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Home My WebLink AboutDWG 476-9M; CT 02-17; BLACKSTONE RANCH; 01-19~ D 1-:c t d:l (() (.) ' ,1- \f) _, lll D (.) 1: ' D ;;-; D 9 :c \) [;' ,c D z ,( 7 (.) (.) J PLANS PREPARED FOR, CALIFORNIA V'IEST COMMUNITIES 5"121 PRIESTLY DRIVE, SUITE 110 CARLSBAD, CA "12008 LANOSCAPE ARCHITECTURAL" PLANS FOR: BLAGKS-1ONE RANCH MODEL HOMES PLANS PREPARED BY, S.MP. SILLESPIE. MOODY. PATTERSON 4010 SORRENTO VALLEY BLVD., SUITE '200' SAN DIESO, CALIFORNIA "12101 858.558.8"111 CAL/PORN/A YVEST PROPERTIES ~v-w,.gmplanciarc.h.c.om GfNERAL CONDITIONS 51-kJRT FORM PROTECTION OF LIFE AND PROFERTY I. Contractor sooll protect all construction aid ICl'ldscaping from domage Cl'ld, ,;hen required, provide guerds or coveriig. N'! domage shall be repaired or replaced at the Contractor's expen,e. Contractors on the job shall corry the folloHing [rl$liror£e, (a) rlorker's Gompen,ation, (b) Public Comprehen,ive Generol Liobili~, and (c) Proper~ Damage. In or emergenci trreatening the safe~ of life, Hork or adjoiiing property, the Contractor Is herebj instructed to act at his discretion to prevent such loss or injury and shall maintaii the folloHlng minimum liobili~ insurC111ce coverage t!x"iig the contract period. COVERAGE Automobile I Vehicle, IIPOOPOO per Occurrence Bodily Injury, 11poopoo per lndiviciial, per Occurrence Proper~ Damage, 12,ooopoo per Occurrence, "'lo/egote 2. The Contractor sooll cause to be named as additional insured in such Contractor's Public Liabilitj, Contractor's Protective Liobili~ Cl'ld Automobile Liabili~ lnsurooce policies the folloHiig, (a) uilWomla Yiest Coomwitles, 5'l21 Priestly Drive 9"Ite 110, c«lsbad, C,A ~2008, (b) Gillespie MoO<ij Patterson., 4010 Sorrento Valley Blvd 9"Ite 200, Sal Diego, C,A ~2121. Contractor Hill provide C.G. 2020 II/B5 endorsement. 3. Contractor shall nat coose this policy to be cor£elled or permit it to lapse, aid the insurance policy shall include a clause to the effect that the policj shall not, at "'I time t!x-ing the construction period, be cancelled or reduced, restricted or limited until fifteen (15) d<lj5 after all additional insureds have received written notice as evidenced bJ retsrned receipts of registered or certified letters. 4. The Contractor ag-ees to hold the 0Mer C111d Laidswpe Architect hamless from "'I claims arising out of his operations of any of his sub contractors, material supplies, or agents. 5. All local, municipal C111d state IClr!s, rules and regulations governing or relating to ani portion of this Hork ere herebj incorporated into ord made a part of these specifications ood their provisions shall be carried out bJ the contractor. 6. The contractor shall verify the lowtions of all exlstog utilities, structures, and sertlces before conmencing Hork. The locations of utilities, structures and services shoHn In these ploos ere approximate only. N'! discrepoocies betHeen these plC111s aid actual field conditions shall be reported to the omer or lordscape architect. l The contractor shall protect all existing utilities and features to remain on, ord adjacent to, the project site during construction. Contractor shall repair, at his OHn expense, all damage resulting from his operations or negligence. 8. rne contractor shall obtaii the pertinent engineering and/or architectural plans before beginning Hork. 9. Permits for any construction depicted in these plors shall be obtaiied bJ the contractor. 10. Contractor sholl have a valid contra,tors lioense requ;-ed for the particular "ork being done. Gontra,tor shall not allos the license(,) to lapse during the contract period. lAND5GAPE INSFEC,TION NOTES A) A SITE INSPECTION SHALL BE PERFORMED BY THE RESPONSIBLE LANDSCAPE ARCHITEGT TO CERTIFY COMPLIANCE filTH THE APPROVED EROSION CONTROL-LANDSCAPE PLAN. fiRlffiN GERTIFIGATION TO THE E:JJILDING DIRECTOR SHALL CERTIFY THAT THE SOILS, ADDITIVES AND AMENDMENTS, f'IEED CONTROL, PLANTING OF THE SLOPES AND INSTALLATION OF THE IRRIGATION SYSTEM COMPLIES filTH THE APPROVED EROSION CONTROL-LANDSCAPE PLAN. CERTIFICATION SHALL BE :IBMlffiD AND APPROVED PRIOR TO CALLING FOR FINAL INSPECTION. I) THE LANDSCAPE ARCHITECT C,ERTIFIGATION SHALL CONTAIN A STATEMENT AS TO THE GROl'IING STOC,K VIABILITY, f'II-IENEVER CONTAINER GROYIN PLANT MATERIAL IS INSTALLED. DIG ALERT CALIFORNIA STATE LA¥I SAYS YOJ !1.IST GALL BEFORE YOJ DIG. GOVERNMENT CODE SEC,TION 42I6-42IM STATES THAT 'EXCAVATION' ,GRADING, TRENCHING, DIGGING, DITCHING, DRILLING ALGLRING, 11.JNNELING, SCRAPING, GAELE OR PIPE PLOl'IING, DRIVING, FOUNDATION DIGGING, LANDSCAPE DIGGING PLUMBING, FENCE POST OR ANY OTHER fiAY. C\!R PERMIT FOR DIGGING HILL NOT 8E VALID YIITHOJT A DIG ALERT TICKET ll.lM8ER AND NOTIFICATION THAT THE MARKOJT HAS BEEN COMPLETED. THERE IS ALSO A I4-DAY filNDOfi (SECTION 42I6(E)J IN ,;HIGH YOJ !1.IST COMPLETE THE PROFOSED DIGGING. IF YOJ 11ILL NEED ADDITIONAL TIME BEYOND THE 14 DAYS. IT IS YC\!R RESPONSIBILITY TO RECALL DIG ALERT. DIG ALERT TOLL-FREE ~R IS 1-800-422-4133. HOLD HARMLE55 AND INDEMNIFIC,ATION C,LAJ£,E CONTRAGTOR AGREES THAT HE SHALL ASC:,IJHE SOLE RESPONSIBILITY FOR -\JB SITE CONDITIONS ~)RIN0 THE GOJRSE OF CONSTRIJGTION OF THIS PROJEGT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REOJIREMENT SHALL APPLY CONTINIJOJSLY AND NOT BE LIMITED TO NORMAL f'l:)RKIN0 HOJRS, AND HJAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD TrlE 01'\NER, THE GITY/W!NTY OF LOCAL JJRISDICTION, AND HJE LANDSCAPE ARCHITECT HA!<J'fLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION lilTH THE PERFORMANCE OF f'l:)RK ON Trl!S PROJECT, EXCEPTING FOR LIABILITY ARISING FROM TrlE SOLE NEGLIGENCE OF THE OYINER, THE GITY/W!NTY OF LOCAL JJRISDIGTION, OR THE LAND:-GAPE ARCHITECT. TAKE PRECEDENCE THE C,ITY OF GARl5BAD LANDSCAPE STANDARDS REQ\IIREMENTS SHALL TAKE PRECEDENCE OVER THE APPROVED LAN[)'":£APE A_ANS SHO.ILD A DISGREPANGY OCOJR BET~fEN ANY NOTES, SPECIFICATIONS, DETAILS, SITE CONDITIONS, OR OTHER Sl~JATION REGARDING THE INTERPRETATION Of CONSTRlk:,TION FROM THESE PLANS, THE CITY REPRESENTATIVE" DECISION SHALL BE FINAL. LANDSCAPE ~ILL BE PROVIDED PER THE ATTACHED PLANS AND THE STANDARDS AND REQUIREMENTS NOTED ON THESE PLANS. PRIOR TO COMMENCEMENT OF BUILDING CONSTRUCTION, FINAL LANDSCAPE PLANS ~ILL BE PROVIDED INCLUDING PRECISE PLANTING, IRRIGATION, LANDSCAPE Ll&HTING, CONSTP.UC.TION PLAN AND DETAILS, LANDSCAPE DRAINAGE, SPECIFICATIONS AND SAMPLES PER THE CITY OF CAP.1..5BAD DESIGN &UIDELINES. L LC-0/ LC-02 -~ rn L L I.-I.-I= r ~Pl! ' ' Ll-0/ -Ll-02 LP-0/ LP-02 i l ) ~ t ,, ~ I VICINITY fv1AP //PROPERTY / I LINES I I , SHEET INDEX: SHFFT TITLF SHEFT CONSTRUCTION PLAN/LFGEND 4 IRR. CALCS CONSTRUCTION DFTAILS/NOTES IRRIGATION PLAN 4 LFGFND RFCYCLED ~ATER USE FXHIBIT IRRIGATION DETAILS 4 NOTFS PLANTING PLAN/LEGEND 4 IRR. CALCS PLANTING DFTAILS 4 SPFCS DECLARATION OF RESPONSIBLE CHARGE SHFET NUMBFR 01 02-03 04-10 11-12 13 14-16 11-18 IC! SHFET SEQUENCE LT-01 LC-01 TO LC-02 LC-03 TO LC-OC! Ll-01 TO Ll-02 Ll-03 Ll-04 TO Ll-06 LP-01 TO LP-02 LP-03 I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF VIORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6103 OF THE BUSINESS AND PROFESSIONS GODE AND THAT THE DESIGN IS CONSISTENT Y'ilTH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAY'ilNGS AND SPECIFICATIONS BY THE Giff OF CARLSBAD AND THE SAN DIEGO GOUNff DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEY'i ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF J,'JORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE Y'ilTH THE APPROVED LANDSCAPE CONCEPT PLAN, KATER CONSERVATION PLAN, STORM KATER POLLUTION PREVENTION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY, --~'-t-Q___~-~---------- ~~TERSON FIRM NAME AND ADDRESS, GILLESPIE MOODY PATTERSON ING. 4125 SORRENTO VALLEY BOULEVARD, SUITE 'D' SAN DIEGO, GA q2121 PHONE NO., (B58) 558-8q11 FAX, /858) 558-qJ88 REGISTRATION NO., GA 3S03 EXPIRATION DATE, 02-15 KATER EFFICIENT LANDSCAPE DEGLARA TION, DA TE (0 , Zf'r -I± I AM FAMILIAR Y'ilTH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE Giff OF CARLSBAD'S LANDSCAPE MANUAL I KATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE Y'ilTH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF Y'iATER. NAME, JOH~ PATTERSON (858) 5 8 -8'111 PHONE NO, Giff OF CARLSBAD NOTES INSPECTION PROCEDURES, DATE LA 3503 REGISTRATION NO, 02-15 EXP.DATE I. INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE J,'JORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPEG TIONS AND REQIJIRED SUBMITTALS. 2. FOLLOY'ilNG THE COMPLETION OF J,'JORK, THE LANDSCAPE ARCHITECT OF THE J,'JORK Y'ilLL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQIJEST FOR A FINAL LANOC..,C,APE INSPECTION BY THE Giff MUST ALSO BE MADE BY GALLING THE INSPECTION REQIJEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO l60-q44-8q43 LANDSCAPE INSPECTION REQIJEST PHONE LINE, 160-602-4b02 3. ALL IRRIGATION BAGKFLOY'i PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE Giff AND THE CARLSBAD MUNICIPAL Y'iATER DISTRICT. PIPE BEmEEN THE METER AND BAGKFLOY'i PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BAGKFLOY'i TESTERS GAN BE FOUND ON THE Giff ~EB SITE AT http,/l~eb.carlsbadc:a.9ov!servi,es/departments!~ater!Doc:uments!~ater'oac:kflo~testerlistpdf 4. Y'iATER SERVICE (POINT OF CONNECTION) INSTALLATION FOR LANDSCAPE SHALL BE IN PLACE AS REQUIRED TO COINCIDE ~ITH PLANTING TIMING SPECIFIED IN SECTION 1/. 5. PRIOR TO BEGINNING LANDSCAPE J,'JORK THE CONTRACTOR SHALL CONTACT THE DESIGNER OF ~ORK PRIOR TO BEGINNING LANDSCAPE J,'JORK AND THE DESIGNER OF J,'JORK SHALL REVIEY'i THE PROJECT UTILlff LOCATIONS AND REVISE PLANS ACCORDINGLY TO FIJLLY SCREEN ALL UTILITIES FROM VIEY'i AND PROTECT ALL UTILITIES (ABOVE I BELOY'i GRADE) FROM INVASIVE PLANT GROY'iTH AND ROOTS. V'IATER EFFICIENT LANDSCAPE NOTE, A fiATER EFFICIENT LANDSCAPING BROGl!JRE SHALL BE AVAILABLE FOR EACH GRO/iP OF ADIJLTS VISITING TrlE MODEL HOME. AT A MINlf!.IM, EACH BROCl!JRE SHALL INCLUDE INFORMATION DESCRIBING THE fiATER EFFICIENT FEATuRES OF THE MODELS LANDSCAPING; REsaJRGES FOR ADDITIONAL INFORMATION REGARDING f'IATER EFFICIENCY IN LANDSCAPING; CONTACT INFORMATION FOR TrlE LOCAL fiATER flRVEYOR AND PLANNING DIVISION; AND A REFERENCE TO TrlE REaJIREMENTS OF Tl1IS LANDSCAPE MAWAL. A COPY OF Tl1E BROCHJRE SHALL BE PROVIDED TO THE PLANNING DIVISION PRIOR TO THE CITY t'l!THORIZING TEMPORARY OCCUPANCY AS A MODEL HOME. E 8 . .c ~ co "O C co a.. E 0) I . ~ r-- 1'- 0) 0:, I 0:, LO LO --0:, LO 0:, -I a.. ' d:l NOTES, XX/XX/XX JP -LQ1J CTr] '>: 9 + A SEPARATE CITY REVIEV'l AND APPROVAL IS REQUIRED FOR ANY 1-----+---l--------------+----+---l---+----t 1 CITY OF' Ci-\RLSBAD 9 ~ ,r PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY 1 _______ ----:;;;.:-Ji----::::;:;;;;~::;;;;;:;:::----T-----------l-----------------t---+----f----------------+---t---t--+--1 PLANNING DIVISION 'l._ § ~:~~OVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING 4 IRRIGATION -:p-";-:-:-vE_0 ______ :; • .41~ ~ "._~~:r:~:c -1~ APPRO V[O FOR ~L=AN=0=3=.c=-.A-=P=c:=·i=T=rL=c:=s1-=m==,,E==,T=F'O=F=,:======-:1=L=T=-=0=1::: j ~ t PRIOR TO OCCUPANCY AND/OR SECURITY RELEASE THE LANDSCAPE 1ST SUBMITTAL 07-25-14 ,, ~-.;</,_</~ 'lo C'~ /RR/GA TION AND n AS BU I LT ll BLACKSTONE RANGH ti [" ARCHITECT OF V'lORK SHALL REVIEV'l/lNSPECT THE PROJECT AND PROVIDE 2ND suu•11·r·rAL 00-03-14 g m p ,., _.. ",!ODEL HO",!Es ,f, l'L,_'r " __,c.:, ,0~" /1,,.--.._vi 'G, "'~ PL A /\/ T/ N G O /\/ L '(, 1 • 1 1 • 1 " A CERTIFICATION LETTER FOR RELEASE OF SECURITIES, AN IRRIGATION -0 ;;; 3RD SUBMITTAL 10-20-14 ~ ~ ~~~~~i6 ~~DT~:~~~~~::~:0~0~~~~N MAINTENANCE SCHEDULE AS 1< ' ' 'ii~'.·~· .,,, * INCL u DI /\I G p R [CI s [ RCE ---EXP----DATE 1-----+---l--------------+----+---l---+----t I APPROVED ,If~( 4£ E:::IL ·J..r--___ II-c;. 1:l: I ID ~ LANDSCAPE y~1'0':X/14~~i"'" LOCA TIO/\/ OF REVIEWED BY: _PLANNING ='2L/-. ~ ~ Jou No. ,,,-oaa ARCHITECTURE ~F C/>.L ,~ci PLA/\/ Tl NG ARE A. DATE INITIAL DATE INITIAL DATE INITIAL g~~'D siy ---PROJECT NO. DRAWING NO. ~ lL/ _sc_·A_L_E ____ A_S_' _s_HO_W_N L ___ &_P_L_A_N_N_IN_G ___ _L _ _!E!JXP~k.::;al;!:io:'.!_n ~D~at!:e,10~2~-~1~5~-----------'--_j__:1.!:!N::!SP:'._l:E:'::C:.:.TO~R.:...__ _________ ~D::::A:2TE::._ _ _coE:.::'.S:IG:_::NE::_:R_:O'.'._F__:W.:.::O::.::RK.L ___ R_E_V_I_S_lo_N_D_E_s_c_R_I_P_T_IO:.._N ____ J..:'.o.'..'.TH'.:::ER:..'.'.'.AP:P_:RO:::'.V:'.::AL:_J___.::::.C1.:_:TY..:A:P::P::Ro:.:_v:'.::AL:...l~R~Y~W;;;;D;;:;;:;:B;;::Y:=::::::::::!...!::=~C=T~0~2~-~1~7==~4~7::6~-9=M~J ::l LL 9 ------------------------------------------------------------------------------------------------------------------------------------------------------.. ~" I I ' I I / I II l l / I I / I f / I I I I ~=-tl---------+----:c~'------:7--'1_· ---=~-----:::;o_..L-----::;,--'--/ ----:7------:::;oc---'--+--;,,--'-------=,-'''-----::;,--_j__ ____ .,,,-=-'------,or1/------;r"---------,;,,....:_I __ ~~ ~ J [(\ ...-., 1-_,, --'A ~~ ___..-----r g __--.~ I ;_ ~~~-/ I ,--,✓yL-~ -,-tr~ (- ~: --~-?~~ .. -0--,"--~··_1 o--o -°F-=---M~ --~"-~ ~~~--o-.. ~-o-U) o- ~~ / c;;;:;J~ ( -~--0-• ~ ·---o -~ -o-~ ---➔ / -' ' ' I I ' ' ; I I ' ' ' ' I / I I I , I <( N ,: Ill () 01 \ I lll ' I I I ~ I I I I' b II; 1/ I I 1 I I I I I! I I I I 11 I I 1 · I I I I I i I I :/i I I ' /\I I I f -------~-;,. ~-;,. / i ; I ! ---;,. ' ~ r,O !fl , ~+30"T.~. _I,! . \ I/ 45 # # 'f ... +6'-,-<--~<..'<''-V 1/ ➔I l-----'17'V d I I I I ,. I /I II I (~ ,._? ;w_:(~ .~,,, I 1 1✓"" I . IL.w........cl / IL::~: / II I ; II I 52 I II -- I II I~ II 11 = I I II Q lf-7 11 _______ -Ec;II II DJ · II 1 11 FF: 466.5' II ;g 'i: : 11 LOT 38 PAD:466.0' II Ill-I II _, :: PLAN 4E II I I 11 .-j FF_O_R_MA_L_S_P_A~N-IS-H~-1,-,11 11~~1~ 0 JI i REFINED SPANISH ~-(I r- 1 I I '-_J" r77 I I I 51 I ~/ l~.b~~;;;;;;;;;;;~~DI I 11 II I I -==; D ~--' --------11 Ii,,!!:===,,!] -----· - II 11 II 11 II I I II II II II II II / I I I /\ [r ' I \ ' / I ' I ! . (_\ 7 ' 2 I I I 3' I 11' ••D-••-a•----s-:-· 11-611 i}1} •'·-~ '-. ~·,(' _,_: ··J§f' fi;:~···•· ... ·. I 1-411 m-A'-71'-'.,i'<}"'it'},;~r-- }i/ ITALIAN VILLA CLASSIC VILLA \ 7 7 ~ /r/ 0.:1 1;\ __ .J • L .. ~- ' ! \\ \\ \\ 7 U) -~ O• ~ I I I I I I I I -\-- I ll ff u {; II II II II 11- IF" II II ~I ::( II II rl1_ I II I [ii II I I ! I II I 1,r i': b[G [ II , 11 II II II II II II II II II JI . ·1/ II II II II [ II E \ II II II II II I' CQNSTR.UCTIQN LEGEND 0c.URB AND GUTTER BY OTHERS 0DRIVEV'lAY APRON BY OTHERS (;;\HANDICAP PARKING SPACE V'llTH ADJACENT VAN ACCESSIBLE 'v AISLE 4 SIGNAGE 0A.c.. UNITS PER ARCHITECTURAL PLANS 0vrNYL SIDEYARD GATE 0vlNYL SIDEYARD FENCE 0 TUBULAR STEEL PERIMETER FENCE SHALL MATCH EXISTING ADJACENT TUBULAR STEEL FENCE CONSTRUCTION 'i 42" TUBULAR STEEL TRAP FENCING V'lHEEL STOP BY OTHERS II ADA ACCESSIBLE ROUTE OF TRAVEL ADA ACCESSIBLE RESTROOM BY OV'lNER IS ADA RAMP FROM PARKING LOT TO SALES OFFICE METAL EDGING PER CONTRACTOR (LOT 41) PARKING LOT SIGNAGE BY OTHERS (LOT 40 PLAN 2G) PATIO V'lALL @!LOT 40 PLAN 2G) INTEGRAL COLOR VEHICULAR 4 PEDESTRIAN CONCRETE BANDING V'l/ TOP GAST #3 FINISH, COLOR SHALL BE DAVIS COLORS 'ADOBE ii6101B' V'l/ SC.ORE PATTERN AS SHOV'lN ©(LOT 40 PLAN 2C) STAIRS AND HANDRAIL 40 PLAN 2G) V'lATER FEATURE 40 PLAN 2G) BARBEQUE COUNTER 21 (LOT 40 PLAN 2G) FLAGSTONE PAVING E/LG-03 F/LC-03 G/LG-03 C/LC-03 Y/LG-06 H/LC-OB I/LC-03 J/LC-04 A,B/LG-03 @!LOT 40 PLAN 2G) INTEGRAL COLOR CONCRETE DRIVEV'lAY V'l/ HEAVY SAND BLAST FINISH, COLOR SHALL BE DAVIS COLORS 'SANDSTONE #5321' HI SC.ORE PATTERN AS SHOV'lN @(LOT 3B PLAN 4E) PEDESTAL V'llTH AC.GENT POT @(LOT 3B PLAN 4E) INTEGRAL COLOR CONCRETE PAVING V'l/ MEDIUM SAND BLAST FINISH, COLOR SHALL BE DAVIS COLORS 'PEBBLE #641' V'l/ SCORE PATTERN AS SHOV'lN (3(LOT BB PLAN 4E) INTEGRAL COLOR CONCRETE PAVING V'l/ LIGHT SAND BLAST FINISH, COLOR SHALL BE DAVIS COLORS 'SAN DIEGO BUFF #5231' V'l/ SC.ORE PATTERN AS SHOV'lN §/LOT BB PLAN 4E) INTEGRAL COLOR CONCRETE BANDING V'l/ TOP GAST iiB FINISH, COLOR SHALL BE DAVIS COLORS 'ADOBE 116101B' V'l/ SC.ORE PATTERN AS SHOV'lN @(LOT 3"1 PLAN 3D) TRELLIS BACKDROP @!LOT BB PLAN 4E) DECORATIVE PAVERS SHALL BE BELGARD 'CAMBRIDGE GOBBLE, COLOR SHALL BE 'MONTEGITO 54 PUBLIC. RIGHT-OF-V'lAY 55 *MODEL XERISGAPE SIGNAGE • UP LIGHT TO BE DETERMINED BY CLIENT DRAINAGE PER CIVIL ENGINEER K/LG-04 4BB/LG-06 M/LC-04 N/LG-04 D/LC-03 METER SIZE @(LOT 40 PLAN 2C) INTEGRAL COLOR CONCRETE PAVING V'l/ LIGHT A/LC-03 SAND BLAST FINISH, COLOR SHALL BE DAVIS COLORS 'PEBBLE ~~~E_R_~~EVATIO~ ______ '-----4~78'-----' STATIC PRESSURE #641' V'l/ SCORE PATTERN AS SHOV'lN @(LOT 40 PLAN 2G) VOLLEYBALL COURT -PROVIDE B" DEPTH LOOSE BEACH SAND FOR COURT AND (I) VOLLEYBALL COURT NET, ML4 -4" BEACH NET, V'lHITE; POSTS, POP 'E' SERIES SYSTEM 4 BOUNDARY ROPE, AVAILABLE FROM VOLL YBALL USA, 800-4"14-3"133. INSTALL PER MANUFACTURERS RECOMMENDATIONS @(LOT 40 PLAN 2G) INTEGRAL COLOR VEHICULAR 4 PEDESTRIAN A,B/LG-03 CONCRETE PAVING V'l/ MEDIUM SAND BLAST FINISH, COLOR SHALL BE DAVIS COLORS 'SEQUOIA SAND #641' V'l/ SC.ORE PATTERN AS SHOV'lN -' ; FLOW SENSOR MAINLINE dSOLATION VAI.VES ------[ _ ·-'-----"'0.5::,D __ ~ ___ .:::;D.9:,:.2 __ _ --. ~ 0.70 iReM.orecoNTROL vA1.:ve. i . ----,------···· ---··· -·I )LATERAL LINES ; 1.70 4.◄7 B/LC-03 U/LG-05 A/LG-03 A/LG-03 A/LC-03 EE/LG-01 FF/LC-06 G/LP-03 EE4 FF/ LC-OB @(LOT 3"1 PLAN 3D) BARBEQUE COUNTER 0/LG-05 -(~_Efv-~-o~~~~--~~----------~-·-_7---'----"'o.s::.:_7 __ ---0 _________ ---~~--~~--~_-_._: _ e(LOT 3"1 PLAN 3D) 4" DEEP LAYER STABILIZED D.G. SHALL BE 'CALIFORNIA GOLD' AVAILABLE@ SOUTHV'lEST BOULDER 4 STONE. L/LC-04 @(LOT 3"1 PLAN 3D) INTEGRAL COLOR CONCRETE DRIVEV'lAY V'l/ LIGHT B/LG-03 BROOM FINISH, COLOR SHALL BE DAVIS COLORS 'SAN DIEGO BUFF #5231' SC.ORE PATTERN AS SHOV'lN : MISC LOSSES 1 0 -·------------·· - -----_j_ ------· ----~U~_!_Q~~'----31.48 : ! I ! --~ . i ; -----------. [FITTI!!~ LO~s1s----------,-------· 2:84-·- !SUB TOTAL FROM ABOVlf --r 31.48 -I REQUIRED PSI AT LAST HEAD . 40 ---· -------··---·-i-··--_ -------____ ---------TOTAL ____ . 74.32 E 0 (.) .c (.) ,_ co "'O C co c.. E 0) I ::::) CJ) -0 0::: ~ UJ ...J ::::) 0 cc >- @(LOT 3"1 PLAN 3D) GATENARY LIGHTS SHALL BE 'MARKETLITE' BY R/LC-05 ______ I _______ ---·---' --·------UJ ISTATIC PSI 174 ...J CALIFORNIA AC.GENT LIGHTING ING., DRAV'llNG llMLIIN, V'llTH 1/4" AIRCRAFT GABLE. CONTRACTOR SHALL GONNEGT TO EYELIT PER MANUFACTURERS RECOMMENDATION. CONTRACTOR SHALL COORDINATE CONNECTION TO BUILDING V'llTH THE ARCHITECT PRIOR TO PURCHASING MATERIALS (§3)(LOT 3"1 PLAN 3D) V'lATER FEATURE §(LOT 3"1 PLAN 3D) INTEGRAL COLOR CONCRETE PAVING, COLOR SHALL BE DAVIS COLORS 'SAN DIEGO BUFF ll52J31' V'l/ HAND SEED HAND SEEDED AGGREGATE 'BIRD'S EYE BROV'lN' " V'l/ SC.ORE PATTERN AS SHOV'lN. AGGREGATE AVAILABLE F OM KRG ROCK @!LOT 3"1 PLAN BD) PEDESTAL V'llTH AC.GENT POT P/LC-05 A/LG-03 T/LC-05 (e}(LOT 3"1 PLAN 3D) INTEGRAL COLOR CONCRETE PAVING V'l/ LIGHT A/LG-03 SAND BLAST FINISH, COLOR SHALL BE DAVIS COLORS 'YOSEMITE BROV'lN #641' V'l/ SC.ORE PATTERN AS SHOV'lN ss (LOT 3"1 PLAN 3D) BOC.GE BALL COURT CURB S4 (LOT 3"1 PLAN 3D) OVERHEAD STRUCTURE 55 (LOT 3"1 PLAN 3D) STEPS AND HANDRAIL S& (LOT B"i PLAN 3D) RAISED PATIO AA/LC-06 DD/LC-OB K/LG-04 4BB/LG-06 @!LOT 3"1 PLAN BD) GRAPE VINE PLANTING POST AND GABLE S/LG-05 (§}(LOT 38 PLAN 4E) STEPS AND HANDRAIL K/LC-04 4BB/LC-06 ~(LOT 38 PLAN 4E) INTEGRAL COLOR CONCRETE DRIVEV'lAY V'l/ LIGHT B/LC-03 OBROOM FINISH, COLOR SHALL BE DAVIS COLORS 'ADOBE ii6101B' SC.ORE PATTERN AS SHOV'lN 40 NATURAL GREY CONCRETE SIDEV'lALK BY OTHERS 41 (LOT 38 PLAN 4E) AC.GENT POT V'lA TER FEATURE 42 (LOT 38 PLAN 4E) BARBECUE COUNTER 4S (LOT 38 PLAN 4E) SPA V'l/ DECORATIVE TILE V'lALL @(LOT 38 PLAN 4E) RAISED PATIO @!LOT 98 PLAN 4E) AC.GENT/SEAT V'lALL Q/LC-05 V'l/LG-06 CG/LG-01 GG/LC-06 -----!BOOSTECIPsl------··-----.....J -------:p~~~~~~;~~~---:·_-_-_:_• _· ~-. '-----'7C:.2 __ ---! . --------·----------~ . ____ _ ____ _ ________ L_ ---~!:_SIDUAl:_~SI __ .. ----'1-'-'01 __ ---' '-------'------''-'------'--------10 CQNSTR.UCTIQN SYMSQLS -----EXPANSION JOINT ---~-SCORE LINE n ALIGN o,J----------CENTERLINE TA TURF AREA PA PLANTING AREA ~-ATRIUM DRAIN GRATE AND DRAIN PIPE -SEE DETAIL (EE/LC-OB) (!}--DECK DRAIN AND DRAIN PIPE -SEE DETAIL (FF/LC-OB) <-'"--1 ELEG TRICAL SERVICE STUB FOR BBQ <-'~--1 GAS SERVICE STUB FOR BBQ f-z UJ n:: 0::: 0 CJ) 0 ..- 0 -.;f" z 0 CJ) n:: UJ s a. >-,----------------to K -r -NTS ----------- 0 0 ~ UJ a. CJ) UJ ...J ...J XX/XX/XX JP ~ CITY OF' CARLSBAD SHEETS I . PASEO CRISTAL 1----l--+---------------~l----+--+---l---l ~ PLANNING DIVISION 19 ,-~:-;:-:-VE-'D----:-: ,------.~~~~~-r----:::;:;;\;;;;er;;;:;so:;;:;n::::-.-0. -,-A-P_P_R_O-VE__;,D_F_O_R_-,-----,, _A_S_B_U_I _L ___ r ,-, -----t-1--_ -_ -_ -f-1----_ -_ -f-1--_ -~--_ -~--_ -~--_-_ -_ ---~--_ -_ -_ -_ -_ -_ -_-_ -_ -J_ -_ -_ -_ ++--_-_ -_ ++--_ -_ -_ -f-1--_ -_ -j =LA=N===os===-c=-'AP:::::BE=Lc===·oA==N===~===RK==usc===·rT=roo=N =NP=LEA=N==~==AF:::::ORN;:::= /"H=.'=L=c=-=o=:;1 1ST SUBMITTAL 07-25-14 ,, .,. /RR/GA TION ANO I V I"', V \ I 10 5 0 10 30 20 -------, SCALE: 1" -10· 3RD SUBMITTAL 10-20-14 :: ,g 8 PLAN TING 0/\IL Y, 2ND SUBMITTAL 09-03-14 g m p 'fu' MODEL HOMES IN CL U O ING PRE Cl SE RCE --EXP----DATE 1---+----+-----------+--+-----l---+--t I A-P-PR_o_vE_0'_H_~~· _._\ ~4.._-~Ll=\=-o..._.tit..__ __ JOB NO. SCALE 14-038 AS SHOWN LANDSCAPE ARCHITECTURE & PLANNING L OCA Tl ON OF r;R;;:-EV:;--;l-;:;EW;;;:E;:;--D-;:;B:;-:-Y:------------i~---1---L---------------l---i-_j __ L_J ·:;:PL==AN=N=;;:IN::::G ==~======~===~ DATE INITIAL OWN BY: PROJECT NO. I DRAWING NO. PLANTING AREA. INSPECTOR DATE DESIGNER oF woRK REVISION DESCRIPTION 0~;:: APP 1 :~~:~ ~~;~ APP 1 :~::~ ~~~g ~~:: ---CT 02-17 . 476-9M Expiration Dote, 02-15 11 II II II II I\ 1i\1 II II II II II II II II II II II II I I I / I \ \ \_f 7 I \ (\ : " 1L I / I / / / / r'lHEEL STOP BY OTHERS E/LG-03 F/LG-03 &/LG-03 G/LG-03 Y/LG-06 H/LG-03 I/LG-03 @!LOT 40 PLAN 2C) INTE&RAL COLOR CONCRETE DRIVEr'IAY r'1/ HEAVY SAND BLAST FINISH, COLOR SHALL BE DAVIS COLORS 'SANDSTONE #5321' r'l/ SCORE PATTERN AS SHOr'lN @(LOT 38 PLAN 4E) PEDESTAL r'IITH ACCENT POT @!LOT 38 PLAN 4E) INTE&RAL COLOR CONCRETE PAVIN& r'l/ HEDIUH SAND BLAST FINISH, COLOR SHALL BE DAVIS COLORS 'PEBBLE #641' r'l/ SCORE PATTERN AS SHOr'lN (3(LOT 38 PLAN 4E) INTEGRAL COLOR CONCRETE PAVING r'1/ LIGHT SAND BLAST FINISH, COLOR SHALL BE DAVIS COLORS 'SAN DIEGO BUFF #523 7' r'l/ SCORE PATTERN AS SHOr'lN (§}(LOT 38 PLAN 4E) INTEGRAL COLOR CONCRETE BANDIN& r'l/ TOP CAST #3 FINISH, COLOR SHALL BE DAVIS COLORS 'ADOBE #61078' r'l/ SCORE PATTERN AS SHOr'lN @!LOT 3<! PLAN 3D) TRELLIS BACKDROP @!LOT 38 PLAN 4E) DECORATIVE PAVERS SHALL BE BELGARD 'CAMBRIDGE GOBBLE, COLOR SHALL BE 'HONTECITO 54 PUBLIC RIGHT-OF-r'lAY 55 *HODEL XERISGAPE SIGNA&E 56 .A. UP LIGHT TO BE DETERMINED BY CLIENT 51 DRAINAGE PER CIVIL ENGINEER TABLE:A POC "A" 1" B/LC-03 U/LG-05 A/LG-03 NLG-03 A/LG-03 EE/LG-07 FF/LG-06 G/LP-03 EE4FF/ LG-08 ROAD STATION q~:,99;:~~tfi~;/) {t;,t~~ t~.{~t:t?.;{lt~?e:1~i~ SERVICE LINE 2" WATER TYPE POTABLE WYE/ CV 2.5" BACKFLOW ENCLOSURE ~99~.f},fflf:fi~~;i:;.55{(?/3i/J'-½}J~lttrf·,?~: BACKFLOW 1" MASTER VALVE 1" FLOW SENSOR 1" STATIC WATER PRESSURE 174 PSI DESIGN WATER PRESSURE 73 PSI BOOST REQUIRED None MAX DEMAND 18 PSI SET POC REGULATOR AT P:§~ :gf{N!.t~]tlh~1itt~;~~~~fft~;ti~t'ftlt!:fi ESTIMATED AREA SERVED 9298 SQ. FT ESTIMATED WATER USE 0.76 ACRE FEET PER YEAR MAXIMUM ALLOWABLE WATER USE 0.62 ACRE FEET PER YEAR WATER SOURCE dLriiENHAINXdMWD)Yi:;0!f,,~J!~t\ilj;i~# •-,.a••-C.'C•CC~'<'•••~,C~'-,lj . < ... ", :,.:,._, /;}""'~""~~i•¥<:.,,£'>l,>'!,"'lia "f?, -i:e,• .• -~~{~:;;~1;~~~~~;~~~~~~4f~~-~ WATER SOURCE INFO OBTAINED OLIVENHAiN.'(OMVVD)':A't'~"""";,,'!gt:t\ ··--···'"···-· ,:--·~,,--· ..... , ..... ~,. "",;'~1,..,. . ., __ 1-,;~):e;,.>i; .._,."";..',._ ~~-~~-~qq~~}k~ftltif?,t~iii€ifi{ti'~~\' teo=e32464:i'~~~t~f.i.l'£'~).Jitl\/:l~~~;.~-'-•.,~-..c-,~, _,..,_. ....... ,, •. -.... : <.. "-. •. --~---~·>,--; ;.-.,;:-_.:. ~tU. I~,.-.. .,-.,,. ~1i~~~1~i.~~Ff~~J@:~:~~s!2_o~t4 CONTRACTOR SHALL VERIFY LOCATION AND WATER PRESSURE BY DIRECT MEASURMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT STATED ON PLANS CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTIVE BEFORE PURCHASE OF EQUIPMENT AND BEGINNING OF INSTALLATION. PURCHASE OF EQUIPMENT AND ANY INSTALLATIONS WHEN EXISTING STATIC PRESSURE IS BELOW THAT STATED ABOVE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. TABLE: B CONTROLLER "A" SHALL BEAN IMPERIAL TECHNICAL SERVICES CONTROLLER -~--------··------·-· ---. --------. ---. ASSEMBLY, CONTACT DARYL GREEN (949) 584-7311, MODEL# ;;&_~~~~i~f~{Q-~~~~1½_~6-_f{~2=4a/SeisdLSE1A~-~;~901Mf_~1·e::~~~~'.f~~~~~&,:itVi FINAL LOCATION OF CONTROLLER, ELECTRICAL SERVICE AND IRRIGATION APPURTENANCES SHALL BE OUTSIDE ANY PUBLIC R.0.W. OR EASEMENT AND CONFIRMED WITH OWNERS REPRESENITIVE PRIOR TO COMENCING WORK. E 0 (.) . ..c ~ Ctl "O C Ctl a. E O'l I 0 SAl'IGUT JOINT)~" VIIDE x ½" DEEP, S' O.G. UNLESS NOTED ~" PRE-MOLDED EXP. JOINT SET I" BELOJ/i FINISH SURFACE OF GONGRETE,Ye" JlilDE x Y:2" DEEP SMGUT ABOVE EXPANSION JOINT, 20' O.G. UNLESS NOTED 04" GONG. PAVING, COLOR AND FINISH PER PLAN ,ill,, ,Lljl 1 ;i I l;-;rlLI I 1; 1111 I,, ,ill,, ,I 111 ~ i I 1;, :111 . ill,/ RUNNING SECTION 0coMPAGTED SUB-GRADE PER SOILS REPORT 0coNGRETE CURB Y,,HERE OGGURS ©FINISH GRADE I"@ TURF, 2"@ SHRUB AREAS C=? Ill=- -~ llllllj ,, . "' I Ill: ' ' I l=l>n--+n-,'--rc~, -1 I 1::1----::111~ 71 END SECTION NOTE 0 JlilDTH PER PLANS 02" THICK SAND BASE OR AS PER SOILS REPORT . . ,------fs\ 06x6/10-IO Jli.VIH CENTERED IN ,~ · I ~ PAVING . ' L · · •· · 1 ;-e ~~10 BASE AND AGGREGATE BASE THICKNESS SHALL BE DETERMINED BY SOILS REPORT AND "R" VALUE TESTING SEE 'GONGRETE PAVING DEEPENED EDGE' DETAIL FOR ALL PAVING LOGATIONS IDENTIFIED ~ITH Ab'' STEP. SEE GONSTRUGTION PLAN FOR LOGATIONS. .., 0coNTROL JOINT !i," JlilDE x ¾" DEEP TOOLED JOINT. CONTROL JOINTS TO BE CENTERED BETJ/iEEN EXPANSION JOINTS. 0EXPANSION JOINT¼" THICK PRE-MOLDED MA TERI AL THROUGH SLAB JI',/½" MIN. DEEP POLYURETHANE CAULKING ON TOP. (SEE SPECIFICATIONS). EXPANSION JOINTS TO BE PROVIDED @ 20'-0" O.G, (MAX) @ BACK OF GURBS, !3UILDING FAGE/VIALLS, ETC. OR AS INDIGA TED ON PLAN. 015" LONG lt3 BAR DOY<EL @ EXPANSION JOINTS (TYP). SLIP JOINT ONE SIDE. 0 6" CONCRETE SLAB JI',/ ~4 BARS @ 24" O.G. EACH DIRECTION. VERIFY JlilTH SOILS REPORT. ©GRAVEL BED PER SOILS ENGINEER. 0 SUElGRADE PER SOILS ENGINEER. NOTE, SEE GONSTRUGTION LEGEND FOR FINISH AND COLOR OF CONCRETE. A CONCRETE FAYING .r.s. B VEHICULAR CONCRETE FAVINGc' T.S. NOTE, VAN ACCESSIBLE PARKING STRIPING DELINEATION SHALL BE 'ORCO' BLOCK ADA PAVER KIT IN ALL PAVER LOCATIONS. SEE CONSTRUCTION PLAN 4 CIVIL ENGINEERS PLANS FOR ADA PARKING STALLS IN PAVER LOCATIONS. "I i--------11::2 1---➔I =111 :II :c:111 1w-1:· I' __ 111 1 -=II IF-'-=1 11::: • =111 II II ~:II· 11: :_IIL_ _[ I ' · I L I= • • I ' 'I -1 1~ -=:1 I • • I 11 =1 I ' • I' ~ ·= = T . II . =-~n _II • ff () ' i-- ADA ACCESS SHALL BE PROVIDED FROM UNLOADING ZONE. SEE PLAN FOR LOCATION I CONFIGURATION OF ADJACENT CURB GUT/ADA RAMP. I PAVING, CURB JliALL OR FENCE :2 BLUE STRIPE s VIHEEL STOP PAINTED BLUE 4 BLUE ADA STRIPING 5 DISABLED PARKING SYM!3GL b 12" HIGH REFLECTIVE JliHITE LEffiRING OVER BLUE LINES 2" VIIDE JliHITE STRIPING, TYP. BLUE BACKGROUND ~;g~~1tt5trl~?. ~~1LAcEs E)sw. REFLEGTORIZED SIGN (N.I.G) PORCELAIN ON STEEL JI',/ BEADED TEXT. VIHITE TEXT ON BLUE BACKGROUND JI',/ INTERNATIONAL SYM!3GL OF AGGESSIBILITY I TOY', AJ/iA Y MESSAGE. @ADDITIONAL STANDARD SIGN DESIGNATING 'VAN ACCESSIBLE"_ 12 iv," x iv," SQ, PERPORA TED POST IS CONCRETE FOOTING INSTALL SLEEVE 3' I -F-------~----,f -r I • • · 1 f [-'--;--;--,'---.-,',_ -'l.---_+-t, 1-111-:171 =-, 11-11 i--------''k--!---= i 11-----:11 -----:1111=--, i 1=1:1 I' 3" I' 3" --,f "'i~-,f NOTE, 15 COMPACTED SUElGRADE TO 9o% REL. DENSITY. SYM60L SIGNAGE FAfc.KING FLAN NO OBSTRUCTION SHALL IMPEDE THE ADA PATH OF TRAVEL FROM THE UNLOADING ZONE. CONSTRUCTION SHALL COMPLY VIITH THE MOST CURRENT ADA ACCESSIBILITY GUIDELINES AND CALIFORNIA AGCESSIBIL TY REFERENCE MANUALS (CARM) E ACCESSIBLE PARKING LAYOUT AND SIGNAGE SECTION CHEEKY'lALL Di' ~ ~ w w ~ a "' !O DRAWN APP.ROVED 1ST SUBMITTAL 2ND SUBMITTAL 3RD SUBMITTAL JOB NO. 12" SW JP W/-25-14 09-03-14 10-20-14 14-038 .~ OSCAp \\er son <?" gmp ~- ~ ~ .c: 0 .., ~-"'" 2-1 .,,. ,I. LANDSCAPE 10-20-14 . " ARCHITECTURE 0ASPHALTIG CONCRETE JliEARING COURSE 0ASPHALTIG CONCRETE LEVELING COURSE ©BASE PER SOILS REPORT 0coMPAGTED SUBGRADE PER SOILS REPORT 02 X 6 RECYCLED "BEND-A-!3GARD" HEADER!3GARD JI',/ 12" LONG 2 X 4 STAKE @ 4' O,G, ALL SIDES OF PAVING ©FINISH GRADE SHALL BE I" BELOH ASPHALT SURFACE 0sEAL COAL (2 GOATS) TACK COAT PRIME GOAT 6" NG CURB IN LIEU OF HEADER (JliHERE INDICATED ON PLAN) 7 C A. C. FAYING RE' SED, 00 00 00 r ,-,;2• X ,-,;,• p·,c PU-.STIC PL.L:C-\ HiP AtlD BOTTW olAJLS LATCfl""" / r-rnh'..t: r•-.;f' \.j,Q· _-., &: OOTT0".1 ' L --···------·-----·--·---" :,......----2"'x 6" 'llfffl_ U?RJ-::t!f ~ :--1•:c u• I ft. G ,/ P-X:. 8'JMU I I I /fi.l\'ETED :!.CUTEO ..0111 [ t:rnmECUQ:-1 r·• --------· -· --·---,--'j l:. RIHS fl,\Y£ cur CIJTFCRIX~ TO SU!iE IN AVAl~AE.I~ JJ-IROOCH nw.:-:.,;,(;tt.1<<:;t'Jt. 1-B~IJ-33J-~520 ~U"-,-....,_ f'll·PVC PEDESTRIAN GATE ,fJ!}J I CONTRACTOR S/i<\LL CONFIRM COi.OR I VINYL FENCING MANJfACTIA<ER ~ITH O~ER FRIOR TO ORDERING MATERIALS. VINYL FENCING S/i<\LL Ile 'FENGErl?RKS' OR Af'FROVED EaJAL. A llitl$1>! '=I (.(!l ... !l:~ 800-350·5620 ~· •= ·~~ ==• en,, . .:. ,....,.. H-J.A VG-OOIR fL (~'.:'.c F VINYL GATE RE SED, 0 20 20 APPROVED FOR "AS BUILT" !RR/GA TION A/\ID ~ <fl PLA/\IT/NG O/\IL Y, 0 ... INCLUDING PRECISE RCE EXP. LOCA TIO/\/ OF REVIEWED BY: PLANTING AREA. & PLANNING Expira lion Do le: Q2-15 SCALE AS SHOWN INSPECTOR TS. EQ. H D FLAGSTONE STEPPERS ' ' L -----~------~------•-••• --•--•----- AVAIU.OLE filROUGH fENCEi'l'OR:KS INC. ]-600--35D-5620 FW-VINYL PRIVACY FENCE CONTRACTOR S/i<\LL CONFIRM COLOR l VINYL FENCING MAAJFAC™'ER ~ITH O~ER FRIOR TO ORDERING MATERIALS, VINYL FENCING SHALL Ile fENCErl?RKS' OR Af'FROVED EOJAL G VINYL FENCE 7• 0 FINISH GRADE 0 FLAGSTONE STEPPERS TO BE YUKON GO~D STAND UP THIN SKU, 12FLGl~30 , AVAILABLE @ RRG ROCK. 0 DECOMPOSED GRANITE TO BE ~AN DIEGO GRAY', AVAILABLE@ KRC ROCK. 0oMtmD 0 3" THICK GONGRETE BEDDING COURSE BELOH STEPPERS 0 COMP AG TED SUBGRADE BELOVI STEPPERS AS PER SOILS REPORT GONTAGT, KRG ROCK p, (800)512-1625 r'ir'ir'i.kraoe-k.com R_1 ISED,05 01 0 2"X7"TOP& BOTTOM RAIL 5· X 5· VlN'l'l POST e• TONGUE: &: GROOVE: NOTE: COLORS AVAJLA3LE WHITE ½ TAN -I 800-350•5620 V·OOI .T.S. E 0 u . ..c e ro "O C ro 0.. E O> I ' OTE, 1:2f;L~__J..E,:5,:f;IB2_ ____ __.j1F STEPS ARE ADJACENT TO PAVING 0 4" THIGK POURED IN PLAGE GONGRETE Y'!ALL OTHER THAN GONGRETE THEN THE GAP, GOLOR 4 FINISH TO MATGH ADJACENT ~~~tR~~L}oB~~~l~G~}c~1fR PAVING LOCATED AT THE REAR OF THAT LOT. r:;-., 8x8xl6 GMU BLOGK -GROJT ALL GELLS V'!ITH '-J REBAR SOLID (;;\ !IS REBAR@ 16" O.G. VERTICAL Y,ITH V ALTERNATING BENDS 0 •s STD. 'DUR-0-Y'!ALL' JOINT REINFORCEMENT@ lb" O.C. (2 PLAGES) PER UBG STD. 21-10, {FOR GURVED Y'!ALLS USE •4 BAR) !IS HORIZONTAL REBAR GONTINUOJS IN FOOTING FINISH GRADE l2"+TREAD i'<IDTH FINISHED SURFACE OF PAVING SEE ;c, GONSTRUG TION PLAN "' 0 EXPANSION JOINT. SEE GONGRETE PAVING DETAIL 0 CONTINUOUS GONGRETE FOOTING e COMPACTED SUBGRADE PER SOILS REPORT 0 STUCCO GOLOR I FINISH SHALL MATGH ADJACENT ARGHITEGTURE TRIM, CONFIRM IN l'<RITING l'<ITH Oi'<NER r;:;\ STUGGO SGREED, I" IN PAVING AREAS, 2" IN v:J PLANTING AREAS NOTE, RAILING DESIGN ABOVE TO BE USED FOR LOT 3q. FOR LOTS 38 4 40 RAILING DESIGNS SEE DETAIL {BB/LG-06) FOR SPEGIFIGATIONS 4 10 I [2" I {is) /~ 2 12" 11 7-=---~i'-" ')-----MIN • • -'JL-j,'.. ,, 'l'I ',.J• :r: 5 3C Q ILI ~ a' "' ,- I - I I I ' ' " ' I I q I I I I I I I I I I ~is--L - 10 NOTE, 4' TYP. SEE PLAN 3" ;,I'- II ·- z ~ () ['\ " -- PLAN - ,f ~AVING {SEE GONSTRUGTION PLAN) 7 <" FELT EXPANSION JOINT I '13 REBAR GONT. AT NOSE OF EAGH I STEP - I 0'13 REBAR 24" O.G. BOTH MYS; HOLD I IN GENTER OF POUR AND A MIN. OF 3" I GLEAR FROM EDGES 1 0coNG. STEPS -GOLOR/FINISH TO I MATGH ADJ. PAVING WA HEAVY I BROOM FINISH ON STEPS I ©PAINT AS PER A.DA l<EGIUl!<EMENTS I I I I I I I I I 0coMPAGTED SUBGRADE AS PER SOILS REPORT 0• 2" CONVEX STEEL HANDRAIL l"IELDED TO 1-1/4" STEEL CHANNEL 0 •4 DOl'<EL IS" LONG, SLIP JOINT ONE SIDE e CONCRETE GHEEKl'!ALL SEE DETAIL {V/LC-OS OR X/LG-o6) _J ©TOOLED CONTROL JOINT ENTIRE LENG TH AT EAGH STEP r;:;\' I" SO. W,t,tNEl'<EL POST1 SET IN v:J GONGRE 'GIUIGK ROK r;;;;:-._' BEVEL LAMB'S TONGUE RAILING END, ~ ITEM •• Hl252H NOTE, NOTE, SEE GONSTRIJCTION PLAN FOR GOLOR AND FINISH OF CONCRETE RISER HEIGHT MAY VARY FROM S" TO 1" DEPENDING ON THE DIFFERENCE IN ELEVATION BETl"IEEN LANDINGS {SEE GIVIL ENGINEER'S PLAN FOR NUMBER OF RISERS), HOl"IEVER, RISERS IN A GIVEN SET OF STAIRS SHALL HAY A CONSISTENT HEIGHT. ALL STEEL SHALL FINISH W {I) GOAT OF METAL PRIMER AND (2) GOATS METAL EXTERIOR GLOSS, GOLOR TO BE SHE~IN 1'1ILLIAMS 'INKi'e.L' 1151'1 e,qq2., TAGK !'<ELD TO SUPPORT -ALL METAL GONNEG TIONS SHALL BE GONTINUOJSL Y l'<ELDED 4 GROJND SMOOTH HANDRAILS ARE REQUIRED FOR ALL STAIRS !'<HIGH HAVE (3) OR MORE RISERS HANDRAIL SHALL BE SET IN GONGRETE, THERE SHALL BE NO PART OF HANDRAIL IN DIRT 'INDIGA TES MATERIALS AV Al LAB LE THROUGH ARGHITEGTURAL IRON DESIGN ING. {800)184-1444 HANDRAIL SHALL ADJUST TO TURNS OR JOGS IN STEPS. HIDTH VARIES 02" DEPTH DECOMPOSED GRANITE l'<ITH SOIL STABALIZER TO BE PLAGED ONTO 2" LAYER GLASS II AGGREGATE BASE. D.G. I AGGREGATE TO BE COMPACTED SEPARATELY TO 90% 1'1/350 LB. ROLLER -D.G. PATH SHALL BE FLUSH W GIVIL SIDEl'<ALK 1'1HERE IT OCGURS. 12% MAX. LONGITUDINAL SLOPE, 2% MIN. GROSS SLOPE 0coNCRETE PAVING GONGRETE GURB OR ADJACENT AGGREGATE 0coMPAGTED SUBGRADE PER SOILS REPORT NOTES, -SEE CONSTRUG TION PLAN FOR DECOMPOSED GRANITE PAVING OR CRUSHER FINES, TYPE AND MANUFAG TURER. -SUBMIT SAMPLE OF DECOMPOSED GRANITE PAVING OR CRUSHER FINES PRIOR TO INSTALLATION FOR APPROVAL OF GOLOR. -STABALIZER TO BE BLENDED INTO DECOMPOSED GRANITE PAVING PRIOR TO DELIVERY TO SITE. DESIGN. SANDING @ T~EAD CO!<E DRILL AND GIUICK SET POST MIN. 9" DEEP i'IITH GIUICK-ROK OR APPROVED EQUAL, KEEP GIUICK-ROKY,'' FROM PAVING SURFACE, CAULK GAP i'IITH COLOR TO MATCH CHfEK l'iALL CHEEK l'iALL DETAIL vM-os To SE USED FOR LOTS 9e I sq, DETAIL X/LG-06 TO BE USED FOR LOT _. PATIO ~ALL -LOT 40 FRONT ELEVATION/SECTION , . EO. EO. [ ' i I ' ' ' t •. 4 a <'I in '\' <'I SIDE SECTION PLAN VIEV'i EQ. e EO. <'I K CONCRETE STEPS AND HANDRAIL GONTRAG TOR SHALL REGULATE FLOY, TO ENSURE NO SPLASHING OGGURS ON ADJACENT SIDEl'<ALK GONTRAGTOR SHALL SEAL ALL BASIN PENETRATIONS l'<ITH FLEXIBLE l'<ATERPROOF MEMBRANE 110'/ GFGI ELEGTRIIGAL SERVICE IS REQUIRED FOR FOUNTAIN PUMP I SUBMERSIBLE LIGHT FIXTURES ALL TILE I GONGRETE SURFACES SHALL BE SEALED tllTH l'1A TERPROOF SEALANT 0MONOLITHIG POJRED IN PLAGE FOUNTAIN BASIN. EXPOSED BASIN GONGRETE FINISH TO BE INTEGRAL COLOR GONGRETE TO MATCH ADJACENT PAVING. SEE CONSTRUCTION PLAN FOR FINISH 0#4 REBAR AT 16" O.C. ©PATIO !'<ALL -SEE DETAIL {J/LC-04) 06" RADIUS SCUPPER, AVAILABLE FROM BOBE !'IA TER I FIRE FEATURES !'<ATER STOP COBBLE IN BASE OF FOJNTAIN TO BE LOOSE 'SONORA SHINE' Y,"-I", AVAILABLE FROM KRG ROGK 0coMPAGTED SUBGRADE PER SOILS REPORT 0FT-450 PUMP PER MANUFACTURERS RECOMMENDATIONS AVAILABLE@ BAGKY ARD X-SGAPES 0 LOI'< VOLTAGE SUBMERSIBLE UP-LIGHT BY 'THE FOUNTAIN PEOPLE' (2) IN BASIN, TRANSFORMER SHALL ALSO BE PROVIDED e ADJACENT PLANTING AREA 0ADJAGENT GONGRETE PAVING, SEE PLAN © l'1A TER LEVEL lal !'<ATER SERVICE LINE ELASTOMERIG MEMBRANE ELEGTRIGAL SERVICE PER NOTES ELEGTRIGAL CONDUIT FOR LOl"I VOLTAGE SUBMERSIBLE LIGHT 0 3" OVERFLOI'< DRAIN PIPE I BASIN DRAIN BOTH W ATRIUM GRATE, GONNEC T TO ADJACENT STORM DRAIN SYSTEM, GONTRAGTOR SHALL T-OFF THE DRAIN PIPE @ THE BOTTOM OF THE BASIN AND INSTAL A BALL VALVE TO ALLOY, DRAININ OF FOUNTAIN GONTAGT, BOBE !'IA TER I FIRE FEATURES p, {888)381)-2623 "'"'"'·bober'!ate-randfire.c.om KRG RO.GK GONTAGT STEVE AT {160) 144-1036 j,'jj,'jJl't.krc.roc.k.c.om BAGKY ARD X-SGAPES P, {B66) 222-1422 """.backyardxswpes.com 3'-'9" 0 SEC Tl ON/ELEVATION NOTES, ttGONTRAG TOR SHALL ENSURE THAT ALL FIXTURES, CLEARANCES AND DIMENSIONS GOMPL Y tllTH LOGAL CODES AND MANUFACTURER'S RECOMMENDATIONS. ttCONTRAGTOR TO PROVIDE CONNECTIONS FOR GAS I ELEGTRIG TO BBQ ++INSTALL (2) METAL GRILL VENTS TO DAYLIGHT AT REAR OF BBQ PER MANUFACTURERS RECOMMENDATION ++INSTALL AUTOMATIC GAS SHUTOFF VALVE, GASAV-R VALVE MANUFACTURED BY l'<ALDALE, ING. {800) 431-1521 IN AGGESS DOORS D.G. TRAIL -STASALIZED <---RS' PLAN VIEll'I DASHED LINE IS RADIUS EDGE OF GRANITE COUNTER TOP. ALL DIMENSIONS ARE TO NON RADIUS PORTIONS OF GOJNTER TOP 1<'-----SEGTION/ELEVATION LOCATION COUNTER SUPPORT ENLARGEMENT r,;:;-. 24" FOWS INDl!STRIES 00-0fJ-FD FLEX DECK 'v EJJLLET I2V BARBWJE LIGHT, AVAIL@ AT& STORES / ALL DIMENSIONS ARE TO NON RADIUS PORTIONS OF COUNTER T~P 2 '-b" \, -~,--,~-"-' ~~r- Rl11 0 NOTES, SECTION I. GONTRAGTOR TO SEAL ALL GRANITE SURFACES V'!ITH OUTDOOR GRADE SEALANT. 2. ALL 1'10GD SHALL BE ROUGH SAl"IN DOUGLAS FIR. APPLY {I) GOAT OF PRIMER AND (2) COATS OF PAINT TO ALL EXPOSED SURFACES. GOLOR TO MATGH ARGHITEGTURAL AGGENT TRIM GO.LOR GONTAGT, + ATG STORES, 1-888-500-9541, eee.atgstores.wm + ENCINITAS llOOs 6ALORE STORE, 1-160-633-4440, MW!Jbq<Jlllore.ccm + VIKING, 1-888-845-4641, sss.vikingrange.com 0 FINISHED SURFACE GONGRETE PAVING, SEE GONSTRUGTION PLAN 0 TURBO ELITE 4-BIJRNER BUil T-IN BARBECUE GAS GRILL, MODEL# B684BOLP B6E>431NG, INSTALL PER MANUFAGnlRER SPEC, AVAIL. FROM BBQs GALORE 02" THIGK GRANITE GOJNTER TOP TO MATGH KITCHEN. INSTALL ON 3/4" EXTERIOR GRADE PL Yl'100D. GONTRAGTOR SHALL REQUEST GRANITE SPEGIFIGATION FROM Oi'<NER 08xBxl6 G.M.U. BLOGK, GROUT ALL GELLS SOLID 010" THIGK GONC!<ETE FOOTING l'<ITH •4 @ lb" O.G. EACH MY @ BOTTOM OF FOOTING 0coMPAGTED SUB-GRADE TO 90 PERCENT GOMPAGTION OR AS PER SOILS REPORT 0No. 4 REBAR@ 24" O.G. VERTICAL i'I/ AL TERNA TE BENDS ©No. 4 REBAR@ 16" O.G. HORIZONTAL, MIN. 3" GLEAR 0EXPANSION JolNT ©VIKING DOUBLE AGGESS DOORS, MODEL~ AD521l20SS. INSTALL PER MANUF AG nlRER SPEG ©GAS LINE. SIZE PER MANUF AG TURERS RECOMMENDATION. CONTRACTOR SHALL INSTALL IN SLEEVE Tl'<IGE THE SIZE OF GAS LINE. PROVIDE SHUT OFF VALVES FOR BBQ. @sTUCCO COLOR I FINISH TO MATGH ARCHITEG TURE, CONTRACTOR SHALL CONFIRM COLOR l"IITH Oi'<NER © ELEC TRIG AL OJTLET -. GONTRAG TOR TO COORDINATE INSTALLATION OF OJTDOOR RATED GFGI OJTLET @sTUCGO SGREED, I" IN HARDSGAPE AREAS, 2" IN LANDSCAPE AREAS ©3" DIA xl/4" GALV. TUBE STEEL {Fya 46 ksi} ©12" ROJND x 1/2" THIGK GALVANIZED STEEL PLATE. PROVIDE SEALANT AROJND EDGE AT GONNEGTION TO FOOTING. @314" GALV. 'J' ANGHOR BOLTS x 12" { 4) PER STEEL PLATE ©GONGRETE FOOTING FOR COUNTER SHALL BE POURED 1'1ITH ADJACENT INTEGRAL COLOR GONGRETE PAVING. INSTALL '13 REBAR GAGE IN FOOTING. HOLD 3" FROM EDGE @FINISHED GRADE {§VIKING 24" OJTDOOR UNDER GOJNTER REFRIGERATOR, MODEL• VRGOl240DRSS, INSTALL PER MANUFAG nlRER SPEG @SUPPORT HOLE FOR UMBRELLA, TO BE CUT TO SIZE PER UMBRELLA INSTALL PLASTIC UMBRELLA HOLE PLUG PER MANUFAG TURER'S REGOMMENDA TIONS E 8 . ..c: (.) .... ~ "O C ~ Q. E 0) i -r---r--- 0) co I co LO LO ,......_ co LO co -I a_ 0 0 N w I- :) (f) 0 0::: ~ w ...J ::) 0 CD >-w ...J ...J ~ 0 1-z w 0::: 0::: 0 (f) 0 ,..... 0 "Q" -z 0 (f) 0::: w ~ a_ >-0 0 0 ~ w -a_ M ~ATER FEATURE LOT 40 SAR.BEQUE ~ITH SAR COUNTER LOT 40 (f) w ...J ...J (!) DRAWN SW .~ APPROVED FOR APPROVED JP ~$\\8 1ST SUBMITTAL 07-25-14 /RR/GA TION A/\/O gmp 2ND SUBMITTAL 09-03-14 PLA/\I TING ONLY, 3RD SUBMITTAL 10-20-14 1/\ICLUDING PRECISE LANDSCAPE LOCA TIO/\/ OF ARCHITECTURE PLANTI/\/G AREA. JOB NO. 14-038 & PLANNING Expiration Date: 02-15 SCALE AS SHOWN "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE XX/XX/XX JP ~ CITY OF' CARLSBAD SHEETS t---t---t-----------------t------+---t----t----1 l___(.)_§_J PLANNING DIVIS I ON 1 9 DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK FlEVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~="----===========-,':==~ LANDSCAPE CONSTRUCTION DETAILS F'OR LC-04 BLACKSTONE RANCH MODEL HOMES I APPROVED: PLANNING OWN BY: PROJECT NO. CHKD BY: __ _ RVWD BY: CT 02-17 DRAWING NO. 476-9M " ~ '" [\ ~ ll,' ,- " " ~ "' z ;5 8 dl ~ ., ______________________________________________________________________________________________________________________________________________________________________ .. '} t 4 i---✓+--~ ---"ff,~~z;=;~~/='/=1/ /'.-L'.-=;=_u-u=,'--o-':{c=;u.-:-, '.:'.:6-~---~-1//~__;,.,-:=~='.<,-,='.c'.=//-1/=;c'.(=e--,1/r9_u_---- 12' CONTACTS, + ATG STORES, 1-888-500-9541, a"!'I.Qt9stores.com + ENCINITAS BOOs GALORE STORE, 1-160-633-4440, 11HHP.?gqalore.c.om + VIKING, l-888-1'45-464I, aaa.vi~ng-C119e.wm ~ I a I I I v/ I DASHED LINE IS RADIUS EDGE OF c'., / BBQ "~ I :, REFRIG. :, "' ~v. GRANITE COUNTER TOP. ALL DIMENSIONS J;; ARE TO NON RADIUS PORTIONS OF [l2r//T/0_ _ /2-/. 7/; /j _ _ f7::'.77:7 /2]j COUNTER TOP I, 2'-B" so!" I 2'-2" I 2' [, 2'-1" t' ----ALL DIMENSIONS ARE TO NON ,r II ,f RAD 2 IUS PORTIONS OF COUNTER/TOP FL.AN VIEll'I! 2'-b" t N 1 2" <D <D (I) 11 , . ELEVATION 0 BARBEQUE COUNTER LOT 5'-1 PL.AN 1 NOTES, I. CONTRACTOR TO SEAL ALL GRANITE !:IJRFACES I'll TH OUTDOOR GRADE SEALANT. 0 CONCRETE PAVING PER PLM 01\!<EO ELITE 4-EIJRNER ~IL T ·IN BARBECUE GA5 GRILL, MODELi ~:loMSING, INSTALL PER MAil.iF AC C, AVAIL. FROM B005 GALORE 0 2' THICK GRANITE WJNTERTOF TO HATCH KITCHEN GRANITE 0 6x8xl6 Cl-!! BLOCK GONSlm;TION. GIWJT ALL CELL5 f'IITH REBAR SOLID. 14 VERT. I f!?RIZ. REBAR AT 16' O.C. 0 COMPACTED :I.B-GRADE PER SOILS REPORT 0 GFCI ELECTRICAL OJTLET 0 STIUO FINISH -SEE GONS IFJX. TION LEGEND FOR :f'EC. 0 VIKING DO\SLE ACCESS DOORS, MODELI AfJS']t,2055. INSTALL PER HMl,fACfflR :f'EC 0 GAS LINE FOR BARBECUE © Sf'IITCH MODEL 'KL T' BY GRASSLIN, f'IIRE TO GAS VALVE 0 SOLENOID GAS VALVE, 125()<1 BY f'IHITE RODGERS, f'IIRE TO TIMER Sf'IITCH (§) EXPANSION -XJINT ® FINISH GRADE 0 CONCRETE FOOTING e VIKING 24' O\!TDOOR UNDER GO\JNTER REFRIGERATOR, 1-'0DELM VRG0I240DR55, INSTALL PER MANUFAC11JRER SPEC e 24' FOCUS INDUSTRIES 00-08-FD FLEX DECK ~LLET I2V BARBEaJE LIGHT, AVAIL.@ ATG STORES 0 RESIDENCE f'IALL 0s/B" STAINLESS STEEL THREADED LIFTING EYE BOLT. INSTALL i'llTH i'lASHER AND RUBBER GASKET 0ovERHEAD SHADE STRUCTURE, FER DETAIL /DD/LC-08) 0 CA TENARY LIGHTS i'llTH 1/4" AIRCRAFT C~. CONTRACTOR SHALL CONNYf'ro EYELIT PER MANUFACTURERS RECOMMENDATION. CON TRAC TOR SHALL COORDINATE CONNECTION TO RESIDENCE i'llTH THE ARCHITECT PRIOR TO INSTALLATION 0112" x q" STAINLESS STEEL EYE AND ~ TURNBUCKLE 03/4" STAINLESS STEEL SCREi'l PIN SHACKLE FOR ALL CONNECTIONS TO LATERAL AIRCRAFT CABLE INTERSECTIONS 0ELECTRICAL COND\!IT INSTALLED IN SLEEVE IN OVERHEAD PILASTER NOTES, +INSTALL EYE BOLT ON RESIDENCE f'IALL AT SAME HEIGHT AS OVERHEAD BEAM F LOT 5'-1 FOUNTAIN S GRAFE VINE TRELLIS PLANT ~ITH (J) 5 GAL. PrlORMILM 'JESTER SALMON' JN THE C.ENTER, (4) 4' ECHEVERJA '1i,,flER6LOrt', AND (4) 4' 5ENECIO VITALIS ;,. ,, . 01/ERONA FOUNTAIN, SHORT, COLOR TO BE BAROCCO, ITEM~ 2q4qt,_ AVAILABLE FROM BACKYARD X-SCAPES, F,(B6b)222-I422 ""'"'bao~ardxscaP.es.oom GIVE 5-6 f'IEEKS lEAD TIME FOR DELIVERY. 04" THICK COMPACTED D.G. COLOR SHALL BE 'D~/<T GO~'-AVAIL. THROUGH SO T i'lES T LDER l STONE, F,(Bll)lq2-1625 "'"'"'·•outh,iestboulder.wm ©FINISH !:IJRFACE 0coMPACTED !:IJBGRADE FER SOILS REPORT ©BEND-A-BOARD PLASTIC HEADER (SEE DETAIL I/LC-OS) ©ADJACENT PLANTING AREA, SEE PLANTING FLAN 0ELECTRICAL PO~ER SERVICE, TO BE PROVIDED BY CONTRACTOR 04x4 REDl"iOOD LINE POST i'llTH THRU HOLES FOR ~IRE .T.S. 04x4 REDl"iOOD END POST, EACH POST SHALL RECEIVE A STAINLESS EYELET SCRE~ AND A TURNBUCKLE 3 STAINLES STEEL EYELET SCREf'I 4 STAINLESS STEEL TURNBUCKLE 5 12.5 GA[k;E HIGH TENSILE f'IIRE " FINISHED GRADE 1 CONCRETE FOOTING, SLOPE TOP TO DRAIN Ai'lAY FROM POST 0 PEA &RA YEL !:IJMP RE' _D, 0 20 20 REQUIRES SLEEVE l ELECTRICAL CONNECTION OUTSIDE DIAMETER OF POT IS 28", CONTRACTOR SHALL ENSURE THE PLASIC BASIN IS LARGE ENOUGH TO CONTAIN ALL OF THE i'lATER THAT ORIGINATES IN THE FOUNTAIN POT INCLUDING< SPLASH. i'llDTH PER PLAN 1 ffiWffiWf-WI I 'W= 0 FOUNTAIN URN -SECURE IN PLACE. DESIGN POT #5-60II-F, TALL LARGE JAR, AQUA, AVAILABLE AT ASIAN CERAMICS, F,/B00)44qbeqo ~~~.aslan-ceramlcs.com, Oi'l 4 i'lEEKS LEAD TIME FOR D Y. 04" DEPTH l"-2" BEACJi~E MIX AVAILABLE FROM KRC OC , P,(800)512-1625, ~~~.l:rcrook.com ©PREFABRICATED PLASTIC BASIN PER CONTRACTOR, i'llDTH SHALL BE 4' ©FINISH !:IJRFACE, SEE CONSTRUCTION FLAN 0coMFACTED !:IJBGRADE FER SOILS REPORT ©ELECTRICAL CONNECTION IN FLEXIBLE SLEEVE 01/4" THICK GALVANIZED EXPANDED METAL POT !:IJPPORT SHELF, EXTEND 6" BEYOND EDGE OF PLASTIC BASIN. ©CONTRACTOR TO SIZE AND SFECI FY MAKE AND MODEL OF !:IJBMERSIBLE FIJMP-CONTRACTOR TO PROVIDE ELECTRICAL CONNECTION TO FIJMP ++CONTRACTOR SHALL PROVIDE A I" IRRIGATION MAINLINE IN A 2" SLEEVE TO THE URN FOUNTAIN UNDER THE PLANTER i'lALL. INSTALL A I" BALL VALVE AND A QUICK COUPLER IN A SINGLE VALVE BOX IN PLANTING AREA. 0AERATION NOZZLE ++CONTRACTOR SHALL PROVIDE C.M.U. BLOCK !:IJPPORT BELOf'I PLANTER POT TO SUPPORT THE f'IEIGHT OF THE POT AND THE STONE PEBBLE MULCH Q URN FOUNTAIN LOT 58 SECTION PLANT r'iln-J (I) 5 GAL. "6AVE ATTEN.JATA IN THE C.ENTER, (2) 4' ECHEYERJ!-, 'MAUNA LOA', (2) 4• EC.HEVERJA 'ELEGANS' AND (2) 4' SENEC.!O MANDRAJ.l~;..E 3•.4• 5 1=w= ~ 20 21 4' 0BRICK CAP TO MATCH BRICK DETAILIN0 ON HOUSE . 0BxBxl0 CMU BLOCK -GROUT ALL CELLS SOLID 013 REBAR@ lb" 0.C. VERTICAL 0 13 HORIZONTAL REBAR IN FOOTING (4 EACH i'lAY) ©FINISHED &RADE ©PAVING FER PLAN 0 EXPANSION JOINT. SEE CONCRETE PAVING, DETAIL ©coNCRETE FOOTING 0 COMPACTED !:IJBGRADE PER SOILS REPORT QSTONE VENEER SHALL MATCH 'vHOUsE ©PLANTER POT SHALL BE 'CASCADE' IIGR-CE36I2P COLOR F5 HITH STANDARD GLOSS SEALER, INTERIOR SEALANT AND DRAIN HOLE. AVAILABLE AT QUICKCRETE, CONTACT SCOTT ULRICH (q51)1316240, sulrich@quiokcrete.com ®3" ATRIUM GRATE /NOS-BLACK) ©FIBER LANDSCAPE FABRIC SCREEN T PLANTER POT ON PEDESTAL LOT 5'-1 f•!.f/'W,'f?111?7lJ @PLANTING MIX SHALL HAVE HIGH i'lATER HOLDING CAPACITY, CONTRACTOR SHALL NOT INSTALL LIGHT ~EIGHT SOILS IN PLANTER POTS. r;;\IRRIGATION DRIP EMIITTR /2) PER 'JPOT /SEE IRRIGATION LEGEND). LOCATE LINE INSIDE DRAIN PIPE r::\usE f'IAX SEAL BETf'IEEN POT AND 'JDRAIN M¾" DIA. f'IASHED GRAVEL AT "-.:/BOTTOM OF POT-3" DEEP Co:\¾" BEAD OF SILICON SEALER 'v AROUND EDGE OF OPENING IN CONCRETE PEDESTAL 03" DRAIN LINE MT-FITTING FOR IRRIGATION LINE OINTO DRAIN LINE QoRAIN LINE CONNECTION, CONNECT l.:JTo ADJACENT DRAIN SYSTEM C-;\3/4" IRRIGATION LATERAL, SEE ~IRRIGATION PLANS I LEGEND NOTES, ++CONTRACTOR SHALL ALLOi'l ( 4) ~EEKS LEAD TIME FOR DELIVERY ++SHIM POTS AS NECESSARY TO LEVEL PLANTER TOPS REV SED, O 20 20 0 4" THICK POURED IN PLACE @PLANTING MIX SHALL HAVE HIGH 0BxBxl6 CMU BLOCK CONSTRUCTION I',/ CONCRETE CAP, COLOR I FINISH i'lATER HOLDING CAPACITY, SMOOTH STUCCO FINISH TO MATCH TO MATCH ADJACENT PAVING CONTRACTOR SHALL NOT INSTALL ARCHITECTURE LIGHT ~EIGHT SOILS IN PLANTER 0 BxBxlb CMU BLOCK -GROUT ALL POTS. ~NO. 4 REBAR CONT. @ lb" 0.C. HORIZ. CELLS SOLID (;;;\IRRIGATION DRIP EMlmR (2) FER NO. 4 VERTICAL REBAR AT 24" O.C. fs\13 REBAR@ 16" O.C. VERTICAL 'JPOT (SEE IRRIG<ATION LEGEND). ';:,J LOCATE LINE INSIDE DRAIN FIFE COMPACTED SIJBGRADE PER SOILS 0 MS HORIZONTAL REBAR IN FOOTING< REPORT E 8 ..c 2 m "O c:: m a. E 0) . i -r--r-- 0) co I co LO LO -co LO co --1 ~ -0 0 C'\I UJ 1-- ::, Cl) -0 a::: ~ UJ ....J ::, 0 co >-UJ ....J ....J ~ 0 1--z UJ a::: a::: 0 Cl) 0 T"" 0 s:::f' 0 'JDRAIN CONCRETE STEPS PER PLAN (4 EACH i'lAY) r::\usE i'lAX SEAL BETf'IEEN POT AND ~ 5 FINISHED GRADE - 0 M¾" DIA. i'lASHED GRAVEL AT FINISH !:IJRFACE OF CONCRETE Z 6 PAVING PER FLAN "-.:I BOTTOM OF FOT-3" DEEP El..EVATION PAVING 0 ~ 4 2 0 EXPANSION JOINT. SEE CONCRETE Co:\¾" BEAD OF SILICON SEALER ~✓ B" ,l<-0coNCRETE FOOTING I',/ /2)-~4 REBAR (/) C, J PAVING DETAIL '-J AROUND EDGE OF OPENING IN CONT. TOP I BOTTOM a::: IL \======-I= • CONCRETE PEDESTAL ffi ~ '•.i • 2 Fc=rLt\µi,,d~-,!l,j,lh9R!Jk'r1'~ fs\coNCRETE FOOTING FINISH GRADE AT PLANTING AREA UJI--~ ~ . " r ';:,J 0 3" DRAIN LINE tl:l 9 22 0 COMPACTED SIJBGRADE PER SOILS EXPANSION JOINT f-- 10 e REPORT MT-FITTING FOR IRRIGATION LINE 9 Ol~~INL~ ~ ~ Q~FlN~~~H s ~ :,'\ 'v HOUSE QoRAIN LINE CONNECTION1 CONNECT >-" ATTACHMENT EN!..ARGEMENT SECTION l.:JTo ADJACENT DRAIN STSTEM u:J 0 PLANTER POT SHALL BE 'CASCADE" • 1 ,_.' ,_ ~ ' Q D 11GR-c.soI2P coLoR cII-n HITR r.;:;-. 3/4" IRRIGA TI0N LATERAL, sEE 01-=11 t ~;_1_1 . -. =I I i.c'..,1 1.1' :11 · () MAXIMUH CABLE STANDARD GLOSS SEAI:i:R, ~IRRl&ATION PLANS 4 LEGEND I'' 1 -11,c:c:111cc: Q 6 SAG SHA[[ BE IB" ~ci:~.I~~R~tt'JT ...'.i-N~e-1';;'.2::~TE, (§6" TILE TO MATCH MOSAIC TILE ON -I J )' : -~ '.' . fl -:n . 1 Q 0 -f--L po~TACT SCOTT ULRICH fPA AccEyT i'lALL -SEE DETAIL 'I _ _J •• '~I ' =I Ir 2 "' •_,--~ %1 I lh316240k. t scc,o/LESCS-OID1E,STO BE ON 3 EXPOSED --.:::111= ,l?J,' : i I I' 'i z c\ 5V riG @qvio ere e.wm 'I I 1=1 . ' . . =1 I 1: I UJ 9 r-l-L_---t\:23 ~ 3" ATRIUM GRATE /NOS-BLACK) NOTES, --'i.--~:+,;•,~,1'~' 'r11i'.' iTTl I I I 11 IITTl~~I~ 1 l~ -;~ I'' T'l'P I ++CONTRACTOR SHALL ALLOf'I /4) --, , ,. I' ·--, 11:B ~ {'::! ,,_ . FIBER LANDSCAPE FABRIC SCREEN ~EEKS LEAD TIME FOR DELIVERY , , (/) L ~ 'i [S FRONT ++SHIM POTS AS NECESSARY TO SECTION 4 UJ :z: LEVEL PLANTER TOPS ....J ~ R CATENARY LIGHTING ~~~~:~:~:sEGUIRES STRUCTVRA!.. PLANTER POT ON PEDESTAL LOT 58 °020 0 ,T·"· V CHEEK ~ALL NO CAP .T.. ~ 9 ~ 8, f--xx-;x_x_;x--tx _'P--+--------------+-----+--t--+---t I SQHE6ET I CITY OF CARLSBAD I SH1E9ETS I f.\ ,i-::===:'....=:===P::::L::::A=N::::N::::I N=G=D=I =V :::I S::::1::::0::::N===='-.::==~ • 0 LANDSCAPE CONSTRUCTION DETAILS FOR LC-05 ~ ~ "AS BU I LT" BLACKSTONE RANCH ~ () z ll!'. MODEL HOMES N {L ~ I ~ ~ I APPROVED: ,r.. -;;r ~ \!) RCE ---EXP·----DATE l------+--+---------------~f----+------1---+----I I~\ k ~I ,.a{r l\ -i;. l'-1: ~ LU ,__ _________________ 1----+--+------------------+---+--+---+---I LP:::LA:::N::::N::::IN::::G====:;-;=========:;-;:::===~ ~ :,:: REVIEWED BY: ~ :i <t: DWN BY: ---PROJECT NO. DRAWING NO. w z DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:___ g LL:l INSPECTOR DATE DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY CT 02-17 4 76-9M :N ? IL .. -------------------------------------------------------------------------------------------------------------------------------------------------------------•'' DRAWN SW 4~ APPROVED FOR APPROVED JP 1ST SUBMITTAL 07-25-14 !RR/GA TIO/\/ ANO 2ND SUBMIT'fAL 09-03-14 gmp 3RD SUBMITTAL L0-20-14 PLANTING ONLY, !f\lCLUDING PR[C/S[ LANDSCAPE LOCA TIO/\/ OF ARCHITECTURE PLANTING AREA. JOB NO. 14-038 & PLANNING Expirolion Dote, 02-15 SCALE AS SHOWN 0 :,;: a lL ::::, <ll \.) c() (fl (j ' ,i- isi _\ LU a (j ::,: ' D ~ D ~ \.) [)". <( c, z <( _, 8 ' <D Ill (j ' ,i- / <l) 1-- \.) ILi -, ~ lL I ,i- / 0 LLi ::,: <( z LU _\ LL I I ®® -J 2'-b" ,}- . , DASHED LINE IS RADIUS EDGE OF GRANITE COUNTER TOP. ALL DIMENSIONS ARE TO NON RADIUS PORTIONS OF COUNTER TOP NOTES, NOTES, ttGONTRAG TOR SHALL ENSURE THAT ALL FIXTURES, CLEARANCES AND DIMENSIONS COMPLY f'IITH LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. +tCONTRACTOR TO PROVIDE CONNECTIONS FOR GAS I ELECTRIC TO BBQ ttlNSTALL (2) METAL GRILL VENTS TO DAYLIGHT AT REAR OF SBQ PER MANUFACTURERS RECOMMENDATION ttlNSTALL AUTOMATIC GAS SHUTOFF VALVE, GASAV-R VALVE MANUFACTURED BY MLDALE, INC. (800) 43H52I IN ACCESS DOORS I. CONTRACTOR TO SEAL ALL GRANITE SURFACES f'IITH OUTDOOR GRADE SEALANT. ALL DIMENSIONS ARE TO NON RADIUS I I I PORTIONS OF COUNTER TOP \ 3' .:_·~-'.~ , .. · _:fl . -•r ". (f) 8' ~ 2' 3' 0 FINISHED 9/RFACE CONCRETE PAVING, @srucco COLOR, FINISH TO MATCH SEE CONSTROCTION PLAN ARCHITECTURE, CONTRACTOR SHALL 0 CONFIRM COLOR i'IITH OYINER 2 TURBO ELITE 4-81JRNER BUILT-IN Q BARBECUE GAS GRILLI MODEL• ~ELECTRICAL wrLET -CONTRACTOR TO %8430LP %!l43ItlS, NS TALL PER COORDINATE INSTALLATION OF MANOFAC TURER SPEC, AVAIL. FROM OUTDOOR RA TED GFCI OJTLET BBOs GALORE (,"?\ r,;,_ '-!:JTILE CLADDING SHALL MATCH SPA '-!J2" THICK GRANITE COUNTER TOF TO ACCENT f'IALL MOSAIC TILE, SEE DETAIL MATCH KITc.HEN. INSTALL ON 3/4" (CC/-<11) (TYPICAL (3) SIDES, CONTACT EXTERIOR GRADE PLYYlX>D. CLIENT TO OBTAIN TILE SPECIFICATION I CONTRACTOR SHALL REQUEST GRANITE VERIFICATION. CORNERS TO HAYE SPECIFICATION FROM OYINER QUARTER ROJND TILE. 0bx8xlb C.M.U. BLOCK, GROJT ALL GELLS ®srucco SCREED, I" IN HARDSCAPE SOLID AREAS, 2" IN LANDSCAPE AREAS © 10" THICK CONCRETE FOOTING l'IITH M4 @ ~b FINISHED GRADE lb' O.C. EACH f'IAY@ BOTTOM OF FOOTING 11 VIKING 24' OUTDOOR UNDER COJNTER 0 REFRIGERATOR, MODEL• COMPACTED 9!8-GRADE COMPACTION YRCOl240DRSS INSTALL PER PER SOILS REPORT FWi.iFACTIAsER SPEC 0No. 4 REBAR ij 24' O.C. VERTICAL W @VIKING 24' UNDER COUNTER i'IINE ALTERNATE BENDS CELLAR MODEL•~.~ APPROVED r,;,_ EGIJAL, INSTALL PEr< MNOJFACTURER '--:;J No. 4 REBAR@ lb' O.C. HORZONTAL, SPEC MIN. 3" CLEAR (';;;\ ~24' Focv.; INDll,;TRIES BG-0~ FLEX EXPANSION .l?INT DECK BULLET I2V BARBEQUE LIGHT, AVAIL.@ AT6 STORES VIKING DOJBLE ACGESS DOORS, MODEL• ,t,1)5W20SS. INSTALL PER CONTACT, -~==-11,r_ ~ ~-;-\-~_-•• ~, ,.,[Wmill,,f' 11-I -~ ll FRONT SECTION/ELEVATION LEf=T SECTION/ELEVATION MANIJFACMER SPEC + ATG STORES, l-881}-BQ0-954I, © ~r'i.atQstores.c.om -llm 3'-6LI -,r--------,(- ~ BAR.BEQUE COUNTER LOT 38 2 'i ? ~0 I 'Cf_ ' I ,, J '~ - ~ [\ >< <( u u = " \ ' ' ,'' I " ' CV •✓ 4' ~ 4' ,(-~ Y 42 11 HT. TRAP FENCE OTE, F STEPS ARE ADJACENT TO PAVING THER THAN CONCRETE THEN THE INISH SHALL SE INTEGRAL COLOR NCRETE TO MATCH CONCRETE OGATED AT THE REAR OF THAT LOT. I2"+TREAD f'IIDTH I 12" , TYP. I 14" I C f'..J I2"+TREAD f'IIDTH -if------' LOT se 66 HANDRAIL VARIATIONS 8' O.C. MAX ~ ~ f'..J LOT 40 C, Fl!.f/W'E7i'???'m 01" SO. TUSULAR STEEL FRAME 02" SO. TUSULAR STEEL POST@ 8' 0.C. MAX. · ©t/2" SQ. TUSULAR STEEL PICKETS@ 4" O.C. MAX. ©FINISH GRADE 0coMPACTED SUSGRADE FER SOILS REPORT 0 CONCRETE FOOTING-CROf'IN TO DRAIN AMY FROM POST 0 ACCESS GATE, SEE PLAN FOR LOCATION 4 QUANTITY OF GATES I" SQ. TUSULAR STEEL ACCENT RAIL HEAVY DUTY HINGES LOCKABLE LATCH NOTE, ALL TUSULAR STEEL MEMBERS TO RECEIVE T)'IO COATS EXTERIOR GRADE PRIMER AND T)'IO COATS EXTERIOR GRADE PAINT. COLOR SHALL MATCH PERIMETER TUSULAR STEEL FENCE. SEE DETAIL. NOTE, SEE CONSTRUCTION PLAN FOR II 6AS LINE. SIZE PER MANIJFACTURERS + ENCINITAS BOOs 6ALORE STORE, RECOMMENDATION. CONTRACTOR SHALL l-1W-h33-4440, """l:l)qgaloro.wm INSTALL IN SLEEVE Ti'IICE THE SIZE OF +'/IKIN6, l-888-8'6-4b4I GAS LINE, f'ROYIDE 5fl!T OFF Y AL YES ,owtvl<inq-Cll<J•.wm FOR BBG. , t1IDTH PER FtAN . nl R ' ~ED, 0 20 20 .T.S. f'L!:.'iA'f=.7lln?71 ©PAVING AS PER CONSTRUCTION PLAN 0¼" FELT EXPANSION JOINT ©!3 RESAR CONT. AT NOSE OF EACH STEP 013 REBAR 24" O.C. BOTH f'IAYS; HOLD IN CENTER OF POUR AND A MIN. OF 3" CLEAR FROM EDGES ©coNC. STEPS -COLOR AND FINISH PER CONSTRUCTION LEGEND 0coMPACTED SUSGRADE AS PER SOILS REPORT 014 DOf'IEL 15" LONG, SLIP -VINT ONE SIDE , ·.. . 1=' I, 1 i 1111 ·.,'· TT. ~11 lrr--s I ~I I l~~lp-_,,. b 9" -,f-"-,f SECTION NOTE, SEE CONSTRUCTION PLAN FOR COLOR AND FINISH OF CONCRETE SEE CIVIL ENGINEER'S PLAN FOR NUMSER OF RISERS RISER HEIGHT HAY VARY FROM 5" TO l" DEPENDING ON THE DIFFERENCE IN ELEVATION BETf'IEEN LANDINGS (PER CIVIL); HO~VER, RISERS IN A GIVEN SET OF STAIRS SHALL HAVE A CONSISTENT HEIGHT. Z CANTILEVERED CONCRETE STEFS 020201 0sTAIRS PER DETAIL (K-LC/04) 0 • I" SO. lll1L:2 HAND FORGED NEf'IEL POST, Sl:Flff CONCRETE )'Ii 'QUICK ROK' COLOR AND FINISH OF CONCRETE SECTION 0coNGRETE GUTTER SY OTHERS 0coNCRETE INTERLOCKING PAVERS OVER SAND SASE, DEPTH PER SOILS REPORT. © • 1-l/2"xl0" LEAF SCROLL 0' 3-I/4"x5-3/8" SCROLL r;\ • 2" STEEL MOLDED HANDRAIL \.::J~LDED TO 1-1/4" STEEL CHANNEL 0 • I" SQ. 11~(2 NEf'IEL POST f'IITH CAGE, SET IN GO CRETE )'Ii 'QUICK ROK' 0• 2" TERMINAL VOLUTE, ITE-11, Hl252G RISER HEIGHT MAY VARY FROM 5" TO l" DEPENDING ON THE DIFFERENCE IN ELEVATION BET~EN LANDINGS (SEE CIVIL ENGINEER'S PL.AN FOR NUMBER OF RISERS); HOf'IEVER, RISERS IN A GIVEN SET OF STAIRS SHALL HAV A CONSISTENT HEIGHT, ALL STEEL SHALL FINISH )'Ii (I) COAT OF METAL PRIMER AND /2) GOATS METAL EXTERIOR GLOS!\. COLOR TO SE SHERf'IIN i'IILLIA~ 'INKl'lEL.L' 1151'1 6qq2., TACK f'IELD TO SUPPORT -ALL METAL CONNECTIONS SHALL SE CONTINUOUSLY f'IELDED I GROUND SMOOTH HANDRAILS ARE REQUIRED FOR ALL STAIRS )'!HIGH HAVE (3) OR HORE RISERS HANDRAIL SHALL BE SET IN CONCRETE, THERE SHALL SE NO PART OF HANDRAIL IN DIRT 'INDICATES MATERIALS AV Al LABLE THROUGH ARCHITECTURAL IRON DESIGN INC. (800)184-1444 HANDRAIL SHALL ADJJST TO TURNS OR -VGS IN STEPS. NOTE, © CURS BY OTHERS 0coHPACTED SUB-GRADE FER SOILS REPORT 0oMITTED 0BASE MATERIAL PER SOILS REPORT 0soLDIER COURSE PAVER 0coNCRETE SAND, THICKNESS AS PER SOILS REPORT (SGORE AT 3b" O.C. MINIMUM OR AS SHOf'!N ON PLAN) 014 RESAR CONTINUOUS, IB" LAP MIN. (2) IN 2' f'IIDE CONC. BANDS (I) IN IB" TO 6" f'IIDE CONC. BANDS I" SAND LEVELING SASE PLANTING AREA MORTAR SASE ADJACENT TO ALL PLANTING AREAS ++SAND BASE AND AGGREGATE BASE THICKNESS SHALL BE DETERMINED BY SOILS REPORT, 'R' VALUE TESTING I THE RECOMMENDATION OF THE PAVER MANUFACTURER ++SEAL ALL PAVERS ~ITH 'SUREBOND' JOINT STABILIZIN& SEALER ISB-I300-I310, CONTACT (949) 360-4440. APPLY AS PER MANUFACTURER'S RECOMMENDATIONS. ++CONTRACTOR SHALL SEAL ALL EXPOSED PERMEASLE PAVER SURFACES PRIOR TO INSTALLATION. . T .. FF INTERLOCKING PAYERS .T.:::i . DRAWN SW .t \IOSCAp APPROVED FOR APPROVED JP \\erso11 1ST SUBMITTAL 07-25-14-!RR/GA TIO/\/ A/\ID gmp __. 2ND SUBMITTAL 09-03-14 " 0 "§ "' PLANTING O/\/L YI :JRD SUBMlTTAL 10-20-14 0 --I -, .... INCLUDING PR[C/S[ RCE "AS BUILT" EXP.____ DATE 10 ELEVATION SECTION X CHEEK ~ALL ~/CAP . , <SJ 0Bx8xlb CMU SLOCK CONSTRIJGTION )'If SMOOTH STUCCO FINISH TO MATCH ARCHITECTURE NO. 4 REBAR CONT. @ 16" O.C. HORIZ. NO. 4 VERTICAL RESAR AT 24" O.C. COMPACTED SUSGRADE PER SOILS REPORT 0 FULL SRIGK CAP, COLOR TO MA TGH SRICK TRIM ON HOUSE ©FINISH SURFACE OF CONCRETE PAVING 0coNCRETE FOOTING )'Ii (2)-14 RESAR CONT. TOP 4 BOTTOM FINISH GRADE AT PLANTING AREA EXPANSION -VINT CONCRETE STEPS PER PLAN RE SED, 0 20 20 .T.S. ©INTEGRAL COLOR CONCRETE MOf'I CURS, COLOR SHALL MA TGH ADJACENT CONCRETE PAVING BAND (MIN. 2000 PSI AT 2B DAYS) SEE FLAN FOR f'IIDTH ©FINISH GRADE OF ADJACENT STASILIZED D.G. PAVING, SEE PLAN 01/2" RADIUS TROf'IELED EDGES (TYP) 013 RESAR CONTINUOUS. (LAP 12" AT SPLICES) ©coMPACTED SU6GRADE PER SOILS REPORT NOTE, ++PROVIDE CONTROL JOINTS AT 5'-0" O.C. MAX. AND EXPANSION JOINTS AT 20'-0" MAX. O.C. OR f'IHERE MO)'! STRIP ASUTS ANY CONCRETE IMPROVEMENT. ++CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE TRANSITION FROM PAVED HARDSGAPE AREAS AWAY FROM THE MOfl CURB TO PLANTING AREAS. 5 ffKM...SQ-00-T.l 0 4" THICK POURED IN PLACE CONCRETE MLL GAP, COLOR 4 FINISH TO MATCH ADJACENT PAVING r-:;,. 8x8xl6 CMU BLOCK -GROUT ALL CELLS !'IITH 1-::J REBAR SOLID 0 13 REBAR@ lb" 0.C. VERTICAL f'IITH AL TERNA TING BENDS 0 M5 STD. 'DUR-0-MLL' JOINT REINFORCEMENT @ lb" O.C. (2 PLACES) PER USG STD. 21-10, (FOR CURVED )'!ALLS USE 14 SAR) 13 HORIZONTAL RESAR CONTINUOUS IN FOOTING FINISH GRADE FINISHED SURFACE OF PAVING SEE GONSTRIJGTION FLAN 0 EXPANSION -VINT. SEE CONCRETE PAVING DETAIL 0 CONTINUOUS CONCRETE FOOTING e COMPACTED SUSGRADE PER SOILS REPORT © STUCCO COLOR 4 FINISH SHALL MATCH ADJACENT ARCHITECTURE TRIM, CONFIRM IN f'IRITING f'IITH Of'INER C-:\ STUCCO SCREED, I" IN PAVING AREAS, 2" IN 1:.:::J PLANTING AREAS GG SEAT ~ALL -LOT 38 XX/XX/XX JP ~ CITY OF' CARLSBAD t----+---i------------------+----t---if----i---t LQU f--___ P_L_A_N_N_I N_G_D_I_V_I S_I_O_N ___ ~ LANDSCAPE CONSTRUCTION DETAILS FDR: BLACKSTONE RANCH MODEL HOMES E 0 C..) ..c ~ ro "C C ro c.. E 0) . I -l'-- 1'-- 0) ex:> I ex:> LO LO -ex:> LO ex:> --1 a.. 0 0 N w I- ::> en 0 0::: ~ w ...J ::> 0 cc >-w ...J ...J ~ 0 1-z w 0::: 0::: 0 en 0 ~ 0 "<j' -z 0 en 0::: w I-~ a.. >-0 0 0 ~ w a.. en w ...J ...J CJ SHEETS 19 LC-06 LANDSCAPE LOCATION OF REI/ I EWED BY: >---+-----+--------------+-----+---+---+----< I APPROVED id\ 0::?, ~n-o-!r f-------------------~ _PLANNING ::======:;-;::=========:-===~ ARCHITECTURE PLANTING AREA. JOB NO. 14-o::rn & PLANNING Expiration Dote: Q2-j 5 SCALE AS SHOWN INSPECTOR DATE DA TE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: __ ~ R\/WD BY: PROJECT NO. CT 02-17 DRAWING ND. 476-9M " " z !{ ill ~ >-~ ,n z ·( :'.l I) d) "' G ----------------------------------------------------------------------------------------------------------------------------------------------------------------6 2' 6'-10" 0 1 Ea. Ea. EQ. IB r- o 0 ' <J.) Pl.AN VIEl"l 2" 1 B" i - I .s:, L': - l'-4" - "' I ::;-J I I @) I I --::'J I : e I I PA --r--------1------f--------+------~-----------j 4 4 1-'lAl.l. TOP TILING ENLARGEMENT 0bxb MOSAIC TILE TO BE MEDALLION 2' AVAILAELE FROM CLASSIC TILE I MOSAIC 01xb QUARTER ROUND TILE TO BE (T-33) COLOR TO BE CT-i,4 AVAltABLE FROM CL~ TILE I MOSAIC 025xb CHAIR RAIL TILE, COLOR TO BE CT-l,4 AVAILABLE FROM CLA~TILE I MOSAIC 0&xb FIELD TILE, COLOR TO BE CT-84 AVAILABLE FROM CLASSIC 'ftl£T MOSAIC 01TEM OMITTED ©PEDESTAL l',ITH POT PER DETAIL /UJ1.C-o5) 1 SEATMLL PER DETAIL (GGJ1.C-ob) e, RAISED PA TIO "l FINISH GRADE 10 FINISfl SURFACE @MONOLITHIC POUR IN PLACE CONCRETE SPA BASIN SUBMERSIBLE LIGHT S-1" DIA BRA55 sa.f'PER, A\7AILABLE FROM FOUNTAIN PEOPLE ®1" COFFER RE-CIRCULATION LINE TO PUMP 0srucco FINISH I COLOR TO MATCH HOUSE @)srucco SCREED, I" IN HARDSCAPE AREAS, 2" IN LANDSCAPE AREAS @coMPACTED SUBGRADE PER SOILS REPORT @BxBxlb CMU BLOCK CONSTRUCTION, &ROUT ALL CELLS SOLID 0•4 REBAR @lb" O.C. (§ is REBAR DOl',ELS, 40-BAR-DIAMETER LAP MIN. @cANTILEVERED STEFS -SEE DETAIL (Z/\.C-Ob) 2::? ADJACENT PAVING, PER PLAN 2~ I' SCH.40 OVERFLOI', LINE 21 I¼" INTAKE V1/ BRASS CONNECTION TO FIL TER/FEA TI!RE PUMP ADJACENT PLANTIN& AREA ADJACENT TI!RF AREA !" MASTIC JOINT NOTES, t TILE GROUT COLOR SHALL BE PER CLASSIC TILE I MOSAIC RECOMMENDATION tALL PLUMB IN& AND ELECTRICAL TO BE DESl&N BUILT BY SFA CONTRACTOR. CONTRACTOR TO PROVIDE SHOP DRAY,INGS FOR APPROVAL. CONTACT CONTRACTOR FOR EXACT MODEL I, -,. 10' 311 -I, I' q" -,. . , ' • 5 B 1 10 (bl -----7\ ' 17 1 -- ' -[,; ' _[ --,J._ = --= ' : :FXfH t= >< IT ' = I -P-" 7:: -':T ~ L ~ -_J -- -------. ---·· --------------------------0 ---7 ' ' , I -I I ---· .. I --------------. -- I. I --------------------I I ,, I " -~ --I I I I I I I I I I BBCJ R~'RJrc -· I ' ,tT ✓. I ' I I I "l I I I I I l.'= i --c".J I ----------. i© I L -------------------------------· ------------------~ -~-·--_J r- Pl.AN VI El"l v l'-511 71 I I I ,rnr:rrrncrunnnnncrnooncJTIC1nr:::n::rnrrn ,rr::n:::rCITTTTDDD I 11 11 11 11 11 11 11 I DCITTCITTr:::n::rnr:ITT ,ITTOIJCTDOIJCf[I I 11 11 II rni-r□CITT□r:::rr:::rn.orrncr nnn,rrrcrr:rr::rnr:::n::rr::rnnr,nnnur,crr::rr::rr:::n::rcrrr 1~~~~~~~rnrrnnonr:::n::rcrr::rr:rncrr::rcra ocrr:::rnrro1 II II If rnrrrn:::11 II II !I LI II II II 1nnr:rr::::ITT □cr□cITTcrnni-rnnoocrr::1crc·111i-o··rc1 nnr:rrrnr:r i::::JP!r□nr:::n::ro,rr::rnn,rrrncr,rr::n:::rrITTTT[ITT[TCITT d.tJi;ir=n,.:1 □crCicrr:rr~ TrJCrrrr-rr::rnr::rrr□CTCT DII ii[Cf[JTT□□orJDDCrr::n:::rr:ro□ DII l~nr:rcrr:rcranr u 11 11 1 1 11 1 1 1 □ _mj C:Y 1lITT[JQr[Ll I 11 11 11 I llD□[TOO ~---1-Q!:f 1r·---'-------,1 -iµ._...JIJQ(_)lll II II ti rn□r:::n::ITT . . II ' . lOCICTCfLII II II II I 1 · I·. · Ci' 111, rrr, ·[ : . ocrnocrcrr:rncr . ·I . I· I ·'-' 'V \'V I i?jl. II II II II II ti IUD .· 1 1 · .. 1 · 12 .· . • ··. IDr::rnor:rcrcrcr · · ·. 11 m:::rnoocrncrn I .. I . · I ·OOCT□cr,rnn I . I .· · : · nncrn,r,rnn · · ! . · · ---r, r I .. 1 ·. , r,rn 11crr-:rnn I . .I l!:=:=/==t==c!.J · / 'TTCITT, ' I I .-----n-,r r / ' 1-1 I I: --'I 11-• .• W;:;:;ill=;';LIJ =w=~ u 11 • --=LLml,!Y " ---~-1-• -I II= . . II l=W' '(1~1Jm~ ·• · Ill~ ':011 11 JU "/-1=ffi3 ~ / i"+ _,, ,_ r, rOr" 111-5Tfj-----/ (!:l' _: =I I 1=1 11:-::-=I I jJ 4 .,1,1111-Lu, =:}~ 71U L_u_lli?' SEC.TION/El.EVATION FINISHED &RADE FINISHED SURFACE PER FLAN CONCRETE FOOTIN&, SLOPE TOP TO DRAIN AMY FROM POST 0PEA GRAVEL SUMP 0coMPACTED SUBGRADE FER SOILS REPORT 02xe, R.S. DOU&LAS FIR &RAB BEAMS EACH SIDE OF POST BOTH MYS, HALF LAP JOINT AT [(,ROSSIN&, SECURE TO POST l',ITH 1/," THRU BOLTS l',ITH i',ASHERS AND NUTS. 4X4 R.S. DOU&LAS FIR RAFTER bXb DOU&LAS FIR POST BARBEQUE COUNTER -SEE DETAIL (OJ1.C-o5) ©1"x4'x8' SQ. moD LATTICE, AVAILABLE FROM LOl',ES @BARBEOUE COUNTER FOOTING NOTE, ALL moD SHALL BE ROUGH SAl',N DOUGLAS FIR APPLY /I) COAT OF PRIMER AND (2) COATS OF PAINT TO ALL EXPOSED SURFACES. COLOR TO MATCH ARCHITEC TI!RAL ACCENT TRIM COLOR E 0 u . ..c ~ co "O C co -0. E 0) I -r-,... 1"-- O') CX) I CX) LO LO ,_ CX) LO CX) ._, I 0.. 0 0 N w 1- ::> (f) 0 0:: ~ w __J ::> 0 co >-w __J __J ~ LAST STEP SflALL BE FLUSfl FACE, NO CANTILEVER EDGING NUMBERS AND MANUFAC TI!RERS OF RELATED EQUIPMENT. b---:c---------------------------------------------------1 0 1-z w 0:: 0:: 0 (f) -D s: D lL ::, u> 0 tl:l (fl () I ,r / u> _1 ILi D () ;;: I D Y-Ui L, ~ 0 (l". <( FOUNTAIN 1-'lAl.l. SEC.TION . ' -,,, ----i I ,-.~i1,.,l,,_x.;;-:)'@~.i9.i&Aj_ l ll / =v__,__ __ _,,,, f // 1-'lATER LINE TILING ENLARGEMENT CONTACT, FOUNTAIN PEOPLE F, (512) 3q2-11SS l"41'11r. .fountalnpeop le .c.om CLASSIC TILE 4 MOSAIC MARY Sl&mRTH /O),(blq)2Sq-e,453 (C),(&lq)&IB-5124 mary@cmtile.com Q <(l7--:;:---------------------------------------------------------------------------------------__J ;oJ cc SPA ~ITH ACCENT ~ALL RE SED,02020 .T.S. 9r....c: ____________________________________________________________________________________________ __J tl:l (() () I T / u> 1--0 ILi -) () II". IL I ,r / DRAWN APPIWVED 1ST SUBMITTAL 2ND SUBMITTAL 3RD SUBMITTAL SW .~ oSCAp JP \\ersor, 07-25-14 gmp 09-03-14 10-20-14 0 APPROVED FOR "AS BUILT" !RR/GA TION ANO "' PLANTING ONLY, 0 ..... * INCLUDIAIG PRECISE RCE EXP. DATE EE TRELLIS BACKDROP 0 ...- 0 'q" z 0 (f) 0:: w I-I- <( 0.. >-0 0 0 2 w -0.. (f) w __J __J -~ XX/XX/XX JP ~ CITY OF CARLSBAD SHEETS 1--------l---l-----------------lL_----l-----1----------1---1 ~ PLANNING DIVIS I ON 1 9 t-----------f----t---------------------lf------+--·1---------1---1 ~L=AN::::D==s==·c=-A~P E:::• ::::C::::O::::N:::ST:::R=:LJ::::C::;'T::::JO=N~D==E.=rA=ILS===F'=o R=:=='.;:::::L=c=-=o:=;7 BLACKSTONE RANCH MODEL HOMES -D LLI ;;: <( z LANDSCAPE LOCATION OF REVIEWED BY: '--------1---+---------------_____..:1--_--J._--l-----l------llAP_P_R_o_v_E_o_~~~-~/cl~'-'---~~<-L-C---I ,---_ I~ (r:. ~\-01:I l\-c. .1+ 1------------------..J PLANNING . l---;c-DA:-,;T;c-E -+-1"°Nlc;;Tl-:--;AL--+----------------ll-----l----l-------l------l ;::D::::W=N=;B::::Y:====;-;===P=R=o=JE=c=T=N=o=.===;-;::D=R=A=~=/IN=G=N=O::'.. ILi -1 IL JOB NO. SCALE ARCHITECTURE 14-038 AS SHOWN & PLANNING 'F Ct,.\.\ PLANTING AREA. ExpiroUon Dote-02-15 INSPECTOR DATE DATE INITIAL DATE INITIAL CHKD BY: __ _ DESIGNER OF WORK REVISION DESCRIPTION O[HER APPROVAL CITY APPROVAL RVWD BY: CT 02-17 4 76-9M ., ij " ' ,- " ' L ~ 0 g ' ! PL.AN - lL ' Ii) I - ' Ii) _I I' I' L, I' 8" k , lEJ,EQt EQ O.C 1 2' t ---- " <= <= " L ~ 1/ ~ C = C: ---- @ L, , -- = = ~ = -- 25' 21 1-811 II 4" L, -I., , , -- 1; I '-8" t., , , tJ tJ -i------{ 12 i1i--t-------i 11 =I 10 ~-- e--- t., 1'-8" t., , , 11)----2.~rxLl!_,j21__J)~~____L[XJ~____j,/Xl;<:J______j.M'.'.'--J.__-t~T,o;-"'[~t---.J,-"'rx1:J___________kCrx:J__J ~..X..[XJ::L_____------1L[XJ.,,__-"-¥~7 J--==~'d(: ~ IX] 0 ~ 0 0 ' IX] IX] I' ~ 0 f-) 0 =------·-. " . 1' '. LI ' • . ' . 0-----____l-!JTTTT[l: 10 .. ~! ' 5 r----4':·HtJ-t-tH . ~ ., I OHAWN SW ~~ 1-IIOSCApf APPROVED JP <) \. \ \er son 41'. '<, <?" 16 C' 1ST SUBMITTAL 07-25-14 ~q,---~ 2ND SUBMITTAL 09-03-1•1 gmp :J_g I ( ,) <ri rn -o G ,. 3RD SUBMITTAL 10-20-14 _.-, L __ ~ -I<. " ilr~o * 02-1 ,'\. • rnO, .. ~\ !Jill■ /, ,JI 0-20-14 '\". LANDSCAPE ~~ ... /4~~ ARCHITECTURE ( OF CA\.\ "CJ JOB NO. 14 038 SCALE AS SHOWN & PLANNING Expiration Date: 02-15 ' -I . ' -. :- APPROVED FOR !RR/GA TION AA/0 PLAAI TING OAIL Y, INCLUD!AIG PRECISE LOCATION OF PLANTING AREA. ' ' r-- ' I' (() I Ii) ' "' I -- ' I' . ' z: }:: 01 - I' RCE_=_ REV I EWED BY: INSPECTOR ~l"T..:.. I I I --_.,_ 04X/JX/J CMU BLOCK -GROUT ALL CELLS V'llTH REBAR SOLID 0#4 VERT. REBAR@ EACH CORNER 0sTONE VENEER TO MATCH ARCHITECTURE 4 )FINISHED GRADE 5 )FINISHED SVRFACE PER PLAN e, CONCRETE FOOTING 1 COMPACTED 9JB6RADE PER SOILS REPORT 0(4) #4 REBAR EACH V'lAY 0(4) #4 REBAR DOV.ELS, 24" MIN. LAP SPLICE BRACKET 4XIO R.S. DWSLAS FIR GRAB BEAMS EACH SIDE OF POST BOTH V'lAYS, HALF LAP JOINT AT WfH~Mcfi~~T~0 ~~~J~TH AND NUTS. (;;\ /JXb R.S. DOUGLAS FIR RAFTER @ \.'.,;,/1'-8" O.G. r;;'\POURED IN PLACE CONCRETE CAP, '-::;J ACID ETCH FINISH f'<ITH COLOR TO MATCH PAVING "14\cANTILEI/ERED CONCRETE STEPS -~ SEE DETAIL (ZILC-0/J) CQ 1v &Ii 1v .,,,,II ., 2 l. -·· "'-P-""'":l D!'=T"'-11 I --•• 0 NDS 4" DIA. GREEN ATRIUM GRATE IN SHRUB AREAS OR b" GREEN FLAT GRATE IN LAY1N AREAS (:;'\ FINISH GRADE -MINIMUM 2% SLOPE b" 'v TO DRAIN INLET ,-,~'"---1--~--t 04" DIA PVC RISER -LENGTH AS 1111 II 'II"· I I REQUIRED 11. . LJ ~ f._/U V-lJ-~:u·LJo:111-a ' f£ -::fi-,b'ii'.o~nt/Jl'.0,9,?{9:§',c);'?/ l;?nQ.'l,Qxr{!9'0xn0'}(1 ' .: 4 45 DEG. ELEJOV'l -'-'11 1'J 11· .. 111 111=1 II: !I Q11i' 111; ;11~1; ;~1;;;J I 1~",. " 5 4" RIGID POLY DRAINPIPE -MIN. 1% I -111-1 I 1--111--11 -11---111--1 ,,_.,' ~ FALL ·-, "-ell I 11 = ' ~ -=11 l=I I -1 Ii-· ~---.1 0wMFACTED SVBGRADE PER SOILS -ill~ U, , I ' 5 REPORT =~~-=, ~4" RIGID POLY PIPE ' 45 DEG Y«E --'~--------\ 4 I" DEPTH Of¾" GRAVEL AROUND 0 GRATE IN SHRUB AREAS ONLY, ,'~-"---'"~~ ' ., ,:, ,'. ··--:::_.._'-', ""'> ·, 1 MAINTAIN MIN. b" RADIUS AROUND e, DRAIN EDGE, GRAVEL WLOR TO BE BROV'lN TO MATCH MULCH, APACHE BROV.N ¾"-¾" AVAIL FROM KRC ROCK OR SOUTHV<ES T BROV'lN ¾"-¾" AVAIL FROM SOUTHV<EST BOULDER ©~iiE~o~o~r!5k"{;~~lEE /. :) AIN N PVC RISER Rc't'""D,10120,.0,~ l'.T.~. (;?\ELECTRICAL CONDUIT FOR 1~,E:.:::E(_:.___:__:_AT...:.....R..:..:...I u=--:M--=D:_:__R __ o-=----------=~ '-:::J CATENARY LIGHTING -REFER TO f-.c> '"2f;J:,~...J.~zf;Jt-,tt:1__'•_·""_"_•P_""~ , I I DETAIL (R!LC-o5) ., '"'-11 r -- fn\cATENARY LIGHTING -SEE DETAIL 0o" SQ. NDS BRASS DRAIN GRATE IN v_:J (R/LC-o5) WNCRETE DECK AREAS (SEE --~ '!Yi LEGEND) INSTALL DRAIN GRATE SO NOTE, THAT ALL (4) CORNERS ALIGN V'llTH ALL V'lOOD SHALL BE ROUGH SN'IN SCORE LINES DOUGLAS FIR. APPLY (I) WAT OF (:;'\ PRIMER AND (2) COATS Of PAINT 03" DIA PVC RISER-LENGTH AS TO ALL EXPOSED 9JRFACES. FL.AN REQUIRED COLOR TO MATCH ARCHITECTURAL 0 1 WNTINUOUS ACCENT TRIM COLOR ~ 4 :l l '-' DEEP POUR EDGE f'</ 1i3 REBAR ~~~~~= 0 ACCORDING TO THE CALIFORNIA PRE-FORMED EXPANSION JOINT BUILDING CODE CHAPTER lA f'</V'lA TERPROOF CAULKING REQUIREMENTS FOR FIRE SAFETY I ' IB RATING. · , •· , • SANITARY SEV<ER AND DRAIN Y' ' . ' . . . . . · } : : • . , 4" RIGID POLY DRAINPIPE -MIN. 1% ' ;·~. =0;r1T,---,-nm=== •. . .. " ' FALL . ' ' L SECTION rF)6RASS DECK DRAIN 0 FINISH GRADE -MINIMUM 1% SLOPE TO DRAIN INLET 0 WMPACTED SVBGRADE PER SOILS REPORT 0scoRE LINE PER PLAN REVISED, !01201201~ N.T.S. -SQUARE E 0 (.) . .c ~ CIJ "O C CIJ a. E 0) i -l'- 1'- 0) co I co LO LO --co LO co .......,, I 0.. 0 0 N UJ 1--:::J CJ) 0 0::: ~ UJ ....J :::J 0 ([l >-UJ ....J ....J ~ 0 1-z UJ 0::: 0::: 0 CJ) 0 ....--- 0 "sf" -z 0 CJ) 0::: UJ ~ 0.. >-0 0 0 ~ UJ 0.. CJ) UJ ....J ....J CJ ~XX~/XX~/Xc<.).X ~JP -l--=-----------t--1--r----i---i is£iFil CITY OF' CAftLSBAD ~ PLANNING DIVISION SHEETS 19 LC-08 EXP•-=--DATE APPROVED: PLANNING DA TE 1~11 TIAL DESIGNER OF WORK DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DATE REVISION DESCRIPTION OWN BY:-~- CHKD BY: __ _ RVWD BY: PROJECT NO. CT 02-17 DRAWING NO. 476-9M ~ s: D IL ::, <fl 0 <.CJ [[\ C) ' ,r \j) _, LU [) C) :,: ' [) ~ [\ ~ 0 ii". <( f) z <( _, () GONSTRUG Tl ON NOTES GENERAL GONSTRUGTION NOTE All materials and methods of installation shall be per "Greenbook" Standard Specifications for Public v"lorks Gonstruction, 2003 Edition, unless otherr'!ise noted. The contractor shall contact and schedule r'lith the Git~ the follor'ling masonr~ inspections: I. Footing forming and rebar placement. 2. Masonr~ construction revier'!. 3. Goncrete flatr'!ork forming. 4. Goncrete completion. GRADING AND DRAINAGE NOTES I. ALL SURFAGE DRAINAGE TO BE Av"lAY FROM ALL FOOTINGS, FOUNDATIONS AND BUILDING v"lALLS AT MINIMUM OF 2%. 2. GROSS SLOPE v"lALKS AND PAVING 2% MINIMUM, UNLESS OTHFRJ/l!ISE NOTED. 3. SURFAGE SLOPES SHALL BE A MINIMUM OF 2% TO DRAINS IN ALL PLANTING AREAS. 4. SPEGIMEN TREES SHALL BE IN PLAGE PRIOR TO INSTALLATION OF DRAIN LINE. DRAIN LINE PLAGEMENT SHALL BE ADJUSTED AROUND TREES. 5. LAY DRAIN LINES J/1!/TH 2% MINIMUM FALL USE RIGID, NON PERFORATED DRAIN PIPE. NO GORRUGATED TYPES IS TO BE USED. 6. ROUND TOES AND EDGES OF ALL SLOPES. GONTOUR SLOPES BETV'lEEN v"lALKS AND BUILDINGS. DRAIN Sv"lALES ARE TO BE INSTALLFD BETV'lEEN BASE OF SLOPES AND v"lALKS, PAVING AND BUILDINGS. 1. REFER TO GIVIL ENGINEER DRAV'llNGS FOR ADDITIONAL GRADES AND INFORMATION. VERIFY ON-SITE AND REPORT DISGREPANGIES TO LANDSGAPE ARGHITEG T BEFORE START OF ANY v"lORK ON THIS GONTRAGT. 8. HHEN PERFORATED DRAIN PIPE IS SPEGIFIED, PERFORATIONS IN PIPE SHALL FAGE DOJ/l!Nv"lARD IN TRENGH. 9. VERIFY ALL INVERT ELEVATIONS AT PROPOSED TIE-INS PRIOR TO INSTALLATION. MAKE ANY ADJUSTMENTS AS NEGESSARY TO ALLOV'l 2% MINIMUM FALL FOR REQUIRED DRAINAGE OF LINES. 10. ALL TOP-OF-GRADE AND /N\/ERT FLEVATIONS IND/GATED ARE APPROXIMATE. VERIFY IN FIELD TO INSURE 2% MIN. II. GONSULT Ov"lNER FOR FS OF ENTRY STOOP IN RELATION TO FF OF BUILDING. ENTRY STOOP TO BE A MINIMUM OF I" BELOV'l STUGGO SGREEDS. 12. GONTRAGTOR SHALL ENSURE THAT EARTH MOUNDING DOES NOT INTERFERE HITH SHALES DEPIGTED ON GIVIL ENGINEER'S GRADING PLAN. 13. MAINTAIN 12" MINIMUM GOVER OVER ALL DRAIN LINES. GONGRETE FLAT~ORK I. GONGRFTF SHALL HAVE A MINIMUM GOMPRESSIVE STRENGTH IN 28 DAYS OF 3,000 PSI. GEMENT SHALL BE TYPF I. USE ONLY 3/4" AGGRAGATE, GONTRAGTOR SHALL INSURE MIX FROM BATGH PLANT IS FREE OF DELITERIOUS MATERIALS 2. REINFORGING SHALL GOMPL Y HITH ASTM A6I5, GRADE 40 OR TO NOTES ON DETAILS. 3. NO PIPES OR DUG TS SHALL BE PLAGED IN GONGRETE GOLUMNS, J/l!ALLS OR SLABS UNLESS SPEGIFIGALLY DETAILED. 4. REINFORGING DETAILING SHALL CONFORM TO THE GONGRETE REINFORGING STEEL INSTITUTE "MANUAL OF STANDARD PRAGTIGE," LATEST EDITION. 5. REINFORCING, ANGHOR BOLTS AND ALL OTHER EMBEDDED ITEMS SHALL BE SEGUR.ELY HFLD IN POSITION PRIOR TO PLAGING GONCRETE. 6. HALLS AND GOLUMNS SHALL BE DOHELED FROM SUPPORTS HITH BARS OF THE SAME SIZE AND SPACING. 1. SPLIGE GONTINUOUS REINFORGING J/1!/TH 40 DIAMETERS MINIMUM LAP. 8. ALL EXPANSION JOINTS SHALL REGEIVE I/2-INCH PRE-MOLDED FELT MATERIAL INSTALLED HHERE INDICATED, AT ALL BUILDINGS, HALLS AND FIXED IMPROVEMENTS. '1. ALL EXPANSION JOINTS SHALL REGEIVE I/2-INGH THIGK SEALING GOMPOUND. GOLOR TO MATGH ADJAGENT SURFAGE GOLOR. 10. ALL GONGRETE HALKS AND GONCRETE AGROSS DRIVES SHALL RECEIVE A MEDIUM BROOM FINISH, UNLESS OTHERJ/l!ISE INDIGATED. II. CONTROL JOINTS SHALL BE TOOLFD I/4-INCH HIDE BY I/4-INGH DFEP AS IND/GATED. 12. J/l!EAKENED PLANE JOINTS SHALL BE I/4-INCH J/1!/DE BY 1/2 SLAB THIGKNESS DEEP. Jv!ETAL FENGING / GATES I. FENG/NG SHALL BE SEAMLESS STEEL TUBING (UNLESS OTHER.HISE SPEGIFIED), GRADE B, GONFORMING TO ASTM A5II-BI. REFER TO PLANS FOR GALVANIZED OR POHDER COATING. 2. LANDSGAPE GONTRAGTOR SHALL SFCURE ALL FIELD MEASUREMENTS REQUIRED FOR PROPER AND ADEQUATE FABRICATION AND INSTALLATION. 3. FENGING AND GATES SHALL BE FABRIGATED AND ASSEMBLED IN THE SHOP TO THE GREATEST EXTENT POSSIBLE. 4. ALL J/l!ELDS AND OTHER CONNECTIONS EXPOSED IN THE FINISHED HORK SHALL BE GROUND AND DRESSED SMOOTH AND SO THAT THE SHAPE AND PROF I LE OF THE ITEM HELDED IS PRESERVED. 5. GATES SHALL REGEIVE HEAVY-DUTY SPRING LOADED HINGE ASSEMBLIES J/1!/TH SELF-LATGHING HARDHARE. 6. REFER TO NOTES FOR FINISH. ALL SURFAGES MAY BE PRIME GOATED HITH SYNTHETIC, RUST-INHIBITING PRIMER OR GALVANIZED OR POJ/l!DER GOATED. FINAL FINISH SHALL BE ELEGTROSTATIGALLY APPLIED OF Tv"lO (2) GOATS OF A GLOSS ALKYD ENAMEL. SEE PLAN FOR GOLOR. 1. ALL GATFS SHALL BE SELF-GLOSING J/1!/TH STEFL STOPS. R.l"l.S. INTEGRATED COLLAR ,----GRATE PER RAINBIRD RJ"l.S. SPECIFICATION I ;;1/4" DISTRIBUTION TUBING PLANT MATERIAL/MULCH\ 1/4 " BARB CONNECTOR \ r DRIP TUBING l"llTH IN-LINE EMITTERS ' ' ' ' '\ ' ji )i!:ii~,-,L-t-,-I·-;-'-,-, [ PER IRRIGATION LEGEND 1 1,e, 0 .ec o=11 ;-,.1: :J•• · -, 0 • """0 ·w -. •• . ~ ·0 !11~%111\6(9 •(Z) ;,-I-~o •• 0 : {"Q-Q II\Y, 0 ·0 • POINT-SOURCE EMITTER, SEE LEGEND FOR SPECIFICATION. ATTACH TO R.l"l.S. COLLAR ·~:,,;:;;:;s:c "·0 . p •• NOTE, . {j ; ;Q DRILL 1/2" HOLE IN R.Ys.S. GRATE TO ALLOl"l •e 0 ~ DISTRIBUTION TUBING. CONTRACTOR SHALL O •• 00 ENSURE THERE ARE NO KINKS IN "o°-~•o DISTRIBUTION TUBING o.,. ,re .. , ~-Cli ' 0 0°.'" ~ -~, • -~==== R.l"l.S. FILTER SOCK OJ •• K HK r1•1· DRIP TUBING l"llTH IN-LINE EMITTERS I f:< ... ' PER IRRIGATION LEGEND ~---~------PEA GRAVEL, FILL 12" l"llDE HOLE OUTSIDE OF FABRIC HANDIGAP RAJvtPS AND RAILS I. ONE IN EVERY 8 AGGESSIBLE SPAGES ARE SERVED BY AN AGGESS AISLE 96" IN HIDTH AND DESIGNATED AS VAN AGGESSIBLE, PER SECTION 11296.4.2. 2. IF ANY PROPOSED v"lALKS SLOPE I: 20 (5%) THEY MUST COMPLY HI TH RAMP REQUIREMENTS OF SEGTION 11336,5, PER SEGTION 11336,1-3. 3. A 60" X 60" LEVEL AREA J/l!ILL BE PROVIDED AT AREAS v"lHERE A DOOR OR GATE SHINGS TOHARD THE v"lALK IN THE AGGESSIBLE ROUTE OF TRAVEL, PER SECTION 11336,1-5. 4. A 36" J/l!IDE DETECTABLE J/l!ARNING MATERIAL SHALL BE PROVIDED AT BOUNDARIES BETHEEN J/l!ALKHAYS VEHIGULAR HAYS. MATERIAL SHALL GOMPL Y J/l!ITH CRITERIA OF SEG TION I 1336.8.3.1 THROUGH SECTION 11336.8.3, PER SECTION 11336.8.4. 5. EVERY PASSAGE DOOR SHALL HAVE 32" GLEAR HIDTH, PER SEGTION 11336.2.3.1. GATE ACGESS SHALL BE 36" HIDE. 6. A LEVEL FLOOR OR LANDING HILL BE PROVIDED ON EAGH SIDE OF ALL DOORS. THE FLOOR OR LANDING IS TO BF 1/2" LOHER THAN THE DOOR.HAY THRESHOLD, PER SEGTION 11336,2-4-1. 1. HANDRAILS SHALL BE PROVIDED ON EAGH SIDE OF THE STAIRS, PER SEGTION 11336,4-1. 8. HANDRAILS ARE TO BE LOGATED 34" BUT 38" ABOVE NOSING OF TREADS, PER SEGTION 11336,4-2-1. 9. HANDRAILS EXTEND 12" BEYOND TOP NOSING AND 12" PLUS TREAD J/l!IDTH BEYOND THE BOTTOM NOSING, PER SECTION 11336,4-2-2. 10. HANDGRIP PORTIONS OF THE RAIL ARE: a-I 1/4" AND I 1/2" IN GROSS SEGTIONAL DIMENSION. b-THE SHAPE MAY PROVIDE AN EQUIVALENT GRIPPING SURFAGE. c-THE HANDGRIP PORTION SHALL HAVE A SMOOTH SURFAGE, v"llTHOUT ANY SHARP CORNERS. HANDIGAP PARKING AND SIGNAGE I. THE MAXIMUM SLOPE OF THE PARKING SURFACE AT THE ACGESSIBLE SPACE, IN ANY DIRECTION, IS 1/4" PER FT. (2.083%), PER SECTION 11296,4-4. THE MAXIMUM SLOPE AT THE PASSENGER LOADING ZONE IS TO BE 2%. 2. AGGESSIBLE PARKING SPAGES ARE TO BE IDENTIFIED BY A REFLECTORIZED SIGN, PERMANENTLY POSTED IMMEDIATELY ADJAGENT TO AND VISIBLE FROM EACH SPACE, GONSISTING OF, A. A PROFILE VIEH OF A HHEELGHAIR v"llTH OGCUPANT IN v"lHITE ON DARK BLUE BACKGROUND. B. THE SIGN SHALL BE 10" SQ. IN AREA. G. HHEN IN THE PATH OF TRAVEL, THEY SHALL BE POSTED 80" FROM THE BOTTOM OF THE SIGN TO PARKING SPACE FINISH GRADE. D. SIGNS MAY ALSO BE CENTERED ON THE J/l!ALL OF THE INTERIOR END OF THE PARKING SPAGE 36" FROM THE PARKING SPAGE FINISH GRADE, GROUND OR SIDEHALK . E. SPACES COMPLYING J/l!ITH SEG TION 11296,4-2 SHALL HAVE AN ADDITIONAL SIGN "VAN-AGGESSIBLE" MOUNTED BELOH THE SYMBOL OF ACCESSIBILITY PER SECTION 11296,5. F. IN ADDITION, EACH AGGESSIBLE SPAGE IS REQUIRED TO BE MARKED J/l!ITH THE INTERNATIONAL SYMBOL OF ACGESSIBILITY. 3. AN ADDITIONAL SIGN SHALL ALSO BE POSTED IN A GONSPIGUOUS PLACE AT EACH ENTRANGE TO OFF STREET PARKING FAGILITIES, OR IMMEDIATELY ADJAGENT TO AND VISIBLE FROM EACH STALL OR SPAGE. THE SIGN SHALL BE 11" X 22" HITH LETTERING NOT I" IN HEIGHT. PFR SEGTION 11296,5 REQUIRED HORDING IS AS FOLLOHS, "UNAUTHORIZED VEHIGLES PARKED IN DESIGNATED ACCESSIBLE SPAGES NOT DISPLAYING DISTINGUISHING PLAGARDS OR LIGENSE PLATES ISSUED FOR PERSONS v"llTH DISABILITIES MAY BE TOJ/l!ED AT OHNER'S EXPENSE. TOJ/l!ED VEHIGLES MAY BE REGLAIMED AT _____ _ OR BY TELEPHONING." ---------------------------·· E 8 .c ~ ('Cl "'O r::: ('Cl C. E 0) . i -r-,.. r-,.. 0) co I co It) It) --co It) co '-' I c.. -a a C'\I w I- ::) Cl) 0 a::: ~ w _J ::::) 0 co >-w _J _J ~ 0 1--z w a::: a::: 0 Cl) a T""- 0 -.;t" z 0 Cl) a::: w ~ <( c.. >-0 0 0 ~ w -c.. Cl) w _J _J (9 9 , ii\ XX/XX/XX JP -urJ CITY OF CARLSBAD ~ ~ 9 t---t----t---------------i-----t----1r---r-----i PLANNING DIVIS I ON 11 Sf ~------::;;;:--r---::;;;::~::;;::;:::---r---------,--------------i-----t---t-------------i----1r---i---t-i L ,,.,,.-I 8 }£l LANDSCAPE CONSTRUCTION DETAILS F'OR \LC-09 g ~1 "AS BU I LT" BLACKSTONE RANCH ~ 7 z ~ MODEL HOMES t{ ~ I ,r '---+----+-------------+----t--lr------t------i IA _P_P_Ro_v_Eo_:_~_l_~~~--=+--I ,_ ~ RCE __ EXP,---DATE ,-~ Lf'-Ej\__,;;4\:: 1\-<;,1'1'~ ~ ILi PLANNING . :,: REVIEWED BY: 1 <(z. OWN BY: --PROJECT NO. DRAWING NO. " DATE INITIAL ,___DA_TE~_INI_TIA_L_D_AT_E ~IN_ITI_AL_, CHKD BY: --CT 02-17 476-9M 8 lLI DATE DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: :a _t INSPECTOR 0 ~ ... -----------------------------------------------------------------------------------------------------------------------·~/, DRAWN SW 4~ \.1-\\0SCAPt APPROVED FOR APPROVED JP <) ,.\terson 4,p_ 1ST SUBMITTAL 0?-25-11 o,<,; 'l '% C>+ /RR/GA TION AND gmp "" ~-. .... 2ND SUBMITTAL 09-03-14 "' -"' O,? ~ ~r,, PLAAITING OAIL Y, 3RD SUBMITTAL l0-20-1•1--O 0 ...J .., ---I ~.;;.:c!~ INCLUDING PRECISE LANDSCAPE I0-20-14 ~ LOCA TIOAI or •~ ua" .,.,..:,,~~ ARCHITECTURE OF CA\. \\l:S PLANTING AREA. JOB NU. 14-038 & PLANNING Expiration Dale: 02-15 SCALE AS SHOWN SYMBOL @) ...... @) [g [8] NO SYMBOL ~ ~ I I I NO SYMBOL NO SYMBOL MANUFAGT. P.O.G. COLONIAL VALVE V'IILKINS HUNTER HUNTER N/A HUNTER HUNTER RAIN BIRD GRESL/NE V'IEST GRESL/NE V'IEST GRESLINE V'IEST AS APPROVED SPEARS HUNTER HUNTER HUNTER IRRIGATION MATERIAL LEGEND (PRIVATE LOTS) MODEL NO. / DESCRIPTION CONNECT DOV'INSTREAM OF THE EXISTING 3/4" DOMESTIC METER, VERIFY SIZE, LOCATION, AND PRESSURE IN FIELD, V'IITH OV'INER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING V'IORK 801 SERIES TRUE UNION BALL VALVE, LINE SIZE. 500-HLR SERIES PRESSURE REDUCING VALVE V'IITH 10 TO 125 PSI SPRING RANGE, SIZE AND PRESSURE SETTING AS NOTED. HUNTER PC-xxxxl MODULAR, INDOOR MOUNT IRRIGATION CONTROLLER SIZE AS REQUIRED, INSTALL V'IITHIN GARAGE, VERIFY ACTUAL LOCATION IN FIELD V'IITH OV'INERS AUTHORIZED REPRESENTATIVE. MINI-CLIK RAIN SENSOR, MOUNT TO EAVE OF BLDG. AND V'IIRE TO CONTROLLER PER MANUFACTURER INSTRUCTIONS. VERIFY ACTUAL LOCATION IN FIELD V'IITH OV'INERS AUTHORIZED REPRESENTATIVE. 120 VOLT ELECTRICAL POV'IER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD ASV-101-CC ANTI-SIPHON REMOTE CONTROL VALVE, V'IHEN HEADS ARE LOV'IER THAN RCV PGV-IOIA-CC ANGLE VALVE FOR USE V'IHEN IRRIGATION HEADS ARE HIGHER THAN RCV IN CONJUNCTION V'IITH HUNTER ATMOSPHERIC VACUUM BREAKER. INSTALL AVB-100 ATMOSPHERIC VACUUM BREAKER PER MANUF. RECOMMENDATIONS, 6" ABOVE HIGHEST OUTLET, SIZE AS SHOV'IN. XACZ-xxx ANTI-SIPHON DRIP SERIES PRESSURE REGULATING CONTROL VALVE, SIZE AS SHOV'IN, INSTALL 6" ABOVE HIGHEST OUTLET AND PER MANUFACTURERS SPECIFICATIONS. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A BALL VALVE. SIZE BALL VALVE PER THE LARGEST RCV IN THE MANIFOLD. PVC PIPE 3/4" -11/2" CL. 200 AS LATERAL LINES 12" BELOV'I GRADE PVC PIPE 11/4" SCH. 40 AS MAINLINES 18" BELOV'I GRADE PVC PIPE SCH. 40 AS SLEEVING, TV'IICE THE DIAMETER OF PIPE OR V'IIRE BUNDLE CARRIED PLACE BELOV'I ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OV'INER'S AUTHORIZED REPRESENTATIVE. 1118-xx AV'IG MULTI-STRAND IRRIGATION CONTROL V'IIRE, DIRECT BURIAL, U.L. APPROVED, PER CODE. NUMBER OF MUL Tl-V'IIRE STRANDS SHALL BE AT LEAST THREE MORE THAN NUMBER OF VAL VE STATIONS SHOV'IN PER PRIVATE LOT. DS-500 PRE-FILLED V'IIRE CONNECTORS, USE ON ALL V'IIRE CONNECTIONS PLD-06-12 DRIP TUBING V'I/ .0 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROV'IS A MAXIMUM OF 16" APART IN PLANTING AREAS. ALL TUBING SHALL BE INSTALLED 3" BELOV'I MULCH GRADE V'I/ '1" V'IIRE STAKES FIVE (S) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING V'IORK. EMITTER LAYOUT TO BE TRIANGULAR. (ALL TREES SHALL RECEIVE ADDITIONAL TUBING AROUND DRIP LINE SEE DETAIL 'S') PLD FITTINGS FOR CONNECTION BETV'IEEN PVC LATERAL HEADER LINES AND DRIP TUBING NOTE, 12" POP-UP SPRINKLERS SHALL BE USED IN SHRUB AREAS AND 6" POP-UPS USED IN TURF AREAS. DETAIL O,P/Ll-05 D/Ll-04 a/Lt-OS T/Ll-05 L/Ll-04 N/A C/Ll-04 B/Ll-04 l/Ll-04 N/Ll-05 N/Ll-05 R/Ll-05 N/A N/A A,E-H/Ll-04 M/Ll-05 E 0 (.) . ..c 2 ro ""O C ro c.. E 0) I ~ I'-,. I'-,. 0) co I co l() l() --co l() co ._, I a.. -0 0 N J,K/Ll-04 W U/Ll-05 I- J",: I I / I 10 SCALE: 1" -10' II I\ 11 '·-~ ·, II -Ml " / . , "'· 7, I I .. ' ·,. -. '"-.._ \ -----11 ----, --- 1\ II JOB NO. SCALE 3/4" 14-038 AS SHOWN I l -ii ;< [ I \}tl 1 ·-·-· ' ARCHITECTURE & PLANNING 4 I <( t-1 z Ul () rt \Ii• I I SYMBOL NO SYMBOL ---~ ~ \@, \ NO SYMBOL I I I I I NO SYMBOL MANUFACT. P.O.C. COLONIAL VAL VE V'IILKINS HUNTER HUNTER N/A HUNTER HUNTER RAIN BIRD CRESLINE V'IEST CRESLINE V'IEST CRESLI NE V'IES T AS APPROVED SPEARS HUNTER HUNTER HUNTER HUNTER IRRIGATION MATERIAL LEGEND (PRIVATE LOTS) MODEL NO. / DESCRIPTION CONNECT DOV'INSTREAM OF THE EXISTING 9/4" DOMESTIC METER, VERIFY SIZE, LOCATION, AND PRESSURE IN FIELD, V'IITH OV'INER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING V'IORK BOI SERIES TRUE UNION BALL VALVE, LINE SIZE. 500-HLR SERIES PRESSURE REDUCING VALVE V'IITH 10 TO 125 PSI SPRING RANGE, SIZE AND PRESSURE SETTING AS NOTED. HUNTER PC-xxxxl MODULAR, INDOOR MOUNT IRRIGATION CONTROLLER SIZE AS REQUIRED, INSTALL V'IITHIN GARAGE, VERIFY ACTUAL LOCATION IN FIELD V'IITH OV'INERS AUTHORIZED REPRESENTATIVE. MINI-CLIK RAIN SENSOR, MOUNT TO EAVE OF BLDG. AND V'IIRE TO CONTROLLER PER MANUFACTURER INSTRUCTIONS. VERIFY ACTUAL LOCATION IN FIELD V'IITH OV'INERS AUTHORIZED REPRESENTATIVE. 120 VOLT ELECTRICAL POV'IER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD ASV-101-CG ANTI-SIPHON REMOTE CONTROL VALVE, Y'IHEN HEADS ARE LOV'IER THAN RCV PGV-IOIA-CC ANGLE VALVE FOR USE V'IHEN IRRIGATION HEADS ARE HIGHER THAN RCV IN CONJUNCTION V'IITH HUNTER ATMOSPHERIC VACUUM BREAKER. INSTALL AVB-100 ATMOSPHERIC VACUUM BREAKER PER MANUF. RECOMMENDATIONS, b" ABOVE HIGHEST OUTLET, SIZE AS SHOV'IN. XAGZ-xxx ANTI-SIPHON DRIP SERIES PRESSURE REGULATING CONTROL VALVE, SIZE AS SHOV'IN, INSTALL b" ABOVE HIGHEST OUTLET AND PER MANUFACTURERS SPECIFICATIONS. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A BALL VALVE. SIZE BALL VALVE PER THE LARGEST RCV IN THE MANIFOLD. PVC PIPE 3/4" -11/2" CL. 200 AS LATERAL LINES 12" BELOV'I GRADE PVC PIPE 11/4" SCH. 40 AS MAINLINES IB" BELOV'I GRADE PVC PIPE SCH. 40 AS SLEEVING, TV'IICE THE DIAMETER OF PIPE OR V'IIRE BUNDLE CARRIED PLACE BELOV'I ALL PAYING, HARDSCAPE, ETC., AND AS DIRECTED BY OV'INER'S AUTHORIZED REPRESENTATIVE. !IIB-xx AV'IG MUL Tl-STRAND IRRIGATION CONTROL V'IIRE, DIRECT BURIAL, UL APPROVED, PER GODE. NUMBER OF MUL TI-Y'IIRE STRANDS SHALL BE AT LEAST THREE MORE THAN NUMBER OF VAL VE STATIONS SHOV'IN PER PRIY ATE LOT. DS-500 PRE-FILLED V'IIRE CONNECTORS, USE ON ALL V'IIRE CONNECTIONS PLD-06-12 DRIP TUBING V'I/ .b GPH EMITTERS 12" ON GENTER, INSTALL TUBING ROV'IS A MAXIMUM OF lb" APART IN PLANTING AREAS. ALL TUBING SHALL BE INSTALLED 3" BELOV'I MULCH GRADE V'I/ "!" V'IIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING V'IORK. EMITTER LAYOUT TO BE TRIANGULAR. (ALL TREES SHALL RECEIVE ADDITIONAL TUBING AROUND DRIP LINE SEE DETAIL 'S') PLD FITTINGS FOR CONNECTION BETV'IEEN PVC LATERAL HEADER LINES AND DRIP TUBING PROVIDE A PLD FLUSH CAP AT END OF DRIP DISCHARGE HEADER. INSTALL FLUSH VALVE INSIDE A SEPARATE VALVE BOX, ONE AT EACH END OF THE TUBING RUNS IN EACH DIRECTION. INSTALL IB" FROM PAVING. PLD-AVR AIRNACUUM RELIEF VALVE INSTALLED V'IITH A COMBINATION TEE. INSTALL AIR RELIEF ASSEMBLY INSIDE Ab" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER. MULTIPLE AYR'S SHALL BE REQUIRED PER RCV, VERIFY QUANTITY PRIOR TO STARTING V'IORK, INSTALL VALVE BOX IB" FROM PAYING AT HIGH POINT OF PLANTER AREA !PRIVATE LOT GALL ouTI ~STATION# VALVE SIZE ~GPM DETAIL O,P/Ll-05 D/Ll-04 Q/Ll-05 T/Ll-05 L/Ll-04 N/A C/Ll-04 B/Ll-04 1/Ll-04 N/Ll-05 N/Ll-05 R/Ll-05 N/A N/A A,E-H/Ll-04 M/Ll-05 J,K/Ll-04 U/Ll-05 Y/Ll-05 / E 8 .c 2 Cl:l "O C Cl:l c.. E 0) I -r---r--- 0) co I co l{) l{) ,---. co l{) co .._.., I a. 0 0 £'I w I--:::::> Cf) 0 0::: ~ w -' :::::> 0 en >-w -' -' ~ 0 1--z w a::: 0::: 0 U) / 0 S/Ll-05 ~ 0 s::t" z 0 Cf) 0::: w I-I-<( a. >-r--------------------10 K YMAP 0 0 2 w -a. Cf) w -' -' -(9 SHEETS 19 Ll-02 I. I 0 ill :,: i 'jjJ -1 POTABLE V'tA. .,.,ER USE NOTE NQ RECYCL::O V'iATt:R SriAL,.. BE USED ON SIT::. LOT 38 PRESSURE LOSS_ CALCULATIONS ; . . '. ' '' ' ·, .. '. ' . . . . WATER TYPE IHY~RAUUCGRADE LINE ·METER NUMBER •-••• • • •·•s ,., -~•·••• METER SIZE METER ELEVATION STATIC PRESSURE VALVE NUMBER CHECKED GPMATVALVE PUMP PSI r POTABLE 879 A 1" 464 180 A"7 11 0 SERVICE LINE ""•'· ---', . -- WATER METER " -· •' ' ____________ ,,_, -------- WYE STRAINER BACKFLOW PREVENTER MASTER VALVE '. ·-----~ ... ,. _, ____ "' -. -----• -· FLOW SENSOR MAINLINE ISOLATION VALVES REMOTE CONTROL VALVE . . ---· -·--. ----- LATERAL LINES HEAD LOSS MISC LOSSES SUBTOTAL. .FITTING LOSSES . st.is TOTAL FROM ABOVE - ··-• V •·• T' REQUIRED PSI AT LAST 'i-iEAD STATIC PSI BOOSTED PSI : PSI REQUIRED TOTAL , __ _ RESIDUAL PSI: TABLE:A PQC "A11 ROAD STATION SERVICE LINE WATER TYPE WYE/CV BACKF'LOW ENCLOSURE 6AC~FLOW MASTER VALVE FLOW SENSOR STATIC WATER PRESSURE DESIGN WATER PRESSURE BOOST REQUIRED MAX DEMAND SETPOCREGULAIDRAT ESTIMATED AREA SERVED ES71MA TED WATER USE MAXIMUM ALLOWABLE WATER USE WATER SOURCE WATER SOURCE INFO OBTAINED 2" POTABLE 1" . -1" 1" 180 PSI 73 PSI None DATE PROJECT ---•--'••· -----·. JOB NUMBER LOCATION CLIENT CONTACT PREPARED BY .-,.,,_, WATER DISTRICT 1.1_2 5.20 2.00 12.00 2 .. 00 0.50 0.95 0.70 1.70 4.47 0.87 0 31.51 2:85 31._51 40 74.35 180 0 72 ---,------.;._ ___ _ 108 LEGEND CONTRACTOR SHALL VERIFY LOCATION AND-WATER PRESSURE BY DIRECT MEASURMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT STATED ON PLANS CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTNE BEFORE PURCHASE OF EQUIPMENT AND BEGINNING OF INSTAI.I.A710N. PURCHASE OF EQUIPMENT AND ANY INSTALLATIONS WHEN EXISTING STATIC PRESSURE IS I BELOW THAT STATED ABOVE SHALL BE THE SOLE RESPONSIBILITY OF THE ,CONTRACTOR. TABLE: B LOV, V'iA TER :JSE .. ARE.A, '<.OTORS: 11,B85 5/: :viEDI UM V~A ~-E-<. L;SE AR.EA. 3U133U::R.S; 148 sf '"1 1 GH l"IATER :.,SE .AREA. ROTORS; 5260 sf JOR --NO. 14-038 SCALE AS SHOWN HYI?ROZONE DI i~GR,P\J'v1 __ ..-, .. ·-·-~_::,;;- . ' ' . ' --,-, .. -· ---- / ,,~-- i • , -, , I "::.:,_, -·-•-,,-•-·-'. -,---~J_,_ ·--·------·-------._. ..... -----·· .....J..'.--~--,. ~---~--·-·--,---------.. c ........... .. !..ANDS CAPE ARCHrf~CTIJ RE & f.'LANN!NG JC{/XX/XX JP -.•"·-· . "•~ -;-. LOT39 PRESSURE LOSS CALCUlA TIONS WATER TYPE HYDRAULIC GRADE LINE METER Nu MBER- _POTABLE 879 A DATE . -- PROJECT METER SIZE METER ELEVATION STATIC PRESSURE ••·•••«c•'-<·••-• ,. "" VALVE N_UMBER CHECKED GPMATVALVE 1" 471 177 A"7 7 JOB NUMBER LOCATION ·CLIENT CONTACT . PREPARED BY PUMP PSI . ·-------~··•---'~-- 0 WATER DISTRICT TABLE:A POC,:"A" ROAD STATION SERVICE LINE WATER TYPE WYEJCV BACKFLOW ENCLOSURE BACKFLOW MASTER VALVE FLOW SENSOR STATIC WATER PRESSURE DESIGN WATER PRESSURE BOOST REQUIRED MAXBEMAND SET POCREGULATORAT ES71MATED AREA SERVED ESTIMA TED'WATER USE SERVICE LINE •· ,-M.~••• WATER METER WYE STRPJNER --. . BACKFLOW PREVENTER MASTER VALVE )'LOW SENSOR 'MAINLINE ISOLATION VALVES . REMOTE CONTROL VALVE LATERAL LINES .HEAD LOSS MISC LOSSES SUBTOTAL FITTlNG LOSSES -•-. --·----SUB TOTAL FROM ABOVE REQlllRED PSI AT LAST HEAD TOTAL STATIC PSI , BOOSTED PSI "M •.• ••• •• PSI REQUIRED RESIDUAL PSI 1'" 1" 177 PSI 73PSI None 23GPM MAXJMUM ALLOWABLE WATER USE WATER SOURCE WATER SOtJRCE INFO_ OBTAINED CONTRACTOR SHALL VERIFY LOCATION AND WArE MEASURMENT IN THE F1ELD. IF EXISTING PRESSURE IS NOT STATED ON PLANS CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTIVE BEFORE PURCHASE OF EQUIPMENT AND BEGINNING OF INSTALLATION. PURCHASE OF EQUIPMENT AND ANY INSTALLA110NS-WHEN.EXIS71NG STATIC PRESSURE IS BELOW THAT STATED ABOVE SHALL BE THE SOLE RESPONSIBILITY OF 1HE CONTRACTOR TABLE: 6 CONTROLLER "A" SHALL BE AN IMPERIAL TECHNICAL SERVICES CONTROLLER ASSEMBLY OONTACl'DARYL GREE0N (94 584;7311, MODEL# . . . FINAL LOCATION OF CONTROLLER. ELECTRICAL SERVICE AND IRRIGA-IDN APPURTENANCES SHALL BE OUTSIDE ANY PUBLICR.0.W. OR EASEMENT AND CONFIRMED WITH'OWNERS REPRESENITII/E PRIOR TO COMENCING WORK. 1.12 5.20 2.00 12.00 2.00 0.50 0.84 0.70 1.70 4.47 1.30 0 31.83 2.84 31.83 40 74.67 177 0 7.2 104 E 0 u ..c 2 rn -0 C rn -0.. E 0) I I'--, I'--, O") co I co I..O LO ··,.-...; co LC) co --1 0.. b 0 N -w I- :::) Cf) CJ a::: 4: > w _J ::::) 0 co >-w ....I -' ~ 0 1-z w 0:::: 0:::: 0 (.I) 0 '\""" 0 "-I'" z 0 (.I) a::: w I-~ 0.. >-.----------------10 30 15 0 30 SCALE: 60 30' 90 0 0 2 w -0.. en w ....I _J -c., i1 L, lL =., cf) <D ,o (j ' ,1- / \S) _, LLI L, (j :,:: ' L'\ 9 \Sl L, 9 :c 0 ll' <( D z <( ? (j (j 2 3 4 5 0TEE 0 TOP OF MULCH 0 PRESSURE-COMPENSATING IN-LINE EMITTER TUBING FER LEGEND 0 TIE DOriN STAKE 0 FINISH GRADE ® ~~~~T~CAPE DRIPLINE NOTE, ALL THREADED CONNEC TIO TO HAVE TEFLON TAPE OR PASTE. NS -- F, 'f1 ' I I F --------------- I 1□ FLUSH VAL VE(S), FER LEGEND, PLUMB TO EXHAUST HEADER EXHAUST HEADER AIR RELIEF VALVE, FER LEGEND, INSTALL AT HIGHEST POINT ON ZONE DRIP TUBING START CONNECTION SUPPLY HEADER CONTROL ZONE KIT (SEE LEGEND) AREA PERIMETER DRIP TUBING LATERAL NOT TO EXCEED 200 LI NEAR FEET BETV'lEEN HEADERS PERIMETER LATERALS 2" TO 4" FROM EDGE E DRIP ZONE LAYOUT CENTER FEED SC-ALE, N.T.S. ... _,,------------r'IATER flWOF CONNECTION (I OF 2) n'-'c,,,.--------------30-INGH LINEAR l.Ell;!H OF YIRE, COILED ~-------RB'OTE CONlRO\. VALVE, SEE LEGEND FOR SPECS ,,----------:CH. 00 NIFFLE (I OF 2), lOOTH P-5 flEQ. ~---------PRES9.l<E Rl:Gl!lATOR, SEE LEGEND FOR SPECS ---------IN-LINE Fil TER, SEE LEGEND FOR SPECS - ~-------BALL VALVE, SEE LEGEND FOR SPECS ~------INSTALL 6-INGH MIN. AOOVE HIGHEST OJTI.ET -------W RIIJ)IATION Rl:SISTANT PVC SCH 40 PIPE /I OF 2) ~-----FINISIJ GRADE/TOP OF 11!lGH ~-----PVC :CH 40 Ell /I OF 2) -----PVC MAINLINE NOTE, ALL ThREADED CONNfGTIONS TO HAVE TEFLON T AfE OR PP-5TE. ANTI-SIPHON VALVE fOR DRIP ZONES ¼ALE, N.T.S. UVR PVC-SC-H.80 THREADED 90° ===;7 ATMOSPHERIC-VACUUM BREAKER fiiiii I TV'lO PVC ELLS AS REQUIRED (TYF). -~ PVC-LATERAL LINE TO AVB BURIED AS SHOV'lN ON PLANS SLOPE-----, FINISH GRADE ----~ I MIN. 0" ABOVE HIGHEST OUTLET I ANGLE VAL VE, SEE LEGEND FOR SPECS DRI-SFLICE ----.__ . .._ C-ONNEC-TIONS II ffi -Ill= 11 1 111 111 111 111 111~ NOTE, MIN. 0" ABOV~ FINISH GRADE I 1-111 11 111 111 111 111 111 1111 ---- PVC LATERAL LINE TO HEADS PVC-LATERAL LINE TO AVB ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. SV'llNG CHECK VALVE PVC-SCH. 40 SxT FITTINGS (TYF) DETAIL APPLICABLE TO SLOPES 3' IN HEIGHT AND GREATER. ®~~~;T~ VALVE/ AVB PLACEMENT NOTE, EC-TIONS ALL THREADED CONN TO HAVE TEFLON TAP 0 ~ CONTROL ZONE KIT (SEE LEGEND) PASTE. J E OR " r---- I~ v--s AA ~ I/ G: PVC SUPPLY HEADER DRIP TUBING START CONNECTION DRIP TUBING, PER LE<SEND, NOT TO EXCEED 200 LINEAR FEET BETriEEN HEADERS AIR RELIEF VALVE, FER LEGEND, INSTALL AT Hli,,HEST POINT ON ZONE AREA PERIMETER PERIMETER LATERALS 2" TO 4" FROM EDGE PVC-EXHAUST HEADER FLUSH VAL VE, FER LEGEND, PLUMB TO EXHAUST HEADER ,,,,-EASY FIT COMPRESSION COUPLING, / RAIN BIRD MDC-FC-OUF EASY FIT 3/4" MALE COMPRESSION ADAPTER, RAIN BIRD MDC-F1SMPT OR EASY FIT 1/2" MALE COMPRESSION ADAPTER RAIN BIRD MDC-FSOMPT LANDSCAPE DRIPLINE TlJBING, ~ RAIN BIRD LANDSCAPE DRIPLINE ~ LD-XX-XX OR RAIN BIRD PURPLE LANDSCAPE DRIPLINE LDP-XX-XX OR I/2-INCH POLYETHYLENE FIFE, RAIN BIRD XBS BLACK STRIPE TlJBING EASY FIT COMPRESSION COUPLING, RAIN BIRD MDCFCOUP ~ EASY FIT 3/4" FEMALE COMPRESSION ADAPTER, RAIN BIRD MDCF15FPT OR EASY FIT 1/2" FEMALE COMPRESSION ADAPTER RAIN BIRD MDCF50FFT EASY FIT COMPRESSION ADAPTERS SCALE, N.T.5. NOTE, ELECTRIC ANTI-SIPHON 7 CONTROL VAL VE V'lA TERFROOF V'll RE CONNECTORS (2 TYP.) /30" V'llRE LOOP /FINISH GRADE MIN. €," ABOVE HIGHEST OUTLET 11111 11111 Ill 11111~11111- PVC SC-H. 80 NIPPLE LENG TH AS REQ. (I OF 2) PVC LATERAL LINE PIPING NOTE, = l -12" MINIMUM j V L PVC PRESSURE MAIN SxT SC-H. 40 FITTINGS ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE PASTE. OR o✓ CONTROL ZONE KIT (SEE LEGEND) G K r-... 0 -~ :.- "' AA r-- 0 -- { (I'.) "" - ~ ~ - DRIP TUBING START CONNECTION PVC SUPPLY HEADER DRIP TUBING, FER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETV'lEEN HEADERS AIR RELIEF VALVE, FER LEGEND, INSTALL AT HIGHEST POINT ON ZONE AREA PERIMETER FLUSH VAL VE(S), PER LEGEND, PLUMB TO EXHAUST HEADER DRIP ZONE LAYOUT -MULTIPLE BEDS SCALE, N.T.S. EASY FIT COMPRESSION ELBOV'l, RAIN BIRD MDCFEL EASY FIT COMPRESSION TEE, RAIN BIRD MDCFTEE LANDSCAPE DRIPLINE T\!BING, RAIN BIRD LANDSCAPE DRIPLINE LD-XX-XX OR RAIN BIRD PURPLE LANDSCAPE DRIPLINE LDP-XX-XX OR I/2-INCH POLYETHYLENE PIPE, RAIN BIRD XBS BLACK STRIPE TlJBING I ~ EASY FIT COMPRESSION COUPLING, ~ RAIN BIRD MDCFCOUP EASY FIT COMPRESSION FLUSH CAP, RAIN BIRD MDCFCAF EASY FIT COMPRESSION FITTINGS SCALE, N.T.S. MMIIT,IRl\11 NOTE, ~----FINISH GRADE IN TURF AREAS ~-PLASTIC RECTANGULAR VALVE BOX rilTH BOLT DOV'lN COVER, USE STAINLESS BOLT, NUT, AND V'lASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSC-APE EDGE. HEAT BRAND "BV" ONTO LID. BALL VALVE, SEE LEGEND FOR SPECIFICATION ~r~ ~ FINISHED GRADE IN SHRUB AREAS _111=111 11111i'11111 =111= ~--MAINLINE, DEPTH AS PER SPECS. PVC MALE ADAPTER (I Of 2) -----ABOVE GRADE -BRASS UNION BELOV'l <SRADE -SCH.80 UNION ( 4) BRICK SUPPORTS ABOVE GRADE -BRASS NIPPLE BELOV'l GRADE -SCH.BO NIPPLE ~-----3/4" ROCK, 2 CUBIC FT. ~-----LANDSC-APE FABRIC BOX TO BE INSTALLED AS TO ALLOV'l FOR PROPER OPERATION OF BALL VALVE HANDLE. INSTALL AT RIGHT AN<SLE TO HARDSC-APE EDGE, INSTALL VALVE OFF-CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAINLINE DEPTH. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. .1------FLUSH VALVE, PER EXHAUST HEADER LEGEND, PLUMB TO EXHAUST HEADER AREA PERI METER ______,,// BLANK TUBING HEADER CENTERED ON MOUND OR BERM -~ NOTE, ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. ,,,---DRIP TUBING FER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETV'lEEN HEADERS \Wl)~+------AIR RELIEF VALVE, FER LEGEND, INSTALL AT HIGHEST POINT ON ZONE ~-DRIP TUBING START CONNECTION H DRIP ZONE LAYOUT -ODD CURVES L SCALE, N.T.S. ~----EAVE Of BUILDING ~---PLASTIC TIE DOV'lN STRAP ---RAIN SENSOR, SEE LEGEND FOR SPECS. ~---MOUNTING BRACKET /-~-------------V'llRE TO IRRIGATION CONTROLLER -------------------SECURE V'llRE V'llTH CABLE TIE BRACKET, 3' O.C. MIN. RAIN SENSOR MOUNTED ON EAVE SCALE, N.T.S. E 8 . .c 2 ro "O C ro -0. E 0) . I -t--- 1'-- (j) co I co LO LO ----co LO co _.. I a_ 0 0 N -w f- ::> (/') 0 0::: ~ w _J ::> 0 ID >-w _J _J ~ 0 f-z w 0::: 0::: 0 (/') 0 ..- 0 s::t' -z 0 (/') 0::: w ~ <( a_ >-0 0 0 ~ w a_ (/') w _J _J (9 ' ~ s,) 1-xx-1_xx_1x_xl-J-P-+----------------+--+---+---+----II S1H4EET I CITY OF' CARLSBAD Sr11E9ETS l,i PLANNING DIVISION ,1-;::===~==================-.'.====; • 0 LANDSCAPE IRR!GAT[ON DETA[LS F'OR: Ll-04 § ~ BLACKSTONE RANGH ~ 7 u Q ~ f MODEL HOMES I ' " ·q· 11". / ~ s!l DATE ~ m • L z 4 ~ Z DATE INITIAL ~ lLI DESIGNER OF WORK REVISION DESCRIPTION "' _, DATE 9 lL---------------------------------------------------------------------------------------------------------------------------------------------------------------.. n DRAWN SW • ~ 110SC4p APPROVED FOR APPROVED Jf> \\erso11 "AS BUILT" 1ST SUBMITTAL 07-25-14, !RR/GA T!Of\/ Af\lD gmp 2ND SUBMITTAL 09-03-14 _g § .... c.., "' PLAf\lT/NG Of\lL Y, 3RD SUBMITTAL 10-20-14 -0 0 _. ..., -< 1< I f\l CL U DI f\l G PRECISE RCE EXP. LANDSCAPE LOCATION OF REVIEWED BY: ARCHITECTURE PLANTING AREA. JOB NO. 14-038 & PLANNING Expiration Date: 02-15 SCALE AS SHOWN INSPECTOR I APPROVED: 1-1'-Zl\ q. ~l~A \\-<?-1-+ PLANNING OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT 02-17 476-9M OTHER APPROVAL CITY APPROVAL RVWD BY: £ D IL :::, \i) <D (() () ' ,1· / \)I _, LU D () ;,: I L, 9 \i) D ~ \.) Ii <( D z <( 6 () p D I--RVC, FILTER, PRY ASSEMBLY (SEE LEGEND) BLANK llJBING, LENGTH AS REQUIRED PVC HEADER, PER PLAN • Ir-.+---MANUAL ISOLATION BALL 10" AX. LF PRESSURE SUPPLY LINE TO HOUSE -~ MAINLINE TO IRRIGATION SYSTEM TEE FITTING INSTALLED BY PLUMBER [ VALVE BOX (IF BELOV1 GRADE) 7 BALL VALVE, PER LEGEND VAL VE PER LEGEND LANDSCAPE DRIPLINE, LENGTH AND TYPE PER LEGEND TREE ROOTBALL EMISSION POINT (TYP) ESTIMATED DRIPLINE OF MA llJRE TREE AIR RELIEF VALVE, PER LEGEND, INSTALL AT HIGHEST POINT MDFCOUP COUPLING, (I OF 2) MANUAL LINE FLUSHING VALVE~ GRAVEL SCH. BO PVC OR BRASS NIPPLE TYP. ---SCH. BO PVC OR BRASS UNION IRRIGATION MAINLINE, PER LEGEND. -----MALE ADAPTER TYP. PRESSURE SUPPLY LINE FROM METER-~ ~-------PRESSURE REGULATOR, PER LEGEND. NOTE, ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. POINT Of CONNECTION (PRIVATE LOTS) SCALE, N.T.S. ROTOR HEAD, SEE LEGEND FOR ~-------INSTALL SPRINKLER HEAD FLl/5H V'llTH FINISH GRADE IN 11JRF AREAS "'""" TI~ -' I ~~1/2"± NOTE, ,------SPRAY HEAD, SEE LEGEND FOR SPECIFICATION -----INSTALL SPRINKLER HEAD 1/2' ABOVE FINISH GRADE IN SHRUB AND GRCIJND COVERS AREAS :m' 11TT :_ 111 111 1 1 ----UNDIS11JRBED SOIL ~----TRIPLE SV11NG JOINT =[I. ASSEMBLY, B" LAY MINIMUM INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN llJRF AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA V11THOUT OVERSPRAY ONTO PAVING, FENCES, V1ALLS OR BUILDINGS. DO NOT USE SIDE INLET ON HEADS V11TH INTEGRAL CHECK VALVE. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. N CLEAN COMPACTED BACKFILL CONTROL V11RES, SEE SPECS. PRESSURE MAINLINE, SEE SPECIFICATIONS DIMENSION A B C, BACKFILL SHOULD BE PLACED IN 6" LAYERS AND TAMPED 1/2" TO 2-1/2" IN SIZE 18 11 12 11 6" 3" IN SIZE 2411 X 6" 4" AND LARGER 3011 X 6" PIPE INSTALLATION, POTABLE SCALE, N.T.S. ~-------FINISH GRADE IN llJRF AREAS ~----PLASTIC ROUND VALVE BOX V11TH BOLT DOV1N COVER, USE STAINLESS BOLT, NUT, AND V1ASHER. BOX TO BE PLACED IB" FROM HARDSCAPE EDGE. HEAT BRAND "PRY" ONTO LID. ~-PRESSURE REGULATOR, SEE LEGEND FOR SPECIFICATION WiW'DW ;,.::::I :II,::::,:::, I l::::l~:!:2~"~M-;I-N5-:-;J=_=_= _=_=_= 711"':1~ ~ FINISH GRADE 111-1 I 1-1 ~-IN SHRUB AREAS • Ill Ill 111ill111µ1 PVC SCH,,BO TOE 11111 i11 II _ -1 m NIPPLE,3 HIN,2REQ. -'..'_~]HJl:;:!Ff,c~vi(h,-4':\b:111tg1~11~,,__-/ = -PVC, SCH 40 SLIP ,,.-, COUPLING, 2 REQ. "MIN. ~ o PVC MAINLINE TO HASTER t.ff ~~ VALVE, PIPE PER SPECS. ~. 0~~~[1 ;;:SJ-~--(4) BRICK SUPPORTS . ~ b i+'•eJ'"" ""-''-"'~::../!.:::.j;c~:::..!,-=--,.:::::.;:.,~== 3/4" ROCK, 2 CUBIC FT. ---------LANDSCAPE FABRIC ~-----------BRASS NIPPLE (TYP). ~------------BRASS UNION ------------------PVC MAINLINE FROH P.O,C, NOTE, USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROH SUPPLY SIDE OF THE PRESSURE REGULATOR ASSEMBLY. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. 0 0 0 0 4511 NOTE, HOUNT ENCLOSURE AS PER HANUFAC llJRER'S RECOMMENDATION CONTROLLER, SEE LEGEND FOR SPECIFICATION. 120 VOLT POl'IER SUPPLY IN J-BOX, BY OTHERS RIGID ELECTRICAL CONDUIT TO RAIN SENSOR (IF SPECIFIED) IN RIGID CONDUIT LOl'I VOLTAGE i'IIRE IN RIGID PVC CONDUIT PVC ELECTRICAL SV1EEP TO EXTERIOR BUILDING V1ALL THROUGH J-BOX BUILDING FLOOR BY OTHERS INSTALL ENCLOSURE AS INDICATED PER PLAN 4 MANUFACllJRER'S RECOHMENDATION. ROUTE i'IIRES AND SLEEVE THROUGH MLL TO RECTANGULAR PULL BOX AND TRANSITION TO DIRECT BURY i'IIRE. ® ~_;;;T:10UNT CONTROLLER ALL PIPING ABOVE --- GRADE TO BE TYPE 'K' COPPER FIN I SH GRADE ~ ~---TO HOUSE V'IA TER SUPPLY \____PRESSURE REGULATOR (BY OTHERS) TOCONTRQL/ VALVES 1----FROM V'IATER METER AT STREET !~-----PRESSURE REGULATOR (BY LANDSCAPE CONTRACTOR) NOTE, ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. Q POINT OF CONNECTION (PRIVATE LOTS) SCALE, N.T.S. . . . "·: •• " <l • . . • ... . • ·· • .:, .· ... -·,:1 • DIMENSION-VEHICLE A 6 11 OR LESS 36" 6" AND LARGER 4e,n DIMENSION-VEHICLE A B" OR LESS IB" 3 11 TO 5 l/2" 24" 6" OR LARGER 36" B C, 1e,11 1211 ]8'1 1211 B C, IB" 12" 18'1 12" 1011 12" D 6" b" D €;," 6" b" PVC SLEEVES TO BE Ti'IICE THE DIAMETER OF THE PIPE OR i'IIRE BUNDLE CARRIED. EXTEND ALL SLEEVES 12" HINIHUH PAST HARDSCAPE EDGES BACKFILL SHOULD BE PLACED IN 6" LAYERS AND TAHPED SLEEVE INSTALLATION, POTABLE SCALE, N.T.S. --HUNTER PLD-AVR 3/4" FEMALE ADAPTOR LATERAL LINE PER PLAN • 1----VALVE BOX (INSTALL PER SPECS) ,~ "'""~ ,a,O. ,9 ~<a Q,~ NOTE, C. 0 r 3/4" GRAVEL SUHP (I CUBIC FOOT) EASY FIT COMPRESSION COUPLING, RAIN BIRD HDCFCOUP BRICK SUPPORTS (THREE) ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE .. GENERAL GMP IRRIGATION NOTES I. ALL LOCAL MJNICIPAL AND STAie LArlS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS f"ORK ARE HEREBY INWRPORATID INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OJT BY THE CONTRACTOR. IN CASE OF CONFLICT BETYlfEN THE SPECIFICATIONS, DR,l,J,1INGS, AND/OR CODE, THE MORE STRINGENT REGJIREMENT SHALL PREVAIL. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRXTURES AND SERVICES BEFORE COMMENCING f"ORK. THE LOGATIONS OF UTILITIES, STRXru<ES AND SERVICES 5HOY1N IN THESE PLANS ARE APPROXIMATE ONLY. ANY Dl¼REPANCIES BETYlfEN THESE PLANS AND ACTUAL FIELV CONDITIONS SHALL BE REPORTED TO THE Or1NER'S REPRESENTATIVE. S. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARGHITECTURAL PLANS BEFORE BEGINNING rt)RK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REGJIRED TO PERFORM THE rt)RK INDICATID HEREIN BEFORE BEGINNING f"ORK. 5. THE MAINLINE AND SLEEVING IS DIAGRAMI-IATIC. ALL PIPING IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED VIITHIN LIMIT OF rt)RK oo.JNDARIES AND IN SHRUB PLANTING AREAS MRE POSSIBLE. AVOID ANY CONFLICTS BETYlfEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECT\IRAL FEATURES, &. IRRIGATION EGJIPMENT AS 5HOY1N 15 DIAGRAMMATIC. INSTALL ALL THE IRRIGATION REMOTE CONTROL VALVES, QUICK CGWLERS, MASTER VALVES, FLOYI SENSORS, BACKFLOliS, AIR/YAC.WM DEi/iCES, BALL VALVES, AND ANCILLARY EOJIPMENT, IN SHRUB PLANTING AREAS MN FEASIBLE OR AS APPROVED BY Or1NERS REPRESENTATIVE AND THE LANDSCAPE IRRIGATION DESIGNER. 1. DO NOT l'llLLFULLY INSTALL ANY EQJIPMENT AS SHOYIN ON THE PLANS r1HEN IT IS OBYIClJS IN THE FIELD THAT UNKNOYIN CONDITIONS EXIST THAT YIERE NOT EVIDENT AT THE TIME THESE PLANS YIERE PREPARED. ANY :JXH CONDITIONS SHALL BE BRC%HT TO THE AITTNTION OF THE Or1NERS REPRESENTATIVE PRIOR TO ANY r!ORK OR THE IRRIGATION CONTRACTOR SHALL AS:JJME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE Or1NER. B. INSTALL ALL EQUIPMENT AS SHOYIN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY YIITH LOCAL CITY, WJNTY AND STATE REGVIREMENTS FOR BOTH EQJIPMENT AND INSTALLATION. '1. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOYI PREVENTER, RECYCLED CROSS CONNECTION TEST VALVE, f\JMP STATION AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OYINERS AUTHORIZED REPRESENTATIVE. 10. CONTRACTOR IS TO PROVIDE THREE (3) ADDITIONAL PILOT YIIRES AND ONE (I) COMMON l'!IRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. THE ADDITIONAL VilRE SHALL BE EXTENDED 10', MAKING A COIL TO FIT INSIDE A RECTANGULAR FULL BOX. LABEL THE LID OF THE FULL BOX SYI'. 11. ALL PIPE UNDER PAVED AREAS, HARDSCAPE, OR AS DIRECTED BY Or1NERS REPRESENTATIVE TO BE INSTALLED IN SLEEVING, TV'llCE THE DIAMETER OF PIPE OR HIRE EWNDLE CARRIED. ALL 2" AND 3" SLEEVING SHALL BE PYCl220 SCH. 40, TYPE I, &RADE 2 MATERIAL CONFORMING TO ASTM STANDARD D-I185-4. ALL 4' AND LARGER SLEEVING SHALL BE PYCl220 CLASS 200 SDR2I, TYPE I, GRADE 2 MATERIAL CONFORMING TO ASTM STANDARD D-224I. SLEEVES UNDER BROl'l DITCHES SHALL BE ENCASED IN CONCRETE A MINIMJM OF b' THICK ON ALL SIDES OF PIPE. SLEEVES TO EXTEND AT LEAST 12' PAST THE EDGE OF PAVING. 12. ALL QUICK CORLER VALVES TO BE INSTALLED IN SHRUB OR GROJND COVER AREAS MRE POSSIBLE, ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOYIN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK WRLER VALVES l'llTHIN IB' OF HARDSCAPE. IS. ALL HEADS ARE TO BE INSTALLED HITH THE NOZZLE, SCREEN AND ARCS 5HOY1N ON THE PLANS. ALL HEADS ARE TO BE AD.lliTED TO PREVENT OVERSFRAY ONTO E'IJILDINGS, l'IALLS, FENCES AND H/\RD¼APE. THIS INCLUDES, EJJT NOT LIMITID TO, AD.lliTMENT OF DIFFUSER PIN OR AD.lliTMENT SCREVI, REPLACEMENT OF PRESSI..RE COMPENSATING ¼REENS, REPLACEMENT OF NOZZLES YIITH MORE APPROPRIATE RADII,>; UNITS AND THE REPLACEMENT OF NOZZLES YIITH ADJY:iTABLE ARC UNITS. r1HEN VERTICAL OBSTRXTIONS (PROPS, STREET LIGHTS, TREES, ETC) INTERFERE YIITH THE SPRAY PAITTRN OF THE SPRINKLER HEADS PREVENTING PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJY:iT THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRXTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJY:iTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE Or1NER. 14. THE IRRIGATION CONTRACTOR SHALL AD.lliT THE PRESC'JRE REGULATOR ON EACH ELECTRIC CONTROL VALVE SO THAT THE SPRINKLER HEAD FARTHEST AND HIGHEST IN ELEVATION FROM ITS RESPECTIVE CONTROL VALVE OPERATES HITHIN THE OPERATING PRESSI..RE SHOYIN ON THE IRRIGATION LEG.END. NOT TO EXCEED FIVE (5) PSI ?WYE THE GIVEN OPERATING PRESSWE FROM THE SPECIFIED PRESSI..RE LOCATID ON THE IRRIGATION LEGEND, 15. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRES:l!RE AND THE MAXIMJM FLOH DEMAND SHOYIN ON THE IRRIGATION DRAl'IINGS AT EAGH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY MTER PRESSWE VIA DIRECT FIELV MEASWEMENT PRIOR TO CONSTRXTION. REPORT ANY DIFFERENCE BETYlfEN THE l'IATER PRESC'JRE INDICATID ON THE DR,l,J,1INGS AND THE AC11JAL PRESSWE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OYINER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSWE DIFFERENCES ARE NOT REPORTID PRIOR TO START OF CONSTRXTION, THE IRRl&ATION CONTRACTOR SHALL AS9JME FULL RESPONSIBILITY FOR ANY REVISIONS, AND COSTS ASSOCIATID YIITH SAID REVISIONS. I&. SHOJLD FIELD GONDITIONS REQUIRE PIPE INSTALLATION OTHER THAN THAT 5HOY1N ON PLANS, THE CONTRACTOR SHALL LIMIT EXCESS FLOH AND SIZE ALL PIPE NOT TO EXCEED A VELOCITY OF 5 FEET PER SECOND (FPS) IN PYC PIPE AND CAST IRON PIPE. FLOl'l THRO\x:,H ANCILLARY EQUIPMENT, STEEL AND COPPER PIPE SHALL NOT EXCEED A VELOCITY OF 1½ FPS. ALL ADJY:iTMENTS SHALL BE HADE AT NO ADDITIONAL COST TO THE OYINER. 11. ELECTRICAL POYIER ¼WCE FOR THE IRRIGATION CONTROLLER AND/OR BOOSTER f\JMP SHALL BE PROVIDED UNDER THE ELECTRICAL SECTION OF THE SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE ELECTRICAL SERVICE YIITH THE GENERAL CONTRACTOR AND SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOJRCE TO THE CONTROLLER AND/OR BOOSTER f\JMP. IB. CHECK VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT ALL LOYI HEAD DRAINAGE. ~---!Of OF M.I..CH WTERAANEM EMITTER OOX r ~---AIR RELIEF VALVE KIT PER LEGEND FINl,11 GRADE ... -,. .. • ( . rl..Af/JY:;(,Af'E DRIPI.INE lWING =:J-----'---. OOTE, LOCATI' AIR RELIEF VAL V'fiS) AT HIGHEST POINT(S) OF ZONE. M.I..TIFLE AIR RELIEF VALVES MAY BE NECESSARY. ALL Th!<EADED CONNECTIONS TO HAVE Tl'FLON TAPE OR PASTE. -3/4-INCH l'(A5IIEJ) GR.Ava, I ®IC FOOT MIN. V ~~~~;LIEF VALVE KIT IN 6" VALVE BOX E 0 (.) . .c 2 ro 'O C ro c.. E 0) I ~ r--r-- O') CX) I CX) LO LO --ex, LO CX) ..___,. I a.. -0 0 N w I- ::> (f) D 0::: ~ w __J ::> 0 co >-w __J __J ~ 0 1--z w 0::: 0::: 0 (f) 0 ..... 0 "Q" z 0 (f) 0::: w ~ <( a.. >-0 0 0 2 w a.. (f) w __J __J -C) ' . ~ l-x-x/_x_x1_xx+-JP--+----------------l----l----l----l----l I S1H5EET I . _c_· I_'I_'Y __ o_F_' _c_· A_R_L_S_'_B_A_D~ ,S_H-EE-TS~ ~ ,, _ PLANN I NG D I V I S I ON _ 1 9 l / . ~ LANDSCAPE: IRRIGATION DETAILS FOR I Ll-05 § ~ II AS BU I LT)) BLACKSTONE RANCH ~ () z ~ MODEL HOMES g J I ~ !------+---+-------------------+----+---+----+-----< -A-PP_R_o_v_E_D_: -~J---~ /(~~~~~-ti--~---~ EXP____ DATE /<C:-t, q:-1::-j\...,JL l\-t;.l--t ~ LLI t--------------------1 ~P:=LA:':N:':N=:IN::::G====-;:::=========:;-;====~ '" ;,: ~ z <(z OWN BY: PROJECT NO. DRAWING NO. ~ DATE INITIAL DATE INITIAL DATE INITIAL u LLI REVISION DESCRIPTION CHKD BY: --CT 02-17 476-9M G _1 DATE DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL R\/WD BY• ;ll ~·--------------------------------------------------------------------------------------------------------------------------------------------------------------19 ~ DRAWN SW • ~ \\OSCA APPROVED FOR APPHOVED JP \\erso lST SUBMlT'l'AL 07-25-L-4 .., .. !RR/GA T!ON A/\/O gmp q' 2ND SUBMITTAL 09-03-H, "' <: c., ,:: PLA/\/ T!/\/G Of\/ LY, :.nm SUBMITTAL l0-20-14 -0 .J -, INCLUDING PRECISE RCE LANDSCAPE LOCA TIO/\/ OF REVIEWED BY: ARCHITECTURE PLA/\/ TING AREA. JOB NO. 14-038 SCALE AS SHOWN & PLANNING E,piralion Dote, 02-15 INSPECTOR \') ~ D IL :::, \f) c\) [() (_) ' ,, / \fl _, LU L, (_) ':L ' L'\ ;). \f) D 0 / :c 0 ii-'. <( L'\ z <( _, / (_) (_) ' c\) t(\ (_) ' -.,;1- / <J) i- 0 LL! -1 (_) II-'. IL ' ,, / \') LL! >= <( z Ill _, tL IRRIGATION SPECIFICATIONS SFCTION 02811 LANDSCAPE IRRIGATION PART I -GENERAL l.01 A B. l.o2 A B. C. 1.03 A B. (,_ D. E. l.04 /... 911-\\R)' IT IS ntE IHlENT Of ntE 5fECIFICATIOl6 AND Jm/111155 lllAT 1lf Fl~Sl6) S!STEM IS CO!ftETE IN Evl:R1' REf'ECT AW~ Pf RfAV1 FOR CffRATION SATl~ACTOR! TO 1lf C!Wi. ntE l'k?RK smL IIUl!JE /U MATEl<IAI.S, LABOR ~192,_ ~ORTATION, AND E<llll'l-00 l!Ea5SAR1' TO FERF®l llf l'k?RK 1-5 INDICATED ON ntE Jm/111155, IN 11a 5!'ECIFICMION, AND AS IIECBS!,R1' ro COl-fLETE ntE cw1r<,<.,f. COl!STI<l)'.;TION DRAYIIISS ru' TO ntE SC/.l.E Of 1lf PRArllllSSI IT IS 1171 P~El.E TO INDICATE ALL ITTSt1:vlTTlll55, Sl.EEYE\fil_C. YlllCH MAY Pf RW.IIRED. Tif COliTRACTOR smL CAREFU.L! IIMSTIGATE ~~~iJ1:W1 ~ni=~:t~ r rJ ~ ~-eft~SN~~ \Im~~ ~\lMifl.lkl<E£ %~ cZM1crs Pfl/lIN IRRIGATION S!STEMS, flANTIII,, AND ARCHITECT\Rl,L FEATlffi. ALL l'k?RK CN.I.ED FOR ON 1lf PRArllll55 Bl 117TB OR DETAILS :l\AIJ. Pf fl!<NISl6) AW 116TALLED l'IETlfR OR 0015!'ECIFICALL! ffNTICl{J) IN Tif 5fECIFICATIOl6. l'lfN AN ITEM IS :it!tl ON Tif FIJ,/6 E!IT 001 :it!tl ON 1lf SffCIFICATioti; OR VICE VfJ5A, IT :l\AIJ. Bf !IDW TO Bf 1-5 :it!tl ON OOnt. 1lf l.OOSCA'E AACHITECT ~ HAVE FIHN. Mlml! FOR CLARFICATIOI!. ntE COliTRACTOR :l\AIJ.1171 Yll.lfU.l! INSTALL ntE IRRGATION S!STEM 1-5 :it!tl ON 1lf DRAYIIISS l'lfN IT IS OIMM IN Tit FIELD lllAT Cffiffi,l;TIOl!S GRADE DIFFEREIU5 OR DISC!<EFAA;IES IN AREA Pll'ffilot6 EXIST lllAT Ml611T 117T HAVE EffN COl!;DEREI) IN E!ISll£ERIII,. 9XH CllSffi,l;Tioti; OR DIFFERElUS Stl:,1,lll Pf~ TO Tif ATTENTION Of Tlf LOOSCAF!: ARCHITECT AS m, 1-5 PEITCTED. IN 1lf EVENT ntlS ll)TIFICATION IS 1171 FERFORMED, ntE IRRGATION COliTRACTOR :l\AIJ. ASSJ,f fU.L ~OO!lLIT! FOR ANY REVl~ON IIEGo!iAR1'. (lJAl.11! ~ 00/IDE AT LEAST CIIE ENSl.15H SffAKIII, PERSON YllO :l\AIJ. Pf Fre'BlT AT ALL TIMES Mil, EXECl/l10N Of ntlS PORTION Of ntE l'k?RK AW YllO :l\AIJ. llf ntm!StlY FAMILIAR Ylnt Tl£ rrFE Of MAlERIAI.S Pflll, 116TN.I.ED AW ntE Ml'/lfACT\RfRS Rfca-tll'NDED ~ Of INSTALLATION AW YllO :l\AIJ. DIRECT ALL l'k?RK FERFORMED !.!<DER TlllS StCTIOI!. Ml'/lfACT\RfRS PIRJ'CTIOl6 AND PETAllfl) PR,1/11155 :l\AIJ. Pf FCUOl'f[) IN ALL Cl-ffi l'ifRE Tit Ml'/lfACT\RfR Of ARTICLES l':fD IN ntlS ca{TRACT R!<NISH PIRfCTIOl6 W/ERIII, POINTS 1171 :it!tl IN 1lf DRAYlll,S AW 5fECIFICATIOl6. All LOCAi. HJICIFAL AND STATE lMS 111,\.ES AND Rffil,\TIOl!S cOYl'RNIII, OR RflATIII, TO ANY PORTION Of ntlS l'k?RK ARE ffREBi llt:OR!'ORATED INTO AW MADE;, FART Of ntESt SffGIFICATIOl§1 /j_l!) llflR i¼ii!~ONS :l\AIJ. Pf CAARIED M Bl ntE ca{TRACTOR ANYn/111, Wlili.lNED IN ntESt 5fECIFICATIOl!S :l\AIJ.1171 Bf COl!Smfl) TO c.ctfl.lCT l'llnt ANY Of ntE NYM. mo AW Rfi:«.ATIOl6 Of Tl£ SAME iM'IER l'lfN ntESt 5fECIF~ATIONS AW PR,1/11155 CALL FOR OR DESCRIPf MATEl<IM.S ~IF, OR COl!Sffi,l;TION Of A PfTTER <llAl.11!, HIGHER STAW.'RP, OR LARGER ~ZE ntAN IS Rt<lllRED Bl ntE NYJ/F.111,1.ES AW RfWTIONS, Tlf l'RO'/l~ONS Of 11a SffCIFICATIOl6 AND DRAYIIISS :l\AIJ. TAt.EA<fCcDENCE ALL i'IAJERIAI.S :l.ffi.lED FOR ntlS F!iO.fCT :l\AIJ. 8€ ~ AND FREE PROM ANY DEFECTS. ALL DEFECTIVE MAlERIAI.S SHALL 8€ l<EF\JlED IMMEDl!,TE.! AT IIQ ADDITIONAi. COST TO (7(ttR 1lf WNll<ACTOR :l\AIJ. :{~ ntE Rf(lJIRED LICOO:S AW PERl-1115 IIUWIII, PA'fl-fNTS Of CHARGES AND FEES, GIVE Rf(lJIRED IIQTICcS TO f\l:l.lC MlmTIES, '/ERP! PERMIT5 Sf()ffl) OR~ MADE Bl 01lfl<S ll'FECTIII, ntE l'k?RK Of ntlS SfCTION. Sl£l,l[TTAI.S MAlERIAI.S L~T, I. AFTER N\® Of WliTRACT AND OO'ORE ANY IRRGATION SYSTEM MATEl<IAI.S AR£ DELIVERED TO ntE J'.)fJ ~TE, Sl£l,lif TO ntE C!Wi. A CO!ftETE LIST Of ALL IRRGATION SYSTEMS MATEl<IAI.S OR Fl<,XE55ES Fl<Cl'OSED TO 8€ Fl!<Nl5HED AND INSTN.I.ED />o PART Of TlllS ca(TRACf. 2. m MAN.fACWS MAND CATAI.Cli IU1lER FOR EACH ITEM, Fl!<Nl5H CO!ftETE CATAI.Cli WT5 AW TWIIICAI. DATA, F\l<l,l5H ntE MAlU'ACT\RfRS Rfattm/ATIOl!S 1-5 TO ntE H'TIW Of INSTAl.lATIOI!. ,. 00 :Ul'STIWTIC!ti l'IILL Pf AI.LOl'f[) l'llntM PRIOR 1filmN ACCEPTAltE Bl ntE l.OOSCAF!: ARCHTECT OR ortlERS M!mZED ffi'Rf5ENTATIVE. 4. MA!ifACT\RfRS ~ES :l\AIJ.1171 ffi.lEVE ntE WNll<ACTOR Of IBS Ll~LIT! M'ER Tlf €'.IARANTEE. 9XH rl'l<RAlmES smL C1U :J,ffi.EH'Nf ntE 8.IARMTEE. B. eresTiwnot& IF M IRR6ATION ca{TRAC!OR ¥!SHES TO :Ul'STITIITE ANY WJIPH'IIT OR MATERIALS FOR TliJSE E<lllf'Ml'NT OR MATERAI.S LISTED ON ntE IRRGATION DRAl'IIIISS AW SffCIFICATIOl61!: MA! DO SP Bl F!iOVIPIII, ntE FCUOYIII, llfORMATION TO Tlf LANDSCAF!: AACHITECT OR ortlERS AAllORZED ra'R£5ENTi,TI'IE AW CIT! lllSFECTOR FOR /,fl'R0'/1,L I. F!iOVIDE A 1filmN STATEH'J!f INDICATIII, THE Rf/-50I! FOR M>K\11, ntE eresmlJTIOI!. 2. F!iOVIDE CATAI.Cli CJJT ffl_§]:,C:tlllCAL PATA AND FERf()R),Wl:;E llfORMATION FOR EACH :Ul'STITIITE ITEM. 3. l'RO'/IDE IN 1t<ITIII, ntE Dlmmu: IN INSTl,Llfl) PRICE IF M ITEM IS ACWTED. I.OS EXISTIII, COOITIOl!S A ntE WNll<ACTOR :l\AIJ. '/ERP! AW BE FAMILIAR Ylnt Tlf LOCATIC!ti, SIZE AW DETAIL Of POINTS Of CO!l-l'CTION l'RO'/IDEP AS ntE = Of MIER EI.ECmcAL :lJ'l'\.Y, AW ANY !ELEfllJNE LIii' Cl'tffCITON TO 11f IRRGATION SYSTEM. 6. C. P. E. I~ A. B. C. P. E. 1.01 A B. I.Oil A B. 1.01 A. IRRGATION DE51611 IS BASED ON 11f AVAILli'li STATIC MTER -:it!tl ON ntE DRAY<Jll55. WliTRACTOR 5H/U '/ERP! STATIC MTER ON ntE F!iO.fCT PRIOR TO ntE START Of COl!Sffi,l;TIOI!. Stl:,1,lll A DISC!<EFAA;Y EXIST, llJ11F! 1lf LAWSCAFE ARCHITECT AW omRS .aimmZED ffi'Rf5ENTATIVE PRIOR TO 6!:61~11, COl!Sffl,l;TION. PRIOR TO CI/TTING INTO ntE ~' Tif WNll<ACTOR :l\AIJ. LC<;i,TE ALL C~~§,gl'{R SEPTC T;Jt5, AW OTifR 1/TILITIES K, ARE um;ti.Y ffi'.ZWTERll) LWER6RaW AND Ii: sml. TA'.E PRC!'ER rnCN/11ot6 ll)T TO DAM/6E OR DISTil<B 9XH lmwvtw1i,. IF!, WLICT EXIST5 6fll'ffN Tif 9XH CllSTACLES AND ntE Fl<Cl'OSED l'k?RK,Tlf ca{TRACTOR :l\AIJ. l'RCWT\.Y llJ11F! ntE LOOSCAF!: ARCHITECT AW ort1ER YllO ¥ILL N1J1AN6E FOR ffi.OCATIC!ti. ntE WliTRACTOR l'IILL Pl<,Xffil IN ntE SAi-i' M>/ffR Ir A ROCK lA!ER OR ANY OntER :OCH COOITIC!ti AR£ ffi'.ZWTERll)_ Tif ca{TRACTOR :l\AIJ. F!iOTECT ALL EXISTING 1111LITIES AND FEATlffi TO REMAIN ON AND AD%ENT TO ntE F!iO.fCT ~TE Mil, COl!Sm,t;TIOI!. ca{TRACTOR 5HAl.l REPAIR, AT IBS Offi COST, /U DAM.½!: l<fil TIii, FROM HIS Of!:RIITIC!ti OR IIEGl.l@tt ntE IRRGATION CONJR,ll,TOR smL COORDINATE l'llnt 1lf GEll:RAI. ca{TRACTOR FOR INSTALLATION Of Rf(lJIRJ'D =111, "5 :it!tl ON ntE Fl.,\t6_ lllSFECTIONS ntE WliTRACTOR 5HIU PERMIT ntE LOOSCAF!: AACHITECT, ortlERS )(IT)mZED RfFre'Bl!ATIVE AND CIT! lllSFECTOR TO Vl~T AND IN5!'ECT AT ALL TIMES AN! PART Of ntE l'k?RK AW~ F!iOVIDE SAFE ACCESS FOR 9XH Vl~T5. l'IERf ntE SffCIFICATIOl!S Rf(lJIRf l'k?RK TO Pf TESTED Bl ntE WNll<ACTOR IT :l\AIJ. 001 BE CO'/ERED OVER ITT!lL ACCEPTED BY ntE LOOSCAff ARCHllJ;fT,...,q'/IS<S M!mZED ffi'Rf5ENTATIVE, AND/OR 60',mllll, MfltlES. ntE COliTRACTOR smL 8{ $XEJ.Y ~ooru FOR OOTIF!\11, ntE 1.,1/re;N'i: ARCHTECT, OMR AND C</YCMIII, MfltlES A M1~MJ,i Of 4/J ft\RS IN AD'IAA:{, l'IERf AND l'IEN ntE l'tl<K 15 RfAV1 FOR TESTING. Stl:,1,lll ANY l'k?RK 8€ CO'fEREJ) l'llntM !ESTIii, OR ACCEPT/la, IT :l\AIJ. Pf, IF SP~. ltWltRED AT Tlf COliTRACTOR, E.Xffiff. lllSFECTIIMi l'IILL BE Rf<lllRED FORM FCUOYlll, AT A HINli'ltl, I. SYSTEM LAYM 2. f'RE59.l<E TEST Of IRRoATION MAIN LlllE /FG1R ft\RS AT 125 ~ OR 120); Of STAVC MTER FRl'5aflE, YlllCH EVER IS GRJ'ATER) APl'RO'/AI. Rf(lJRED Bl CIT! lllSFECTOR , (,(J{W{fi_ TEST Of IRRIGATION SYSTEM (ifffiJ,/11. mDml BY GIT! llfff(;T(!1J. 4. FINAL lllSFECTION PRIOR TO STAAi Of HA\liTENANCE FERO!J 5. FIHN. ACCEPT/la SITE OB5fR'/ATIC!ti AW !ESTIii, rllLL 1171 COII-Ell1' l'llntM Tlf RECORD PRArllllSS l-5 PREPARED Bl 1llE IRRG/,TION WliTRACTOR RECORD DRAY<Jll551-f);T CO!ftETE AND 1,1' TO PATE FORM ~TE •~~T. ~1&1 ~1~r1~ :1i&E~~~rn~ ~LL~~ ::1:li: ~J~rt :~=\=-AAllORZED ffi'Rf5ENTATIVE. AND STORAGE AND HANOI.Ill, L'x ALL H'}IIS JIECE55/,R1' TO F!iOTECT IRRGATION S!STEM MATERIALS OO'ORE, IM'!lll,, AND ll'TER INSTALLATION AND TO F!iOTECT 1lf 116TAl.lATION l'k?RK AND MATERAI.S Of ALL On/ER TRADES. IN 1lf mNT Of DAMAG!', IMMEDIATE.! MAt.E /U REPAIRS AND ~ 1£Go!iAR1' TO ntE ACCEPTANCI: Of Tlf LANDSCAF!: ARCHITECT AW C!Wi. AW AT II) ADDITIONAi. COST TO ntE OftER EXERCISf CARE IN HANOI.Ill,, LOADlll,,._l!l.OADlll,_lfiD STORII, FIASTIC ~PE AND FITTill55 Lt<DER W'1:R ITT!lL RfAV1 TO INSTALL lR'/l;f'ORT FIASTIC PIPE OIU ON A VEHICLE ¥Int A 6fD LONG OO½H 10 ALLCl1 ntE Pirc TO LAY rlJIT TO !,VOID l!ru: E{NDJII, AW CC!WiTAATED EXTERHN. LOAD. Cl.Ellll' AW Dl:'!'OSAI. Pl:'fOSf Of i'IAS..J1.,jRASH, AW lmlS IN ACCORPANCI: Ylnt N'!'LIC/ru lAl'6 AW ORDINAltES AW AS A<fSCRPfD Bl M!mTIES HAYIII, J.lslSPICTION. ll.!<Y II) 9XH i'IASTE MAJERIAI. AW =SON 1lf ~TE. MNIII, Of TAA5H AND Drn<IS rllLL 1171 Pf PERMITTED. Tlf WNll<ACTOR :l\AIJ. Rfi,l?'/E AW Dl:'fOSf Of l<lm5H AW lmlS GOO?ATED Bl HIS l'k?RK AND lfflID AT A<fa!:NT INTERYAI.S OR l'lfll QRDEREI) TO DO SP Bl Tl£ O!'!fRS M!mZED ra'Rf5ENTATIVE. AT Tl{ TIH' Of CCttlfTION 1lf ENTIRE ~TE ~ILL 8€ CLEARED Of To:::i.5, E<llll'l-00, RU:615H AW Drn<JS YlllGll 5HAI.L BE Dl:'!'OSED Of Off-~TE IN A LEGAL Dl:'/'05/,L ARE/... 1\AA:J'IERITEMS RECORD ORAl'llll,S I. RECORD AWl<ATE.! ON CIIE SET Of WliTRACT PRArllll55 /U CIIAN6€5 IN ntE l'k?RK CC!tiTIWTIII, DEP/.Rllffi FROM 1lf ORGIHN. WNll<ACT DRAYlll55. 2. ntE CIIAN6€5 AW DIH'llSIC!ti :l\AIJ. 8€ RECORDED IN A LEGIE!.E AND rt:m,{,l,JtlKE M.AJ«R TO 1lf SATISfACTION Of 1lf O!'!fR. PRIOR TO FINAi. lllSFECTION Cf !"ORK, Sl£l,IIT RECORD DRAYIIISS TO ntE LANDSCAF!: AACHITECT OR C!Wi.S AAllORZED ffi'Rf5ENTATIVE. 3. Dli'fN51C!ti FRCW!O FERMAtfNT FOINT5 Of RfffREllcE 9XH />o lllllD11155, ~DEYl'J.KS, CIRBS, ETC. :l\AIJ. 8€ :ll;WI_ DAT!, ON RECORD ORAl'llll55 5HALL BE RECORDED ON A DAY TO DAY B~S "5 ntE F!iO..ECT IS fflll, INSTN.I.ED. /U lETTERII, ON ORAl'IIIISS :l\AIJ. Pf M1Nli'll'I I/& IOC!l IN ~ZE. 4. m LO::ATIOl!S AW DEPlllS Of Tlf FCUOl'IIII, ITEMS, A. POINT Of COllfC TION (IIUWIII, !'IA TER METERS, B/afl.Ol'I l'RfYENTERS, MASTER CONm V Al '/ESI ETC) 6. RO.ITIII, Of SFRltl:l.ER -LIIIES (Pli'fN51C!ti :it!tl AT A MNlli'll'I Of 100 FEET Al.ONG RO.IT 11,J C. GATE '/ALVES D. lmGl-1ATIC REl-'OTE CONm VALVES AND ISD.ATION 6/U VALVES E. <lllCHl\f\.111, VALVES AtlD ISD.ATION BALL VALVES F. RO.ITJII, Of CONm l'IRJ'S G. IRRGATION COliTliOlLERS H. RELATED E<lllf'Ml'NT (1-5 MAY 8€ DIRECTED) 5. MANTAIN RECORD PRArllll55 ON ~TE AT ALL TIH'S. WON CO!ftETION Of~, TRAlffER ALL A$-!lllLT llfORMATION AND PIH'llSONS TO REFRODXIEU '6'IA PRINT5. b. FIHN. AS-llllLT FIJ,/6 ~ Pf PREPARED Bl 6H' FROM ntE Dll'ffilot!S M111v1DEP Bl TI£ WliTRACTOR 1. FIHN. AS-a.Ill! FIJ,/6 sml. 8€ DRAl'TED CLEARL! TO ntE SATI~ACTION Of ntE CIT! AND 1lf ORGINAI. M!1J,R; smL 8€ Sl£l,l[TTED TO 1lf CIT! FOR ntEIR KEEAII,. 3. ntE FIHN. AS-llllLT Fl.,\t6 ¥ILL 8€ Rf(ll[RED TO 8€ APl'RO'/ED Bl ntE CIT! AND Flilil Kl'lARS rill 8€ Rf<lllRED TO 8€ APl'RO'/ED AND ~6!1l) Bl ntE CIT! PRIOR 10 CIT! RfLEA5f Of Sfa.RITIES. B. iNlll1<0LLER GI\A/<15, I. RECORD DRAYIIISS 1-f);T Pf APl'RO'/ED Bl LOOSCAF!: AACHITECT AW/OR ortlERS M!mZED RfFre'Bl!ATIVE OO'ORE GI\A/<15 ARE PREPARED. 2. F!iOVIDE ONE COl!1TWLLER CHART FOR EACH lmOMATIC CONTROLLER. GI\A/<T smL m 1lf AREA CO'fEREJ) Bl Tl£ PARTICIUR CONTROLLER. ,. ntE GI\A/<T IS TO 8€ A REr1.W) COfY Of Tif ACllJAI. 'IRECORD' PRArllll, IN ntE EVENT 1lf COl!1TWLLER Sf<llENCc IS 1171 LEGIEU l'lfN Tlf JJl<Ai'IING IS RErl.W), IT :l\AIJ. 8€ Ell.AA6ED TO A RJ'AD/ru ~ZE. 4. MN CO!ftETED AW APl'RO'/ED, 1lf CHART smL 8€ lf!<fETICALL Y StALED 6ETl'fEN Tr'tJ mecs Of MTIC, EACH PIECE 8€111, A Ml~i'll'I 20 MILS IN ntlGIOEl.i. C. Of'EMTION AND HAli!TEIWU HAHJ/.LS, I. fl!) INDIVIWAl.l Y BC1W Wf'IES OF Of'EMTIC!l AND HAli!TEIWU HAHJW. SAAl.l BE Dfll'IEffil TO i l.,AMB;Aff ARCf/111:CT OR Ol';){R~ Mll:IRIZED llrlllEBWtJkYE Al LEAST 10 CAI.ENDAA DAYS PRIOR TO FINAL INSPECT ON. lllE HAHJAI.S :tJAl.l DE¾R BE lllE HATERIAI. INSTAI.LIED AND lllE FROffR Of'EMTIOH 2. Ei'a1 WWLETE OOMD HAHJAI. SllALL lllclJ)l;l' !llE FO\.LO~lll, INFORMATION, A. lire< SHEET S!ATIIIS CONTRACTOR~ .'WR!:SS AND TillPl'O~ IIMifR, OO<ATION OF li()ARANTI:E PERIOD, LIST Of EaJIOO! lllclWIIIS IW-IES AND Am<fSofS OF lXAL W,/1,f/\C,ltl<ER REF!\:SEHTATIYES. B. Of'EMTIIIS AND HAINIDWtE INSTl<IXTIONS FOR ALL EaJIOO!. C. Sf'ARE PARTS LISTS AND Rf LATED MANfAC,JOOR INFORMATION FOR ALL EaJIOOT. D. E<llll'l-00, 1.10 A B. C. P. \JI A B. I. :l.ffi. Y 1-5 !, PART Of TlllS WliTRACT TI£ FCUOYlll, ITEMS, A. Tr'tJ (2) rmtlfS FOR DIS/65&fl.Y AW APJf.>TH'I![ Of EACH rrFE Of SFRltl:l.ER H:AD l':fD IN ntE IRRGATION SYSTEM. B. Tiffl 30-IOC!l SFRltl:l.ER KEYS FOR i'Wl!AI. CffRATION Of CONm VALVES. C. Tr'tJ KEYS FOR EACH lmOMATIC CONTROLLER. P FIVE <lllCK cctl'LER KEYS i'Jnt A ~NZE l'O:!' THREAD 'iO DEGRJ'f Sl'll'/EL ATTACHffNT AW FIVE GM.ER LID KEYS. E. FM' VAi.YE BOX W'1:R KEY OR lffllCII. F. O!E 5-fOOT TEE lffllCII FOR CffRATIII, GATE '/ALVES 3 itmS OR LARGER (IF mi). 6. ~X EXTAA SFRIMQ.ER IEA1JS Of EACH ~ZE AW rrFE PER IR!<IGATION F.0.C. 2. ntE ABOVE E<lllMNT :l\AIJ. 8€ MllED OVER TO C!Wi.S )(IT)mZED ffi'Rf5ENTATIYE Al 1lf FIHN. IN5!'ECTION. CO!ftETION AT 1lf TIH' Of Tif A<f-MAIIITEHANCE FEROO lllSFECTIOI!. ntE LAWSCAFE AACHITECT, Oft{RS lmlWZED RfA<E:fNTATIVE, AW 60'IEl<!ll11, AGENCIES ¥ILL lllSFECT ntE l'k?RK. AW IF il)T ACWTED, l'IILL PREPARE A LIST Of ITEMS TO Pf GOO.ETED Bl Tlf CONJR,ll,TOR AT Tlf TIME Of Tlf POST+\IIIIITEHANCE PERI(){) OR FIHN. lllSFECTION ntE l'k?RK YILL BE RJ'IN5!'ECTED AND FINAL ACCEP!Altf ¥ILL 8€ IN 1filTIII, Bl ntE LANDSCAF'i ARCHITECT, O!'!fRS ~ZED ffi'Rf5ENTATIVE, AND 60'1\fflll, MfltlES. ntE crw:s ~ZED RfFre'Bl!ATIVE :l\AIJ. HAVE flHN. M!ml! ON ALL FORTI® Of ntE l'k?RK. ll'TER 1lf SYSTEM H/-5 EffN CO!ftETED, Tif ca{TRACTOR smL 1161J<ll'.;T CWIERS MlmZED ~ATIVE IN ntE Of!:RIITION AND MAliTENANCE Of ntE IRRGATION SYSTEM AW :l\AIJ. Affl5H A CO!ftETE Sil Of CffRATIII, AND MAIITEHANCE INS1J<l.i'.;TIOl6. ANY :c111.ING Of 1ROC/f5 YlllCH MA! OWR MNG ntE Ol!E·YEAR FEROO FCUOl'IING ACCEP!Altf sml. Pf REPAIRED TO ntE OYtfRS SATI~ACTION BY ntE WliTRACTOR l'llntM ANY ADDITIONAi. EX1'Elff TO 1lf C!Wi.. REPAll<S :l\AIJ. lllcl.ll)E ntE CC!fl.ETE RESTORATION Of ALL PAMAG!' TO PI.ANT1NG, PAVIII, OR OTlfR lli'RO'IEH'NTS Of ANY ~ND AS A \<fil T Of ntE l'k?RK. GIIARMTEE ntE ENTIRE SFRJM(LER SYSTEM, IIUWJII, /U l'k?RK DONE !.!<DER ntlS WNll<ACT, smL 8€ ctUWITIOl!AI.LY 6UARANTEED A6All6T /U DEFECT5 AND FIIA.T Of MAJERIAL AW ~IF IIUWIII, SfTTLII, Of BACK FIELD ARf}6 00.0l'I GRADE, FOR A FER(){) Of CIIE (IJ YEAR FCUOYING ntE FILIII, Of ntE 11711Cc Of CO!ftETIOI!. :!l?.ll) ANY C i'Jnt ntE IRRGATION SYSTEM Pf Pl:(QIOO) l'IITlllN ntE €'.IARl<NTEE FEROO, 11 :l\AIJ. 8€ CORRECTED Bl Tif ca{TRACTOR AT II) ADDITIONAL EX1'Elff TO O!'!fR l'lntlN TEN 10 CAI.OOAR PAYS Of RECEIPT Of 1filmN IIQTICE FROM OftER l'IEN ntE NAT\l<E Cf 1lf REPAIRS "5 DETERMINED Bl Tif O!'!fR COl!STITIITE AN EH:R6EltY (1£. El<OKE}{ A<f Llif) 1lf Cl't{R MAY PROCEED TO MAt.E REPNRS AT ntE WNll<ACTORS EXl'Elff. ANY 00 ALL DAMAGB TO EXISTIII, llf'RO-IEH'NT RESll.TIII, ElntER FROM FIIA.T! i'IATEl'JAI.S OR it:m-lAA'i\lP, OR FROM Tl£ IIECBSAR1' REPNl<S TO CORRJ'CT SAME, SHALL ff REPAIRED TO T1f SATISfACTION Of ntE OllfR Bl ntE WliTRACTOR ALL Af 00 ADDITIONAi. COST TO Tl{ Cl'l{R_ 6\1!,R/,NTEE :l\AIJ. Pf :WHITTED ON CONJR,ll,TC1<5 Cl'tl LE1TB<HEAD "5 FffiCI'&. €'.l!,R/,NJEE FOR SFRltl:l.ER IRR6ATION SYSTEM rt: IEREB( 6\1!,R/,NTEE ntAT ntE SFRltt;:LER ll<RIGATION S!STEM rt: HAVE AfflSl6) AW INSTl,Llfl) IS fRfE PROM DEFECTS IN MAJERIAI.S AND ~IP, AW 1lf l'k?RK H/-5 m CO!ftETED IN ACCORPANCI: i'Jnt 1lf ORAl'IIIISS AND SffCIFICATIIMi, ORDINAR'I' YfAR AND TEAR AW MAL ABg OR 1£61.ECT EXW'TED. rt: i½Rff TO REPNR OR R!fl/>lE ANY DEFECTIVE MAJERIAL Mil, ntE FERO!J Of Ol!E YEAR FROM Di.TE Of FILIII, Of 1lf llJ11CE Of CO!ftETION JW Al.SO TO REP/,IR OR RfPLACE ANY DAMAG!' l<filTIIIS FROM ntE REPAIRING OR RJ'PLACIII, Of 9XH DEFECTS AT 00 ADDITIONAL COST TO ntE C!Wi. rt: :l\AIJ. 1-W(f 9XH REPAll<S OR RrnJal,fNTS Yin/IN 10 CALENDAR DAYS FCUOl'IIII, 1filmN 1171IFICATION Bl ntE C!Wi. IN ntE EVENT Of Cl!( FAll.\!<E TO MAt.E :OCH REPAIRS OR REFLAC&fl/TS Yin/IN ntE TIME 5fECIFIED i\'TER RECEIPT Of l'l<lmN ll)TICE FROM OMR, l'f i'<1111JR\ZE Tl{ Cl't{R TO Pl<,Xffil TO HAVE Sf,JD REP/,11<5 OR Rfl'IJWl:NTS MADE AT Cl!( EX1'Elff AW rt: l'IILL PAY 1lf COST5 AND CHARGES ntERffORE WON DEMAND. F!iO..ECT NAH', F!iO.fCT LOCATION WNll<ACTOR NAME, ADDRESS, ~. ~G!ll), DATE, PART II -MATERIALS 201 ~ 11:f OIU 1£1'1 MATEl<IAI.S Of ntE fWl!'ACTiffls ~ZE AND rrFE :it!tl ON ntE DRAYIIISS AND 5fECIFICATIOl6. MAlERIALS OR E<lllMNT INSTl,Llfl) OR AfflSl6) lllAT DO 1171 H'ET LOOSCA'E ARCHTECTS, C!Wi.S, OR GOYERNIII, /,Gfil;IES STAND.'RPS i'JLL 8€ Rf..ECTED AND :l\AIJ. 8€ REM?Vl'I) FROM ntE SITE AT IIQ EX1'Elff TO ntE O!'!fR. 2.02 ~PE A f'RE59J<E :l.ffi.Y LIii' FROM POINT Of Cllt{CTION JlM!;H 6/aFLOl'I FRl"IENT10N ~IT sml. 8€ rrFE K 'HARD' ClffiR ~PE OR BRASS ffil'flES (\Blint />o Rf(lJIRED). B. f'RE59J<E :l.ffi. Y LINES 2 ltmS IN DIMTER AND 1,1' TO 25 [ltl{S IN DIAMETER oomi!FEAM Of B/afl.Ol'I FRl"IENT10N l!IT 5HAI.L BE CLASS 315 set VENT Y{lJ) f"/C. Fl~II, 5HAI.L CCII'®! TO "511-1 D2241. C. A<f-:l.ffi.! LIIIES, ltmS IN DIAH'TERAW 1,1' TO & llt!ES IN DIAMETER oomiTRl'AM Of 6/aFLOl'I FRl"IENT10N !!,IT~ 8€ CLASS 200 GA5<:ET JJINT PVC. AANG :l\AIJ. CC!l'ORM TO 1-511-1 D2241. D. f'RE59J<E :l.ffi. Y LINES 15 ltmS IN DIAH'TER AW SMALLER Of ntE 6/aFLOl'I FRl"IENT10N l!IT 5HAI.L 8€ SGlm.lE 40 set VENT Y{lJ) f"/C CClf®illl, TO AS11'1 DIT/h. E. ~ LINES .15 lltlES IN DIAMETER 00 LARGER 1Xl11STFEAM Of ntE REl-'OTE CONm VALVE SHALL Pf SCH. 40 f"/C. F. ALL 5fECIAI.IZED AAII, :l\AIJ. 8€ AS INDICATED ON ntE PR,1/111, LEGEND OR DET,'JLS. 203 METAL APE AND FITTIIISS A. 0055 APE :l\AIJ. 8€ 1h fERWIT RED BRASS, ANS, IPS STAND.'RP 125 Pa!IDS, SCIIEDil 40 SCRE)'I'!) ~PE. 6. 0055 FITTlll55 :l\AIJ. 8€ H'Dli,1,1 BRASS, SCffi'flJ 125-f'CWD CLASS. C. ClffiR APE :l\AIJ. Pf \!ARD' rrFE K ORAS IIQTED ON ntE PR,1/111, LEGEND OR DETAILS. D. ClffiR FITTIIISS smL 8€ saroEl1 rrFE. 2.04 FIASTIC APE AND FITTIIISS A. APE :l\AIJ. ff MARKED COl!TIIWl.'I.Y Ylnt Ml'/lfACT\RfRS M, OOMIHN. PIPE ~ZE, SGlm.lE OR CLASS, PVC rrFE AW 6R/,Df, NATIONAi. SANITATION FCWPATION lm/JIAL, cett{R(;IAI. STAWAR!J5 DE51611ATICI\ AW PATE Of EXffiON. B. ALL FIASTIC Af'E :l\AIJ. Pf EX1ffl)fJ) Of AN 11-!'RO'IEP f"IC VIRGIN APE cctf'CWP IN ACCORPANCI: l'llnt "511-1 D2241 OR AS11'1 Dl1&4. C. ALL P'/C FITT11155 :l\AIJ. Pf STAND.'RP Yfl6ttl SGlm.lE 40 AND smL Pf 111.fCTION = Of I'll IMfliO'IEP Vll<GIN f"/C FITTIII, cctf'CWD. ;'..IP f"/C FITTlll,S :l\AIJ. Pf Tif 'DEEP SPCKEf EAACKETED rrFE. THREADED FIASTIC FITTIIISS :l\AIJ. 8€ lil.£CTION =· ALL TEES AW ELLS~ 8€ ~DE GATED. ALL FITTIIISS :l\AIJ. CCII'®! TO 1-511-1 P2%o. D. ALL TiftADEP IBl'flES :l\AIJ. 8€ STAW.'RP l'flG!ir SGlm.lE 80 rllnt = THREADS AND~ CCII'®! 10 />o11'1 DIT/h. PART II -MATERIALS E. ALL set VENT GOO!lll, Of FIASTIC ~PE AND FITTIIISS :l\AIJ. 8€ !, Tr'tl-STEP F!iOGo!i, c';lll, PRIMER AND set VENT COOT i'ffl.lED PER ntE MAlU'ACT\RfRS Rfcc+HIDATIOl6. COOT sml. 8€ Of A FLUID Cot65TEltY, 1171 GEL -LIKE CR RGl'I'. set VENT GOO!lll, sml. 8€ IN CC!l'OR),!Afl:;E Ylnt 1-511-1 P2;o4 AND />o11'1 P2/h5. F. rtfll Cl'tffCTION IS FLASTIC TO METAL, FEMALE ADAPTEl<S :l\AIJ. 8{ /Wi1) TI611TENED, 1'1.1.6 Ol!E ll.!lN l'lllll A snw lffllCII. JJINT cctf'CWD smL ff ll?N-LE,\J) BA:f TEFLON PASTE, T AF!:, OR E<llAI.. 2(1.; BACKfl.Ofi l'RE'IENTlON l!IT5 A Tl{ BACKfl.Ol'I FRl"IENT10N ~IT :l\AIJ. 8€ Of Tlf Ml'llfACTiffR ~ZF, AND rrFE INDICATED ON Hf ORAl'llll55. 6. ntE B/afl.Ol'I PREVENTION 11,JT smL Pf INSTAI.LEP IN ACCORDAltE ¥Int Tif RE<lllRfffNTS St! FORnt Bl LOCAi. WJES. C. ntE BACKfl.Ofi PREVENTION ASStlii Y :lWl. GONSST Of BRASS ~Plll5, ~I® AW FITTIIISS. 20b VALVES A GATE VALVES I. GATE VALVES :l\AIJ. 8€ Of ntE MAN,f;i;Tlffls SIZE, AND rrFE INDICATED ON ntE ORAl'IIIISS. 2. GATE VALVES :l\AIJ. 8€ COl!Sffl,l;TED Of A~ OODY, l½IIET AND DISC, AND A MALlOO.E IRON IWfflffi.. GATE VALVES~ HAVE THREADED Cllt{CTIC!ti. 3. ALL 6!,TE VALVES 5HAI.L HAVE A MIIBilll l'k?RKJII, ~ Of 1171 LESS ntAN ISP~ AND :l\AIJ. CCII'®! TO Al'l'A STAW.'RPS. B. B/U VALVES I. BALL VALVES :l\AIJ. 8€ Of ntE Ml'llfACMER ~ZE, AND rrFE INDICATED ON ntE PRAr111155. 2. BALL VALVES :l\AIJ. Pf COl!STI<l)'.;TED Of A~ _8!£(.,SJAlllliS Slill B/U AND STEM, MALLEAEl.E IRON HAliDLE. BALL VALVES :l\AIJ. HAVE THREADED COl!IIECTIOl6. 3. ALL BALL VALVES :l\AIJ. HAVE A Hl~illl l'k?RKIII, = Of 001 LESS ntAN 1:0 ~ AND smL CCII'®! TO MIA STAWAR!J5. C. (lJJCK GM.ER V Al '/ES I. <lllCK GM.ER VALVES :l\AIJ. Pf OF ntE Ml'llfACTlffls ~ZE AND rrFE 11\DICATED ON ntE DRAYIIISS. 2. <lllCK cctl'LER VALVES smL 8€ BRASS l'llnt A l'WJ. ntlGiJBs GIIARANTEED TO Yin/STAND IIOR-IAI. l'k?RKING ~ Of l:'O PSI l'llntM l.EAKJ,,SE VALVES :l\AIJ. HAVE FEMALE THREADS OfENIII, AT BASf, i'Jnt T1'tJ-PIECE OODY. VALVES TO Pf Of!:RIITED Oil! Ylnt A cctl'LER KEY, DESIG!fiJ FOR ntAT f\!ij'OSf_ cctl'LER KEY 15 INSfRTED INTO VAL'IE AND A POSITIVE, MTERTI611T CO!ffl,TION :l\AIJ. BE MADE 6ETl'fEN MGM.ER KEY 00 VALVE. ~IISI: W'1:R ~ 8€ Tlf Loa:JII, rrFE COl!STI<l)'.;TED Of EAA55 l'llnt A 111!3ffR-LIKE Vll«L COVER ,. Yll«L <llU cctl'LER WIER FOR RfClAIH'D MTER <lllCK GM.ER VALVES TO 8€ f'cWLE IN CQOR l'llnt ntE f'l'.:1WS ~1111-RfCYClfl) (RfC,\J,JH'D) Vv\TER-001171 Cl<ii+; PERM.'ltNTL Y MARKED ON LID FOR RfC!Clfl) SYSTEM D. lmGl-1ATIC CONm VALVES I. lmOMATIC CONm VALVES :l\AIJ. Pf Of ntE MAlU'ACTlffls ~ZE, AW T!fE INDICATED ON ntE DRAYlll55. 2. lmOMATIC CONm VAL'/ESsml. 8€ ELECmCALLY Of!:RIITED. E. ANTI-DRAIN VALVES 12. ~:~~~~~ ~~~1re~~~~~~~:~~1~-N~. 3. ANTI-DRAIN VALVES ¥ILL HAVE THREADED CO!l-l'CTIOl6 ntE ~ZE Of ntE R\Sl:R OR APE ntEY AR£ TO 8€ INSTAI.LEP ONTO, OR ntE IIEXT AVAllAIU ~ZE IIQ ;'..IP CO!ff:CTION ANTI-DRAIN '/Al '/ES AR£ AI.LOl'f[)_ 201 VALVE 00115 A. VALVE 00115 smL Pf FABRCATED FROM A r.:tR/ru, l'EATlfR-~STANT FIASTIC MATERAL ~STANT TO :IH.16ttl AND CIIEMICAI. ACTION Of :'OILS. B. Tlf VAi.VE OOX WAAsml. 8€ GREEN INCQOR AW Sf~ Ylnt BOl.15. C. ntE WIER AW BOX :l\AIJ. 8€ CA°All..E Of %1/.JNIII, A LOAD Of l,:CO Pa!IDS. D. VALVE BOX EXTEllSC!ti 5H/U 8€ Bl 1lf SAH' MA!tfACT\RfR AS ntE VAi.VE BOX. E. lmOMATIC CONm AND MASTER VAi.VE B0115 5HALL ff lb'Xll'Xl2' RJ'CTANSU.AR ~ZE. VAi.VE BOX CO'/ER5 :l\AIJ. 8€ 'lfAT EIWIJEI)' IN 2' HIGH LETTERS Ylnt ElntER W.N' Ylnt Tlf YAl.'IE IDENTIFICATION IU1lERS CR 'J,l;V'. F. 5fECIAI.IT! 'JM:O' 00115 MAY 8€ INDICATED ON DRAYIIISS AND :l\AIJ. 8€ 2S'Xl5'Xl2' RfCTAIIIIUR SIZE. 6. BALL VAi.VE, GATE VAi.VE, AND <lllCK cctl'LER VAi.VE B0115 :l\AIJ. 8€ CIRCU..AR 10' ~ZE VAi.VE OOX CO'/ER5 :l\AIJ. Pf 'r!'AT BfWOO>' IN 2' HIGH LETTERS ¥Int ElntER ~/', 'GV', OR 'OCY'. 203 IRRGATION CON1RGl.LER A. COl!1TWLLER :l\AIJ. 8€ Of ntE Ml'llfACTlffR ~ZE AW T!fE INDICATED ON ntE PRArllll55. B. ntE COl!1TWLLER EIU~ 5H/U 8{ Of 1lf fWl!'ACTlffls ~ZE AND rrFE INDICATED ON ntE DRAl'llll55. ntE EIU~ 5H/U Al.SO EIUOSf Tit CON1RGl.LER ELEcmcAL METER C. Tlf COl!1TWLLER 5H/U 8€ Of ntE Ml'/lfACl\!<ER, ~ZE AND rrFE RfCIJIRED Bl ntE GIT1' OF CAA1.:eN!. 201 ELECmCAI. A. /,LL EI.ECmCAI. E<lllMNT :l\AIJ. 8€ IIEMA rrFE ,, MTEI<fl<OCfED FOR EXJERIOR l16TALLATIONS. B. ALL EI.ECmCAI. l'k?RK :l\AIJ. CC!f®I TO LOCAL WlE5 AW ORDINAll'.IS. 2.10 LOI'\ VCUAGE C0Nm l'IIR\11, A Rfl,'OTE C0Nm l'IRf :l\AIJ. ff PIRfCT-aRIAI. Al'l,{f T!PE, ~ZE "5 INDICATED ON ntE PR,1/11155, AW IN IIQ CA:i SMALLER ntAN 14 Gl<ISE. B. Cllff'CTIC!ti 5H/U Pf ~TltR EPOXY~ PACKET rrFE OR FOO-TITE Cllt{CTOR5. C. ~llBTA ~J&lW ~jASi ~~ ~fEm~.,ri~ ~~~ mxTuv ~ ~ ~l'xD, ntE = YIRJ'S P. GRaliV l'IRJ'S smL 8€ GREEN IN COLOR AW IN II) CASf SMALLER ntAN 6 Gl<ISE. E. l'RO'/IDE A 24' LONG EX!'ANSON LOOP FOR ALL DIRECTIONAL CIIAN6€5 IN CONm YIRf RO.ITING. 2.11 IRRGATION lfADS /... SFRltruR IEA1JS :l\AIJ. 8€ Of ntE Ml'/lfACT\RfR SIZE, rrFE, Ylnt RADie'; Of l)f<llj Of'ERATIII, f'RE59.i<E, AW DISCHARGE RATE INDICATED ON T1f PR,1/11155. B. PC!'-t!' lfADS AW RISl:R lfADS smL 8€ mi AS INDICATED ON ntE DRAYlll,S. PART Ill -EXECUTION 3.01 ~TE COOITIOl6 A lllSFECTIOI& I. PRIOR TO ALL l'k?RK Of n/15 SfCTION, CARffU.LY IN5!'ECT ntE INSTl,Llfl) l'k?RK Of /U OTIIER Tml'5 AW '/ERP! ntAT ALL 9XH l'k?RK 15 CO!ftETE TO TI£ POINT l'HRE TlllS INSTALLATION MA! PRC!'ERIJ ccw-ea. 2. '/ERP! lllAT IRRGATION S!STEM MAY 8€ INSTN.I.ED IN smc1 ACCORD/la ¥Int /U PERTIIIENT WlE5 AW REWTIONS, Tl{ ORIGIHN. DESIGI\ 1lf RffERENCE!) 5TAWAR!J5, AND ntE MA!ifACT\RfRS Rfcc+HIDATI/Mi. 6. I. 2. C. I. 2. D. I. 2. 3. E. F. I. 2. 6. H. I. 2. 302 /... B. C. D. E. F. 3.03 A. B. C. D. E. ,.04 A B. C. D. DISCl<El'NtlES IN ntE E'/EliT Of PISCl<El'NtY, IH-l'Dl.\TE.Y llJ11F! ntE LANDSCAFE ARCHITECT OR O!'!fR~ M!mZED RfFre'Bl!ATI'/E 00 001 Pl<,Xffil ¥Int INSTALLATION IN AREAS Of DJSC!<EFAA;Y ITT!lL ALL DISCl<El'AA;IES HAVE EffN RESCl '/ED. GAADES OO'ORE ST/.RTIII, !"ORK, CARffll.L Y Crl'CK ALL GAADES TO DETERMIIIE ntAT l'k?RK MAY SlfilY Pl<,Xffil, KEEAII, Yin/IN ntE :'f!'CIFIED MATERAI. DEPlllS ¥Int REf'ECT TO FINISH GfADE. FIHN. 6RADE5 ~ Pf ACCcPTED Bl 1lf ENGIIIEER OO'ORE l'k?RK ON TlllS :iCTION ¥ILL 8€ /UOl'f[) TO 8€GIR FIELD~ MAt.E ALL IIECBSAR1' ME/8.IDl'NTS IN Tl£ FIELD TO OOJ<E A<fCISt FIT Of ITEMS IN ACCORPAltE Ylnt Tlf ORIGINAi. ~GN COliTRACTOR smL COORDINATE ntE INSTALLATION Of ALL IRRGATION MATEl<IAI.S ¥Int ALL On/ER l'k?RK. ALL SCALED DIH'llSC!ti ARE /.f'F!iOXIMATE ntE COliTRACTOR 5H/U CH'CK AW '/ERF/ ALL ~ZE DIH'llSoti; PRIOR TO Pl<,Xffillll, ¥Int l'k?RK l!ffR ntlS StCTIOI!. EXERCISt EXTREME CARE IN EXGAVATIII, AW l'k?RKJII, IIEAR EXISTIII, 1111LITIES. WliTRACTOR smL BE ~ooru FOR DAMt\SB TO llTILITIES ytj[CIJ AR£ Clffi'l) 6! HIS Of!:RIITIC!ti IIEGI.ECf. PIJ½RAM,IATIC IHlENT, 1lf PRArllll55 AR£ ESSENTlALLY DIAGRAltlATIC. 1lf ~ZE AND LOCATION Of E<lllMNT AND FIXTlffi /,Rf vAA'H TO SCALE l'HRE ~EU. F!iOVIDE OffStT5 IN ~All, C!Wl5ES IN E<lllMNT LOCATIONS AS IIECBSAR1' 10 CONF®I ¥Int STI<l)'.;Tlffi AW TO AVOID CllSffl,l;TIC!ti OR c.ctfl.lCT5 ¥Int OntER l'k?RK AT II) ADDITIONAi. EX1'Elff TO~ LAYM, PRIOR TO 116TAl.lATICI\ ntE ca{TRACTOR smL STl<KE M /U A<f-:l.ffi.Y LINES, R(.1JJJII, AND LOCATION Cf SFRIMQER lfADS, VALVES, 6ACKFLcl1 f1<E'/ENTER AND /IJTOMATIC CONTROLLER. LAYM IRR6ATION SYSTEM AND MAt.E MIIIQR ADJf.>ffl15 Rf(lJIRED ru' TO DIFFEREIU5 6ETl'fEN ~TE AND DRAYIIISS. l'ifRE PJAII, IS :it!tl ON i;AAl'IIIISS l!ffR PA'/EP ARJ'AS, E!/T RIMING PARAl.lll. AW APJ.laNT TO fl)l{lED ARE/>o 116fALL 1lf AAII, IN ntE fl)l{lED l,RfAS_ Vv\TER :l.ffi.Y Cl'tffCTIOl6 TO, OR ntE INSTAl.lATION Of, ntE Vv\TER :l.ffi.! sml. BE AT Tl£ LOCATIC!ti !'OOi'tl ON Tlf ORAl'IIIISS. MIIIQR CHAN6€S CAfEJ Bl ACllJAI. ~TE COOITIOl6 :l\AIJ. BE MADE AT 00 ADDITIONAi. EX1'Elff TO C!Wi. . ELECmCAL :cRVICE, . COMIECTIC!ti TO 1lf EI.ECJRICAI. :l.ffi.Y 5HALL Pf AT ntE LOCATIOl6 :it!tl ON Tit ORAl'llll,S. MINOR Gll'/l,ES CAfEJ BY ~TE CONDITIONS :l\AIJ. 8€ MADE AT 00 ADDITIONAL EX1'Elff TO = WliTRACTOR ~ MAt.E 120 VOLT c&{CTION TO T1f IRRG!,TION CCl!l1<C\lERS. EI.ECmcAL FOYfR = TO COl!1TWLLER LOCATIOl6 :l\AIJ. Pf l'RO'/IDEP Bl OTl{RS. TRJ'NCHIII, EXCAVATIONS 5HALL Pf STJIAl6ttl l'llnt VERTICAL~~ EVEN GRADE, AW :lffORT ~PE COl!TIIWl.'I.Y ON BOTTC!-1 Of TRJ'NCH. TRJ'NCHIII, EXCAVATION~ FCUOl'I LAYM INDICATED ON DRAl'llll,S TO ntE DtPntS BELOl'I Flffi:,u, GRADE AND 1-5 IIQTED. l'HRE LIIIES OWR !.!<DER PA'/EP AREA 11a Dli'fN51ot6 :l\AIJ. 8€ CON5DEREI) BELOl'I ~ l'RO'/IDE Ml~i'll'I W'1:R Of I& ltmS ON PRE:f.l!<E :l.ffi.Y LINES 2 1/2 lltlES AND :rlALLER F!iOVIDE HINli'll'I W'1:R Of 24 ltmS ON m-:l.ffi. Y LIIIES 3 INCHES, AW 'lb ltmS Of W'1:R ON ~ :l.ffi. Y LIIIES 4 INCH A/ID LARGER F!iOVIDE MINli'll'I W'1:R Of I& lltlES FOR CONm l'IRJ'S. l'RO'/IDE Mlffii'll'I W'1:R Of 12 ltmS FOR~ LJNES. APES INSTN.I.ED IN A CCI-IM:)N TRfNCH ~ HAVE A 4 IOC!l Hl~i'll'I :!'ACE Pfll'ffN APES. 00/IDE SAND BACKFILL A Ml~i'll'I Of 4 INCHES OVER AND M'ER ALL MAit.iii' ~All, BACKFILi.iii, BACKFILL MATEl<IAI. ON ALL LINES smL 8€ ntE Sm: AS AD%ENT :'OIL FREE Of Drn<IS, LITTER AW ROCKS OVER 1/2 IOC!l IN DIAMETER BACKFILL smL Pf TAl,ffl) IN 4-IOC!l LA!ERS !.!<DER ntE ~PE AND ~IFORIU ON BOnt SIDES FOR 1lf fU.L l'IDnt Of Tif TRfNCH AW 1lf fU.L lBllnt Of ntE APE. BACKFILL MAlERIAI.S sml. 8€ !ll'FICIENTLY DM TO PERMlf 11®.l,H CCM'ACllCI\ fRfE Of VOIDS. B/aflLL :l\AIJ. Pf cctf'ACTED TO DRY JifNSIT! E<llAI. TO APJ/allf 00151\!ffl/ :'OIL AND :l\AIJ. CC!f®I TO AD%ENT GRADES. FLCOPJII, IN LIB! Of TN-1111, 151171 /UOl'f[)_ M'ER 00 CIRCl,!,ISfA/US smL mi:K l'lffl.5 Pf W 10 cctf'ACT BACKFILL F!iOVIDE SAW BACKFILL A Ml~i'll'I Of b llt!ES OVER AW !.!<DER ALL Fl~II, Lt<DER PA'/EP AREAS. APIII, Fl~II, !.!<DER EXISTIII, PA'IEMENT MAY 8€ INSTN.I.ED Bl J'alll,, BORII,, OR H!Dl<l!llC Cl<IYING. 00 ll!Dl<l!llC Cl<JVIII, 15 PERMITTED M'ER lff'IW.T PA'IOOT. 0/!1111, OR EIRJ',Aj;JII, Of EXISTIII, FA'/EMENT IS 117T PERMITTED. CAREFU.LY lllSFECT ALL PIPE AW FITTill55 OO'ORE INSTALLATION, R£J,'OYIII, DIRT, SCALE, a!i1<S RJ'AMIII,. INSTALL APE l'llnt ALL HARKJIISS l,I' FOR Vl:l/Al lllSFECTION AW '/ERFICATIOI!. i<&'O'IE /U DENTED AW DAi-11\,B) APE :iCTIC!ti. E. F. 6, H. I. l K L. 305 A B. C. D. ,.o& /,. 6. C. D. E. 3.01 A B. C. D. E. SO& A. B. 3.01 A. B. C. D. E. 3.10 A 6. C. D. E. 3.11 A B. C. D. ,J2 A B. 3.1, A. 6. G. D. SJ4 A. B. C. D. E. 3.15 ALL LINES :l\AIJ. HAVE A MINli'll'I CLEARAA:.E Of , ltmS FROM EACH OTlfR AW 12 111::f!:S FROM LIIIES Of OT}{R TRADES. PARAl.ill LIIIES 5H/U ll)T 8€ INSTl,Llfl) PIRJ'CTL Y OVER EACH OntER IN set VENT Y{LJ)[II,, L'x Oil! Tif SffCIFIED PRIH!R AND set VENT CcffN1 AW 1-W(f ALL JJINTS IN STRICT ACCORDANCI: Ylnt Tl{ Ml'/lfACT\RfRS ~ METllJPS IIUWIII, i'll~II, /U EXGo!i set VENT FROM EACH Y{LJ)_ Al.LOI'\ set VENT l'fll)S AT lfAST 15 Mlll.lTES 5fTU' TIME OO'ORE J,1:)'1111, CR HAN!illll, AND 24 ft\RS Gmll, TIH' OO'ORE FILI.Ill,. PIG ~PE smL ff INSTN.I.ED IN A MA!ff'RYlllCH ¥ILL F!iOVIDE FOR EX!'ANSON WNll<ACTION 1-5 RfW!ffiiVED Bl ntE ~PE Ml'/lfACMER CcNTERLoAD /U PLASTIC APE PRIOR TO f'RE59J<E !ESTIii,. /U THREADED FIASTIC-TQ-flASTIC GCIH'CTIOl6 :l\AIJ. ll" AS5f!.flLEP c';III, TEfl.OI! TAF!: OR TEFLON Pl-5TE. FOR FLASTIC-To-H'T/IJ. Cllt{CTIOl!S, l'k?RK Tlf METAL CO!l-l'CTI/Mi FIRST. L'x A ltll-HARWIJII, PIPE DOfE AN ALL Tlf<E,\J;fD FIASTIC-To-METAI. CCllfCTIOl6, EXaPT l'ifRE IIQTED 01\fl<l'IISt. ALL FIASTIC-To+fTAL C(;!IIECTIONS smL 8€ MADE Yin/ PLASTIC FEMALE ADAPTEl<S. ALL ~TIC!ti Pfll'fEN f"IC LATERAL LINES~ Pf MADE 18111, SCH. 40 f"/C FITTill55 Ylnt u;+f'RfSfjON ADAPTEl<S. ALL c&EGTIOl6 6ETl'fEN Cl<IPPERI.INES TO 8€ MADE w.,11, @f'RJ'Sfj0N FITTIIISS Of Ml'/lfACT\RfR Of M Cl<IPPERl.111'. L'x 00 ~PE DOfE, TEFLON TAff, PRIMER OR set VENT CcffN1 ON CGlfffSSION FITTIIISS. CONmLER 1lf EXACT LOC!,TION Cf ntE COl!1TWLLER :l\AIJ. Pf APl'RO'/ED BY Tlf LOOSCAF!: ARCHITECT ORO!'!fRS ~ZED ffi'Rf5ENTATIVE OO'ORE INSTAl.lATIOI!. Tlf EI.ECmCAL 5fR'/lCE 5HALL Pf COORDINATED l'llnt ntlS LOCATION. ntE IRRGATION ca{TRACTOR :l\AIJ. 8{ ~ooru FOR ntE FIHN. ELECmCAL ll:X)K 1,1' TO IRRGATION CONTROLLER. ntE IRRGATION SYSTEM smL 8€ PR06R.'WEl) TO Of!:RIITE IM'!lll, ntE FERO!JS OF Ml~MAI. L'x Of ntE DESIGN ARE!,_ INSTALL COl!1TWLLER EIUOSJ<E 1-5 RECCl+elDtP Bl Tif fWl!'ACMER CONml'IIR\11, LOI'\ VOLTAGE CONm liR\11, smL OWi'( ntE SAH' TRfNCH AND 5H/U 8€ INSTl,Llfl) ALOl!6 ntE SAH' R£l/fE 1-5 ntE PRE:f.l!<E :l.ffi.! LINES l'IEIIEYER ~Ill. l'IERf MORE ntAN Ol!E YIRf IS PLACED IN A TREltH, Tl{ l'IR\NG smL Pf TAFEP TOSfntER IN A a!iDl.E AT INTERYAI.S Of 10 FEET. a!iDl.E :l\AIJ. 8€ Sf()ffl) TO Tlf MAit.iii' l'llnt TAF!: AT INTERYAI.S Of 20 FEET. ALL CGNECTIC!ti smL Pf Of AN APl'RO'/ED rrFE AW :l\AIJ. OCClR IN A VAi. VE OOX. l'RO'/IDE AN It IOC!l :cRVICE LOOP AT M c&EGTIOI!. AN EXl'!,llSION LOOP Of 12 llt!l'S smL Pf F!iOVIDEP ATM YIRf CO!l-l'CTION AND/OR DIRECTIONAL CHANGE, AND ONE Of 24 ltmS smL Pf l'RO'/IDEP AT EACH REl-'OTE CONm VAi.VE. A COl!TII00/5 ru, Of ¥!Rf :l\AIJ. 8€ l':fD llfll'ffN A COl!Tl<OLLER AW M REl-'OTE CONm VALVE. M'ER 00 CIRCl,!,ISTAA;ES smL SFl.lCES 8€ l':fD YlntM PRIOR APl'RO'/AI.. VALVES /IJ!Gl-1ATIC CONm '/Al '/ES, B/U VALVES, GATE VALVES, AND <lllCK GM.ER VAL '/ES :l\AIJ. Pf INSTN.I.ED IN ntE /.f'F!iOXIMATE LOCATIC!ti INDICATED ON 1lf ORAl'llll,S. VAi.VE smL 8€ INSTl,Llfl) IN 'ffl.!l AR£16 l'lfNEvl:R Fif.l.llli. INSTALL ALL VALVES AS INDICATED IN ntE DET.'JL PIWIIISS. VAI.Vf5 TO BE INSTN.I.ED IN VAL VE BOXES :l\AIJ. 8€ INSTN.I.ED OI£ VAi.VE PER BOX. REl-'OTE CONm VALVES AW <lllCK GM.ER VALVES smL 8€ ISC\ATED FROM 1lf MAit.iii' BY A B/U '/Al.VE ~ZED PER T1f lARGEST RC.V. IN ntE HANIFOLD OR I l/2 IOC!l FOR Q.C.V.S. VALVE B0115 VALVE BOXES smL 8€ INSTl,Llfl) IN 'ffl.!l AREAS l'lfll"IER P~E!.E. M VAi.VE OOX :l\AIJ. Pf 116TN.I.ED ON A FCWPATION Of S/4 IOC!l GRAVEL 6ACKF(l;(.1;L_Cl.6IC FEET MINli'l!'I. VALVE B0115 ~ Pf INSTAI.LEP l'llnt TiflR TOfS 1/2 IOC!l NYM. Tif :U<fACE Of -Ill, Fl~5H GRADE IN~ AREAS AND 3 ltmS NYM. Flffi5H = IN GRaliV W'1:R AR£16. 6/lffiOl'I l'RE'IENTERS INSTALL B/aFLOl'I f1<EVENTER l!IT AS INDICATED IN ntE DETAIL DRAYIIISS. INST/U 6/aFLOl'I 1-5:0RIES AT LOCATIONS APl'RO'/ED IN ntE FIELD AND AT IIEl611T Rf<lllRED Bl LOCAL WJES. INSTALL lt(E STR/...IIEJIS AW~ Rf6ci.ATC1<5 ON ntE B/aFLOl'I AWIJLY. IF 6/afl.Ol'I f1<EVENTER 15 INSTN.I.ED APJ/allf TO A lllllDIII,, l'WJ., OR om CllSffl,l;TION, INSTALL l!IT SP lllAT TIIE TEST COCKS /,Rf FACIII, aJn'IARP i't'>,Y FROM 1lf CllS mi; TI ON. INSTALL B/afl.Ol'I EIU~ />o RfCOl1-fllPEP Bl Tlf MAlU'ACT\RfR. SFRIMQ.ER HEADS SFRltl:l.ER IEA1JS :l\AIJ. 8€ INSTN.I.ED 1-5 INDICATED ON ntE PRArllll55. :'!'ACIII, Of IEA1JS :l\AIJ.1171 EXCcED MAXli'll'I INDICATED ON ntE DRAl'IIIISS. R\Sl:R NIPflES smL Pf Of ntE SM ~ZE />o ntE R\Sl:R OfENIII, IN ntE SFRltl:l.ER OODY. PCf-t!' SFRlllQER lfADS :l\AIJ. OOT 8€ 116!/,Llfl) W.,11, ~DE CIJ!lET OfENIIISS. R\:i'R ffiPflES ON RfCYClfl) Vv\TER SYSTEMS 5H/U 8€ IDENTFIED i'Jnt AIJ\6'/E Yll«L ~ BELOl'I SFRllf<£R 1€1,D AND A HINlilll Of 10 lltlES ABOVE FIIB:ll GRADE, MISCcLLAIIEM E<lllMNT INSTALL /U AWIJLIES :'f!'CIFIED HEREIN ACCORPIII, TO Tlf Rf:'f!'CTIVE DETNL DRAl'llll,S OR SffCIFICATIC!ti, W.,11, 8€5! STAND.'RP PRACTICES. <lllCK Ga!'LER VAI.Vf5 smL 8€ Sf! /.f'F!iOXIMATE.Y 12 lll::!6 FROM l'IALKS, CIRBS, H'ADER BOAR!J5, OR PA'/EP AREAS l'ifRE N'Pi.lCA\l..E. lllE6 DtSOO 1-5 AN INTEGIW. PART Of ntE IRRGATION H:AD, AIITl-DRAIN VALVES l'IILL 8€ INSTN.I.ED !.!<DER EVER1' HfAD. 1lf ANTI-DRAIN VALVE l'IILL 8€ 1lf S.'11: DL')l;TER 1-5 ntE R\Sl:R AND 8€ INTEGIW TO ntE RISl:R AWfJL Y. INSTALL RAIN :il60R />o INDICATED ON UI' PRArllll55 AND AS~ Bl UI' Ml'/lfACT\RfR. Fl.l,SlJJII, ntE SYSTEM PRIOR TO 1161/UATION Of SFRIJruR ll?11LES, ntE VALVES :l\AIJ. BE OfENED AND A fU.L H:AD Of MTER l':fD TO Fl.l,SlJ M ntE Lll6 AND RISElsS. SFRIMQ.ER ll)ZlLES :l\AIJ. BE INSTN.I.ED AFTER Flc"lllll, ntE SYSTEM HAS EffN CClfl.ETED. ADJf.>TIII, ntE SYSTEM WliTRACTOR 5H/U ADJf.>T VALVES, ALIGN lfADS, AND CH'CK WlfJJ6f. Of M SYSTEM PRIOR TO COVERJ<l€ TEST. IF IT IS DETERMINED Bl ntE LOOSCAF!: ARCHITECT OR O!'!fRS )(IT)mZED ffi'Rf5ENTATIVE lllAT ADDITIONAi. ADJf.>OOTS OR OOZZLE CHANGES i'JLL 8€ Rf(lJIRED TO F!iOVIDE F!iOPER WIERNk, ALL IIECBSAR1' CIIAN6€5 OR ADJf.>ffl15 ~ ff MADE ~IOR TO AN! PLANTING. ntE ENTIRE SYSTEM :l\AIJ. ff Of'ERATING F!iOPERLY OO'ORE ANY Pl.ANTIii, Cl'ERATI0/6 catmE lmGl-1ATIC CONm VALVES AR£ TO 8€ ADJf.>TED SP ntAT ntE SfRIIMER HEADS CffRATE AT ntE ~ Rfw-H'MJED BY Tlf MA«'ACT\RJ'R. !ESTIii, AND OOSER'/ATION 001171 Al.LOI'\ OR Cl<ff AN! Cf Tif l'k?RK Of n/15 StCTION TO ff CO'/ERED 1,1' OR EIUOSED ITT!lL IT HAS EffN OOSERVED, TESTED AW ACCEPTED Bl ntE LAWSCAFE AACHITECT, Clm, AW cOYl'RNIII, AGrn;IES. ntE ca{TRACTOR :l\AIJ. 8€ SC!.B.Y ~OOE!.E FOR ll)TIF/111, Tl{ LANDSCAFE ARCHTECT, CWl:R, AND cOYl'RNING AGrn;IES, A M1IBi'll'I Of 4& ft\RS IN A171'ANCI:, l'ifRE AW l'lfN 1lf l'k?RK 15 RfAV1 FOR !ESTIii,. l'IEN ntE SFRltruR SYSTEM 15 CO!ftETED, Tl£ ca{TRACTOR :l\AIJ. FERFORM A WIFJl./'6f. TEST Of EACH SYSTEM IN 115 ENTIRE!! TO PETERMIIIE IF ntE l'IATER WIFJl./'6f. FOR Tit fl)l{lED AREAS IS CO!ftETE AND ADE<llATE IN Tlf A<fSfla Cf 1lf LAWSCAFE AACHITECT. ntE ca{TRACTOR :l\AIJ. Affl5H ALL MATERAI.S AND FERF®I ALL l'k?RK RE<lllRED TO CORRJ'CT ANY IHADE<llACIES Of WIW8'. JU TO DEYIATIOl6 FROM ntE Fl.,\t6 OR l'IERf 11£ SYSTEM H/-5 EffN i'Jl.lfU.LY INSTl,Llfl) 1-5 INDICATED ON ntE i;AAl'IIIISS l'lfN IT IS Cll'/ICIRY INADECIJi.TE.1!1):!iVl mll51NG ntlS TO ntE ATTENTION Of ntE LANDSCAF!: mHITECT. TlllS TEST :l\AIJ. 8€ ACCEPTED Bl 11£ l.OOSCAFE AACHITECT AND ACCCffl.15HED OO'ORE ST/.RTIII, ANY ru•,11111,. FIHN. lllSFECTION ¥ILL 1171 COII-Ell1' l'lntM RECORD PR,1/111,5 AS PREPARED Bl ntE IRRGATION ca{TRACTOR flAIIITEHANCE Mil, ntE MAIIITEHANCE FER(){) Tif WliTRACTOR sml. ADJ.51 AND MANTAIN ntE IRRGATION SYSTEM IN A FU.LY CffRATIOl!AI. COOITION F!iOVIDIII, CO!ftETE IRR6ATION WIERN,E 10 ALL INTENDED FlANTlll,S. ,.lb CO!ftETION Cl.E/,ffill, Cl.EAN-t!' smL 8€ MADE 16 M PORTION Of ntE l'k?RK l'ROGRESSE5. REF/SE AW EXGo!i DIRT :l\AIJ. 8€ REM?Vl'I) FROM Tlf SITE, ALL l'W.K5 00 PAVING 5H/U ff ll10(,1,f\), AND ANY DAMAGE %INNED ON ntE l'k?RK Of OTifFS :l\AIJ. 8€ REPAIRED TO ORGINAI. COOITIONS. END OF SECTION E 0 C) . .c ~ ro "O C ro a. E 0) ~ r--r-- O') co I co LO LO --co LO co .___, I a.. 0 0 N w I- ::> CJ) 0 0::: ~ w ...I :::> 0 CD >-w ...I ...I ~ 0 1-z w 0::: 0::: 0 CJ) 0 ...... 0 -.;f" z 0 CJ) 0::: w ~ a.. >-0 0 0 2 w a.. CJ) w ...I ...I ,-xx-/x-x/-xx+-J-P -+---------------t-----t---+---+--------1 I S1H6EET I CITY OF' CARLSBAD I SH1E9ETS I PLANNING DIVISION SW ,--------.. ~.:::-.T---:;;;;;;;:~;;::;:-:--7------------T----------------4---t--+----------------t---+--+---J----i ~===:..':================::...,':===: o7-2s-',~, ., ,}~ --::~:,~~:c,i,~1'~ APP RO V[O FOR "AS BU I LT" LANDSCAP~~R;~;;;~~~s ;;NCH I Ll-06 ~ ~-~ ,., !RR/GA TION Af\/0 ~:=~:=~:: gm p ~-§ :o \ i PLANTING ONLY, MODEL HOMES URAWN APPROVED 1ST SUBMITTAL 2ND SUBMITTAL 3RD SUBMITTAL LANDSCAPE ~ 0-3,_?;l4--<~~~ LOCA TIO/\/ OF 1-R_E_V_IE-WE_D_B_Y_: ----------~P=LA=Nf=IIN=G===:::;---;=:::======~===~- ~: 'i;~;;}i,.:,,-~; /f\/CLUO/NG PR[C/S[ RCE __ EXP____ DATE 1---+----+------------1----1--+--+---11-AP-PR_o_vE_o,~)'t_::{~LCz,0\.eJt: l\-i:;--1-..\ I ARCHITECTURE OF CA\.\~IJ OWN BY I PROJECT NO. I 4DR7AW61N_Gg· MNO. _:~_-:_LE_N_O_. ____ A_S_~_:_~_o:_: L __ &_P_L_A_N_N_I_N_G ___ _L __ f:Exc£P!c:iro::!_li~on:!..2_Do~l.:.:e:1:0:!:!2~-~1~5~_P_L_A_N_T_J_N_G __ A_R_[_A_. _ _J_.!_!IN::!;S;:!:P'.E;E,'.::C.!.!TO:,::R~ _________ ....::D'.:::A.!_!TE::....._..LD:::_ES:'.::~~:'.:::'.'.:.:R::_::O:_~N...'.l::.::'.l~::'.~Kl ____ R_:_E_V_IS:_l_:_O_N_:D_:_E:_S:_C:_R_I_P_T_IO:_N ____ _J_'.'._0~~;.::'.;:~AP:.'.:P:'.:l:O:::l'./':::_l:::_~.L_:~A~l;.'..~.'.::A'.::PP:'.l:::'.~T::'.'.~:::'.:~_J_'.:::~::::~:::~=g~~::::~::::: ~~~~;;:::!.._l;=:::::::C=:T:::::::Q~2=·~1~7==:!!·~:;::::::::==::!J ~ LU = <( z lLI -1 lL I N = 11.l () ' ('I 'ili I I I i I I I I I 1:/ I I I I I i I I I I I , 1:/ I I , 11 , I ' I I 10 5 0 SCALE: I I = I I I _______ __JO'=sll I I FF: 466.5' I I LOT 38 PAD:466,0' :: PLAN 4E I I .·• I FORMAL SPANISH REFINED SPANISH I I ;!!I ro r~, I I I L ... L! r7-1 I I I L--' -------~ \!,=!===="'------ -=--------- PUBLIC RIGHT-OF-i-"'lAY 1 o ____ --'20 30 ➔ 1" 10' JOB NO. SCALE l4-0:J8 AS SHOWN LANDSCAPE ARCHITECTURE & PLANNING Expiration Dale: 02-15 Evapotranspiration Rate (Etc)* Conversion Factor (Step 1 x Step 2) Plant Factor (PF)0 (From WUCOLS) (VLW -HW) (0.1 - 0.8) lvea of Hydrozone (sq. ft.) (H4) (Step 4 x Step 5) Irrigation Efficiency (IE) .. ~ (Step 6 + Step 7) (Total .AJI Step 6 + Total SLA sq. ft. in Step 5} (Step 3 x Step 9) Estimated Total Water Use in gallons per year (ETWU) --Total shall not exceed MO.WA 0.3 6, 1◄7 0.70 2,634.43 47.0 0,62 29.1 0.5 o., 2,711 1,292 1,355.50 1,033.60 0.8 0.70 1,694.38 1,476.57 5,805.38 169, 16-'.63 CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) BLACKSTONE RANCH MODELS LOT 39 Evapotranspiration Rate (Eta)* Conversion Factor Process Step No. {Below) Hydrozone Number (1-5 with SLA Zone Below~ use as many tables as necessary lo complete all hydrozones) 1 4 2 2 2 2 2 6 □□ □□ SEE DETAIL A,B4C-/LP-O;;j BOTANIC-AL NAME C-OMMON NAME SIZE V'IUC-OLS ARBUTUS UNEDO 'MARINA' C.UPRESSUS 5EMPERVIRENS ERIOSOTRYA OEFLEXA LOFHOSrEMON GONFERTUS MAGNOLIA G-AANOIFLOR.A OLEA EUROPAEA 'SY'IAN HILL' PHOENIX DAG TYL!FERA RHU5 LANC.EA ULMUS PAR. 'TRLJE GREEN' MARINA STR.AY'i6ERRY TREE 36" eox ITALIAN CYPRESS 24" SOX BRONZE LOQUA T BRISBANE SOX SOUTHERN MAGNOLIA STANDARD OLIVE (FRUITLESS) DATE PALM AFRICAN SUMAC TRJJE GREEN CHINESE ELM 24"SOX Bb" BOX Bb" SOX 48'" SOX 14' BTH 96" BOX 4B" BOX STREET TREE PER LANDSCAPE PLANS BY AALPH STONE + ASSOCIATES L L L L SEE DETAIL 6/LP-oe BOTANIC-AL NAME AGAVE ATTENIJATA AGAVE 'BLUE GLOJ/11' ANIGOZANTHOS 'AMBER VELVET' ARTEMISIA 'POY-!IS CASTLE' BOUG-AINYILLEA ROSENKA BUXUS JAP. 'Jt'{JNTER 6EM' CALAMAGROSTIS X ACIJ. 'KARL FOERSTER' CALLISTEMON 'LITTLE JOHN' C.OLEONEMA 'SUNSET GOLD' C-OMMON NAME FOXTAIL AGAVE AGAVE KANGAROO PAJt'I. POJt'l.15 CASTLE ARTEMJSIA SIZE 5 GAL. 5 GAL. 5 GAL. 5 GAL. BOUGAINVILLEA (SHRUB FORM) 5 GAL. J,',IINTER GEM BOXY'IOOD FEATHER REED GRASS D~RF SOTTLEBRUSH 15 GAL. 5 GAL. 5 GAL. GOLDEN BREA TH OF HEA YEN 5 GAL. ESC.ALLON[A FR.ADESII FR.A.DES ESGALLONIA 5 GAL. FEST1JCA GLAUC.A 'ELIJAH BLUE' BLUE fESC,UE l GAL. @ 12" O.G. GAIJRA LINDHEIMERI PINK GAURA I GAL. HETEROMELES ARB'JTJFOLIA TOYON 5 GAL. LAURJJS NOBILIS GRECIAN LAU~L 15 GAL V'IUC-OLS L L L L L M L L L E 0 u .c e co "C C co a. E 0) i ~ l"--- 1"--- 0) co I co LO LO --co LO co ..._,, I 0.. PROJECT NO. DRAWING NO. CT 02-17 476-9M ' " <[J ~ l\ 1-:c ,n IL <\.) tf\ (.) ' ,r ? ul _\ lll c, (.) ::;: ' c, 9 <fl l\ ~ 0 Ile <( c, z <( :;J (.) (.) ' <\.) [(\ (.) ' ,r ill f---0 LL\ -1 (.) Ile IL ' ,,. / <[J Ill ::;: <( z Ill _\ lL 10 / 5 0 10 20 SCALE: 1" -10· 30 PUBLIC RIGHT-Of-HAY ➔ 2ND SUBMITTAL 3[W SUBMITTAL JOB NO. SCALE 14-038 AS SHOWN LANDSCAPE ARCHITECTURE & PLANNING Expiration Dole· 02-15 INSPECTOR CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) BLACKSTONE RANCH MODELS LOT40 Hydrozone Number (1-5 with SLA Zone Below -use as many tables as necessary to complete all hydrozooes) Evapotranspiration Rate (Eto)* Conversion Factor (Step 1 x Step 2} Plant Factor (PFt* (From WUCOLS) (VLW • hW) (0.1 - 0.8) Area of Hydrozone (sq. ft.) (Hf\) (Step 4 x Step 5) Irrigation Efficiency (IE)*** (Step 6 c Step 7) (Tota! All Step 8 + Total SLA sq. ft in Step 5) (Step 3 x Step 9) Estimated Total Water Use in gallons per year (ETWU) -Total shall not exceed~WA Process Step No. (Below) 47.0 0.62 29. t 0.3 0.5 o., 3,786 3,016 2,'496 1,soe.00 1,996.B0 0.70 0.8 0.70 1,622.57 1,885.00 2,852.57 6,360.14 185,334.56 MAWA,,(Eto x 0.62)((0.7 x l.A)+(0,3 x SL.All (◄7 X 0,62)[(0.7 X 9,29e)+(0.3 X 0}] (29.14)(6,509) 189,672 GAUYR CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) BLACKSTONE RANCH MODELS LOT41 Evapotranspiration Rate (Eto)* Conversion Factor (Step 1 x Step 2) Plant Factor (PFt• (From WUCOLS) (VLW -hW) (0.1 • 0.8) lvea of Hydrozone (sq.~) (I-IA) (Step 4 x Step 5) Irrigation Efficiency (IE)*0 (Step 6 + Step 7) (Total All Step 8 + Total SLA sq. ft in Step 5) (Step 3 x Step 9) Estimated Total Water Use in gallons per year (ETWU) • Total shall not exceedMAWA Process Step No. (Below) ':1., ,_c; ·1·· Lt~~', . · -~ Hydrozooe Number {1•5 with SLA Zone Below• use as many tables as necessary to complete all hydroz.ones) 0.62 29.1 0.3 0.5 4,◄36 ◄,373 1,330.80 2,186.50 0.70 0.8 1,901.14 2,733.13 4,634.27 135,042.57 MAWA=tEto x 0.62)[(0.7 x LA)+l0.3 x SLA)] (47 X 0.62){(0.7 X 8,809}+(0.3 X 0)] (29.14)(6,166) 179,677 GAUYR Ero•----· -~ · · •------· ~--------... ,E ·weston~5=40.o --~-·----·----------Micro-5{Jr.1y-=·o.ao··-· Easi0fl-5and-West0tEl°camlnofieiill=44.0 :~P'!'t.=.~-~5. --"if.isi Of El ciffitno-Reili ,;,·,47)j-· · Rotor= 0.70 \AppJJC""intiniiy provfd•··diWerei.-t-ETO If ---~· ·-Bub_blff_;·_o.7~-. ~ ···----~-: ___ ---··--·-· 'suppomd by documenilltion wb}ect to approval : Drip "' o.ao . by_ th_!E.o/_ Pliilnnfng DlvlSo__n_ _ ·· ·:.ipp1/ciiiitff1~f-p,OViri.-dlfiWfMt-lE It SUpporiecib}' _ _ _ _ _______ ~ documlffltiltion subject to approval by th• City Hfltant FaCtor & Water_ tis. .. · · · a i = VLW. Ve,y Low W11tti" Use Pf11nts ·o.3 ::i-Lw·. i.oWW.iiw Usit Pl1it1ts··: : o.;;; Mw. MocJ-.rai. wai.i-US.Piilnts ~ii5" ;.·t-iw_.-_HJf/h Woitef' Us& Plilllis - _ . ---~' Ph;mnfng Division (Turf and Landscape lrrlgiiltlon . _ ~---S.st_Management Prilctices, April 2005) -' ROSMARINUS OFF. 'f'ROSTRATlJS' PROSTRATE ROSEMARY FLATS@ Dill] TURF NOTES, SENECIO MANDRALISC,AE BLUE CHALK STICKS BARK MULCH SLOPE PLANTING PER LANDSC-APE PLANS BY RALPH STONE + ASSOCIATES (CITY DRAY-IINGII 440-5-L) MARATHON II SOD 12" o.c. FLATS@ 12" O.C.. 3" LAYER L L LA JO' LEN6TH HJNIMIJM OF APPROVED ROOT BARRIER SHALL BE INSTALLED Y'1HERE TREES ARE Y'11THIN JO' OF ANY HARDSGAPE. 2. ALL 5HRUB AREAS SH,..LL RECEIVE .... 3"-4" LAYER Of 5HREDDED BARK MULCH 4 3" DEEP INSTALLED FRJOR TO GROUND COYER INSTALLATION FROM FLATS. 3. ALL SHRUB AND GROUNDCOVER AREAS Y'!ITH A SLOPE OF 3:1 OR LESS SHALL RECEIVE A 4" DEFTH LAYER OF ORGANIC-, SHREDDED BARK MULC-H AS Y'!ELL AS PERMANENT PLANT BASINS. SUBMIT SAMPLE TO LANDSCAPE A~HITECT FOR APPRoYAL PRIOR TO DELIVERY. DATE PLANTING LEGEND TREES QTY. SYM. 1 4 2 2 2 2 2 6 □□ □□ ® @ + SHRUBS QTY. SYM. VINES BOTANIC-AL NAME AR6UTV5 lJNEDO 'MARINA' CL!PFc.ESSUS SEMPERVIRENS ERIOSOTRYA DEFLEXA LOPHOSTEMON CONFERTV5 MAGNOLIA GRANDIFLORA OLEA EUROPAEA '5i"IAN HILL' PHOENIX DACTYLIFERA RHU5 LANCEA ULHIJS PAR. 'TRUE GREEN' SEE DETAIL A,64 C,/LF-03 C-OMMON NAME SIZE f'IUGOLS MARINA 5TR.N'{6ERRY TREE 36" eox !TALIAN CYPRESS 24" BOX BRONZE LOQUAT BRISBANE BOX SOUTHERN MAGNOLIA 5TAND~R.D OLIVE (FRUITLESS) DATE PALM AFRICAN SUMAC TRUE GREEN CHINESE ELM 24" BOX 36" BOX 4e," SOX 14' BTH 36" BOX 48'' BOX M L H H H L L L H STREET TREE PER LANDSCAPE PLANS BY RALPH STONE + ASSOCIATES BOTANIC-AL NAME AGAVE ATTENUATA AG-AVE 'BLUE GLOl"l' ANIGOZANTHOS 'AMBER VELVET' ARTEMIS!A 'POl"llS CASTLE' BOUGAINVILLEA ROSENKA auxus JAP. 'l"llNTER 6-EM' CALAMA&ROSTJS X ACU. 'KARL FOERSTER' CALLISTEMON 'LITTLE JOHN' COLEONEMA 'SUNSET &OLD' C,OMMON NAME FOXTA!L A6-AVE ArSAVE KANGAROO PAl"l POl"llS CASTLE ARTEMIS!A SEE DETAIL 6/LF-03 SIZE 1"11.JC,OLS 5 GAL. 5 GAL. 5 GAL. 5 GAL. BOUGAINVILLEA (SHRUB FORM) 5 GAL. L L L L L H H M M l"llNTER GEH BOXr"\OOD FEATHER REED 6-RASS Dl"lARF BOTTLEBRUSH 15 GAL. 5 GAL. 5 &AL. 6-0LDEN BREATH Of HEAVEN 5 GAL. ESC-ALLONIA FRADESJI FR.ADES ESC.ALLONIA 5 GAL. L FESTVCA GLAUCA 'ELIJAH BLUE' BLUE FESCUE I GAL. @ M 12" O.C. . GAURl'I LINDHEIMERI PINK GAUR.A I .S-AL. M HETEROMELES AR.BUTIFOLIA TOYON 5 GAL. L LAURUS NOBILIS GoRECIAN LAUREL 15 rSAL. L LAYANDULA MUNSTEAD ML.INSTEAD LAVENDER 5 G-AL. L LEYMUS CON. 'CANYON PRINCE' CANYON PRINCE Y"l!LD RYE 5 GAL. H LEUCOSPERMIJM COR 'FLAME SPIKE' NODDING PINCUSHION 5 GAL. L LIGUSTRUM TEXANUM PRIVET 15 GAL. M LOR.OPETALUM GHINENSE 'BURGUNDY' FRINGE FLOY"IER 5 GAL. M PENNJSETUM S. 1RUBRUM' STERILE RED FIB. GR.ASS 5 GAL. M PHORMIUM 'BLACK ADDER' BLACK NEV'i ZEALAND FLAX 15 G-AL. M PHORMIUM TENAX ATROPLJRAJREA RED NEJl'I ZEALAND !"LAX 15 GAL. L PITTOSPORUM CRASSIFOLIUM KARO I GAL. M FJTTOSPORUM C. 'COMPACTUM' GOMPACT PITTOSPORUM 5 G-AL. M PITTOSFORUM TEN. 'SILVER SHEEN' SJLVER SHEEN PITTOSPORUM !5 GAL. M PFWNUS C. .... R.OLINIANA 'BRIGHT 'N' TIGHT' B 'N' T CAROLIN.A.. LAUREL 15 GAL. RHAPHIOLEPIS I. 'JACK EVANS' RHUS INTEGRJFOLIA JAC.K EV ANS INDIA H,',Y{THORN 15 GAL. H H ROSA 'ICEBJRG' ROSMARINUS 'TlJSCAN BLUE' SALVIA GREGGIJ 'LIPSTICK' SAL VIA LELJC,ANTHA SANTOLINA CHAMAECYPARfSSVS STRELITZIA RE61NAE ~ESTRINGIA FRUTICOSA SLOPE SHRUB PER LANDSCAPE PLANS BY RALPH STONE -t-ASSOCIATES LEMONADE BERRY ICEBJRG ROSE TVSG-AN BLUE ROSEMARY AUTIJMN SAGE MEXIC-AN BUSH SAGE LAVENDER COTTON BIRD OF PARADISE COAST ROSEMARY 5 GAL. 5 GAL. 5 GAL. 5 GAL. S GAL. I GAL. 15 GAL. 5 GAL. L H L L L L H L SEE DETAIL D/LF-03 QTY. SYM. BOTANICAL NAME COMMON NAME SIZE 1"11.JC,OLS s 5 13 31 BOUGAINVILLEA 'SAN DIEGO RED' CALLIANDRA HAEMATOCEPHALA FICUS F'VMILA TEGOMA CAPENSIS VITIS CALIFORNICA GROUND C,OVERS SYM. ~ mil BOTANIC-AL NAME CAREX TUMULJCOLA GAZAN!A STRIPED MIX MYOPORUM PARYIFOLIUM BOUGAINVILLEA !5 GAL. (ESPALIER, UNLESS NOTED) RED POV'1DER PLJFF )5 6AL. (ESPALIER) CREEPJN6 FIG 5 GAL. GAPE HONEYSUCKLE 15 6AL. (ESPALIER, UNLESS NOTED) GALIFOR.NIA 6RAFE 15 6AL. STAkED L M H L M SEE DETAIL E/LP-03 COMMON NAME SIZE 1"11.JC,OLS BERKELEY SEDGE 4" POTS@ M 12"0.G. GAZAN/A STRIPED MIX FLATS@ M 12" O.C.. MYOPORUH FLATS@ L 12" o.c. E 0 (.) . .c ~ ro ""O C ro C. E 0) I -r--.. r--.. 0) co I co LO LO ,....._ co LO co .._ t a.. -0 0 N w I--:) (J) 0 0:: ~ w -1 :) 0 co >-w -1 -1 ~ 0 1-z w 0:: 0:: 0 (J) 0 T""" 0 -.:t" z 0 (J) 0:: w ~ <:( a.. >-------------------'0 SEE SHEET LP-O3 FOR PLANTER POT LEGEND K YMAP-,--t;:::;;:;r;:;=:;::=.:r=;=~;-,-1 O 0 2 w a.. (J) NTS PROJECT NO. CT 02-17 w -1 -1 -(.') DRAWING NO. 476-9M