one port Porllonq Cement ond one port plasfic lime hydrore to lhree ports of dean, non-staining 10nd. It shall be mixed in small botches, using clean, non-alkaline water, until it is thoroughly homogeneous, stiff and plastic. After mixing, the mortar shalf set for not fess than one hour or more than two hours before being used. Mortar color shall match slone. Mortar color shall he opp roved by the Landscape Arch/'9cf. 2.4 Seo/anls and Backup Material: Where specified, G.f. Sffpn,f Sealant shall be used for the pointing of ;oinls. The backup morerial used with the sealant shall be G.E. Glazing lope for /olnls 1/4" or less, foam backer rod for larger joints. 2.5 Anchors, Cramps and Dowels; J,JI anchors, cramps, dowefs and other onchorln9 devices shall be Type 304 stainless steel of the fypes and sizes shown on approved shop drcwings. 2.6 Surface Sealant: Set Plans. PART 3 • EXECUTION 3.1 Fobricotlon: A Dimensions: MaX'imum variation in the dimensions of any piece shall be 1 /4 ol ti.. speclffed bed ana joint width. B. F/ainess Tolerance: I. Vorioffon from inle plane, or flat surfaces, shall be derermlned by use of a 4' long sin,/ghiedge, opp/led in any direction of the surfaat. The maximum variation from true plane shall not eX'ceed 1 /4 of ihe specified joint width. 2. Variations from true plane on oiher parls of lace surloce shall not exceed ihe lo/lowing: Honed Finishes 1 /8" Cleh Finishes I /8'' HAS BUIL TH TITLE ________ _ CS-1 DATE 3.1 Subgrade: ENGIN[[R'S SIGNATURE RFQUIRFD ON P/1GF 1 01,11 v APPROVC:D APPROV~D FOR PLANTING AND lRRIGATION ONLY, INCLUDING PRECISE LOCATIOK OF PLA"NTINC AREAS. REV!E\✓FD BY A Grode oil subgrodes lo o onilorm depth and compact lo 95% minimum compaction. Moisten a" svbgrodes prior to pouring of concrete. B. Cui oil footings in undisturbed or compocred sol/. Footings shall be dead /eve/. C. Place and compact sand or aggregate base as shown In the drawings. 3.2 Forms: A Use only ffnlshed lumber. Sel all forms lo conform to plans and detoi/s and as directed. All edges and lines sho/1 be truly vertical, horizontal or curved as shown on drawings . ~,t>NDSC1p<!': ~tQ ~en, l1C' '13 '<; -1-•_ 0 S:. " & r ' ~ -' ~ 0 "' 0 1/~ "' '"'" , * /04 * ..,,,,,_ Do ,-r: ~~ (' Of CAL I ------------" ENSINC:ERING PLANCHECKER DATE INSP~CT □R DAil l-----------l---+----------------1---1-----l---1----I I SH3::7ET I C TTY OF CARLS BA, D P! Afl'J"N:i rEPARTHENT 33 ~='....'::::=============='-'=::::::::::=:::; SHEETS IMPROVEMENT PLANS FOR: EL FUERTE PARKWAYS AT BRESSI RANCH ,·.: 1---+---+-------------------+..------l-------l--------l-------l 1p R:J\JCT, J ~~/~11~.,., ______ 9-zs---ro ASSIS-AfJT PL AflNING DI~ECT □R DA TE DATE INITIAL ENGlr~EER OF WCRK REVISION DESCRIPTION r--D_A_r_c_,__1N_1 r_, A_L---1_D_A_r_E _,_,_N_11_1A_,...... "~'-:'-~ Kc:~'c!oe!_e_;£.Yc.: r:-cw:~~:-:--:~-1, ___ P_R_o_.JE_c_·_T_"_o __ _,I c R .~4'0',12r~14; LN o. CTITR APPRJVAL CITY APPROVAL _RV\./D BY, _ CT 00-06 . LEN05-A-EF 100803 C. ~ Pieces: l!ocb of all pieces shall be sawn or roughly droS!ed fo approximo~ly true planes. Maximum variation in thickness from lhot speclfred shall not exo,ed 3/8' on pieces less than 3" 1hick or l /'l' on lfiid:er pieces. Sown bocks shall be deaned of all rust stains and iron 3.2 Shipping and Hand/Ing: A Pocking and Loodlng: Finl,hed stone shall be carefully pocked and loaded far shipment using all reasonable and cu,toma,y ~cautions ogolnst domage ;n transit. No material which may cause staining or disco/oration shall be used /or blocking or packing. 8, Site S.,rage: Upon receq,t at J/,e building slle or sto10ge yard, Ifie stone shall be stocked on timber or plalforms at least 4' above the gro1md, and extreme care shofl be token to ptevent staining during 3.3 ~•-Polye1hy/ene or other sui.,ble plastic 61m shall be placed between any wood and fin;shed surfoces and shall .be used also as an protective covering. A All settings shall be done by competent stone cullers, In accordance with approved shop drawings. B. Unless otherwise shown on approved shop drawings, each piece ,ho// be carefully bedded in a full bed of mortar and tapped home wilh a rawhide mallet ta a full and solid bearing, Parlicular care shall be e"'1cufed lo equolize bed and joint openings and eliminate Ifie need /or redressing of exposed surfuces. Exposed surloce, ,hall be kept free of morlor at all times. C. Except /or exponsion joints and who"' otherwise specihed, all joinfs 3.4 i!wlleds shall be completely filled and raked out to a depth al not less than 3/4 inches. Every precaution shall be roken 1o pnMfnt d;rea bearing contad between pieces. A Unless olfierwise speciffed, Ifie spaces be"""'n J/,e back of stone and the bocking construe/ion ,ha// be Riled using Ifie mortar specified in "MATERIALS lf-C'. B, This fill shall be lfioroughly rodded to eliminate all void~ and care shall be exercised lo avoid displacement of Ifie slate. 3.5 Cleaning and Protection: A. Alter being pointed, the stone work shall be carefully deaned, starllng at the lop, removing off dirt, excess morl'or, stains and other defacements. 8. Staln/e,s steel wire brvshe, or wool may be used, but Ifie use of other wire brushes or of acid or other solutions which may co11se dlscoloration is expressly prohibited. 3.d Protection of finished Work: A After the stone work is lnsfolled, If shall be Ifie responslblllfy of Ifie Gene,.,/ Contractor lo see that If Is properly and adequote/y protected /ram damage, Boxing or olfier suitable protection ,hall be provided wherever required, b11t no lumber which may stain or deface stone shall be 11sed. All nails 11sed shall be galvanized or non-rusting. B. All ,tone work in progress shaff be protected at off ffmes during construction by use of o suitable strong impe,vious film or fabric securely held in ploce. End MORTAR AND GROUT PART 1 • GENERAL CONDmONS 1. 1 ~scription: A Work included: 1. Furnish all labor, materials, equipment, appliances and necessary incidentals for the complete installation of all mortar and grout as shown on the drmvlngs and as specified herein. 2. Code, and Standard,: In addiffon to tl,e requirements of off governing code, ord;nances and agencies, conform to the r9quirements of tlie following codes and stondords: a. Masonry Codes and Speclficolions, 1974 edition. b. American Soclely for Testing Materials ()ISTM) for mason,y and grout. c. Uniform Building Code, 1979 odfflon. 3. Samp1es: Submit a complete color range for mortar cofor selection. 4. Proteclion: a. Toke all precautions necessa,y to protect the materials of this section and adioining work before, during and aher installation. 5. Replacements: In the event of damage, Immediately repofr oil damaged and defective work to tlie approval of tlie Landscape Architect, at no additional cost to the Owner. 6. All manufodvred products shall be delivered to the fob site In original unopened containers. PART 2 -MATERIALS 2. 1 Sand: Conforming to ASTM G J 441 except that not fess than 3% shall pass through 1he No. l 00 sieve. Groot sand and poo grovel sho// be well-gmded with not more tlion 5% passing through tlie No. 8 sieve one/ with 95% to l 00% passing the 3/B inch sieve. Conform to ASTM C-404. 2.2 Porlland Cement: ASTM C-150 Type II, low alkali, Mox/mum total alkali shall not exceed 0.6% as per Federal Specification SSC 1928. Only one bnond and one color of cement shall be used. 2.3 Lime: ASTM C-207, Type S. 2.4 Mortar Colors: Pun,, alkali neslstont, non-meto/1/c mineral colors, such as ''Clinton Mineral Mortar Color', HPecora Mortar Stoin~ or approved equal. All colors shall be approved by Landscape Architect prior to use. 2_5 Admixtures: A Red Label Sucomen -Grout Aldo Type II. B. Mortaron by Pen Dixie Chemical Company. C. Omicron by Master Bul/ders. 2.6 Water: Cleon and potable. 2. 7 Calcium d,loride shall not be permitted. PART 3 • EXECUTION 3. 1 Surface CondlHons: A Inspect tho work of other trodos and verify tha1 such work ha, been properly completed and in,tolied to a/low for proper instoi/aHon of all mortar and grout. 8. All mortar and grout shall be installed in accordance wi1h the n,qulrements of oil governing outhoriffes, the original de,ign and ti,., ,.,fe,.,nced standards. 3.2 Mixes: A Mortar for U,e in Brick Masonry Construction: UBC Type Sin following proportions by loosef dry volumes: Portland Cement lime Mortar Sand Mortar Colors Admixtu"' I port 1/4 port 3 ports As required Per manvfoctvrer's recommendations, not k> exceed 1/10 volume of cement. 8. Fine Grout: For spaces less thon 2 inches with! and hfock ce/1s less than 3 incl,es, In J/,e following proportions by loose, dry volumes: Portland Cement Grout Sand .Admixture I part 3 parts Per monvfoctul'f!ls recommendations. C. Pea Gnove/ Grout: For spaces 2 inches wide or more, and block cells 3 Inches x 3 Inches and larger, In the following proportions by loo,., dry volumes. Porlland Cement Grout Sand Pea Grovel Admixture Water 3.3 Mixing Mortar and Grout: I parl 3 ports 2 parts Per monufach.Jrels recommendations. Not ta exceed 7-1 /2 gallons per sock of cement. A. Proportions: Accurate volume measurement, ;n mechanical mixer one (1) fufl sack capacity. Use measuring boxes for ingredients. 8. Mix shorl water, cement and sand for 1wo (2) minutes, odd lime or admixture and addlffono/ wafer, and mix for fen (I 0) minutes. Add wafer for the proper workability. C. Consistency: 1. Mortar: Slump 2-3/4 lnche,, usJng 2" x 2" x 6' high truncated cone. 2, Grout: To pemnlf pouring with ,egregoffon. 3.4 Mortar Appllcaffon: A. Joints shall he maximum 3/8 Inches thk:k, straight, uniform in tooling and dean, with the following types of tooling: 1. Exposed masonry ~ concave joints. 2. See plans for special jointing lypc!s. B. Jo/nHng: Al/ joinffng ,hall be performed to achieve a ci.an, dense joint, well-bonded to all edges of mason,y. C. Mortar shall be generously applied to masonry units on all foce, and ,urfoces lo sofidly fill all void, within ti,., joints, 3.5 Grouffng Application: A Reinforcing steel shall be In place and inspected before grouting ,torts. B. Align verticof cells to maintain o continuous unobstructed cell area not less than 211 x 311• C. Solidly hi/ cells contoining neinforcement. D. Pour grout In 4-foot lifts stopping pour 2 lncl,es below the fop of lhe course. E. Solid grout celfs containing bolts, anchors and other items inserted in the wall. A Mortar Tests: 2" x 4• cylinders, one pair made on each of three consecutive days. Compression: 7 days 27g/3 ~f/ 28 days B. Grout Tests: Prisms, approximately 311 x 311 x 611 mode in brick molds, molds broken away ofter sped men hos sef. Tested in vertical position. CompressJon: 7 days 2B days 1000 p,I 2000psi END CAULKING AND SEALING PART 1 • GENERAL CONDITIONS 1. 1 Description: A Work Included: 1. Furnish a" labor, rnaterlafs, equipment, appliances, and necessary Incidentals for the complete instaflaffon of all caulking and seafing as shown on the drawings and as specified herein. 2. Samples: Submit one sample tube of each type of caulking to be used on thi, project to the Landscape Architect for approval. 3. Guarantee: Furnish o two (2) year wrHten guarantee against all defects in mcteriol.s and workmanship from the dote of substantial completion as determined by the Landscape Architect. Guarantee of this sedion shall include replacement and/or repair as required by the landscape Architect of all items damaged as a result of roof leaks. PART 2 · MATERIALS 2.1 Caulking: A non-staining water repel/ant composition conto;ning no asphalt and meeting requiremenl's of Federal Specification TTC-598, Grode I. 2.2 Joint Sealant: A Dow Coming 780. B. General Electric Silfcone Sealant. C. Thiokol LP: T remco Mfg. Co. 2.3 Primer: As recommended by sealanl manufacturer. 2.4 Joint Bock-Up: Butyl or thofome rope of slightly larger diameter than widlh of lolnt, 2.5 Caulking color to motcli paving material. Colors to be approved by Lahdscape Architect, PART 3 • EXECUTION 3. 1 ln,pection of Surface Conditions: A Inspect the work of otl,er trodes and verify thot such work has been completed and lnsto/led to allow for proper lnstollotlon of all materials and mefhods required for this section. B. All caulking and sealing shall be installed in accordance with tl,e requirements of afl governing authorities; the original design and the referenced standards. 3.2 Application: A Joints and Surfaces to Receive Normal Caulking: Dry, e~an and free from dust, Apply with gun-lype applicator, 8. Joints and Spaces to Receive Seafant: Clean and free from dust. Dry treat all joints with proper primer. Install back-up ;f joint over 1 /2 inch deep. Fill joints with slight concave surface. C. Upon completion, caulking and sealing to have smooth, even finish. AJI sealed joints watertight and weathertight. D. Caulk all areas where two diss;mflar materials m~t and areas where water penefrotion may enter control ;oints in waifs. 3.3 Clean-up: Remove sto,ns of coulklng or sealing operations from areas od;ocent to treated ioinfs, glass and aluminum. All ;oints shall be neat and straight, ma.sJcing tape shall be removed prior to acceptance. END REINFORCING PART 1 • GENERAL CONDITIONS 1. 1 Description: A Work Included: 1. Furnish all labor, materials, equipmenlr appfiances and necessary incidentals for the complete installation of all reinforcing as shown on the drawings and as specified. 2. Codes and Standards: In addffion to 1he requirements of all governing codes, ordinances and agencies, conform to fhe requirements of the following codes and standards: a. Concrete Reinforcing Steel Inst/Me (CRS/): 'Reinforced Concrete - A Manual of Standard Practice', latest edition. b. American Concrete lnsfftufe (AC/): 'Manual of Stondard Pmctice for Detailing Reinforced Concrete Structures1, AO 315, latest edition. c. Uniform Building Code -1997 edffion. 3. Coordinate reinforcing placemen, with all inserted or penetrating Items through concrete. 4. Storage: Do not allow reinforcing mrffl!rlols to hov& dfrect contact with the ground. Cover adequately to prevent rusting or any other confacf with materials injurious to proper bonding. PART 2 • MATERIALS 2. l Reinforcing Bars: New, deformed, billet steel bars, conforming to ASTM A-615, Grode 40. Detiver bars new and free from rusf and mill scale in original bundles with mill tags inloct. 2.2 Welded Wire Fabric: New, rectangular welded steel wire fabric, conforming to ASTM A 185. Gauge and center-to-center spacing sha,r be as noted on the drawings. 2.3 Accessories: Provide galvoniz1td steel or plastic spacers, chairs, ties,. and similar items as required for spacing, asumb/;ng and supporting reinforcement In place. 2.4 Tie Wire: # 16 gauge or heavier, black or galvanized steel tie wine con/onmlng to ASTM A-82. 2.5 Accurately bend, cuf ond place bars as indicated on the drawings. Bend bars cold. Heating of bars will not be permitted. Do not bend or ,traighten bars in any manner that will injure the material. 2.6 Submit mill affidavits stoting the gmde,, physical proporlies and chemical properties of the reinforcing steel, and conformance wfth ASTM specifications to the Landscape Architect before delivery of the steel lo the job site. PART 3 • EXECUTION 3. l lnspeclion of Surface Condiffons: A Inspect the work of other trodes and verily that such work hos been properly completed and installed to allow for proper installation of all reinforcing. B. Ai/ reinforcement shall be installed in accordance wi1h ti,., requirements of all governing authorities, the original des;gn and the referctnce!d standards. 3.2 Reinforcing steel shall be placed in accordance with the, drawings and approved shop drawings and the applicable requirements of the codes and standards herein specified. Install reinforcement accurately and secure against any movement. 3.3 Cleon all reinforcement from loose sea~ rust wit/, wi"' brushing. Remove oil items which would impair bonding of concrete. 3.4 Relnfonclng Supports: Support bars on metol chairs, spacers or metal hangers. Accunofely place and securely fasten to steel neinforcement. Supply additional bars as required to securely fasten reinforcement in place. Support legs of accessories in forms without embedding in form surface. Spacing of chairs and accessories shofl conform with CRS/ls 1Recommended PracHce for Placing Bar Supports'. Accunote/y space tie, and stirrups and wire to the relnfonclng. No wood will be permitted jnside forms. 3.5 Placing and Tying: Securely fie oil "'inforcing with # 16 gauge tie wire of all spikes and ;ntersections and as directed. Point ends of wire ties away from forms. 3.6 Laps and Splices: Lap bars a minimum ol 24 diameters in concrete and 40 diameters in masonry, but in no case less than 24 inches unless otherwise shown on drawings. Wherever possible, splices of adjacent bars shalf be staggered. Wefded wire mesh shall minimum side and end laps of 6 inches. 3.7 Welded Wire Me,h: lnsto/1 wiro mesh in as long /englhs as practical. Wlro oil laps and spllces. Uft wire Into proper position while pouring concrete. 3.8 Dowels; Secure tie dowels in place before depositing concrete. 3.9 Inspection: Notify the Landscape Architect as leas/ 72 hours prior to conc"'te pour. Place no concntte until reinforcing steel has been approved by the Inspector and/or ti,., fesffng agency. 3. 10 Defective Work: The following reinforcing steel work will be considered defective and may be ordered by lhe Landscape Architect to be removed and replaced by the Contractor at no additional cost to the Owner. A Bors with kinks or bends not shown on the dra\Wngs. B. Bors injured due to bending and sfmightening. C. Bars hooted for bending. D. Reinforcement not placed in accordanCf! with the drawings and/or specifications. E. Rusly or oily bars. END SITE CARPENTRY PART 1 -GENERAL CONDITIONS l. l Rough Carpenlry: A Work Included: 1. Wood framing 2. Timbers for posts and beams 3. Rooftop equipment screens 4. Wood grounds, nailers and blocking 5. Wood furring B. Related Work Coordination: Fit carpentry work to other work, scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, grounds and similar supports to allow affachment of other work. 1.2 Product Protedlonr Storage and Handling: Keep materials under cover and dry. Prated against ex-posure ta weafher and contod with damp or wet surfaces. Stack lumber as welt as plywood and other panels, pro\1de for air circulation within and around stocks and under temporary coverings including polyethylene and similar materials. PART 2 • MATERIALS 2. l Lumber, General: Lumber Standards: Manufacture /umber lo comply with PS 20 '.American Soflwood Lumber Stondord' and with applicable gnoding rules of inspection agencies certified by American Lumber Standards Commiffee's (Al.SC) Board of Review. 2.2 Inspection Agencies: Jns,,.ction agencies and the abbr.tv;affons used to reference with lumber grodes and species fnc/ude the following: RIS NLGA SP/8 WCLIB WWPA -Redwood Inspection Service -Noffonol Lumber Gmdes Authorily (Canodion) -Southern Pine Inspection Bureau -West Coast Lumber Inspection Bureau • Wo,tem Wood Products AssocloHon 2.3 Grade Stamps: Factory-rft(Jrk ead, piece of lumber with grade stomp of fnspection agency evidencing compliance with grading rule requirements identifying grading agency, grade, species, moisture content at time of surfacing, and mill. A For exposed lumber, apply grade stamps to ends or bock of each piece, or omit gnode stomps enlirely and issue certificate of gnode comp/lance from inspection agency in lieu of gnode stomp. 2.4 Nominal Sizes ore Indicated, except a, shown by detoi/ dimension,. Provide actual sizes as required by PS 20, for mofsfvre content specified on each use. A Provide dressed lumber, S4S, unless otherwise indicated. B. Provide seasoned lumber with 19 percent maximum moisture content at time ol dressing and shipment for sizes '21 or less ;n nominal thickness, unless otherwise ind;cated. 2.5 Lumber Grade,: Refer to strudvnoi drawings for gmdes of lumb&r. 2.6 Lumber and plywood grading per Section 2505 of Tltle 24 CCR. 2. 7 Tlmber Connectors: Provide inspections per Tftle 24 Seclion 2518/b). 2. B Miscellaneous Lumber: Provide wood for support or attachment of other work, including rooftop equipment curbs and support bases, cont strips, bucks1 nallers, blocking, fu"lng, grounds, stripping and similar members. Provide lumber of sizes indicated, worked into shapes shown, and as fo"ows: A Moisture content: r 9 percent maximum for lumber items not specified to receive wood preservative treatment. 2. 9 Plywood Blocking Panels: For mounffng 1/ectricol or telephone equipment, provide ftne-retordent treated plywood panels with grade designoHon APA C-D PLUGGED INT with exterior glue, in thickness indicated, or, If not otherwise indicated, not less than 15/32". 2. 10 Miscellaneous Material&: Fasteners and Anchorages: Provide size, type, material and finish a, Indicated and as recommended by opp/icob~ standards, complying with applfcabte Federal Specifications for nails, staples, screws, bolts, nuts, washers ond anchoring devices. Provide metal hangers and framing anchors of the size and type recommended by Ifie manufadurer for each use including recommended nails. A Where rough carpenhy work is exposed to weather, in ground contod, or in area of high relative humidity, provide fasteners and anchorages with a hot-dip zinc coofing (ASTM A 153). 2.1 1 Wood T reotment by Pressure Process: Preservative T reotment: Where lumber or plywood is indicated as 17rt-WdM or 'Treated", or is specified herein to be treated, comply with applicable requirements of AWPA wilfi opp/icobi. "'quirements of AWPA Standards C2 (Lumber) Standards C2 (Lumber) and C9 (Plywood) and of AWPB Standards listed below. Mark each treated item with ti,., AWPB Quo//ly Mark Requirements. A Pressure~treat above-ground Items with water borne preservatives to comply wilh AWPA LP-2. After treatment, kiln-dry lumber and plywood to a maximum moisture content, respectively, of 19 percent and 15 percent, T real indicated items ond the following: 1. Wood cants, naflers, curbs, equipment support bos&s, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers and wcterproofing. 2. Wood sills, sleepers, blocking, furring, stripping and similar concea,ed members Jn contact wfth masonry or concrete. 3. Wood framing members fess fhan 181 above grade. B. Pressure-treat the following with water-bome preservatives for ground contoct use complying with AWPB LP-22. 1. Wood members In contact with ground. 2. Wood members In contact with fresh water. C. Complete fabrication of treated items prior to treatment, where possible. If cut after treatment, coat cut surfaces with heavy brush coat of soma chemical uw.l for treotment and to comply wffh AWPA M4, ln,pect each piece of lumber or plywood after drying and discard damaged or defective pieces. CS-2 HAS BUIL TH TITLE _________ _ DAT[ -11G[l,JFFR'S s1n1e, URE REDJl",ED 0'1 PAGE 1 ONLY APPROV[D APPROVF.D FOR PLANTING AND IRRIG1\TION ONLY, INCLUDING PRECISE LOCA_TION OF PLANTING ARF.AS. REVI~\./F"D RY: * F~G NEERING FLANCHECKER DA.TE INSPECTOR i----------t-----------,f-------------+---+---+---+----I I SH3E2E T I CITY OF C /1,.RLS BAD I SH3E3ETS I PLANNIN[ D[PA~TMENT :==:::'....'.::==========:::'....'.::===='. IMPROVEMENT PIANS FOR: EL FUERTE PARKWAYS AT BRESSI RANCH t----+----+--------------1---.+---+--+-----I ,"1~'!'llR~O\_/✓L-Jj~ {1111!:«,.U ________ 9-25"-m DATE IHITIAL DATE INITIAL ENGINEER DF ',",'DRk REVISION DESCRIPTION C!TY AP=>ROVAL ASSISTANT i'LANfHNG DIRECTOR [J/1 • E PROJECT eW CT00-06 I 01~AWING ,~o. _ 402-4L LEN05-A-EF 100803 2. 12 Fire-Retardant Treatment: Where fire-retardant treated wood C'fR7W') is required (by agency or owner), pressure impregnated lumber and plywood with fire-retardant chemicals to compfy with AWPA C20 and C27, respecttve/y, for treatment type indicated below, identify •ifRTW1 lumber with appropriate dassification marking of Underwriters Laboratories, Inc., U.S. Testing, Timber Products Inspection or other tesffng and inspecting agency acceptable to authorffies having ;urisdidion. A Exterior Type; Use where 11FRTW11 wood ;s indicated for exposed applications. B. lnsped each piece of treated lumber or plywood ofter drying and discord damaged or defective pieces. PART 3 -EXECUTION 3. l General: A Discord units of material with defects which might impair qualify of work, and units which are too small to use in fabricating work with minimum ;o;nts or optimum ioint arrangement. B. Set carpentry work ta required levels and lines, with members plumb and true to lfne and cut and fitted. C. Securely artach carpentry work to subst-by anchoring and fastening as shown and as required by recognized standards. 1. Countersink nail heads or screws on exposed carpentry work and t,/1 hole. D. Use common wire nails, except as otherwise ;ndicat.d. Use finishing nails for finish work. S.led fasteners of size that will not penetrate members where opposite side will be exposed to view or wilt receive finish materials. Make ffght connections between members. Install fasteners without splitting of wood -pre-drill as required. Use gafvanized nails for all exterior carpentry. 3.2 Wood Grounds, Nailers, Blocking and Sleepers: A Provide wherever shown and where required for screedlng or attachment of other work. Fonn to shapes as shown and cvt as required for fn,e line and level of work to be attached. Coordinate location with other work involved. B. Provide permanent grounds of dressed, preservative treated, key-beveled lumber not less than 1 \" wide and of thickness required to bring lace of ground to exad thickness of finish material involved. Remove temporary grounds when no longer required. 3.3 Wood furring: A Suspended Furring: Provide size and spacing shown, Including hangers and attachment devices. Lever to a tolerance of 1 /811 in 10~ except 1 I 4" In 1 O' far thich-coat plaster work. 3.4 Wood Framing, General: A Provide framing members of sizes and on spacings shown, and frame openings as shown or, if not shown, comply with recommendations of Title 24, Do not splice strudural members between supports. B. Anchor and nail as shown, and to comply with Tffle 24. 3.5 nmber Framing: A. Provide wood beams and girders of the size and spacing shown. fnstaJ/ With crown edge up. Provide continvous members unless otherwise shown. B. Provide wood posts of the sizes shown. Provide metal anchoring and attachment devices as shown. END FINISH CARPENTRY PART 1 • GENERAL CONOmONS 1. 1 Description of work: Finish carpentry inclvdes carpentry work which is exposed to view, ls no~strucfura/, and which is not specified as part of other sections. A. Work Included; 1. Exterior joists and beams. 2. Exterier decking and trim. 3. Wood scrHning and panels. 1.2 Qualify Assurance: A fodory-mark each piece of lumber and plywood with fype, grade, mill and grading agency identification except omit marking from surfaces to receive transparent finish, and submit miff certificate tfiaf material has been Inspected and graded in accordance With requirements if it cannot be marked on a concealed surface. B. Sofiwood lumber Standards: Comply with PS 20 "American Sofiwood lumber Standard" and with applicable grading rules of the respective grading and inspecting agency for the species ond product indJcated. 1.3 Submittals: A. Samples: Submff the following somp/es for each species and cut or pattern of finish carpentry. 1. Exterior beams and joists, 2'-0" long x full board width, unfinished. 2. Exterior decking: 2'~0" x full board width, unfinished. 3. 5 K 5 decking sample: Sandblasted. As indicated on drawings. 1.4 Product Protection, Storage and Handling: Prated finish carpentry materials during transit, delivery, storage and handling to prevent damage, soiling and deterioration. I I * PART 2 -MATERIAi.$ 2. 1 General: A Nominal sizes are indicated, except os shown be detailed dimensions. Provide lumber manufactured to the adual sizes a, required by PS 20 or to odual sizes and patterns as shown, unless otherwise Indicated. B. Moisture content of Softwood lumber: Provide seasoned (KD) lumber having a moisture content from time of manufacture unffl tiiM of instaUation not greater than values required by the applicable grading rules of the respective grading and inspecting agency far tho species and produd indicated. C. Lumber for Transparent Finish (Stained or Clear): Use pieces made ol solid lumber 1dock. D. For exterior FTnlsh carpentry work, use lumber lor 1'wet uH' and ~rtiFTed so by respecHve grading and inspedlng agency for species and produd indicated. 2.2 Exterior finish Carpentry: A Beams and Joists: Provide lumber complying with the following requirements indudlng those of the grading agency listed wffh species. 1. Species: Douglas fir, Western Wood Products Association CNWPAJ. B. Texture: Saw-textured all four sides and/or re-sawn as Indicated on drawings. 2.3 Miscellaneous Materials: A Fasteners and Anchorages: Provide no;Js, screws and other anchoring device! of the type, size, materio(, and finish required for app/icaffon indicated to provide secure affachment, concealed where posslble, and complying with appllcable specifications and all agency codes. 2.4 Wood T reotmont; A. Preservalive Treatment (Trt-Wd): following basic lobricatlon, provide 3-mlnute dip treat- ment of finish carpentry Items indicated to r«eive preservative treatment fn 5 % solution of pentachlorophenol, wffh vehicle wllich will not Interfere with finish application and will produce minimum effect upon ap~aronce. Apply brush coot on surface cut after treatment. PART 3 • EXECUTION 3.1 PreparaHon: Condlffon wood materials ta average p~lling hvmTdify condlHons In Installation areas prior to insh:tlling. 3.2 Installation: A. Discord units of material which ant unsound, warped, bowed, twisted, Improperly treated, not adequately seasoned or too small to fabricate work with minimum of joints or optimum jointing arrangements, or which are of defec:ffve manufacturer with respect to surfaces, sizes or patterns. B. Install the work plumb, level, true, and straight with no distar1/ons. Shim as required using concealed shims. Install to a toleronce of I /8' In 8'-0' for plvmb and level decking. C Scribe and cuf work to fit adjoining work, and refinish cut surfaces or repair damaged finish at cuts. I. Apply flat grain lumber with bark side exposed to weather. D. Anchor finish carpentry work to anchorage devices or blocking bulh-in or dlred/y attached to Jubstrates. Secure to grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing as required for a complete inskJ1'affon. Except where pre-finished matching fusfeners heads are required, use fine gafvanized finishing nails for exposed nailings, countersunk and filled flush with finished surface, and matching final finish where transparent is indicated. 3.3 Ad/ustment, Cleaning, finishing and Protection: A. Repair damaged and defective finish carpentry work wherever possible to eliminate defects fundionally and visually. Where not possible to repair properly, replace woodwork. Adfust Joinery for uniform appearance. B. Clean finish carpentry work on exposed ond semi--exposed surfaces. Touch-up shop-applied finishes to restore damaged or soiled meas. C. Protedion: Installer of finish carpentry work shall advise contractor and/or owner of final protedion and maintained conditions neoe.ssory to ensure that work will be without damage or deteriorolion at time ol acceptance. END ENGlt,EER'S SIGflATU,F R0 0IJIRF') ON FA.~E 1 OfJLY APPROV[D ENGINEERING PLANCHECKER 1\PPROV:E:D FOR PLANTING 1\ND lRRIGATIOK ONLY[, INCLUDING PRECISE I LOCATION OF PL.A.KTING A.REAS. REVJEl,/ED BY, lNSPFCTDR BUIL TH CS-3 DATE DATE l---t----+--------------l---+--+---+----11 Sc3[3ET I CITY OF CARLSE1\D I SH3"3,TS I PLANNING DE"ARTM-NT ~='-===================-'====; IMPROVEMENT P!ANS FOR: , -- lure( 04 DAT:. IN TIAL Ft'-IG WTR OF WORK DATE INITIAL DP.TE REVISION DESCRIPTION CITY APPROVAL EL FUERTE PARKWAYS AT BRESSI RANCH owN sv, r~cw=--PR~k'-:::C"I NC>. cc1Ko sv, __ _ RV'wD BY, CT00-06 DRAWING NO 402-4L /£N05-A-EF 100803