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Home My WebLink AboutDWG 542-1L; CDP 2022-0014; OCEAN VIEW POINT; 01-41GENERAL CONDITIONS SHORT FORM PROTECTION OF LIFE AND PROPERTY 1. Contractor shall protect all construction and landscaping from damage and, when required, provide guards or covertng. Any damage shall be repaired or replaced at the Contractor's expense. Contractors on the job shall carry the following Insurance: (a) Worker's Compensation, (b) Public Comprehensive General Liability, and (c) Property Damage. In an emergency threatening the safety of life, work or adjoining property, the Contractor is hereby instructed to act at his discretion to prevent such loss or injury and shall maintain the following minimum liability insurance coverage during the contract period. COVERAGE Bodily Injury: $250,000 per Individual, per Occurrence Property Damage: $100,000 per Occurrence, aggregate 2. The Contractor shall cause to be named as additional insured in such Contractors Public Liability, Contractor's Protective Liability and Automobile Liability Insurance policies the following: (a) RINCON REAL ESTATE GROUP, 1520 N. EL CAMINO REAL, UNIT 5, SAN CLEMENTE, CA 92672 (b) GILLESPIE MOODY PATTERSON 3176 L\ONSHEAD AVE. SUITE '102', CARLSBAD, CALIFORNIA, 92010 3. Contractor shall not cause this policy to be canceled or permit it to lapse, and the insurance policy shall include a clause to the effect that the policy shall not, at any time during the construction period, be canceled or reduced , restricted or limited until fifteen (15) days after all additional insureds have received written notice as evidenced by returned receipts of registered or certified letters. 4. The Contractor agrees to hold the Owner and Landscape Architect harmless from any claims arising out of his operations of any of his sub contractors, material supplies, or agents. 5. All local, municipal and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications and their provisions shall be carried out by the contractor. 6. The contractor shall verify the locations of all existing utilities, structures, and services before commencing work. The locations of utiltties, structures and services shown in these plans are approximate only. Any discrepancies between these plans and actual field conditions shall be reported to the owner or landscape architect. • 7. The contractor shall protect all existing utilities and features to remain on, and adjacent to, the project site during construction. Contractor shall repair, at his own expense, all damage resulting from his operations or negligence. 8. The contractor shall obtain the pertinent engineering and/or architectural plans before beginning work. 9. Permits for any construction depicted in these plans shall be obtained by the contractor. 10. Contractor shall have a valid contractors license required for the particular work being done. Contractor shall not allow the license(s) to lapse during the contract period. NOTE: A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. DUE TO RELOCATION OF UTILITIES AFTER PLAN APPROVAL, PLEASE ADD A NOTE TO PLANS TO INDICATE THAT THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW IRRIGATION AS-BUILT PLANS ARE REQUIRED TO BE SUBMITTED TO THE CITY AND SHALL BE PREPARED AS REQUIRED BY THE ENGINEERING AND PLANNING DIVISIONS. THE FINAL PLANS SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR FINAL AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND FINAL AS-BUil T PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE RELEASE OF SECURITIES. PROJECT SITE VICINITY CITY OF OCEANSIDE PACIFIC OCEAN 78 MAP CITY OF ENCINITAS CITY OF VISTA LANDSCAPE ARCHITECTURE PLANS FOR: EAN VIE p.._ ____ /NT RINCON HOMES INC VICINITY MAP NTS PLANS PREPARED FOR: SHEET INDEX: RINCON REAL ESTATE GROUP 1520 N. EL CAMINO REAL, UNIT 5 SHEET: SAN CLEMENTE CA 92672 lANDSCAPE TlllE SHEET 01 PLANS PREPARED BY: lANDSCAPE CONSTRUCTION Pl.AN 02-09 G.M.P. GILLESPIE. MOODY. PATTERSON lANDSCAPE CONSTRUCTION OETPJLS & NOTES 10-12 3176 LIONSHEAD AVE., SUITE '102' lANDSCAPE IRRIGATION PLAN 13-24 CARLSBAD, CA. 92010 lANDSCAPE IRRIGATION DETAILS 25-30 858 .558.8977 FAX: 858.558.9188 lANDSCAPE PlANTING PLAN 31-38 www.gmplandarch.com LANDSCAPE PIANTING DETAILS & NOTES 39-40 HYDROZONE PlAN 41 TOTAL SHEETS 41 THE CITY OF CARLSBAD LANDSCAPE STANDARDS REQUIREMENTS SHALL TAKE PRECEDENCE OVER THE APPROVED LANDSCAPE PLANS. SHOULD A DISCREPANCY OCCUR BETWEEN ANY NOTES, SPECIFICATIONS, DETAILS, SITE CONDITIONS, OR OTHER SITUATION REGARDING THE INTERPRETATION OF CONSTRUCTION FROM THESE PLANS, THE C1TY REPRESENTATIVE'S DECISION SHALL BE FINAL. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN /S CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HA VE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. JOHN PATTERSON DATE: /0-tj,,;t:1} PHONE NO: ( .1£L) ~55"'8-'·8~97~7------+-- REG/STRA TION NO: _ _,3""50""3'-----EXP/RA ON DA TE: ""02~-2°"0~25'--------- BY: WATER EFFICIENT LANDSCAPE DECLARATION: TS-01 ' LC-01 -LC-08 LC-09-LC-11 Ll-01-Ll-12 Ll-13-Ll-18 LP-01 -LP-08 LP-09-LP-10 LH-01 I AM FAM/UAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EfflC/£NT USE OF WAT£ . ~-..... , ) JOHN PATTERSON / ' i /I DA TE: 10· k t;, SIGNED UNDER PENAL TY OF PERJURY \ 1 PHONE NO: ( ~) _s_ss_-8_9_77 ______ \~·'- REGISTRATION NO: -~3=5=03~---EXP/RATION DA TE: 02-2025 BY: BACKFLOW PREVENTER TESTING: ALL BACKFLOW PREVENTER$ SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST 8£ GIVEN TO TH£ CITY AND THE WATER DISTRICT, CALL (760) 438-2722 TO OBTAIN APPROVED CONTRACT BACKFLOW TESTERS. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER. " INSPECTION PROCEDURES: INSPECTION OF TH£ PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR THE LANDSCAPE ARCHITECT OF WORK'S DESIGNATED AGENT. REFER TO THE SPECIF/CATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS, FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE /NSTALLA TION HAS BEEN COMPLETED BY SUBMITTING TH£ "CERT/FICA TION OF COMPLETION" FORM. £-MAIL THE; FORM TO: bp@;tugmoredesiqnstudio.com. TO MAKE A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY, CALL (760) 436-7327. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTIL/TTES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRAOE) FROM INVASIVE PLANT GROWTH AND ROOTS, 11 AS BUIL T11 TITLE SHEET RCE __ _ EXP, ___ _ OCT 2 6 2023 TS-01 APPROVED FOR IRRIGATION AND REVIE'w'ED BY, PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. INSPECTOR DATE DATE ~, l-----+---1-------------1---1-----1---1----.I I SHJiT 11 CITY OF CARLSBAD -..,, . PLANNING DIVIS □N g m p LANDSCAPE OCEAN VIEW POINT 3176 Uonshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 CARLSBAD, CA 92008 APN1 XXX-XXX-XX-XX l-----t--+-----------+--+-----+--+---11 APPROVED~ 11<:Cl. - 1----1-----1-----------------1------4---1----l----l _PLANNING ~ DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ RVWD BY: PROJECT NO. LPC2023-0005 CDP2022-0014 DRAWING NO. 542-11 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 It;/ lb-UI LOT OPEN PACE A= 6.54AC PR OSED TRAIL IMPROVEM TS, REJR • •. TO SHEET 12 FOR C STRUCr N 20-FT UPLAND 8/TAT BUFFER I RAD/NG SETBACK I I I I -------- _ ....... ~ ............. --·-- LOTLINE I . .......• --- --------- ,,----- ---/-.--_./ - \ \ t \ / / ~98FG 309.8 T E \OF SLOPE 1. 309.BFG t \ / / \ ',,~.,_..,,,. ....... , ....... ,,,., ... --- J ----- LI IT GRADING I / / LA 1 STURBANCE / I (TYP.) / 315.3 7W I / 3098fW / 308.6,if H=6,P' II I I I I I 3Q FG / / -- 314.6 T i 309.8 Bl/I 308.6 J/F H=6~' I 310.3 FS \ ~ o\o "k ~"' \ \ \ \ 20% I ~ ,,--..,,, 309.8 FG \ 310.JFS 310.1 Fi,_ ~ 309.5HP 310.1 FS WI 11 MA APN: 208-181-19 X __ 1-I ~--- LOT13 310.J r 309.8 G. 309.8 FG ~ so --• ...___so----...::: -- -- 309.SHP 309.8 309.lFS 17 ,-I 307.85 IE LOT12 310.0 FS 309.0 TG 308.1 IE ~40 H 309.3 FL \ ~ 309.1 TG 309.BFG NSPACE 16.54AC 3 -. • ------=::: so 14.6 TW 309.BBW 308.6 TF H=6.0' 309.2 TG 307.85 IE l(M GA,q,c 09.8 FG -310.0 FS 30765 F§_ 307.75 FS 307.7 IE --307'6 IE ,_,_, "' c., -" - 0 s I 1\0 SCA ~\. te r so --- I H (!l I ~ I ~ 312.0 TW 307.7 BW 306.6 TF \ H=SA' 10 20 ---- SCALE: 1"=10'-0' FOR CONSTRUCTION LEGEND -SEE SHEET LC-04 MEDIAN WITH GATE KEYPAD PER IMPROVEMENT PLAN 326_0 FS x DWG . .Q,53";:.4·!k7-\E·\---------~-',/-"" -----A TOP OF SLOPE CONSTRUCTION PLAN LC-01 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. I KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 11 AS BUIL T 11 RCE __ _ EXP, ___ _ DATE REVIE\,IED BY• INSPECTOR DATE ·~ 1---+---+----------t---t--+-------t----t I SHt~T 11 CITY OF CARLSBAD """'41' _ PLANNING DIVIS □N g mp ~~ff OCEAN VIEW POINT 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 CARLSBAD, CA 92008 APN, XXX-XXX-XX-XX 1----+---+---------------+--------,1---1------+--------1 I-AP_P_R_OVE-'~"'--D .JI.Q<"""='=--4i~/_.,SL""""TII"""'""''---10 {'3i f z-., _PLANNING ~ DATE f--=-==-+---,,;;:;=---+----------------t----::~-+=-:c---l--::--:-=-+::-:::::--,-,------t ;:;D;::;;W:;:N;:::B;;:;Y:;:: =-==-==-==-=_:::;-;;:::.-=-=-==p:::,.R==O,=J=E:::::_,C:::T,=.,..,N::,.O=.-=-=-=,;-;:=DR=A=W=IN=G=NO::::;. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:__ LPC2023-0005 542-11 ENGINEER OF WORK REVISION DESCRIPTION 01\iER APPROVAL CITY APPROVAL RVWD BY: CDP2022-0014 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 --317 ,,-6FT CONCR LOT18 HOA AREA TW=333.96 . 1 328 1 • ---· . . • -- I _.. -::::-_:_ --- ""32""4.2'-'r_,,_G--i,~ • ~ 322.9 IE • ~""-;:~~ \ - \ ~ \--------'<; \ \ \ / SEWERMH PER DWG 534-6 I -~ \ 320.SFS "z. 3 / •• ---------·-----..-.:::;;;.;; 32 I I TuV=334.68 Tv\lccJ34.66 . . --::::::----i •• ----------• ---------------------= co -<fl ~ >-<---<fl 326 324.3 TG 323.3 IE "5iJiiiii'i 324.5'FG ( \ \ \ / 1~, -- 1 \ Jl24.5HP \ 324.SFG I \ 325.1 FS \ \ / ~ LOT 01 324.8:FG 25.3F I \ 7\\ l I - \ \ I \ 324.8 TOP 324.7 FS GRADE BREAK(TYP.) C '---~-LO_T_1 _ _____,,,ooo T 1 324 ... - ------ - 321 FS.~ r"'=~~ei-·ir_,FSe__, \ \ ~ \ \SLOPE J \ \ 324.SFG 324.2 TG .J~rtrUff&\ ~ ~\ 324.2FL \ 1!!i \ 411,11 \ \ \ •. I \\ \ \ 7\ - 320.8 FG LOT02 L _,,,,,,.----_,-,-,- 10,42~ S.F. ~ ls • ':i~ 0.23 if,C. 320.8 TW 320.8 FG 320.0 TG 317.6 IE \ / \ \ 320.3FL \ \ 20-T UPLAND HA AT BUF RI GRADING SETBA LIMIT OF GRADING I LAND DISTURBANCE (TYP.) 324.BTW 320.6BW 320.1 TF H =4.7' 320.8 TW 320.BBW 320.1 TF H = 0.7' V-', 3208FG \ \ ~ / 320. OF LOT OPENSP. E A= 16.54 LOT /NE 3178 317P ? FOR CONSTRUCTION LEGEND -SEE SHEET LC-04 .7TW \ MATCHLINE ~ SE.E SHEET LC-05 KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 7:78W. • 7.0 TF =0.7' ~OSCA ~,.~er ~-~ '(/' -I -I v.ff t,...,.-, - 0 0 0 ---' ....., w ·--J "AS BUILT'' II CONSTRUCTION PLAN RCE EXP, REVIE\,IED BY, 10 5 0 10 3D APPROVED FOR IRRIGATION AND LC-02 PLANTING ONLY, INCLUDIN G PRECISE SCALE: 1'•10'-0' LOCATION OF PLANTING AREA. INSPECTOR DATE DATE ~, I SHJ~T II CITY OF CARLSBAD I ..,,,.,, 1----+--+---------------t-----t---t---t----i . PLANNING DIVIS □N I g mp ~~~ OCEAN VIEW POINT 3176 Lionshead Ave Su ite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 CARLSBAD, CA 92008 APN1 XXX-XXX-XX-XX IAPPROVEDA ...... ,~ ro/,,,1/z.} t====1====t=============================t====t====~====t===~ ~-P;;LA;;°;N::;N;;IN~G:::::===;~=~~::::::::~:::;:=:==;;::D~A~TE~===~ DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY:__ LPC2023-0005 542 -11 RVWD BY: CDP2022-0014 DA TE INl11AL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL GMP JOB NO: 21-058 PLOT DA TE: October 4, 2023 I MATCHLINE -SEE S!-iEET LC--01 \'1.--..r-==\ 3 ' • • • ---. . -/--~ -_ -1 11 SD \QI \@ -\--1=-....,,._, LIMIT OF GRADING'; LAND DISTURBANCE; (TYP.j I I I j ,,,,,J ) / I / I .. ··/ .'/ .• / •• '.!fl;F-HJPLAND HABITAT - BUFFER I GRADING SETBACK I "lSED 60 FT FUEL _i_~----.......... "'T/ONIFIRE -TRACK .-- 2.0% I I ill 310. LOT 11 309. G 310.3 FS LO 11-t--, / 290. 0 IE OUT / FF= PAD= l'.8J Q100 = 5.42 CFS (UNMI)'; Q100 = 0.14 CFSjMIT) / / ✓ / / / / 13 / / / / / / / / LOTLINE SH I \ 289.5 FL !HP I I \ 13' IJI:\ '\ • I \ \ : I I • I • \ I \ I \ • ' I •• \ / l X.• i !\ / I / \ I \3osJ,Tc I L I \ L 307.7 IE -- /,._,,,.-- - / 309.4 TG .JY51E 308. /OFS 5.0% MIN LO 308.BFG T 1 308.BFG r-/ / 308.3TG OF Ci>-\. 308.2TG 307.0 IE 308.8 F 10 20 3<J SCALE: 1'=10-0' -b FOR CONSTRUCTION LEGEND -SEE SHEET LC-04 LX-08 KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 "AS BUILT" CONSTRUCTION PLAN RCE __ _ EXP, __ _ DATE LC-03 APPROVED FOR IRRIGATION AND PLANTING ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREA. REVIE\vED BY, INSPECTOR DATE ·~ I SHOE4ET II CITY OF CARLSBAD "'l@f' l---+----l--------------+---t----t---t----1 . PLANNING DIVIS □N g mp ~~~ OCEAN VIEW PO I NT 3176 Lionshead Ave Suite 702 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 CARLSBAD, CA 92008 APN1 XXX-XXX-XX-XX APPROVED J2... J J....--1oh,1/2:~ 1----+---l---------------t-----t---;r----t---; ::;P~LA~N::;N~IN~G:=:=:::::;-;=:=:;:::::;:~~==:::;;,D;,;A;:TE~~~ OWN BY: ---PROJECT NO. DRAWING NO. CHKD BY:__ LPC2023-0005 542-11 RVWD BY: CDP2022-0014 DA'TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 'TE INITIAL DA 'TE INITIAL O"THER APPROVAL CITY APPROVAL GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 -1:;1:;, -I ,;--...__s ~1 ~\ \ 8" PVC PUBLIC WATER MAIN PER DWG 534-6 \\~ ~ \ // \ <t. \'/ ~30'l,j7.0UT}1'W~-/-lf--7lil X 303.0BW 298.3 TF H = 8.7' - 'RANT X . w 298.3TFX H=B.7' Jorarw X • 'X 5-FT M~XP ~'="='-""-"X / SEWERMH PER DWG 534-8 I - I 8" PVC PUBLIC • WATER MAIN PER DWG 534-8 X f:~3;ft_ ', '-, X X " X X ••. X .""" X ½18. 322.3 TL. 321.8 IE 8" PVC; SEWER MAIN OWG 53, x sNIP#2 x x """"x 3153; I 'Ft, = 30~ . X X "--X =9f~~'----'('" >f<REA =x,,Bso s~ • ... x . x . . . . X"'-- X X X X X X ~ X X X X LOX.15 X H9:_AAR~ X X X X X X X X X X '- IEOUT=3030 X X X X X X X X X X 297. OUT Q/00 (UNMIT) = 6.2 CFS )<f;/100 (MIT)~.03 CFS X X B1YIJ'#2 X EG=3oVJ A~ = 3,650 SF X X UT= o:f 100")<.6,2 s ><S,__ ~ " " X 1/--f SEWERMH I PER DWG. 534-6 318.8 TC 316.3 FL 310.0 TW 305.0 BW 299.3 TF H = 10. i' -FTM"""<;;x 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 10 5 0 CONSTRUCTION SCHEDULE SYM. DESCRIPTION 0 ENTRYGATE 0 PEDESTRIAN ENTRY GATE 0 PILASTER-SPLIT FACE CMU 0 GATE MOTOR -SIZE AND LOCATION TO BE DETERMINED BY CONTRACTOR © RET WALL PER CIVIL ENG. PLANS 0 CURB AND GUTTER PER CIVIL ENG. PLANS 0 SIDEWALK PER CIVIL ENG. PLANS © NATURAL COLOR CONG. PAVING 0 DRIVEWAY PER CIVIL ENG. PLANS @ SIDEYARD GATE e SPLIT-FACE MASONRY WALL © STUCCO FINISH MASONRY WALL @) GLASS VIEW FENCE AND COMBO MASONRY WALL e SAFETY RAIL FENCING A TOP RET. WALL @ RECYCLED HEADER BOARD @ 42" TUBULAR STEEL FENCING @ PILASTER -STUCCO FINISH @ 42" HT STUCCO MASONRY WALL @ RETAIN ING WALL PER CIVIL ENGINEER CONSTRUCTION PLAN 10 20 30 ---- DETAIL M/LC-10 J/LC-09 AILC-09 F/LC-09 H/LC-09 I/LC-09 G/LC-09 A/LC-08 C/LC-09 EiLC-09 ULC-10 I/LC-09 KEY MAP I.X-05 LX-08 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 II AS BUILT" RCE __ _ EXP, ___ _ REV!Ev/ED BY, CARLSBAD, CA 92008 APN, XXX-XXX-XX-XX DATE 1----t---+--- -----------1----+---lf----l---l I APPRO~ 1(C _} /o {>,t /a~ t-----+--+---------------+----+--t----t----1 :::;;P~LA:;:::N:::;N:;:::IN:;::G=====.;-;:::=~======::;;::D:::A::::T:::E===::::: OWN BY: ---PROJECT NO. DRAWING NO. CHKD BY: --LPC2023-0005 5 4 2-1 L RVWD BY: CDP2022-0014 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 •• I .7TW 7: 7-BW. . • 1.0TF =0.7' MATCHLINE -SEE SHEET LC-02 / J---/ -,,::::..--c-··-. ·-.. ,· . ~ • "' OFSLOPE \ 317.BTOP \ I \ 317.5 317.8 FG / 317.1FS I 317.5 FS I 317. --GRADE JAK (TYP.) I 317.5 FS . 311.arc 2: -- 316.8 T E OF SLOPE 312.8 FS 31 .3 ~ .3F 3 . H . FS . FS ,;..___ir--- .7 TG 7 3. • 316 FG I 315.6 FS 316.8 F 320.8 TW 317.?BW 3168 TF H=4.0' 318.1 FS 2.0% L "' 318.1 F ~ 2.0% ,;178FG ,, 317.8 FG --- 31" L 4 ~~~17.5 7'-~i.,;==b=Jh..-/.: = 316.8 T 316.5 FS LOT04 I 316 s ----\IV 312.2 T I -J.1.1.ll.E \IV ~ --• \ 317.8 FG 317.1 FL 17.8 TOP OF SLOPE 31 . FG 316.BFG 317.1 FS 2.0% - MATCHLINE -SEE SHEET LC-08 3 .BFG 2:1 -- I T~ 1j,76 S.F. @70 Aa. I J 317.~ 320.BTW 31798W 316.BTF H=4.0' / 316.83 TOP. OFSLO SC REL 10 20 ---- SC4LE: 1"=10'-0' 3') LIM OF GRADING i LAN /STURBANCE (TYP.) FOR CONSTRUCTION LEGEND -SEE SHEET LC-04 KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 11 AS BUILT" CONSTRUCTION PLAN RCE __ _ EXP,----DATE LC-05 APPROVED FOR IRRIGATION AND PLI\NTING ONLY. INCLUDING PRECISE -LOCATION OF PLI\NTING AREA. REVIE\,IED BY• INSPECTOR DATE ., I SHJ~T 11 CITY OF CARLSBAD "lllf' t----+--t----------------t----+---lt----+----1 . PLANNING DIVIS □N g m p LANDSCAPE OCEAN VIEW POINT 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.c:om T 858 558 8977 CARLSBAD, CA 92008 APN, XXX-XXX-XX-XX l----t---,f--------------+----+---l---+---11 APPROVE. DT ~ ~r~ /01$1/z") t-----+--+-----------------+-----+---lt-----t---1 ::;;P::;;LA;;';N:::;N~IN:':::G::::::=::::;:-;::::=======;;::D:::A::::TE:::====: t---~-+---<----------------+-----1----11----+-----1 DWN BY: ---PROJECT NO. DRAWING NO. DATE INITIAL f--D_ATE _ _.__I_NI_TIA __ L--+----DA __ TE;;__,_I_NI_TIA_L-1 CHKD BY:__ LPC2023-0005 ENGINEER OF WORK REVISION DESCRIPTION O"THER APPROVAL CITY APPROVAL RVWD BY: CDP2022-0014 542-11 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 SD SD / I ~ I I 2.0% I ~t I~ ~" ~"t''a I 75 Ii /§ I I I • 2.0% - ' ~ '\ \ \ \ I \ \ \ I ' \ I I \ \ I ' I l I l I \ \ I . ' I I I I \ I \ \ \ 10 5 ·r------------- ------ I \ <%, ~c:f'7 ·t.2 ~ 5.0% "'" ...,__.._ \ \ ~ MIN ---9-;-f ___ _ /%) ------9 • ----• - 0 -. .--- '" --ti!~ v_., . ,,. _,,, '" . ~ \ 10 ---SCALE: 1"•W-O' ~ > Q «- 20 3G I \ FOR CONSTRUCTION LEGEND -SEE SHEET LC-04 KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 11 AS BUILT'' CONSTRUCTION PLAN RCE __ _ EXP,,----DATE LC-06 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVIE'w'ED BY, INSPECTOR DATE ·~ I SH6jT II CITY OF CARLSBAD "Ill.I' 1--~--+----------------t----t---t---r-i . PLANNING DIVISDN g mp ~~~ OCEAN VIEW POINT 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLANNING DWN BY: __ _ CHKD BY: __ RVWD BY: CARLSBAD, CA 92008 APN1 XXX-XXX-XX-XX PROJECT NO. DRAWING NO. LPC2023-0005 CDP2022-0014 542-11 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 MATCHL NE -SEE -f"-l---- f§ d -./ ,_ f1i $ f1i Q (/) (/.) SHEET LC-04 :1 ~; s : .95 s : I I •· I I 3 -----------+ • I I I I I -I I • I I: • I I I .• P OPOSED 60 T FUEL DD/FICA T//JN I FIRE TECTIONfsETBACK I ++-1-w-~w--w---+-l I I I 310.45 FS II 310.8 TC 309.6FS 310. IE LOT07 308 312.3 FS lg/ "i 16,483 ~ - \ -~8At. ~ --- - 312.0 FS 311.8 FG 312~ 311.5 HP 312.3 FS ~ 311.0TG 310.05 IE 311.8 FG - ______..-- ·--- 297.BEG s / 311.8 FG C i! ' 111'\--c~-\ I I .rJr \ \ \ \ LIMIT OF GR DING I LAND DIS/: BA/ICE (TYP) 314.1 FS J.13.8 FG LOT06 / / I .----- ~ ~ 314.3 FS _,,, 14.3 314.1 F ------ "ll SCA p \te r sor, ¼ c:: uJ __.. l.J ...C: U"'\ rn -o~~ on _.J -, w --1 \ \ 10 5 0 ...__ ...... , / ..... 10 SCALE: 1"•1J-O' 30 FOR CONSTRUCTION LEGEND -SEE SHEET LC-04 KEY 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 11 AS BUIL T11 CONSTRUCTION PLAN RCE _ _ _ EXP,---DATE LC-07 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA REVIE'w'ED BY, INSPECTOR DATE ·~l------'-+---l------------+--+----+----+----11 SH6~TII CITY OF CARLSBAD "'I I' . PLANNING DIVIS □N g mp ~~~ OC EAN VIEW P O INT 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmpl andarch.com T 858 558 8977 CARLSBAD, CA 92:008 APN, XXX-XXX-XX-XX 1---+------l-------------l------l--------l-----J.---I I APPROVE¼«_. d Q.. . 10/,dt", 1----+-----+---------------l-----l-----t----l----l _PLANNING ~ DATE l--::-:-=-+~----+---------------l-----1-----t----l----l DWN BY: __ DAlE INlllAL DAlE INITIAL DAlE INlllAL CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. LPC2:02:3-0005 CDP2:02:2:-0014 DRAWING NO. 542 -11 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 A 200'-0' +/. 4'MO" 10'-0" ~ TYP. END SPAN JYP. INTERMEDIATE SPAN EXISTING WALL (WITHOUT GUTTER) EXISTING • 8" DIA MIN. SECTION A-A EXISTING CABLE RAILING SCALE: 1/2" = 1'-0" 8" DIA MIN. SECTION B-B EXISTING 311,8 cb 't-JIII :-t-._ ~l==:-';:;~~a2c_"L --J=i~-,-.T,-,;:M::A~□T~C~~IN~ -~EE SHEET LC-OS ', -b.c'j __ \ '--.._ SEWERMH -• --- PER DWG. 534-6 ' .1;=,--~ -_:_. ·-=----'- 11\1 -- , ____ __, -----""'1= • . ., .. RETAINING WALL (WITH GUTTER) EXISTING ELEVATION 31 .1 FS L 10'-0' 1000'MAX. ~ 6 1---~-----i..l-l ~ 4'-0" P INTERMEDIATE SPA TYP. END SPAN RETAINING WALL (WITH GUTTER) NEW CONSTRUCTION PEJAH L EGENP \\ I • \ I I 0¼" DIA EYE BOLTS IN¾' DIA DRILLED HOLES PEEN ENDS OF SOL TS, TYP. 0 ¼" DIA. BOLT-PEEN END @JAW END 01/,, DIA TURNBUCKLE WITH 4Y," ADJUSTMENT TYP. 4 (2) ¼" DIA. CABLE CLAMPS PER END 5 INTERMEDIATE TURNBUCKLE 6 ¾" DIA DRILLED HOLE 7 PIPE NPS 1 ¼" STD. B ¾" DIA. TRUSS RODS 10 POST CAP TO BE A DRIVEN FIT, TYP. 11 PIPE NP$ 2" STD. POST 18 EYE BOLT OR EYE END OF TURNBUCKLE 19 CRIMPED SLEEVE CLAMP 26 4"x5'x9" OR 5' DIA x 9' POST POCKET 27 EXISTING CONCRETE GUTTER. (REMOVE AND REPLACE SUFFICIENT LENGTH OF GUTTER TO ALLOW INSTALLATION OF RAILING POST) ALTERNATIVE CABLE CONNECTION ALTERNATIVE DEAD END ANCHORAGE SECTION C-C NEW CONSTRUCTION POST POCKET NOTES: 1. MAXIMUM DISTANCE BETWEEN TURNBUCKLES SHALL BE 200'-0"+/ •. 2. INTERMEDIATE TURNBUCKLES TO BE PLACED IN ADJACENT SPANS. 3. CABLE SHALL NOT BE SPLICED BETWEEN INTERMEDIATE TURNBUCKLES AND END POSTS. 4. AU POSTS, CABLE, AND HARDWARE TO BE GALVANIZED. 5. POSTS TO BE VERTICAL. 6. ALIGNMENT OF HOLES IN POSTS MAY VARY TO CONFORM TO SLOPE OF TOP OF RETAINING WALL. 7. THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL. 8. LINE POSTS SHALL BE BRACED HORIZONTALLY AND TRUSSED DIAGONALLY IN BOTH DIRECTIONS AT INTERVALS NOT TO EXCEED 1000'. 9. POST POCKETS TO BE CENTERED IN TOP OF WALL. 10. TYPICAL END SPANS, BRACED IN BOTH DIRECTIONS, SHALL BE CONSTRUCTED AT CHANGES IN LINE WHERE THE ANGLE OF DEFLECTION IS 15° OR MORE. 11. PROVIDE THIMBLES AT ALL CABLE LOOPS. FOR REFERENCE ONLY, BASED ON REVISED CAL TRANS STANDARD PLAN RSP B11-47 (ALL CURRENT UPDATES SHALL TAKE PRECEDENCE) P-21 05800-C N-09 LOT\ LINE \ \ I------. \ \ 316.0 HP 316.3 TOP OF SLOPE -{J 16.3 F '-<, cc '-'.,: - 0 \'\GSCA \\erso FOR CONSTRUCTION LEGEND -SEE SHEET LC-04 -.,;;::;-=-=-. -------i11--::----1~11Q 315.3 TG ~ 313.3IE 316.8 F \ •. 316'3 FG 10 ) \ I 316.3 FG 6.3FG 5 0 I 10 20 -----'- SCALE: 1"•10'-0' ' I I LIMIT OF GRADING I LAND DISTURBANCE (TYP.) -LOTLINE CONSTRUCTION PLAN LC-08 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE -LOCATIDN OF PLANTING AREA. KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 "AS BUILT" RCE __ _ EXP,----DATE REVIE'wED BY• INSPECTOR DATE , ·~t----t--+----------+--+--+---+---11 SHt~TII CITY OF CARLSBAD ~,, _ PLANNING DIVIS □N g mp ~~~ 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandatch.com T 858 558 8977 OCEAN VIEW POINT CARLSBAD, CA 92008 APN: XXX-XXX-XX-XX APPROVED __ __,.C!',_~~:!{J~:jl::'.::'.:::::::____ JC {,t,i{Z,} f---t--+------------------lf---l----1------1----1 PLANNING DATE ENGINEER OF WORK REVISION DESCRIPTION t---,D"'ArnTErl"IN""ITI"'A"L+------~-----------if--=-l-,,=,--l------1----1 DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CH LPC2023 0005 OTHER APPROVAL CITY APPROVAL u::Rl.YVWD.!!KD!:!...!:~!.!.~::..:: ===..l '-'Ce,,Dc...P=.20::,2:.e2c..=.oc:OO,c.cl_,_4 __ __, 542-11 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 A 0sAWCUT JOINT,½" DEEP, 5' O.C. UNLESS NOTED 0¼• PRE-MOLDED EXP. JOINT SET BELOW CONCRETE SURFACE, SAWCUT CONCRETE 1' DEEP TO COMPLETE JOINT, 20' O.C. UNLESS NOTED •;,.·.· ..;•,;.· ~::;-""':-,i.!·""'· ·""'•".'. ·':,-,F• "'.'. •• ;:"i .:"'.'. ~. '-;~-:/-~ 3 04" CONC. PAVING, COLOR AND FINISH ... , ·.··• ·.•: .·-.,'!',-..__q.,, PER NOTES , ._,, :: :-",' , ~ 0~~~6'tfTED SUB-GRADE PER SOILS I n,_J, ,,111111~~1~.~ .. ±±:_lfri iv--../ RUNNING SECTION END SECTION 0coNCRETE CURB WHERE OCCURS ©FINISH GRADE 1" @ TURF, 2" @SHRUB AREAS 0 WIDTH PER PLANS 02" THICK SAND BASE OR AS PER SOILS REPORT 0 ex6/10--10 W,W.M. CENTERED IN PAVING NOTE: SAND BASE AND AGGREGATE BASE THICKNESS SHALL BE DETERMINED BY SOILS REPORT AND "R" VALUE TESTING CONCRETE PAVING WITH SAWCUT JOINTS SCALE: 1112' = 1'-0" P-2105800-CN-07 SEE-, PER PLA N , 2 'M IN. ,, . . . CONCRETE MOW CURB SCALE: 3" = 1 '-0' ENLA RGEMENT )\ 0)(i) fa)q)~ BE LOW RIG:T 0.: ),.,ti ""I ' 9)(;)~ 00 ' ' ·;:_ / \ I«' 0 I I t ~ r- ,-.., I ~ , • • I I ~ I I ~ -0 ½ 0 r ~-I ,.. x 12" <( 'J "' ~ "' TYPICAL PLAN VIEW NOTES: -FINISH WI (1) COAT OF EPOXY BASED PRIMER '385' FROM AMERCOAT AND 12) COATS METAL EXTERIOR POLYURETHANE '450 HS' BY AMERCOAT, COLOR TO BE BLACK 06" SQUARE CONCRETE MOW STRIP (MIN. 2000 PSI AT 28 DAYS) ©FINISH GRADE 2" FOR GROUNDCOVER AREAS 3 FINISH GRADE 1" FOR LAWN AREAS 4 ½" RADIUS TROWELED EDGES (TYP.) 5 #3 REBAR CONT. (LAP 12' AT SPLICES) 6 95% COMPACTED SUBGRADE NOTE: PROVIDE CONTROL JOINTS AT 10'-0" 0.C. MAX. AND EXPANSION JOINTS AT 40'-0" MAX. 0.C. OR WHERE MOW STRIP ABUTS ANY CONCRETE IMPROVEMENT. P-2105800-CN-11 02" SQ. T.S. TOP, BOTTOM AND MID RAILS 02• SQ. T.S. GATE POSTS. SET IN 3Y," DIA x 18" DEPTH STEEL SLEEVES. FILL VOID WI NON-SHRINK GROUT (COLOR TO MATCH CONG.) ©GATE FRAME. 2" SQ. TUBULAR STEEL 02" SQ. T,S. POSTS W/ FLAT CAPS, 8' 0.C. MAX. 0HEAVY DUTY LATCH WI LEVER TYPE HANDLE. SELF CLOSING HYDRAULIC HINGE. ¾" DIA T.S. PICKETS @4Yi• O.C. WALL/COLUMN ATTACHMENT. PRE-DRILLED SLIDING END PLATES WI %'x3" LAG SCREW/LEAD ANCHOR ASSEMBLIES OR SIMILAR TYPE OF FASTENERS. OBTAIN APPROVAL OF ARCHITECT PRIOR TO USE. ©FINISH SURFACE OF PAVING ©SQUARE STEEL POST FLANGE WITH FLANGE COVER. (4) CONNECTION POINTS CONCRETE OR MASONRY SURFACE -FENCE & GATE CONNECTIONS TO THE BUILDING SHALL BE PER ARCHITECT WHERE THEY OCCUR. 0coNCRETE FOOTING, SLOPE TO DRAIN AWAY FROM POST @FINISHED GRADE '---..._ / SURFACE MOUNT -ALL TUBING SHALL HAVE BOTH ENDS WELDED CLOSED AND GROUND SMOOTH -ALL METAL FENCING CONNECTIONS SHALL BE CONTINUOUSLY WELDED. THERE SHALL BE NO WELDING OF FENCE MATERIALS IN THE FIELD -FENCE PANELS SHALL BE PRE-MEASURED 42" STEEL FENCE AND GATE SCALE: 1/2" = 1'-0" "' ' t;: ;;; <( -I :ii: :c -,-. u '?w N UJ Cl) PRIVATE LOT I IW,j..----4 ' ""'"'~ I 2 MAX. 1 ----' -ttt-'""m~ I I-7' TO T ) 8" 9 03" MUSHROOM WALL CAP BY VALORI PRECAST, COLOR CAPUCCINO IN SANDWASH FINISH 0 6x8x16 SPLITFACE CMU BLOCK, COLOR 'WHEAT BY ORCO. GROUT ALL CELLS WITH REBAR SOLID. GROUT COLOR TO MATCH BLOCK 0#4 REBAR @40" O.C. 0#6 STD. 'DUR-0-WALL' JOINT REINFORCEMENT(@, 24" O.C. 13 PLACES) PER UBC STD. 21-10. USE#5 STD. {f'l)R CURVED WALLS, USE #4 BAR) 5 #4 REBAR DOWEL@40" O.C., 18" MIN. LAP SPLICE 6 (2) #4 HORIZ. REBAR CONT. IN FOOTING 7 FINISH GRADE s CONT. CONCRETE FOOTING 9 COMPACTED SUBGRADE PER SOILS REPORT PROPERTY LINE MIN. FOOTING DEPTH FOR 7' TO DAYLIGHT WALL@ WALL@ WALL@ SLOPE TOP 1 FT. SETBACK 2 FT. SETBACK 2 TO 1 3'-6~ 3'-0n 2'-6" 3 TO 1 2'-4" 2'-0" -- SPLIT FACE CMU WALL-FREESTANDING SCALE: 112' = 1'-0" P-2105800-CN-18 PRIVATE LOT R.0.W. ~ I ,__; :,: "' -!-., ... ' Cl) w ix :;: z ~ &, 42" / 6' HT . STUCCO WALL SCALE: 1/2" = 1 '-0" @coMPACTED SUBGRADE PER SOILS REPORT ®THREADED MASONRY ANCHORS WITH MINIMUM 3" EMBEDMENT P-2105800-CN-C5 03' MUSHROOM WALL CAP BY VALORI PRECAST, COLOR CAPUCCINO IN SANDWASH FINISH §8x8x16 CMU BLOCK-GROUT ALL CELLS SOLID #4 REBAR@ 32" 0.C. #6 STD. 'DUR-0-WALL' JOINT REINFORCEMENT (@, 24" 0.C. (3 PLACES} PER UBC STD. 21-10. IJSE #5 STD., (FOR CURVED WALLS USE #4 BAR) 0#4 REBAR DOWEL@32" 0.C., 18" MIN. LAP SPLICE 6 (2) #4 HORIZ. REBAR CONT. IN FOOTING 7 FINISH GRADE B CONT. CONCRETE FOOTING 9 SMOOTH STEEL TROWEL STUCCO FINISH, COLOR TO BE 'CRYSTAL WHITE' BY EXPO STUCCO SCREED COMPACTED SUBGRADE PER SOILS REPORT PROPERTY LINE NOTE: APPLY GRAFIGONE VVP-10 ANTI-GRAFFITI COATING TO ALL STUCCO AND MASONRY SURFACES ON R.0.W, SIDE. AVAIL FROM GRAFIGONE INC., (800) 560-8900 P-2105800-CN-01 SEE CHART FOR GAP-:/i;iY"'i-' t SECTION SLIP JOINT DETAIL SEE CHART FOR MAX. CROWN LENGTH t 1 SEE CHART FOR MAX. CROWN HEIGHT ELEVATION -CROWN DIMENSIONS BEND-A-BOARD CHART MAXIMUM MAXIMUM RECOMMENDED SLiP JOINT HOR. ACTUAL RADIUS CROWN GAP AT SLIP HAIRPIN SIZE D!MENSiONS POSSIBLE POSSIBLE JOINT DIMENSIONS 1'X4" 31/2" X 314" X 2 □' 3 24• 19"/ 20' 114•" 1.'? 1/2" 314" ID X 1J" 1 2'X4" 1r.l'X11/2"X20'5 ,. 18"/ 20' -3/4' :w.· 0 112" ID X 13" 1"X6" 112." X 314' X 20' 51.12' 24' ff'/ 20' X13'314'•1" If.!' -3/4'WA 2'X6" X 11!2' X 16' :w NIA ©FINISHED GRADE, GROUND COVER, PLANTING AREAS ©FINISHED GRADE TURF AREA ©FACTORY CUT THERMAL EXPANSION SLIP JOINT 07 GA. GALVANIZED STEEL HAIRPIN, SEE CHART FOR WIDTH 01"x6' BEND-A-BOARD 'MENDOCINO REDWOOD' PLASTIC HEADER BOARD 0PLASTIC STAKE(@, 3' 0.C. MAX. USE PLATED DECK SCREWS FOR ATTACHMENT INSTALLATION TIPS: 1.USE COARSE WOOD WORKING TOOLS FOR CUTTING AND DRILLINGS. 2.USE PLATED SCREWS OR RING SHANK NAILS TO JOIN BOARDS. 3.ALLOW FOR THERMAL EXPANSION AT THE SLIP BY LEAVING GAPS IN JOINTS OR AT THE END OF THE RUN. 4.DO NOT SCREW THROUGH SLIP JOINT. II Ii I ENTRY PLAN VIEW -NTS /I I 0sTUCCO WALL. SEE DETAIL I/LC-09 0slGNAGE PER SIGN CONSULTANT. SHALL NOT EXCEED 60 SQUARE FEET PER MUNICIPAL CODE 21.41.095 C BEND-A-BOARD PLASTIC EDGING 1--'s"c"'"AL""E:-;,3,,;14""" =""1""·-0""" .......... ...;;;;....;...;;;;;;..;;.; ..... ..,......;;;~.;;..;.--;;.... _______ ..,P'"'-2"'10"'ss"'oo'"'-c""N"'-03,.... .. II D ENTRY MONUMENT SCALE: 3/8" = "'-0" P-2105800-CN-36 - NOTES: CONTRACTOR SHALL CONFIRM COLOR & VINYL FENCING MANUFACTURER WITH OWNER PRIOR TO ORDERING MATERIALS. 3' CLEAR ;,!; Jl • • ill I m==:i ,=1 wk i,, -~~12" J I F 5' HIGH PEDESTRIAN VINYL GATE SCALE: 318" = 1'-0" J 6' HT. SPLITFACE CMU PILASTER SCALE: 112" = 1'-0" 0DOMEDCAP 02•x5Y,• VINYL TOP AND BOTTOM RAIL WITH CUT OUT FOR 1x6 T&G 3 5"x5" VINYL POST 4 1" x 6" VINYL TONGUE AND GROOVE 5 FINISH GRADE 6 COMPACTED SUBGRADE PER SOILS REPORT 0a•x24• DOMED CONCRETE FOOTING CONCRETE FOOTING, SLOPE TOP TO DRAIN AWAY FROM POST 8 2"x6" VINYL UPRIGHT 9 T-HINGE TOP AND BOTTOM LATCH 11 PLASTIC PLUG P-2105800-CN-04 019• SQUARE X3" THICK FLAT MUSHROOM PRECAST PILASTER CAP IN 'CAPPUCCINO' WITH SANDWASH FINISH BY VALORI PRECAST 016x8x16 SPLIT-FACE CMU PILASTER BLOCK IN 'WHEAT' COLOR BY ORCO. GROUT ALL CELLS SOLID. GROUT SHALL MATCH BLOCK COLOR 3 #4 VERT. REBAR@ EACH CORNER 4 #4 REBAR TIES A7 24" O.C. 5 FINISHED GRADE 6 CONCRETE FOOTING 7 COMPACTED SUBGRADE PER SOILS REPORT 0(4) #4 REBAR EACH WAY 0(4) #4 REBAR DOWELS, 24" MIN. LAP SPLICE P-2105800-CN-06 ISOMETRIC N01E + APPLY GR!fiGOl/i WP-10 ANTI-GRN'FITI COATING TOAlL MASO.'IRY SURFACES, AVAIL FROM GRAFIGONE IIC., (00015o~8illl + FENCE ?OST SHALL St CENTEREO ON CMU BLOCK WALL + '/HV FENCE POOTS SHALL BE SET TO ALLOW BO HOM RAIL TO S:T ON TOP OF WALL CAP + KEEPREBAR3'CLEARONAlLSIDES Cl) "'z w :'5 0.. "- ~ :::! :,: > 13 POST ENLARGEMENT "' " DETAIi LEGEND 0 a,u PRECiSrn BlOCK WITH STIJCCOFINISHTO MATCH ARCHITECTURE 0s1m STANCH'ON, ilN.1l lNSiDE POST, EIIBED MIN.15' IN WA 83 114 VERT RERIR@l6'0.C. Gli\SS BOTTOM RAIL §F!N!SH GRADE,IINIS!i SURFACE FENCE POOTWITH GLASS VIIIYL OONTINUCUS COOCRETE FOOTING 0 OOMPACTED ~JBGPADE PER SDILS REPORT T9APERED GLASS ,._, BOHOM IWL 1,!llJNlED WITH CONSTRUCTION ADHrnVE POSTC!P GIASS\'IWL TECHWALl POCKET FILLER PIJIASEJ\l WATERPROOFING OR APPROVED EllJAL I= 1 s ITEM OMITTED -1 #4 HORl1. REBAR@24'0C. =:: = i I I] ITEM OMITTED 111 i' 111 Ii' 1111 i I ii (2)114HORIZONTALREBAA CONlWHERESliOWN SECTION AT SPA WALL GLASS VIEW FENCE AND MASONRY COMBO WALL SCALE: 112" = 1'-0" CONSTRUCTION DETAILS & NOTES LC-09 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. P-2105800-CN-34 KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 11 AS BUILT" RCE __ _ EXP,----DATE REVIEIJED BY, INSPECTOR DATE d~ , s~~T]I CITY OF CARLSBAD -..,, 1----1---+-----------------1-----1---4----1-----I . PLANNING DIVIS □N g m p LANDSCAPE OCEAN VIEW POINT 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION CARLSBAD, CA 92008 AP~ XXX-XXX-XX-XX APPROVED PLANNING DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2023-0005 CDP2022-0014 DRAWING NO. 542-11 GMP JOB NO: 21-058 PLOT DA TE: October 4, 2023 ELEVATION PER STRUCTURAL CALCS. -- SECTION END PILASTER ENTRY GATE SCALE: 318" = 1'-0" ~ ,-: :r: .... . .• . <J) • w 0:: • ~ " . STUCCO PILASTER SCALE: 1/2" = 1'-0" / "' ----/ --\ I \t \ I .......... \ I .......... ~ / / -~ 019" SQUARE X 3" TH !CK FLAT MUSHROOM PRECAST PILASTER CAP IN 'CAPPUCCINO' WITH SANDWASH FINISH BY VALOR! PRECAST 016x8x16 CMU PILASTER BLOCK. GROUT ALL CELLS SOLID. 0sMOOTH STEEL TROWEL STUCCO FINISH, COLOR TO BE 'CRYSTAL WHITE' BY EXPO 4 #4 VERT. REBAR@ EACH CORNER 5 #4 REBAR TIES A7 24" 0. C. 6 FINISHED GRADE 7 CONCRETE FOOTING 6 COMPACTED SUBGRADE PER SOILS REPORT 0(4) #4 REBAR EACH WAY 0(4) #4 REBAR DOWELS, 24" MIN. LAP SPLICE P-2105800-CN-16 I, EQ. , .. -· 1 (11 8 17 6 I 1/4 4" 17' . EQ. ' I I I I I I 314" = 1'-0' I I \ \ \ NOTE: GATES ARE TO BE APPROVED BY THE FIRE MARSHALL. PEDESTRIAN ENTRY GATE SCALE: 318" = 1'-0" ,. , ' -,..,,_) i ><- P-2105800-CN-37 EQ . ~ :z UJ -f-"" >< • UJ <O NOTE 17' . ' • GATE LANDING • . ·MAX2% SLOPE ANY DIRECTION . • • 3' . PEDESTRIAN GA TE - TYPICAL PLAN VIEW EQ. . 9 ++FINISH WI (1) COAT OF METAL PRIMER AND (2) COATS METAL EXTERIOR GLOSS, COLOR TO MATCH STEEL FENCE ++ALL TUBING SHALL HAVE BOTH ENDS WELDED CLOSED AND GROUND SMOOTH ++ALL METAL FENCING CONNECTIONS SHALL BE CONTINUOUSLY WELDED. THERE SHALL BE NO WELDING OF FENCE MATERIALS IN THE FIELD ++ALL MATERIALS TO BE FULLY HOT DIP GALVANIZED BEFORE INSTALLATION IN FIELD, REFER TO SPECIFICATIONS ++CONTRACTOR TO PROVIDE GATE SHOP DRAWINGS FOR APPROVAL PRIOR TO PURCHASING MATERIALS ++KNOX PADLOCK SHALL BE INSTALLED PER CITY OF SAN DIEGO FIRE DEPT. REQUIREMENTS. ++A SPHERE OF 4" IN DIAMETER SHALL NOT PASS THROUGH ANY OPENING IN THE GATE UP TO A HEIGHT OF 48 INCHES FROM THE GROUND ++CONTRACTOR SHALL MOCK-UP A SINGLE PILASTER IN THE FIELD FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PURCHASING ALL PILASTER MATERIALS ++KEEP ALL REBAR 3" CLEAR. 45" OVER LAP MIN. ++EACH GATE SHALL RECEIVE (1) LEADING EDGE SENSOR AND (2) STATIONARY SENSORS ++GATES ARE TO BE APPROVED BY THE FIRE MARSHALL. PEIAII I FGFNP 1 STUCCO PILASTER. SEE DETAIL ULC-10 ' STUCCO WALL. SEE DETAIL I/LC-09 3 2" SQUARE TUBULAR STEEL FRAME 4 1.5" SQUARE HORIZONTAL TUBULAR STEEL RAILS ©HEAVY DUTY SELF LOCKING KEYED LATCH W/ LEVER TYPE HANDLE. INSTALL STAINLESS STEEL PUSHBAR PANIC HARDWARE, CAL-ROYAL#9800, 42" FROM FINISH PAVING, ON INTERIOR SIDE OF GATE . ©SELF CLOSING, SPRING LOADED, 'KANT-SLAM' CLOSURE WELDED ON HINGE SIDE 0KEY FOB READER BY OTHERS ©ELECTRIC CONDUIT FOR KEY FOB READER ©THICKENED EDGE CONCRETE AT GATE ©FINISH SURFACE OF PAVING ll SCA p erso/J ,.,0 -' V-• ""' on w -, ' -' . . §STUCCO PILASTER. SEE DETAIL ULC·10 STUCCO WALL. SEE DETAIL I/LC-09 16"X8"X16'' CMU BLOCKS. GROUT ALL CELLS SOLID 0sTEEL REBAR REINFORCEMENT PER 'STUCCO PILASTER' DETAIL. §REINFORCED CONCRETE FOOTING CONCRETE CURB PER CIVIL PL.ANS 6X6X1/2' EMBED PL.ATE WITH (4) 112" DIAMETER X 5" HEADED STUDS INTO CMU (TYP. OF 3) 04X6" TUBULAR STEEL POST WELDED TO EMBEDDED PLATE WITH WELDED CAP HEAVY DUTY HINGE '2: SQUARE TUBULAR STEEL FRAME 1.5" SQUARE HORIZONTAL TUBULAR STEEL RAILS @HEAVY DUTY SELF LOCKING KEYED LATCH WI LEVER TYPE HANDLE. INSTALL STAINLESS STEEL PUSHBAR PANIC HARDWARE, CAL-ROYAL#9800, 42" FROM FINISH PAVING, ON INTERIO SIDE OF GATE. 0 SELF CLOSING, SPRING LOADED, 'KANT .SLAM' CLOSURE WELDED ON HINGE SIDE 0 KEY FOB READER BY OTHERS @ELECTRICAL CONDUIT FOR KEY FOB READER ©KNOX BOX PER FIRE DEPT. STANDARDS, LOCATIONS PER PLAN. MOTOR PER FENCE CONTRACTOR ELECTRIC CONDUIT COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 0 FINISHED GRADE ®FINISHED SURFACE OF PAVING P-2105800-CN-35 CONSTRUCTION DETAILS & NOTES LC-10 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 "AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE'wED BY• INSPECTOR DATE ~~1----l----1---------------4----1----1--__j_---ll S~EfT II CITY OF CARLSBAD .,.,, _ PLANNING DIVISON g mp ~~~ OCEAN VIEW POINT 3176 Lionshead Ave Suite 102 Carlsbad. CA 92010 gmplandarch.c:om T 858 558 8977 CARLSBAD, CA 92008 APN, XXX-XXX-XX-XX APPROVED 10(~,tz, 1-----1-----4-----------------~----1---l----1-----1 ::;P:::L::::::AN::::N::l:::N::::G===;--;::::========:::D:::A::::T:::E==::::! DWN BY: PROJECT NO. DRAWING NO. CHKD BY:__ LPC2023-0005 542-11 RVWD BY: CDP2022-0014 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 CONSTRUCTION SPECIFICATIONS PORTLAND CEMENT CONCRETE PART I -GENERAL 1.1 RELATED DOCUMENTS A. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, APPLY TO THIS SECTION. 1.2 SUMMARY A. EXTENT OF PORTLAND CEMENT CONCRETE PAVING IS SHOWN ON DRAWINGS, INCLUDING CURBS, GUTTERS, WALKWAYS AND PAVEMENT. B. PREPARED SUB-BASE IS SPECIFIED IN DRAWINGS. 1.3 SUBMITTALS A. PROVIDE SAMPLES, MANUFACTURER'S PRODUCT DATA, TEST REPORTS, AND MATERIALS' CERTIFICATIONS AS REQUIRED IN REFERENCED SECTIONS FOR CONCRETE AND JOINT FILLERS AND SEALERS. 1.4 QUALITY ASSURANCE A. CODES AND STANDARDS: COMPLY WITH LOCAL GOVERNING REGULATIONS IF MORE STRINGENT THAN HEREIN SPECIFIED. 1.5 JOB CONDITIONS A. TRAFFIC CONTROL: MAINTAIN ACCESS FOR VEHICULAR AND PEDESTRIAN TRAFFIC AS REQUIRED FOR OTHER CONSTRUCTION ACTIVITIES. PART 2 -PRODUCT 2.1 MATERIALS A. FORMS: STEEL, WOOD, OR OTHER SUITABLE MATERIAL OF SIZE AND STRENGTH TO RESIST MOVEMENT DURING CONCRETE PLACEMENT AND TO RETAIN HORIZONTAL AND VERTICAL ALIGNMENT UNTIL REMOVAL. USE STRAIGHT FORMS, FREE OF DISTORTION AND DEFECTS. 1. USE FLEXIBLE SPRING STEEL FORMS OR LAMINATED BOARDS TO FORM RADIUS BENDS AS REQUIRED. 2. COAT FORMS WITH A NON-STAINING FORM RELEASE AGENT THAT WILL NOT DISCOLOR OR DEFACE SURFACE OF CONCRETE. B. REINFORCING BARS: DEFORMED STEEL BARS, ASTM A 615, GRADE 60. C. LIQUID-MEMBRANE FORMING AND SEALING CURING COMPOUND: COMPLY WITH ASTM C 309, TYPE I, CLASS A UNLESS OTHER TYPE ACCEPTABLE TO ARCHITECT. MOISTURE LOSS NO MORE THAN 0.055 GR.ISO. CM. WHEN APPLIED AT 200 SQ. FT./GAL. 1. AVAILABLE PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PRODUCTS WHICH MAY BE INCORPORATED IN THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 2. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: 'MASTERSEAL': MASTER BUILDERS 'A-H 3 WAY SEALER'; ANTI-HYDRO WATERPROOFING CO. 'ECOCURE"; EUCLID CHEMICAL CO. "CLEAR SEAL"; AC. HORN "J-20 ACRYLIC CURE"; DAYTON SUPERIOR "SURE CURE"; KAUFMAN PRODUCTS, INC. 'AR-30": W.R. MEADOWS 'SPARTAN-COTE" THE BURKE CO. "SEALKURE"; TOCH DIV. -CARBOLINE 'KURE-N-SEAL" SONNEBORN-CONTECH. 'POLYCLEAR": 'upco CHEMCIAUUSM CORP. 'L&M CURE'; L & M CONSTRUCTION CHEMCIALS "KLEARSEAL": SETCON INDUSTRIES "LR-152"6• PROTEX INDUSTRIES 'HARDT P": GIFFORD-HILL 3. BONDING COMPOUND: POLYVINYL ACETATE OR ACRYLIC BASE, REWETTABLE TYPE. 1. AVAILABLE PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PRODUCTS WHICH MAY BE INCORPORATED IN THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: "J-40 BONDING AGENT'; DAYTON SUPERIOR CORP. "WELDCRETE:'i. LARSEN PRODUCTS "INTRALOK"; vv .R. MEADOWS "EVERBOND"; L & M CONSTRUCTION CHEMICALS "EUCOWELD"; EUCLID CHEMICAL CO. "HORNWELD"; AC. HORN "SONOCRETE"·bSONNEBORN-CONTECH "ACRYLIC BON CRETE"; THE BURKE CO. D. EPOXY ADHESIVE: ASTM C 881 , 2-COMPONENT MATERIAL SUITABLE FOR USE ON DRY OR DAMP SURFACES. PROVIDE MATERIAL 'TYPE", "GRADE", AND 'CLASS" TO SUIT PROJECT REQUIREMENTS. 1. AVAILABLE PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PRODUCTS WHICH MAY BE INCORPORATED IN THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: A. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: 'EPOXTITE"; A. C. HORN 'EDOCO 2118 EPOXY ADHESIVE"; EDOCO TECHNICAL PROD. 'SIKADUR HI-MOD"; SIKA CHEMICAL CO. "PATCH AND BOND EPOXY"; THE BURKE CO. "SURE-POXY"; KAUFMAN PRODUCTS, INC. 2.2 CONCRETE MIX, DESIGN AND TESTING A. DESIGN MIX TO PRODUCE NORMAL-WEIGHT CONCRETE CONSISTING OF PORTLAND CEMENT, AGGREGATE, WATER-REDUCING OR HIGH-RANGE WATER-REDUCING ADMIXTURE (SUPERPLASTICIZER), AIR-ENTRAINING ADMIXTURE, AND WATER TO PRODUCE THE FOLLOWING PROPERTIES: 1. COMPRESSIVE STRENGTH: 3000 PSI, MINIMUM AT 28 DAYS, UNLESS OTHERWISE INDICATED 2. SLUMP LIMIT: 8 INCHES MINIMUM FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE (SUPERPLASTICIZER) 3 INCHES FOR OTHER CONCRETE. 3. AIR CONTENT: 5 TO 8 PERCENT. PART 3 -EXECUTION 3.1 SURFACE PREPARATION A. REMOVE LOOSE MATERIAL FROM COMPACTED SUB-BASE SURFACE IMMEDIATELY BEFORE PLACING CONCRETE. PROOF-ROLL PREPARED SUB-BASE SURFACE TO CHECK FOR UNSTABLE AREAS AND NEED FOR ADDITIONAL COMPACTION. DO NO, BEGIN PAVING WORK UNTIL SUCH CONDITIONS HAVE BEEN CORRECTED AND ARE READY TO RECEIVE PAVING. 3.2 FORM CONSTRUCTION A. SET FORMS TO REQUIRED GRADES AND LINES, BRACED AND SECURED. INSTALL FORMS TO ALLOW CONTINUOUS PROGRESS OF WORK AND SO THAT FORMS CAN REMAIN IN PLACE AT LEAST 24 HOURS AFTER CONCRETE PLACEMENT. B. CHECK COMPLETED FORM WORK FOR GRADE AND ALIGNMENT TO FOLLOWING TOLERANCES: 1. TOP OF FORMS NOT MORE THAT 118 INCH IN 10 FEET. 2. VERTICAL FACE ON LONGITUDINAL AXIS, NOT MORE THAN 114 INCH IN 10 FEET. C. CLEAN FORMS AFTER EACH USE AND COAT WITH FORM RELEASE AGENT AS REQUIRED TO ENSURE SEPARATION FROM CONCRETE WITHOUT DAMAGE. D. SLOPE STEP TREADS AT 1/4 INCH PER FOOT TO DRAIN. 3.3 REINFORCEMENT A. LOCATE, PLACE AND SUPPORT REINFORCEMENT AS SPECIFIED IN DRAWINGS. 3.4 CONCRETE PLACEMENT A. DO NOT PLACE CONCRETE UNTIL SUB-BASE AND FORMS HAVE BEEN CHECKED FOR LINE AND GRADE. MOISTEN SUB-BASE IF REQUIRED TO PROVIDE A UNIFORM DAMPENED CONDITION AT TIME CONCRETE IS PLACED. DO NOT PLACE CONCRETE AROUND MANHOLES OR OTHER STRUCTURES UNTIL THEY ARE AT REQUIRED FINISH ELEVATION AND ALIGNMENT. B. PLACE CONCRETE BY METHODS THAT PREVENT SEGREGATION OF MIX. CONSOLIDATE CONCRETE ALONG FACE OF FORMS AND ADJACENT TO TRANSVERSE JOINTS WITH INTERNAL VIBRATOR. KEEP VIBRATOR AWAY FROM JOINT ASSEMBLIES, REINFORCEMENT, OR SIDE FORMS. USE ONLY SQUARE-FACED SHOVELS FOR HAND-SPREADING AND CONSOLIDATION CONSOLIDATE WITH CARE TO PREVENT DISLOCATION OF REINFORCING, DOWELS, AND JOINT DEVICES. 1. USE BONDING AGENT AT LOCATIONS WHERE FRESH CONCRETE IS PLACED AGAINST HARDENED OR PARTIALLY HARDENED CONCRETE SURFACES. 2. DEPOSIT AND SPREAD CONCRETE IN A CONTINUOUS OPERATION BETWEEN TRANSVERSE JOINTS AS FAR AS POSSIBLE. IF INTERRUPTED FOR MORE THAN 112 HOUR, PLACE A CONSTRUCTION JOINT. 3. WHEN ADJACENT PAVEMENT LANES ARE PLACED IN SEPARATE POURS, DO NOT OPERATE EQUIPMENT ON CONCRETE UNTIL PAVEMENT HAS ATTAINED SUFFICIENT STRENGTH TO CARRY LOADS WITHOUT INJURY. 3.5 JOINTS A. GENERAL: CONSTRUCT EXPANSION, WEAKENED-PLANE (CONTRACTION), AND CONSTRUCTION JOINTS TRUE TO LINE WITH FACE PERPENDICULAR TO SURFACE OF CONCRETE. CONSTRUCT TRANSVERSE JOINTS AT RIGHT ANGLES TO THE CENTERLINE, UNLESS OTHERWISE INDICATED. 1. WHEN JOINING EXISTING STRUCTURES, PLACE TRANSVERSE JOINT TO ALIGN WITH PREVIOUSLY PLACED JOINTS UNLESS OTHERWISE INDICATED. 8. WEAKENED-PLANE (CONTRACTION) JOINTS: PROVIDE WEAKENED-PLANE (CONTRACTION) JOINTS, SECTIONING CONCRETE INTO AREAS AS SHOWN ON DRAWINGS. CONSTRUCT WEAKENED-PLANE JOINTS FOR A DEPTH EQUAL TO AT LEAST 114 CONCRETE THICKNESS, AS FOLLOWS: 1. TOOLED JOINTS: FORM WEAKENED-PLANE JOINT IN FRESH CONCRETE BY GROOVING TOP PORTION WITH A RECOMMENDED CUTTING TOOL AND FINISHING EDGES WITH A JOINTER. C. CONSTRUCTION JOINTS: PLACE CONSTRUCTION JOINTS AT END OF PLACEMENTS AND AT LOCATIONS WHERE PLACEMENT OPERATIONS ARE STOPPED FOR MORE THAN 1/2 HOUR, EXCEPT WHERE SUCH PLACEMENTS TERMINATE AT EXPANSION JOINTS. D. EXPANSION JOINTS: PROVIDE PRE-MOLDED JOINT FILLER FOR EXPANSION JOINTS ABUTTING CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, STRUCTURES, WALKS, AND OTHER FIXED OBJECTS, UNLESS OTHERWISE INDICATED. 1. LOCATE EXPANSION JOINTS AS INDICATED ON DRAWINGS. 2. EXTEND JOINT FILLERS FULL WIDTH AND DEPTH OF JOINT, NOT LESS THAN 112 INCH OR MORE THAN 1 INCH BELOW FINISHED SURFACE WHERE JOINT SEALER IS INDICATED. 3. FURNISH JOINT FILLERS IN ONE-PIECE LENGTHS FOR FULL WIDTH BEING PLACED WHEREVER POSSIBLE. WHERE MORE THAN ONE LENGTH IS REQUIRED, LACE OR CLIP JOINT FILLER SECTION TOGETHER. 4. PROTECT TOP EDGE OF JOINT FILLER DURING CONCRETE PLACEMENT WITH A METAL CAP OR OTHER TEMPORARY MATERIAL. REMOVE PROTECTION AFTER CONCRETE HAS BEEN PLACED ON BOTH SIDES OF JOINT. 3.6 CONCRETE FINISHING A. AFTER STRIKING-OFF AND CONSOLIDATING CONCRETE, SMOOTH SURFACE BY SCREEDING AND FLOATING. USE HAND METHODS ONLY WHERE MECHANICAL FLOATING IS NOT POSSIBLE. ADJUST FLOATING TO COMPACT SURFACE AND PRODUCE UNIFORM TEXTURE. 8. AFTER FLOATING, TEST SURFACE FOR TRUENESS WITH A 10-FT. STRAIGHTEDGE. DISTRIBUTE CONCRETE AS REQUIRED TO REMOVE SURFACE IRREGULARITIES, AND RE-FLOAT REPAIRED AREAS TO PROVIDE A CONTINUOUS SMOOTH FINISH. C. WORK EDGES OF SLABS, GUTTERS, BACK TOP EDGE OF CURB , AND FORMED JOINTS WITH AN EDGING TOOL, AND ROUND TO 112-RADIUS, UNLESS OTHERWISE INDICATED. ELIMINATE TOOL MARKS ON CONCRETE SURFACE. D. AFTER COMPLETION OF FLOATING AND WHEN EXCESS MOISTURE OR SURFACE SHEEN HAS DISAPPEARED, COMPLETE TROWELING AND FINISH SURFACE AS FOLLOWS: 1. BROOM FINISH BY DRAWING A FINE-HAIR BROOM ACROSS CONCRETE SURFACE PERPENDICULAR TO LINE OF TRAFFIC. REPEAT OPERATION IF REQUIRED TO PROVIDE A FINE LINE TEXTURE ACCEPTABLE TO LANDSCAPE ARCHITECT. 2. ON INCLINED SLAB SURFACES, PROVIDE A COARSE, NON-SLIP FINISH BY SCORING SURFACE WITH A STIFF-BRISTLED BROOM, PERPENDICULAR TO LINE OF TRAFFIC. E. DO NOT REMOVE FORMS FOR 24 HOURS AFTER CONCRETE HAS BEEN PLACED. AFTER FORM REMOVAL, CLEAN ENDS OF JOINTS AND POINT,UP AND MINOR HONEYCOMBED AREAS. REMOVE AND REPLACE AREAS OR SECTIONS WITH MAJOR DEFECTS, AS DIRECTED BY LANDSCAPE ARCHITECT. 3.7 CURING A. PROTECT AND CURE FINISHED CONCRETE PAVING. USE MEMBRANE-FORMING CURING AND SEALING COMPOUND OR APPROVED MOIST-CURING METHODS. B. ANTI-SPALLING TREATMENT: APPLY TREATMENT TO CONCRETE SURFACES NO SOONER THAN 28 DAYS AFTER PLACEMENT, TO CLEAN, DRY CONCRETE FREE OF OIL, DIRT, AND OTHER FOREIGN MATERIAL. APPLY CURING AND SEALING COMPOUND AT A MAXIMUM COVERAGE RATE OF 300 S.F. PER GALLON. APPLY ANTI-SPALLING COMPOUND IN 2 SPRAYED APPLICATIONS. FIRST APPLICATION AT RATE OF 40 SQ. YARDS. PER GAL.; SECOND APPLICATION, 60 SQ. YARDS PER GALLON. ALLOW COMPLETE DRYING BETWEEN APPLICATIONS. 3.8 REPAIRS AND PROTECTIONS A. REPAIR OR REPLACE BROKEN OR DEFECTIVE CONCRETE, AS DIRECTED BY ARCHITECT. B. DRILL TEST CORES WHERE DIRECTED BY ARCHITECT WHEN NECESSARY TO DETERMINE MAGNITUDE OF CRACKS OR DEFECTIVE AREAS. FILL DRILLED CORE HOLES IN SATISFACTORY PAVEMENT AREAS WITH PORTLAND CEMENT CONCRETE BONDED TO PAVEMENT WITH EPOXY ADHESIVE. C. PROTECT CONCRETE FROM DAMAGE UNTIL ACCEPTANCE OF WORK. EXCLUDE TRAFFIC FROM PAVEMENT FOR AT LEAST 14 DAYS AFTER PLACEMENT. WHEN CONSTRUCTION TRAFFIC IS PERMITTED, MAINTAIN PAVEMENT AS CLEAN AS POSSIBLE BY REMOVING SURFACE STAINS AND SPILLAGE OF MATERIALS AS THEY OCCUR. 1. SWEEP CONCRETE PAVEMENT AND WASH FREE OF STAINS, DISCOLORATIONS, DIRT, AND OTHER FOREIGN MATERIAL JUST BEFORE FINAL INSPECTION. END OF SECTION CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTE ALL MATERIALS AND METHODS OF INSTALLATION SHALL BE PER "GREENBOOK' STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2015 EDITION, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CONTACT AND SCHEDULE WITH THE CITY THE FOLLOWING MASONRY INSPECTIONS: 1. CONCRETE FLA TWORK FORMING. 2. CONCRETE COMPLETION. GRADING AND DRAINAGE NOTES 1. ALL SURFACE DRAINAGE TO BE AWAY FROM ALL FOOTINGS, FOUNDATIONS AND BUILDING WALLS AT MINIMUM OF 2%. 2. CROSS SLOPE WALKS AND PAVING 2% MAXIMUM, UNLESS OTHERWISE NOTED. 3. SURFACE SLOPES SHALL BE A MINIMUM OF 2% TO DRAINS IN ALL PLANTING AREAS. 4. SPECIMEN TREES SHALL BE IN PLACE PRIOR TO INSTALLATION OF DRAIN LINE. DRAIN LINE PLACEMENT SHALL BE ADJUSTED AROUND TREES. 5. LAY DRAIN LINES WITH 2% MINIMUM FALL USE RIGIDU NON PERFORATED DRAIN PIPE. NO CORRUGATED TYPES IS TO BE USED. 6. ROUND TOES AND EDGES OF ALL SLOPES. CONTO R SLOPES BETWEEN WALKS AND BUILDINGS. DRAIN SWALES ARE TO BE INSTALLED BETWEEN BASE OF SLOPES AND WALKS, PAVING AND BUILDINGS. 7. REFER TO CIVIL ENGINEER DRAWINGS FOR ADDITIONAL GRADES AND INFORMATION. VERIFY ON-SITE AND REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE START OF ANY WORK ON THIS CONTRACT. 8. WHEN PERFORATED DRAIN PIPE IS SPECIFIED PERFORATIONS IN PIPE SHALL FACE DOWNWARD IN TRENCH. 9. VERIFY ALL INVERT ELEVATIONS AT PROPOSEb TIE-INS PRIOR TO INSTALLATION. MAKE ANY ADJUSTMENTS AS NECESSARY TO ALLOW 2% MINIMUM FALL FOR REQUIRED DRAINAGE OF LINES. 10. ALL TOP-OF-GRADE AND INVERT ELEVATIONS INDICATED ARE APPROXIMATE. VERIFY IN FIELD TO INSURE 2% MIN. 11 CONSULT OWNER FOR FS OF ENTRY STOOP IN RELATION TO FF OF BUILDING. ENTRY STOOP TO BEA MINIMUM OF 1" BELOW STUCCO SCREEDS. 12. CONTRACTOR SHALL ENSURE THAT EARTH MOUNDING DOES NOT INTERFERE WITH SWALES DEPICTED ON CIVIL ENGINEER'S GRADING PLAN. 13. MAINTAIN 12" MINIMUM COVER OVER ALL DRAIN LINES. CONCRETE FLATWORK 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3,000 PSI. CEMENT SHALL BE TYPE 1. USE ONLY 314" AGGRAGATE,_ CONTRACTOR SHALL INSURE MIX FROM BATCH PLANT IS FREE OF DELITERIOUS MATERIALS 2. REINFORCINc, SHALL COMPLY WITH ASTM A615, GRADE 40 OR TO NOTES ON DETAILS. 3. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE COLUMNS, WALLS OR SLABS UNLESS SPECIFICALLY DETAILED. 4. REINFORCING DETAILING SHALL CONFORM TO THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE," LATEST EDITION. 5. REINFORCING. ANCHOR BOLTS AND ALL OTHER EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION PRIOR TO PLACING CONCRETE • 6. WALLS AND COLUMNS SHALL BE DOWELED FROM SUPPORTS WITH BARS OF THE SAME SIZE AND SPACING. 7. SPLICE CONTINUOUS REINFORCING WITH 40 DIAMETERS MINIMUM LAP. 8. ALL EXPANSION JOINTS SHALL RECEIVE 112-INCH PRE-MOLDED FELT MATERIAL INSTALLED WHERE INDICATED, AT ALL BUILDINGS, WALLS AND FIXED IMPROVEMENTS. 9. ALL EXPANSION JOINTS SHALL RECEIVE 112-INCH THICK SEALING COMPOUND. COLOR TO MATCH ADJACENT SURFACE COLOR. 10. ALL CONCRETE WALKS AND CONCRETE ACROSS DRIVES SHALL RECEIVE A MEDIUM BROOM FINISH, UNLESS OTHERWISE INDICATED. 11. CONTROLJOINTS SHALL BE TOOLED 1/4-INCH WIDE BY 1/4-INCH DEEP AS INDICATED. 12. WEAKENED PLANE JOINTS SHALL BE 114-INCH WIDE BY 112 SLAB THICKNESS DEEP. METAL FENCING/ GATES 1. FENCING SHALL BE SEAMLESS STEEL TUBING (UNLESS OTHERWISE SPECIFIED), GRADE B, CONFORMING TO ASTM A511-81. REFER TO PLANS FOR GALVANIZED OR POWDER COATING. 2. LANDSCAPE CONTRACTOR SHALL SECURE ALL FIELD MEASUREMENTS REQUIRED FOR PROPER AND ADEQUATE FABRICATION AND INSTALLATION. 3. FENCING AND GATES SHALL BE FABRICATED AND ASSEMBLED IN THE SHOP TO THE GREATEST EXTENT POSSIBLE. 4. ALL WELDS AND OTHER CONNECTIONS EXPOSED IN THE FINISHED WORK SHALL BE GROUND AND DRESSED SMOOTH AND SO THAT THE SHAPE AND PROFILE OF THE ITEM WELDED IS PRESERVED. 5. GATES SHALL RECEIVE HEAVY-DUTY SPRING LOADED HINGE ASSEMBLIES WITH SELF-LATCHING HARDWARE. 6. REFER TO NOTES FOR FINISH. ALL SURFACES MAY BE PRIME COATED WITH SYNTHETIC, RUST-INHIBITING PRIMER OR GALVANIZED OR POWDER COATED. FINAL FINISH SHALL BE ELECTROSTATICALLY APPLIED OF TWO(,) COATS OF A GLOSS ALKYD ENAMEL. SEE PLAN FOR COLOR. 7. ALL GA TES SHALL BE SELF-CLOSING WITH STEEL STOPS. 1. ALL LUMBER SHALL BE DOUGLAS FIRWNO. 2 GRADE OR BETTER! UNLESS OTHERWISE INDICATED. 2. ALL LUMBER SHALL BE MILLED RESA N, UNLESS OTHERWISE NDICATED. 3. ALL CONNECTORS, ANCHORS AND ACCESSORIES, INCLUDING NAILS, SHALL BE FABRICATED STRUCTURAL STEEL AND SHALL BE HOT DIPPED GALVANIZED. 4. ALL SURFACES SHALL BE PAINTED WITH ONE (1) COAT OF EXTERIOR PRIMER AND TWO (2) COATS OF WEATHER-RESISTANT ALKYD ENAMEL. COLOR FINISH SHALL BE AS INDICATl:D ON PLANS. 5. ALL GATES SHALL BE SELF-CLOSING WITH STEEL STOPS. 6. INSTALL WOOD FILLER TO FILL ALL IMPERFECTIONS ON ALL PRESSURE TREATED WOOD MEMBERS PRIOR TO PRIMING OR PAINTING. TIL!i:/P,A,VE~S 1. CONTRACTOR SHALL SUBMIT A SAMPLE OF EACH TYPE OF TILE/PAVER AND GROUT COLOR INDICATED ON PLANS TO LANDSCAPE ARCHITECT FOR APPROVAL BEFORE STARTING WORK. 2. CERAMIC TILE GROUT SHALL BE ONE (1) PART PORTLAND CEMENT AND ONE (1) PART GRADED SAND WITH COLOR AND WATERPROOFING ADDITIVES 3. SETTING BED: SPREAD SETTING MORTAR BED ON FRESHLY PREPARED SLABS. MINIMUM THICKNESS AS SHOWN ON DRAWING. VERIFY ELEVATION OF DRAINS AND POOL EQUIPMENT TO DETERMINE THAT PROPER PITCH FOR DRAINAGE CAN BE OBTAINED. IF ANY DRAINS OR FIXTURES ARE FOUND TO BE TOO HIGH OR TOO LOW, CORRECT BEFORE START OF WORK. SET SCREEDS TO REQUIRED LEVELS AND SLOPES. TAMP MORTAR DENSE AND SOLID. REMOVE ANY MORTAR NEARING INITIAL SET BEFORE TILE IS PLACED. 4. SETTING AND GROUTING TILES: AFTER SETTING BED HAS SET SUFFICIENTLY, SPRINKLE DRY PORTLAND CEMENT ON SURFACE AND COMMENCE LAYING TILE. SET STRAIGHT EDGES TO LINES ESTABLISHED TO KEEP JOINTS PARALLEL AND UNIFORM OVER ENTIRE AREA. TAMP TILE SOLIDLY INTO BED USING WOOD BLOCKS OF SIZING INSURING SOLID BEDDING FREE FROM DEPRESSIONS AND HIGH SPOTS. FINISH FLUSH WITH ADJACENT PAVING, POOL EQUIPMENT AND/OR DRAINS. WHEN READY, FILL JOINTS FULL AND FLUSH WITH SPECIFIED GROUTbWIPE EXCESS GROUT FROM FACE OF TILE, AND LEAVE ALL JOINTS FINISHED AT UNIFORM DEPTH. 5. GROUT COLORS FOR BRICK AN TILE SHALL BE AS CALLED OUT ON CONSTRUCTION PLAN OR DETAILS. ACCESSIBLE RAMPS AND RAILINGS 1. ONE IN EVERY 8 ACCESSIBLE SPACES ARE SERVED BY AN ACCESS AISLE 96" IN WIDTH AND DESIGNATED AS VAN ACCESSIBLE, PER SECTION 1129B.4.2. 2. IF ANY PROPOSED WALKS SLOPE EXCEEDS1 :20 (5%) THEY MUST COMPLY WITH RAMP REQUIREMENTS OF SECTION 1133B,5, PER SECTION 11338,7-3. 3. A 60" X 60" LEVEL AREA WITH SLOPE NOT TO EXCEED 2% IN ANY DIRECTION WILL BE PROVIDED AT AREAS WHERE A DOOR OR GATE SWINGS TOWARD THE WALK IN THE ACCESSIBLE ROUTE OF TRAVEL, PER SECTION 1133B,7-5. 4. A 36" WIDE DETECTABLE WARNING MATERIAL SHALL BE PROVIDED AT BOUNDARIES BETWEEN WALl'/NAYS VEHICULAR WAYS. MATERIAL SHALL COMPLY WITH CRITERIA OF SECTION 11338.8.3.1 THROUGH SECTION 1133B 8.3, PER SECTION 1133B_ .8.4. 5. EVERY PASSAGE DOOR SHALL HAVE 32" CLEAR WIDTH, PER SECTION 11338.2.3.1. GATE ACCES, SHALL BE 36" WIDE 6. A LEVEL FLOOR OR LANDING WITH SLOPE NOT TO EXCEED 2% IN ANY DIRECTION Wlt.L BE PROVIDED ON EACH SIDE OF ALL DOORS. THE FLOOR OR LANDING IS TO BE 1/2" LOWER THAN THE DOORWAY THRESHOLD, PER SECTION 1133B,2-4-1. 7 HANDRAILS SHALL BE PROVIDED ON EACH SIDE OF THE STAIRS PER SECTION 1133B,4-1. a: HANDRAILS ARE TO BE LOCATED BETWEEN 34" AND 38" ABOVE NOSING OF TREADS, PER SECTION 11338,4-2-1. 9. HANDRAILS EXTEND 12' BEYOND TOP NOSING AND 12" PLUS TREAD WIDTH BEYOND THE BOTTOM NOSING, PER SECTION 1133B,4-2-2. 10. HANDGRIP PORTIONS OF THE RAIL ARE: a-1114" AND 1112" IN CROSS SECTIONAL DIMENSION. b· THE SHAPE MAY PROVIDE AN EQUIVALENT GRIPPING SURFACE. c-THE HANDGRIP PORTION SHALL HAVE A SMOOTH SURFACE, WITHOUT ANY SHARP CORNERS. ADA PARKING AND SIGNAGE 1. THE MAXIMUM SLOPE OF THE PARKING SURFACE AT THE ACCESSIBLE SPACE AND ACCESS AISLE, IN ANY DIRECTION, IS 114" PER FT. 2. 1ig~~k1[c[lfrfJr?J d~i~E~ARi1~ ~fi~~Ni1irrt§} I h~~ttJ./'c\W1~~~ kiA~l~fR~~%1~TI$ ~8€fED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH SPACE. CONSISTING OF: A. A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. B THE SIGN SHALL BE 70" SQ. IN AREA. C. WHEN 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 WALL OF THE INTERIOR END OF THE PARKING SPACE 36' FROM THE PARKING SPACE FINISH GRADE GROUND OR SIDEWALK. E. SPACES COMPLYING WITH SECTION 1129B14-2 SHALL HAVE AN ADDITIONAL SIGN "VAN-ACCESSIBLE' MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY PER SECTION 1129B,5. F. IN ADDITION,.EACH ACCESSIBLE SPACE IS REQUIRED TO BE MARKED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. 3. AN ADDITIONAL olGN SHALL ALSO BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE 17" X 22" WITH LETTERING NOT 1" IN HEIGHT. PER SECTION 1129B 5 REQUIRED WORDING IS AS FOLLOWS: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AT OWNER'S EXPENSE. TDWED VEHICLES MAY BE RECLAIMED AT ___ OR BY TELEPHONING." FHA ACCESSIBILITY GUIDELINES ADDITIONAL ACCESSIBLE ROUTE NOTES FOR ACCESSIBILITY COMPLIANCE WITH FHA DM 1998, ICC/ANSI A117.1 -2003, AND 2010 ADA STD. 1. ACCESSIBLE ROUTES SHALL COMPLY WITH FHA OM 1998 REQUIREMENTS 1, 2, & 4, ANSI 2003 CHAPTER 4, INCLUDING SECTIONS 401 -410, AND 2010 ADA STD CHAPTER 4 INCLUDING SECTIONS 401 -410. 2. PROTRUDING OBJECTS ON CIRCULATION PATHS WITHIN COMMON USE AREAS TO COMPLY WITH ANSI 2003 SECTION 307, INCLUDING: a. PROTRUSION LIMITS: OBJECTS WITH LEADING EDGES MORE THAN 27" AND NOT MORE THAN 80" ABOVE THE FLOOR SHALL PROTRUDE4" MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. EXCEPTIONS INCLUDE HANDRAILS, DOOR CLOSETS, AND DOOR STOPS. b. POST MOUNTED OBJECTS: OBJECTS ON POSTS OR PYLONS SHALL BE PERMITTED TO OVERHAND 4" MAXIMUM WHERE MORE THAN 27" AND NOT MORE THAN 80" ABOVE THE FLOOR. OBJECTS ON MULTIPLE POSTS OR PYLONS WHERE THE CLEAR DISTANCE BETWEEN THE POSTS OR PYLONS IS GREATER THAN 12" SHALL HAVE THE LOWEST EDGE OF SUCH OBJECT EITHER 27' MAXIMUM OR 80" MINIMUM ABOVE THE FLOOR. c. REDUCED VERTICAL CLEARANCE: GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE OBJECT PROTRUSION IS BEYOND THE LIMITS ALLOWED BY SECTIONS 307.2 AND 307.3. AND WHERE THE VERTICAL CLEARANCE IS LESS THAN 80' ABOVE THE FLOOR. THE LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE 27' MAXIMUM ABOVE THE FLOOR. 3. PROTRUDING OBJECTS ON CIRCULATION PATHS WITHIN PUBLIC USE AREAS TO COMPLY WITH 2010 ADA STD SECTION 307, INCLUDING: a. 2010 ADA STD SECTION 307.2: PROTRUSION LIMITS b. 2010 ADA STD SECTION 307.3: POST-MOUNTED OBJETS c. 2010 ADA STD SECTION 307.4: VERTICAL CLEARANCE d. 2010 ADA STD SECTION 307.5: REQUIRED CLEAR WIDTH 4. FLOOR AND GROUND SURFACEScllNCLUDING FLOOR MATERIAL TRANSITIONS) IN COMMON USE AREAS SHALL BE STABLE, FIRM. AND SLIP RESISTANT AND SHALL C MPLY WITH ANSI 2003 SECTIONS 302, INCLUblNG: a. ANSI 2003 SECTION 302.2: CARPET b. ANSI 2003 SECTION 302.3: OPENINGS 5. CHANGES IN LEVEL (INCLUDING FLOOR MATERIAL TRANSITIONS) IN COMMON USE AREAS SHALL COMPLY WITH ANSI 2003 SECTION 303, INCLUDING: a. ANSI 2003 SECTION 303.2: VERTICAL b. ANSI 2003 SECTION 303.3: BEVELED c. ANSI 2003 SECTION 303.4: RAMPED 6. CHANGES IN LEVEL (INCLUDING FLOOR MATERIAL TRANSITIONS) WITHIN COVERED TENANT UNITS TO COMPLY WITH ANSI 2003 SECTION 403: WALKING SURFACES 7. FLOOR AND GROUND SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES WITH PUBLIC USE AREAS SHALL BE STABLE, FIRM, AND SLIP-RESISTANT AND SHALL COMPLY WITH 2010 ADA STD SECTION 302.1, INCLUDING: a. 2010 ADA STD SECTION 302.2: CARPET b. 2010 ADA STD SECTION 302.3: OPENINGS 8. CHANGES IN LEVEL (INCLUDING FLOOR MATERIAL TRANSITIONS) IN PUBLIC USE AREAS SHALL COMPLY WITH 2010 ADA STD SECTION 303.1, INCLUDING: a. 2010 ADA STD SECTION 303.2: VERTICAL b. 2010 ADA STD SECTION 303.3: BEVELED c. 2010 ADA STD SECTION 303.4: RAMPS ,d' LX-01 ' ~ LX-02 ."-. _,__ :-< .,-_/ \ -04 ,\ LX-05 \~ \~ -o , \ ..__'-,,,I'.._\_ f -:---r--:,;:-- - - / / ~' LX-08 LX-6 \ / LX-7 \ I CONSTRUCTION DETAILS & NOTES LC-11 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 11 AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEl,IED BY• INSPECTOR DATE ·~ --------------J----t-----t---i------i I S~EiT 11 CITY OF CARLSBAD I "41' . PLANNING DIVIS □N . g m p ;::::LA;::;::;:::N;;:OS'.,,':;C;;:;:A:;;;PE;;:::==::.:::::=::::=====~ 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 8S8 S58 8977 DATE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL OCEAN VIEW POINT ----- CARLSBAD, CA 92008 APN, XXX-XXX-XX-XX IAPPRO% 4~ (0 /.,ift~ I DATE PLANNING DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: LPC2023-0005 542-11 CITY APPROVAL RVWD BY: CDP2022-0014 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 LOT OPEN PACE A= 6.54 AC PR OSED TRAIL IMPROVEM TS; REJR • 20-FTUPLAND ~BITAT BUFFER I RAD/NG SETBACK STRUCrN I I I I ----------- . . . . . ..-,. --·-....... .-.-. ..,..., -~ --- LOTLINE' I .• ··· · ········''' - ----- ',, ....... ,.,,, ,,_,,,, .... ,,.,; .... 1 -- 309BBW 308.6 FF H=6~' LI! IT GRADING I LA 1STURBANCE (TYP.) -- I I LOCATION OF SLEEVE L -="1"""""'-- FOR FUTURE IRRIGATION I 2.0% I ~ 'r---J/11 309.8 FG 31 0.3 FS 310.1 FS ~ 309.5 HP - ~ ! ! ,. rv/A,-·~ APN: 208-181-19 --- - .6 309. 19 9. HP 3 .67W 31 BW . • 3gBX3 TF /H =30' / I 309.7 FS / /. /.· ,.--------./---- c£40 NSPA CE 16.54 AC \ \ \ IRRIGATION NOTES ( \ / / "'9 8FG 309.8 TOE \OF SLOPE 309.8 FG / t \ / 3Q FG / / \ \ • 1098 TOP \ : F SLOPE \ \~ L_ 1 j ,03 25 g ......,.,I--!---, ~ 310.3 FS 310.1 ~ 309.8 1. IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSCAPE AND WITH PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY. 2. IRRIGATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES . VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. 3. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. ALL ADJUSTMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND DISTRIBUTION EFFICIENCY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS. 4. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEWAYS, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. 6: ALL RCV'S AND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RCV'S SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. I 310.1 FS 310.3 FS LOT 13 309.8 G ~ LO T1 2 NOTE: ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA 14.6 TW 309.8 BW 308.6 TF H = 60' ~w 307.6/E W 30~ 307 25 IE A-15 --- 1" 3,5 -- r -7t"'tt--.., ~ =---S . ~ ---j --(/J.qJ -~ I I s-_ I s I s ~-.-, 12.07W 07.?BW 06.6 TF -5.4 ' /1/ /1/ /1/ /1/ 1TH GA TE KEYPA D IMPROVEMENT PLAN X --- FOR IRRIGATION LEGEND - SEE SHEET Ll-09 \ WATER METER & !--"~~~ FIRE BACK~LOV\I • • .fl'-' W ---..\....,,..,ff.,..OR.....::AL""LI-R-ES-ID_E_N.,,.Tl.,..AL- l""RR,-IG.,..A_T_IO_N_R-EF_E_R-:T-,0 DETAIL H/Ll-16 FOR POC CONNECTION, TYP . .....___J WATER METER & FIRE BACKFLOW 307.65 FS ---.':::~~;.;.;:_;_~s~~:::::::~f:..CJ IRRIGATION LINE CONNECTION // TO PUBLIC WATER LINE. SEE SHEET Ll-04 / FOR ROUTING TO IRRIGATION POC s 307.7 IE --" ~07.6 IE 5 0 10 SC.ALE: 1'=1 0'-0" IRRIGATION INFORMATION POC 'A': SERVICE LINE SIZE: 2" METER SIZE: 1.5" STREET STATION:STA 3+14.20 BACKFLOW SIZE: 1.5" STATIC PRESSURE:79 GPM FLOW: 40 30 Ll-01 IRRIGATION PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. LX-08 KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 11 AS BUILT" RCE __ _ EXP,----DATE REVIEIJED BY• INSPECTOR DATE •11--------1----------------------1 I S~E~T] 1 c1TY o F cARLsBAD .. ,, . PLANNING DIVISON g m p LANDSCAPE . OC EAN VI E W P O INT ¼ .A lJ ..2 t,..,., - o on --1 ....., w -i 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 CARLSBAD, CA 92008 APN• XXX-XXX-XX-XX APPROVED 10/?,1/1,:', t-----r--+---------------+---+--t-----+-----t ;::;;P~LA:::;N:::;N;:::IN::::G====::;-;::===::::::====::;:;::D:::::A::::T::::E==::: DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY:__ LPC2023-0005 542-11 RVWD BY: CDP2022-0014 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OATE INITIAL OTHER APPROVAL CITY APPROVAL GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 --31 7 3' 4. WATER METER & P,~~~ FIRE BACKFLOW • FOR ALL RESIDENTIAL IRRIGATION REFER TO,___.,.,- DETAIL H/Ll-16 FOR POC CONNECTION, TYP. . . / SEWERMH PER DWG. 534-6 I - 322.3 TC 321.8 IE A-16 • ---~ 324.8 l '(!.OO'dCl1 BACKFL - \ \ \ TW=334.00 \ \ 3~ _:....::~~~=""N~8~ 1----, - -~ TW=334.68 -- . -:::::- . • -----------___ __;_ --------------- "' -lf) =,.. ,-._ <J) 326 324 324.3 TG 323.3 IE 324:fffi ( LOT 01 -- -• C ---\ 325.1 FS )24.5HP \ \ 324.8:FG ool}T 1 321. FS .?FS \ \ I I \ 3248 FG \ / \ \ I 7 \ l I --\ I \ / \ 3248TOP \ 15 0%_ \ ~ FSLOPE \ \"jiN \ J \ \ ~ ~\ 324.2FL \ {qt \ #11, \ \\ 324.BFG 324.8 TW \ ', \ -A - 3 .6HP \ \ A-17 1' 2.7 20-T UPLAND HA AT A-18 BUF RI GRADING 1" 2.5 K 320.3FL \ SETBA LIMIT OF GRADING I LAND DISTURBANCE (TYP.) V--', •. 320.BFG \ K \ ~ / I -- ------- \ \ \ \ \ LOT OPEN SP. A= 16.54 LOT /NE FOR. IRRIGATION LEGEND - SEE SHEET Ll-09 \ \ ' MATCHLINE -SEE SHEET Ll-05 IRRIGATION INFORMATION POC 'A': KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL : 10-04-23 IRRIGATION NOTES 1. IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSCAPE AND WITH PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY. 2. IRRIGATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. 3. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. ALL ADJUS TMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND DISTRIBUTION EFFICIENCY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS. 4. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK 5. CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEWAYS, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. 6. ALL RCV'S AND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RCV'S SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. EBACKFLOW ~ NOTE: ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA 10 5 0 10 20 SCALE: 1'•10'-0" SERVICE LINE SIZE: 2" METER SIZE: 1.5" STREET STATION:STA 3+14 .20 BACKFLOW SIZE: 1.5" STATIC PRESSURE:79 GPM FLOW: 40 31) Ll-02 IRRIGATION PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 RCE __ _ EXP,----DATE REV!EvJED BY, INSPECTOR DATE 4,; 1---------,f----+------------+---+----+----+-------I , S~EXT 11 gmp CITY OF CARLSBAD PLANNING DJVJS □N 3176 Uonshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION LANDSCAPE OCE AN VIE W P O INT ----- CARLSBAD, CA 92OOB APN, xxx-~xx-xx-xx APPROVED .A 4/)..; 1,,/.,, It,:} PLANNING l DATE DATE INITIAL DATE INITIAL O11-IER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC2O23-OOO5 542-11 RVWD BY: CDP2O22-OO14 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 I ( I I I I ~. -vc'--- / / ' / ' 2,Qd'.7-t!PLAND HABITAT BUFFER I GRADING SETBACK l •• ·, ~ I I '0SE060FTFUEL _L~----~ "• TIQN I FIRE NOTE: ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA IRRIGATION NOTES -TRACK 310. $ \ / I 309.SHP • I 30~, OF SLOPE I 1" 5 1" '!7.4 LOTLINE 1. IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSCAPE AND WITH PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY. 2. IRRIGATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. 309. G 3. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. ALL ADJUSTMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND DISTRIBUTION EFFICIENCY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS . 4. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC . VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEWAYS, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. 6. ALL RCV'SAND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLI NE AND ISOLATED WITH A BALL VALVE. ALL RCV'S SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. 5 310.3 FS LOT 11 \ LO 11c-+-, FF= PAD = l25J \ \ \ B \ \ \ \ \ \ \ (/) ~ r 0 -n -0 r mr ' I \ \ \ I I \ I \ \ \ I * \ \ \ \ ' \ i\ I \ A I \ I I \ I A • I l • 1· .. : I !: : 1 · . ' I I . I I \ I I \\ \ \ \ \ B \ I \308.~ TC I L I \ L ~,.>-. 5.0% MIN 307.7 IE -- 1" 5 A-38 // \r::T'-t-x: 1" 6,3B A-37 / LO \_"' 309.1 FS 308.BFG r-/ 308.3 TG / 307.55 IE~~~.,::: ~~ ~::_j-4 10 5 0 ♦ ~ .25 TC ~ FULP p A \30 --~ A-2 1" 15! ~""'3F ~ 10 SCALE: 1":;:10'-0' FOR. IRRIGATION LEGEND - SEE SHEET Ll-09 306.25 I , A-3 u. 1½" 114 " IRRIGATION INFORMATION POC 'A': SERVICE LINE SIZE: 2" METER SIZE: 1.5" STREET STATION:STA 3+14.20 BACKFLOW SIZE: 1.5" STATIC PRESSURE:79 GPM FLOW:40 30 Ll-03 IRRIGATION PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 "AS BUIL T 11 RCE __ _ EXP,----DATE REVIE'w'ED BY• INSPECTOR DATE ~, l------+---+------------1---+------+----+----I I SH1E€T 11 CITY OF CARLSBAD ..,, . PLANNING DIVISDN g mp ~~~ OC EAN VIE W PO INT 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 CARLSBAD, CA 92008 APN1 XXX-XXX-XX-XX 1----+---+--------------+----+---1---+---1 I APPROVE~ a1Qi;; ,.,,(,i/z.~ 1----+--+----------------1----+---1----1-----1 ::;-P~LA:;:N::;N~IN~G::::::::=::::::;:;::==:==::::===;;::=DA:::T:::E====: g:DBJ~:-=.-=-.-_-_-LPC26.f3o_,Ifcfu1 No. DRAWING No. RVWD BY: CDP2022 -0014 542 -11 DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAiE INITIAL DATE INITIAL OTiiER APPROVAL CITY APPROVAL GMP JOB NO: 21-058 PLOT DA TE: October 4, 2023 CONTROLLER 'A', REFER TO TABLE 'B' THIS SHEET -'I JL _r'.:J ' ~ / 3A W POC 'A', REFER TO TABLE 'A' THIS SHEET LINE FEEDING IRRIGATION POC. ., I rfilifil / r~r~ ,/ SEE SHEET Ll-01 FOR CONNECTION; 4-6 ---TO PUBLIC WATER LINE. 30_,_ f/JM. I BOOSTER PUMP, REFER TO SPEC? _ON THIS SHEET '----'-'•2:;: 1E ~u 'Z-?;:;:,; \' \ \ \ \ I Ii ~ / X X X X BMP#2 X 'FG = 303.-0. ';/'REA x,650 S5:; X X X X X ¾ WATE:. FIRE B;, ~-' / I , ; : ~ I / . ---- c ~"i• I - -I y ___.+-~ -' I 322. I / SEWERM PER DWG 534 -6 i . ----·-·-- ' I C PUBLIC-' M • '° -~mf] 1' 14.1 X v X X LO7'<15 H~AR~ X X X X X X X X X X ,322.3 Tl 321.8 IE X X X X Q100 (UNMIT) = 6.2 CFS (MIT)),</j03 CFS X , /NP~ ~ v \ '--.,_ 303.0 B \ '--... 296.3 TF ' \ &H•10.7' ' ~ \ '<:!f~ & ~ ' NOTE: ONLY SUBSURFACE IRRIGATION SHALL BE USED "S Ii, '--.,_ I I X X A '. X '. 30.0TW ' w 2//, TF H "'/c,;, ,'1 ,, '. X '- ~t~-s1',c6o <I' 1/ TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR \~ " '--... & I INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ~~)1, -,,,30~7.2"'-""-.,../'JP ADJACENT IMPERMEABLE SURFACES ARE DESIGNED ~A 1s <I' ~71 SOfi.7.S FL . . AND CONSTRUCTED TO CAUSE WATER TO DRAIN A,. Ii, 11,,"-.....,. 1 ~ 1 '- ENTIREL y INTO A LANDSCAPED AREA , Vl,,(j Ii I ~ ------ 1 RRIGA TION NOTES C1-tl11y~: ;o_7:s_:_ - / li:!t~ 1, IRRIGATION MAINLINE AND APP_U_R-TE_N_A_NC_E_S_L-OC_A_T-IO_N_S-AR_E_D_IA_G_RA_M_M_A_T_IC-, -AL-L-IR-R-IG-A-TI_O_N-EQ_U_IP_M_E_N_T-SH-A-LL_B_E_IN_S_T-AL-L-ED-W~ITH_I_N ~ 'f2s S -1 THE LIMIT OF WORK, 18" OFF ANY HARDSCAPE AND WITH PLANTING AREAS, ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY fiS/'-,.. REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY, t.:: I ( 307.0 FL 2, IRRIGATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY, ALL EQUIPMENT SHALL BE f,oe INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE, SEWE~MH f PER DWG. 534-6 3, ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRA Y ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE ALL ADJUSTMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND DISTRIBUTION EFFICIENCY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS. 4. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC, VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5, CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEWAYS, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC . VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK 6, ALL RCV'S AND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLA TED WITH A BALL VALVE, ALL RCV'S SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD, ATER h IRE BACf\ 'V \ \ BARRET1' ENGINEERED PUMPS SPECIALISTS IN PUMPS AND PUMPING SYSTEMS PROJECT: OCEAN VIEW POINT SYSTEM DESIGN PARAMETERS February 21 , 2022 IBGAS-2-2-2/VFD-F !~t~;~-Ffow Rate j ;~!!08e!i2n P~e I ;v~n;:ng Ske Svi;tem M odel Number 79PSI 208/230 or 460 V AC I or 3 PHASE 60 Hz Minimum Suction Pressure Svstem Electrical Volta,ze Svstem Electrical Phase and Freauencv 20GA5 - l ¼" 40GPM 81 FEET Pumo Model N\lntber Pumo Ca"~,..;.., (Gpl\A\ Pumo Total Head ffeen 2HP 1 3500RPM Undetermined Voltage/Phase Pumn Horsenower PumnRPM Svstem Full Load Amnera(>e BOOSTER PUMP ASSEMBLY ' I 1.1 A simplex water pressure booster system as designed and fabricated by Barrett Engineered Pumps (619) 232-7867. The system shall be a completely prefabricated system with pump, piping, electrical and structural elements. The entire booster pump assembly shall be UL Listed and Approved. 1.2 Pump shall be: 1.2.1 (GA Series) Single stage end suction close coupled centrifugal, cast-iron bronze fitted construction, equipped with mechanical shaft seal, back pullout design. Impeller shall be threaded directly to the end of the shaft. Pump shaft shall be stainless steel with no sleeve, Pump shall be directly coupled to a C-lace electric motor. 1.3 Electric motor shall be of the squirrel cage induction type suitable for full voltage starting. Motor shall be ODP to aid in cooling, Electric motor shall be rated for continuous service, The motor shall have horsepower ratings such that the motor will carry the maximum possible load to be developed under the designed pumping conditions and not overload the motor beyond the nameplate rating of the motor. Motor shall have a 1.15 service factor. The motor shall conform to the latest NEMA Standards for motor design and construction. 1 .4 Pump Control Panel shall have a UL Listed Modular NEMA4X plain front non-metallic enclosure with stainless steel lockable latches. This Includes power and control re-settable thermal circuit breakers or Time Delay Fuses, heavy duty magnetic starter with adjustable overload protection , Controls Relays, Control on/off Switch, Hand-Off~Auto switch to select mode of operation, heavy duty numbered terminal strips for power and control wiring lead terminations to land all field wiring, Ground Lugs, Motor wiring whip, VFD to remote panel wiring whip, and wiring schematic. 1.5 If 24V control started, a Metal oxide varistor protected pump start relay shall be incorporated in panel to start pump with sign al from an irrigation controller. 1.6 All system piping shall be Schedule 10S 304 stainless steel. All major fittings shall be 304 stainless steel with flanges to allow for system disassembly or major component removal. All instrumentation fittings shall be 304SS. System shall incorporate an integral full pipe size bypass line with isolation valve to allow for pump removal and repair without disrupting water supply to system, 1,7 Isolation valves shall be all stainless quarter turn ball valves with hard chrome ball on lines 2" and less . Isolation valves shall be lug style butterfly valves with Buna-N elastomeric seats, ductile iron nickel coated disc, and stainless-steel stem with handle and 10 position galvanized memory plate on lines 2½" and greater. 1.8 Gauges shall be 2½" diameter face, glycerin fnled w;th stainless casing and brass internals. 1.9 Flow switch shall be a 316 stainless steel and solid-state thermal sensor designed to measure change in flow velocity and in temperature. The flow switch shall include an integrated bar graph with 10 LED lights and shall be capable of providing indication of fiow (green), closed (orange), and open (red) conditions. 1.1 0 Pump system shall be mounted on a structural aluminum skid with mounting flanges on front and back to allow for mounting of skid to concrete pad. Skid equipped with pipe support on suction and discharge piping. All nuts and bolts and washers shall be stainless steel on skid and piping. Skid shall include mounting hardware for integral aluminum enclosure. 1. 11 The system enclosure shall be vandal and weather resistant, marine grade aluminum alloy 5052-H32 construction with rectangular punch-outs for viewing and heat dissipation. The enclosure shall be low profile hinged top design with padlock provision. The cover shall be secured to the concrete pad with stainless steel hardware. The enclosure shall measure 30D" x 42W" x 30H" and concrete pad dimensions shall be 42" x 54", The enclosure shall be as manufactured by V.I.T. Products, Inc. 1. 12 Pump Assembly shall include the following option(s): □ (VFD-F) Where specified by the System Design Parameters, a Fuji Variable Frequency Drive system to receive feedback signal from system mounted stainless steel pressure transducer, and in conjunction with internal software driven PID control loop maintain customer adjustable constant system discharge pressure by varying the speed of the pump in response to varying system load. 1.13 The services of a factory representative or trained service professional shall be made available on the job site to check installation and perform the startup and instruct the operating personnel. A startup report containing voltage and amperage readings, suction and discharge pressure readings, estimated flow conditions, and general operating characteristics shall be submitted to the Owner. 1.14 One electronic set of operating and maintenance manual shall be provided to the owner after startup and shall include parts manuals for major components, performance curve for pump, general sequence of operation, and electrical schematic for control panel. 1. 15 The warranty period shall be a non-prorated period of 36 months from date of purchase. FOR IRRIGATION LEGEND - SEE SHEET Ll-09 TABLE:A POC-A , 1.5" (METER SIZE) ROAO STATION 3+14.20 SERVICE LINE 2" WATER TYPE POTABLE WATER WYE/CV 1.5" BACKFLOW ENCLOSURE MODEL #SBBC-45SS BACKFLOW 1.5" MASTER VALVE 2" FLOW SENSOR 1.5" STATIC WATER PRESSURE 79PSI DESIGN WATER PRESSURE 103 PSI BOOST REQUIRED 39PSI MAX DEMAND 40GPM SET POC REGULATOR AT PSI OR NIA ESTIMATED AREA SERVED 59146 SQ. FT. ESTIMATED WATER USE 1.56 ACRE FEET PER YEAR MAXIMUM ALLOWABLE WATER USE 2,8 ACRE FEET PER YEAR WATER SOURCE CMWD 442-339-2362 WATER SOURCE INFO OBTAINED COMPANY NAME NAME OF PERSON PHONE# DATE CONlRACTOR SHALL VERIFY LOCATION AND WATER PRESSURE BY DIRECT MEASURMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT STATED ON PLANS CONlRACTOR 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 STA TED ABOVE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TABLE:B POC - A CONTROLLER SHALL BE AN IMPERIAL TECHNICAL SERVICES CONlROLLER ASSEMBLY, CONTACT DARYL GREEN (949) 584-7311, MODEL# ICA6-HU4-75/SP/IFS-150F/(31)ICO1/ICD-S/(3)GR-KISOLSEIMP16/ROAM-A FINAL LOCATION OF CON1HOLLER, ELEClRICAL SERVICE AND IRRIGATION APPURTENANCES SHALL BE OUTSIDE ANY PUBLIC RO.W. OR EASEMENT AND CONFIRMED WITH OWNERS REPRESENITIVE PRIOR TO COM ENCING WORK. KEY MAP IRRIGATION INFORMATION POC 'A': 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 II IQ 5 0 10 20 ~ .... I I SCALE: 1"•10'--0' SERVICE LINE SIZE: 2" METER SIZE: 1.5" STREET STATION:STA 3+14.20 BACKFLOWSIZE: 1.5" STATIC PRESSURE:79 GPM FLOW: 40 IRRIGATION PLAN 30 APPROVED FOR IRRIGATION AND Ll-04 PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. II AS BUI LT" RCE EXP, DATE REVIE\./ED BY , INSPEC TOR DATE CITY OF CA RLSBAD ,, t----t-----+------------+-----+----+--+-----1 I SH1E~T 11 "l/1/jf' . PLANNING DlVIS □ N g m p ~LA::::;:::;::::N::;;:DS~C;;::;A:;::PE;:::==================: O CE J\N ',1I E 1ii\T POINT 3176 Lionshead Ave Suite 102 Ca rlsbad, CA 92010 gmplandarch.com T 858 558 8977 CA RLSBAD, CA 9200 8 APN, XXX-XXX -XX -XX l-----+---+---- - ---------1----+---l----+---I I APPROVE~ ,.,/ ~ .PLANNiNG ~ DATE INITiAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL OWN BY: DRAWING NO, DATE IN ITIAL CHKD BY: __ _ PROJECT NO, LPC2023-0005 CDP2022-0014 54 2-11 CITY APP ROVAL RVWD BY: GMP JOB NO: 21 -058 PLOT DATE: October 4, 2023 MATCHLINE -SEE SHEET Ll-02 / J---/. -· ... /4 ~ - -... , . j 317.8FG / 317.1 FS 317.5 FS 317. 320.8 TW 317.7 BW 316.8 TF H =4.0' 318.1 FS 317.1 TG 314.8 IE 1 ,.317.8 FG ~ ~ ~ 317.8 FG ~ ., 17.B FG ' ' ' EL ' FOR. IRRIGATION LEGEND - SEE SHEET Ll-09 1 . F T 03 2.0% ' 317.S TOP 'OF SLOPE IRRIGATION NOTES 1. IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSCAPE AND WITH PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY. 2. IRRIGATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. 3. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS , FENCES AND HARDSCAPE. ALL ADJUSTMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND DISTRIBUTION EFFICIENCY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS . 4. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEWAYS, ROADWAYS , AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. 6. ALL RCV'S AND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RCV'S SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. 1 4 E 3-5 , 0.5 0 316 FG I 315.6 FS ' 316.8 F f 1 318./F" 2.0% -·----0 L 4 ~=ifl~17.5 :f J-lfnm=:l::==Jt-.-1: = 316.B 31 7.1 FL 317.8 TOP OF SLOPE 316 IJG 315.1 IE 31 . FG 316.8 FG 317.1 FS 2 0% ---t-'--i - MATCHL/NE -SEE SHEET Ll-08 NOTE: ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA ' ' 2 ' 3 BFG \ I 316.3 HP T~ 1J ,76 S.F. '®70 A9. I 317.j_ --0 / 316.83 TOP / OF SLOPE 2:1 "-'">'J JC II 10 5 0 10 20 SCALE: l'•IIT-0' 20-, BUF1 SETB, IM OF RAD/NG I AN I URBANCE TYP.) • IRRIGATION INFORMATION POC 'A': SERVICE LINE SIZE: 2" METER SIZE: 1.5" STREET STATION:STA 3+14.20 BACKFLOW SIZE: 1.5" STATIC PRESSURE:79 GPM FLOW: 40 IRRIGATION PLAN KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 II AS BUILT" RCE __ _ EXP, ___ _ DATE 30 Ll-05 APPROVED FOR IRRIGATION AND REVIE\./ED BY, PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. INSPECTOR DATE \lS CAp ·-t---t---+-------------t---+----t---+-----11 S~EjT II CITY OF CARLSBAD 'llll' . PLANNING DIVISON g m p LANDSCAPE OC EAN VIEW P O INT terson ~"' 0" w -, 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 CARLSBAD, CA 92008 APN, XXX-XXX-XX-XX ----------------+---+----+----+------< I APPROV~~ d( J::: 1----+--+---------------+---+--1----+---1 PLANNING DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INlllAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. CHKD BY: LPC2023-0005 RVWD BY: CDP2022-0014 DRAWING NO. 542-11 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 NOTE: ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA IRRIGATION NOTES \ \ 111 9,4 I I ,-ccc'-it, ''"'"c.!t~~"\'<?; A-30 1/ 1" 5.S~ A-28 1" 13.0 I I ...... 1½" 21.s A-26 ....._ ....._ 1½"2!4 ...... ~ - . - · --• • - I 1. IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSCAPE AND WITH PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY. 2. IRRIGATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. 3. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. ALL ADJUSTMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND DISTRIBUTION EFFICIENCY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS. 4. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC. VER IFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEWAYS, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. 6. ALL RCV'S AND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RCV'S SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. I I I i o, ~~¾ I / ~ ' ~ .., __,,_. ;,-~ ;;;,-_,._ 4 , ~ . -~ / ----._ ----._ . . • \ • . . \ . \ I \ ' \ \ ' \ ' I \ I ' \ I f ' \ I ' \ I I I \ \ \ \ \ \ \ \ ' ' MAT~HL/NE -SEE SHEET Ll-03 - • QgD~E_ FOR IRRIGATION LEGEND - SEE SHEET Ll-09 ···- I I I ll I§ ,eis 0 /a -I§ I I I 20% - \ \ lg '-b, 2: e<>y I \ \ ' • •.. '"" •. ii \~ "" \ \ •• \ • Mi--,c.ei . . "I Q [9 • . \ ""·&_,,, • \ u):9{!" \ \ •. / FOR ALL RESIDENTIAL IRRIGATION REFER TO DETAIL H/Ll-16 FOR POC CONNECTION, TYP. LX-08 I~\ ·.·~·. 'vv\)1 ~~-<.. s~ 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 1-10S CAp \ t e r son ,.,, V _f ti rri ·-0-~ 0 r, .......l-.. W--f • · .. \ •• ... /\✓--- . . . •. ". 0~ ~~-<._G 10 5 0 ,. 10 2D ---- SCALE: l'•W-0' IRRIGATION INFORMATION POC 'A': SERVICE LINE SIZE: 2" METER SIZE: 1.5" STREET STATION:STA 3+14.20 BACKFLOW SIZE: 1.5" STATIC PRESSURE:79 GPM FLOW: 40 IRRIGATION PLAN RCE __ _ Ll-06 APPROVED FOR IRRIGATION AND REVIEVED BY1 PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. INSPECTOR 11 AS BUILT" EXP, ___ _ DATE DATE ·~----+--+------------11---+--+----+----II SH1E~T II CITY OF CARLSBAD ..,, . PLANNING DIVIS □N g m p LANDSCAPE 3176 Lionshead Ave Suite 102 Carlsba d, CA 92010 gmplandarch.com T 858 558 8977 OCEAN VIE W POINT CARLSBAD, CA 92008 APN• XXX-XXX-XX-XX ~--i-----t-----------+----;------;i-------t---t I APPROVED~ :ti~ , ~ ~ ra/,1/1.1 1------1--+----------------1----+--+----I---I PLANNING DATE ;:;D;:;:;W:;;:N;::;;BY:;::= _= _= _= _=_ -::;;::===P=R=o=JE=c=T=N=o=. =:::;;=D=R=Aw=1=N=G=N=o=:_ CHKD BY: --LPC2023-0005 5 42-1 L RVWD BY: CDP2022-0014 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL O"fliER APPROVAL CITY APPROVAL GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 & --.!.. ✓ t-fjj i[ fJj (/) & I MATCHLINE -1 "!'-+- SEE SHEET Ll-04 I ~I --s I i-,,., w s: : a_9 s : I ++I---W--W--W--+--1 FIRE BAC I \ 4 5,65 7-2 / 4' 2,19 / 7~ ·/ / ;,5,33 / I I_ 01 I (N,-_[ // '/ I( , WATER METER & FIRE BACKFLOW 3 , s: I 3 45 FS II 310,8 r: 310, I s: 312~ 311,5 HP II - 311,BTOE OFSLOPE \ '(/'!J( I LO T 07 ~ 1/,,"""' \ \ 1HJ!~ 308 312-3 FS ~ 311,0TG 310,05 IE 6,2 5YS8 \ 5HP •1-~-'i \\ I \ I --~ 314' 1 FS FOR ALL RESIDENTIAL IRRIGATION REFER TO DETAIL H/Ll-16 FOR POC CONNECTION, TYP, LOT06 / I l?' 314, 1 FS , ____ ~B".N ::,___:_/~----t-\"lt~::t_.--t-:--<:k.~~~ ---------: -:1~--t----l'.- K -- R I I I _·pfloPOSED 60 T FUEL OD/FICA TJON I FIRE TECT/ONISETBACK I , --29'TsrG A-24 1" 4,5 R K -- / _,--/ 311-8 FG ,Y.· 8 ,. ----- \ ~~ --- '-<,; "' V,,: - C 313,5 HP \ . \ \ ----, IRRIGATION NOTES FOR IRRIGATION LEGEND - SEE SHEET Ll-09 1. IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC, ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSCAPE AND WITH PLANTING AREAS, ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY, 2. IRRIGATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY, ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHOR~ED REPRESENTATIVE. 3. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE ALL ADJUSTMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND DISTRIBUTION EFFICIENCY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS. 4. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5, CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEWAYS, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. 6. ALL RCV'S AND OCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RCV'S SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD, NOTE: ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA ----313,8 TOE -,_ - - -...._oFSLOPE \ r--..~~ 313.BFG ...... .,,,,,. .,,,,,. 1-1\lSCA tterso .,,,,,. ,,,,,.... -....;;i .,,,,,. ............ 10 5 0 ...... / / .../ ...... ......, __ / 10 20 SC,sLE: 1'=10'-0' Ll-07 IRRIGATION PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. IRRIGATION INFORMATION POC 'A': SERVICE LINE SIZE: 2" METER SIZE: 1.5" STREET STATION:STA 3+14.20 BACKFLOW SIZE: 1 ,5'' STATIC PRESSURE:79 GPM FLOW:40 KEY 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 11 AS BUILT" RCE __ _ EXP,----DATE REVIEI.IED BY, INSPECTOR DATE ·~-----t--------------,f---t---+---+---11 S~E~Tll CITY OF CARLSBAD "'fl,f' _ PLANNING DIVIS □N g m p LANDSCAPE OCEAN V IEW POINT 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 CARLSBAD, CA 92008 APN• XXX-XXX-XX-XX 1----+----+--------------+---+----1---+---1 I A_P_P_R_ov_E-~k----~-11~ .... ~--==~---1011 ,/,:3, t----+--+----------------+----+-----,1----+----1 ;:;;P;:;:;LA;;:;N:::;N;;IN:;::G==::::;:;::=::======;-;:::D:::A:::T:::E===: DA TE INlllAL DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INlllAL CITY APPROVAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC2023-0005 542-11 RVWD BY: CDP2022-0014 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 '----SEWERMH PER OWG. 534-6 WATER METER & 1-------.,_..., FIRE BACKFLOW 31 .1 FS FOR ALL RESIDENTIAL IRRIGATION REFER TO DETAIL H/Ll-16 FOR POC CONNECTION, TYP. NOTE: ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA IRRIGATION NOTES .;. t' 1. IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSCAPE AND WITH PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY. 2. IRRIGATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES . VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. 3. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS , FENCES AND HARDSCAPE. ALL ADJUSTMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND DISTRIBUTION EFFICIENCY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS. 4. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC . VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEWAYS, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. 6. ALL RCV'S AND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RCV'S SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. MAT~HL/NE -SEE SHEET Ll-05 .-:-□O-_\• - ·- - -~·---·--o LOT OS \ \ \ 316.BFS j [{) g; ~ , 110SCAp x.terson -' V -2 ~ rn --o o n ......J --, w --J 315.3 TG ~ 3133 IE ~ 316.3 FG .------- I ii 10 5 A-23 1" 2,69 A-22 1" !2 0 \ \ \ \ \ \ \ -------l/ _J--- FOR IRRIGATION LEGEND - SEE SHEET Ll-09 \ _j...,.\_---1i'.s/s i I \ \ I I I I I 10 / / I I I iiiiiiiiiiiiiiiiiiiiiiiiiiii SCALE: l'•IO'·O' LOTLINE I -LIMIT OF GRAD/ GI LAND DISTURB NCE (TYP.) IRRIGATION INFORMATION POC 'A': SERVICE LINE SIZE: 2" METER SIZE: 1.5" STREET STATION:STA 3+14.20 BACKFLOW SIZE: 1.5" STATIC PRESSURE:79 GPM FLOW: 40 IRRIGATION PLAN KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 11 AS BUILT" RCE __ _ EXP,---DATE 30 Ll-08 APPROVED FOR IRRIGATION AND REVIE\,/ED BYI PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. INSPECTOR DATE ·-l---+--+-----------1----+---1-------l---l I SHi6T 11 CITY OF CARLSBAD "fl.I' . PLANNING DIVISON g m p LANDSCAPE OCEAN VIE W POINT 3176 Lionshead Ave Suite 102 Carl sbad, CA 92010 gmplandarch.com T 858 558 8977 CARLSBAD, CA 92008 APN1 XXX-XXX-XX-XX 1------+----1-------------------+----ff----t----1 I APPROVEDL :1<:7_,.,,, /0 /,., /2:~ 1----+----1--------------+---+---11----+----1 PLANNING ~ DATE DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL aTY APPROVAL DWN BY:: PROJECT NO. DRAWING NO. CHKD BY: LPC2023-0005 542-11 RVWD BY: CDP2022-0014 GMP JOB NO: 21-058 PLOT DA TE: October 4, 2023 IRRIGATION SCHEDULE SYM. @ @ @ 0.22 0.22 0.44 IVORY COPPER BROWN LT STRIP RT STRIP SIDE STRIP @ © ® 0.21 -0.49 0.49-0.63 0.84 MAROON LT BLUE OLIVE go•-210° 210°-270° 360° © © ® 0.43-0.86 0.86-1.10 1.48 BLACK GREEN RED 90',210' 210",270' 36()" © (jJ © 0.86-2,12 2.12-2.73 3.84 BLUE YELLOW GRAY so·-210~ 210°-210· 360" @ 1.28-3.29 LIGHT BROWN 90"-210" @ @ 0.23-0.43 0.78 ORANGE LIME GRN 90° -210° 360° @ © @ 0.49-1.10 l.1Q.1.4-0 1.87 MAROON& LT BLUE& OLIVE& GRAY GRAY GRAY 90~-210· 210°-270~ 360" @s i SYM. ~ @) SYM. e MANUF. / MODEL I DESC. HUNTER MP STRIP PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. SHRUB RISER CAN BE USED ON HEADS 10' AWAY FROM ANY HARDSCAPE. LST -4' X 14' -6' X 16', RST -4' X 14' -6' X 16', SST 4'-28' -6'-32' RADIUS HUNTER MP1000 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. SHRUB RISER CAN BE USED ON HEADS 10' AWAY FROM ANY HARDSCAPE. 8'-15' RADIUS HUNTER MP2000 PROS-XX-PRS40-CV 6'(fURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. SHRUB RISER CAN BE USED ON HEADS 10· AWAY FROM ANY HARDSCAPE.13'-21' RADIUS HUNTER MP3000 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. SHRUB RISER CAN BE USED ON HEADS 10' AWAY FROM ANY HARDSCAPE. 22'-30' RADIUS HUNTER MP3500 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. SHRUB RISER CAN BE USED ON HEADS 10' AWAY FROM ANY HARDSCAPE. 31'-35' RADIUS HUNTER MP800SR PROS-XX-PRS40-CV 6"(TURF) OR 12'(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. SHRUB RISER CAN BE USED ON HEADS 10' AWAY FROM ANY HARDSCAPE. 6'-12' RADIUS HUNTER MP815 PROS-XX-PRS40-CV 6"(fURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. SHRUB RISER CAN BE USED ON HEADS 10' AWAY FROM ANY HARDSCAPE 8' -16' RADIUS HUNTER RZWS-SLEEVE-18-CV 18" LONG RZWS WITH FILTER FABRIC SLEEVE, .25GPM OR .50GPM BUBBLER OPTIONS, CHECK VALVE, 1/2" SWING JOINT FOR CONNECTION TO 1/2" PIPE MANUF. /MODEL/ DESC. HUNTER ACZ-075-40 (PRIVATE DRIP RCV) ANTI SIPHON DRIP CONTROL KIT WITH 3/4" PGV-ASV VALVE, 314" HY075 FILTER, & 40 PSI PRESSURE REGULATOR FLOW RANGE: 0.5-15 GPM. INSTALL 6" ABOVE HIGHEST OUTLET & PER MANUF. SPECIFICATIONS. USE WITH CHAMPION AVB AS NECESSARY. HU NTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" ICV GLOBE VALVE W/ 1" HY100 FILTER SYSTEM. PRESSURE REG.: 40PSI. FLOW: 2-20 GPM, USE ICZ-101-LF-40 FOR LESS THAN 2 GPM. INSTALL ONE VALVE PER JUMBO RECT. VALVE BOX W/ LOCKING GREEN COVER AND 'RCV' HEAT BRANDED ON COVER VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A BALL VALVE, LINE SIZE. HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) 1-1 /2" ICV GLOBE VALVE W/ 1" HY100 FILTER SYSTEM. PRESSURE REG.: 40PSI. FLOW: 20-60 GPM, INSTALL ONE VALVE PER JUMBO RECT. VALVE BOX W/ LOCKING GREEN COVER AND 'RCV' HEAT BRANDED ON COVER. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A BALL VALVE, LINE SIZE. PIPE TRANSITION POINT ABOVE GRADE PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER TO ABOVE GRADE INSTALLATION FLUSH VALVE AND ECO-INDICATOR PROVIDE A PLD-LOC 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 18" FROM PAVING. ALSO PROVIDE ECO-INDICATOR ALONG EXHAUST MANIFOLD OF EACH DRIP IRRIGATION END LINE, CONNECT TO PVC EXHAUST LATERAL WITH TEE AND USE SWING JOINT HUNTER PLD-AVR (DRIP AIR RELIEF VALVE) AIRNACUUM RELIEF VALVE, PLD-AVR, INSTALLED WITH A COMBINATION TEE. INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MULTIPLE ARV'S SHALL BE REQUIRED PER RCV, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINT OF PLANTER AREA AREA TO RECEIVE DRIPLINE HUNTER HDL-06-12-CV HDL-06-12-CV: HUNTER DRIPLINE W/ 0.6 GPH EMITTERS AT 12" O.C. CHECK VALVE, DARK BROWN TUBING WITH GRAY STRIPING. DRIPLINE LATERALS SPACED AT 16" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL WITH HUNTER PLO BARBED OR PLD-LOC FITTINGS. ALL TUBING SHALL BE INSTALLED 3" BELOW MULCH GRADE W/ 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK MANUF. /MODEL/ DESC. HUNTER ICV-G-FS-AS-ADJ (RCV) 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, WITH FILTER SENTRY. INSTALL ONE VALVE PER STD. RECT. VALVE BOX WITH LOCKING GREEN COVER AND 'RCV' HEAT BRANDED ON COVER. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A BALL VALVE LINE SIZE. HUNTER PGV-ASV 314" & 1" PLASTIC ELECTRIC REMOTE CONTROL VALVE, WITH REMOVABLE ANTI-SIPHON CAP, AND FLOW CONTROL INSTALL 6" ABOVE HIGHEST HEAD SERVED. USE WITH CHAMPION AVB AS NECESSARY, HUNTER HQ-44LRC (QCV) QUICK COUPLER VALVE, YELLOW RUBBER LOCKING COVER, RED BRASS ANO STAINLESS STEEL, WITH 1" NPT INLET, 2-PIECE BODY. INSTALL IN A 10" ROUND VALVE BOX WITH LOCKING GREEN COVER AND 'QV' HEAT BRANDED ON COVER. INSTALL QCV ON A 11/2" STUB-OUT OFF MAINLINE. EACH QSV SHALL BE ISOLATED FROM THE MAINLINE BY A 1112" BALL VALVE AND INSTALLED AT 200' O.C .Efil DETAIL .... 40 K/Ll-14 @) 40 K/Ll-14 40 K/Ll-14 @) ~ 40 K/Ll-14 .. 40 K/Ll-14 !HC I 40 K/Ll-14 40 K/Ll-14 [I] 30 NLl-15 ffil DETAIL NLl-16 @ H/Ll-16 ® H/Ll-16 ® 8/Ll-15 J/Ll-15 NO SYMBOL K/Ll-15 NO SYMBOL D,E,F,GILl-15 NO SYMBOL DETAIL H/Ll-16 B/Ll-16 G/Ll-13 LASCO FITTINGS TUBV-SC (BALL VALVE) 1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL VALVE SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER HAMMER. INSTALL SAME SIZE AS MAINLINE. INSTALL IN VALVE BOX WITH GREEN LID, HEAT BRAND LID WITH "B\f'. HUNTER IBV-FS (MASTER VALVE) 1", 1-1/2", 2", AND 3" BRASS ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAUMUNICIPAL USE. WITH FILTER SENTRY FACTORY INSTALLED OPTION. INSTALL IN A 'JUMBO' SIZED VALVE BOX WITH LOCKING GREEN COVER AND 'MV HEAT BRANDED ON COVER. HUNTER ICV-G 1 IN., 1-1/21N., 21N., AND 31N. PLASTIC ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUN ICIPAL USE. CHAMPION 262-100 AVB BRASS ATMOSPHERIC VACUUM BREAKER, INSTALL ON THE DOWNSTREAM SIDE OF THE CONTROL VALVE AND 6" ABOVE THE HIGHEST HEAD, SIZE SAME AS RCV ZURN 975XL (BACKFLOW) REDUCED PRESSURE BACKFLOW DEVICE W/ MODEL 'YBP' WYE STRAINER. ALL PIPING BETWEEN METER AND BACKFLOW DEVICE SHALL BE 'K' COPPER OR RED BRASS. INSTALL IN A VIT STRONGBOX STAINLESS STEEL BACKFLOW ENCLOSURE #SBBC-XXSS, SIZED TO FIT BACKFLDW. HUNTER HPC-400-DM W/ (1) PCM 900 MODULE 4 STATION WITH 2-WIRE AND (1) PCM 900 MODULE OUTDODR WI-Fl ENABLED, FULL-FUNCTIONING CONTROLLER WITH TOUCHSCREEN. PLASTIC CABINET ITS CONTROLLER ASSEMBLY IRRIGATION CONTROLLER ASSEMBLY IN STAINLESS STEEL ENCLOSURE, SEE TABLES FOR MODEL AND STATION COUNT. CONTROLLER SHALL HAVE A DESIGNATED RECTANGULAR PULL BOX INSTALLED AT PEDESTAL BASE. CONTACT DARYL GREEN AT IMPERIAL TECHNICAL SERVICES (ITS) PHONE: (949) 584-7311 HUNTER SOLAR-SYNC SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, INSTALL AS NOTED. WIRED. FLOMEC QS200-15 (FLOW SENSOR PROVIDED BY ITS) 1-1/2" INSERTION ULTRASONIC FLOWMETER, SCH. 80 PVC HOUSING, IS INCLUDED AS PART OF ITS CONTROLLER ASSEMBLY. 0.55-82 GPM RANGE, MAX. PRESSURE 150 PSI. 2-WIRE CONNECTOR WI LED INDICATORS FOR POWER AND PULSE. WIRE TO CONTROLLER USING P7171D CABLE IN 1" CONDUIT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. MULTIPLE FLOW SENSORS REQUIRE SEPARATE CONDUIT RUNS. BOOSTER PUMP -BARRETT ENGINEERED PUMPS MODEL #IBGA5-2-2-2NFD-F, SEE SYSTEM DESIGN PARAMETERS FOR MODEL NUMBER, INSTALL PER MANUFACTURERS RECOMMENDATIONS. INSTALL 1" CONDUIT FROM CONTROLLER TO PUMP STATION WITH TWO PILOT WIRES AND ONE COMMON WIRE. PROVIDE ELECTRICAL SERVICE AS REQUIRED. EZ-FLO FERTILIZING SYSTEMS EZ010-FX ONE SYSTEM FEEDS ALL ZONES, DRIP OR SPRINKLER. INSTALL DIRECTLY IN THE IRRIGATION SYSTEM MAIN LINE AFTER THE BACK FLOW PREVENTER. F/Ll-13 C/Ll-13 C/Ll-13 D/Ll-16 B/Ll-13 F/Ll-16 A/Ll-13 G/Ll-16 D/Ll-13 A/Ll-17 COUPLING CONNECTION PER MAINLINE SIZE, INSTALL PER MANUFACTURER'S E/Ll-13 RECOMMENDATIONS IN CARSON #1730-24 HDPE SUPER JUMBO RECTANGULAR XL VALVE BOX. CONTRACTOR TO FILL TANK WITH #GRM 102030 AT BEGINNING OF PLANT INSTALLATION AND SHALL PROVIDE A FULL TANK UPON MAINTENANCE TURNOVER. TANK CAPACITY: 9.4 G 2-WIRE CONTROL WIRE HUNTER IDWIRE1-BLU IRRIGATION CONTROL CABLE. RED AND BLUE 14 AWG TWISTED PAIR IN BLUE JACKET (U.L. APPROVED), PAIGE #170801BU. CONNECT WITH APPROVED WATERPROOF CONNECTORS AND INSTALL PER MANUFACTURER RECOMMENDATIONS. ROUTE WIRES TO EACH VALVE MANIFOLD AND PROVIDE SEPARATE 11/4" CONDUIT FOR WIRE ADJACENT TO MAINLINE. FOR SERVICEABILITY, DO NOT INTERCONNECT INDIVIDUAL CABLE PATHS. TERMINATE EACH PATH ON CONTROLLER TERMINAL BLOCK. INSTALL GROUNDING PLATE OR 8' GROUNDING ROD WITH HUNTER DUAL-S SURGE ARRESTOR. INSTALL AT CONTROLLER AND AT THE END OF EACH 2-WIRE PATH PERPENDICULAR TO PATH IN 6" ROUND BOX. COPPER WIRE SHALL BE CAD WELDED TO PLATE OR ROD. GROUND EVERY 12TH DECODER OR EVERY 1,000 FEET FROM CONTROLLER, WHICHEVER COMES FIRST. INSTALL PER ASIC GENERAL GROUNDING GUIDELINES. INSTALL ICD-XXX DECODER WITH SURGE SUPPRESSION AND GROUND WIRE. CONTRACTOR SHALL PROVIDE DECODER SIZE NECESSARY TO HANDLE VALVES AT MANIFOLD. 3M DBRN-6 PRE-FILLED WIRE CONNECTORS, USE ON ALL WIRE CONNECTIONS IN VALVE OR PULL BOXES ONLY CARSON VALVE BOXES SIZE PER EQU IPMENT LEGEND, WITH T-COVER LIDS AND CAPTIVE BOLT AND LOG-KIT. FOR ROUND DRIP EMITTERS USE MODEL 510, T' ECONO SHALL BE MODEL 708, 10" ROUND SHALL BE MODEL 910, 12" STANDARD RECT. SHALL BE MODEL 1419, 12' JUMBO RECT. SHALL BE MODEL 1220, SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730, VALVE BOXES SHALL HAVE GREEN HDPE BODY AND GREEN LIDS IN TURF AND SHRUB BEDS, AND TAN LIDS IN ROCK MULCH. USE PURPLE FOR RECYCLED WATER SYSTEMS. FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. ELECTRICAL SERVICE 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY LOCATION FILl-14 J/Ll-13 NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL [ill xx lzl IN THE FIELD HUNTER SJ SWING JOINTS FOR 112" THREADS USE SJ-512, 3/4" THREADS USE SJ-712, 1" THREADS USE LASCO G132-412, 1" QUICK COUPLER VALVES USE LASCO G132S-212 WITH MALE BRASS STABILIZER ELBOW, 3/4' QUICK COUPLER VALVES USE LASCO G132T-212 WITH MALE BRASS STABILIZER ELBOW. PULL BOX PULL BOXES FOR WIRE SPLICES SHALL BE LOCATED APPROXIMATELY 500' O,C, AND AT THE ENDS OF ALL SLEEVES UNDER PAVING. PULL BOXES SHALL BE 10" ROUND WITH LOCKING LID STANDARD CONTROL WIRE CONTROL WIRE SHALL BE#14UF AWG DIRECT BURIAL (U.L. APPROVED), COLOR CODE WIRE PER CONTROLLER, PROVIDE A MINIMUM OF THREE SEPARATE SPARE PILOT WIRES TO THE END OF EACH MAINLINE. ROUTE SPARE WIRES INTO EACH VALVE MANIFOLD LOCATION, BUNDLE AND TAPE ALL WIRE AND TAPE TO MAINLINE, LEAVE SPARE WIRE ENDS IN THE LAST VALVE MANIFOLD BOX ON THE MAINLINE. IRRIGATION COMMON WIRE SHALL BE #12UF AWG DIRECT BURIAL (U.L. APPROVED). VALCON 5000 SERIES ANTI DRAIN VALVE USED ON ALL SPRINKLERS WITH LOW HEAD DRAINAGE UNCONTROLLABLE BY FACTORY INTEGRAL SPRINKLER HEAD CHECK VALVE. WILKINS BR-4 PRESSURE REGULATING VALVE TO BE INSTALLED ON ALL LATERAL LINES WHERE SPRINKLER HEADS ARE LOCATED AT AN ELEVATION MORE THAN 50' LOWER THAN THE RCV. SET PRESSURE TO CONTROL PRESSURE DUE TO THIS ELEVATION CHANGE, SIZE PER LATERAL LINE SERVING SYSTEM. INSTALL IN A 10" ROUND VALVE BOX BELOW GRADE. CONTRACTOR TO LOCATE ALL SUCH PRV'S IN THE FIELD AND SHOW LOCATIONS ON RECORD DRAWINGS, WATER METER 1-1/2" 490 PRESSURE ZONE POINT OF CONNECTION 1" PRIVATE HOMEOWNER POC IRRIGATION LATERAL LINE: CRESLINE WEST -PVC SCHEDULE 40 1112" & SMALLER -SCH.40 WI SCH.40 SOLVENT WELD FITTINGS IRRIGATION LATERAL LINE: CRESLINE WEST -PVC CLASS 315 SDR 13.5 2"-3" -CL. 315 WI SCH.SD SOLVENT WELD FITTINGS, 21/2"-3" FITTINGS SHALL BE THRUST BLOCKED K/Ll-14 C/Ll-14 E/Ll-16 H/Ll-16 A/Ll-14 NLl-14 ----IRRIGATION MAINLINE: CRESLINE WEST -PVC SCHEDULE 40 A/Ll-14 VALVE CALLOUT 11/2" & SMALLER -SCH.40 W/ SCH.40 SOLVENT WELD FITTINGS IRRIGATION MAINLINE: CRESLINE WEST -PVC CLASS 315 SDR 13.5 NLl-14 2"-3" -CL 315 W/ SCH.SO SOLVENT WELD FITTINGS, 21/2"-3" FITTINGS SHALL BE THRUST BLOCKED PIPE SLEEVE: CRESLINE WEST -PVC SCHEDULE 40 B/Ll-14 VALVE NUMBER~ VALVE FLOW VALVE SIZE IRRIGATION LEGEND / LX-01~-02 '-, -I-\ _rK<~-~ IX-05 -0 "'\.~ ')\ \ -I ~ LX-I LX-08 LX-7 KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 "AS BUILT" RCE __ _ EXP,----DATE REVIE'wED BY, Ll-09 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. INSPECTOR DATE ~-I SHi~Tll CITY OF CARLSBAD 'IIIAI' 1-----li-----+----------------t---+--+----lf----l _ PLANNING DIVIS □N g m p LANDSCAPE 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 OCEAN VIEW POINT CARLSBAD, CA 92008 APN: XXX-XXX-XX-XX 1----+---+--------------+---,f---1----t----1 I-AP_P_Ro_VE_D_,,fi.._,...==-4!.,_~=,,,-~~_,,_,--toh,,!t.., 1-----1,---+----------------t---+--+----lf----J PLANNING ~ DATE DWN BY: __ _ CHKD BY: __ _ RVWD BY: DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO. LPC2023-0005 CDP2022-0014 DRAWING NO. 542-11 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 Landscape Irrigation Water Analysis HOA MaximumAppliedWaterAllowance (MAWA) Residential: MAWA = (Eto)(0.62)[(0.55x LA)+ ((1-0.45) x SLA)] Eta= 44 Constant= 0.62 LA= SLA = 56,674 Maximum Applied Water Allowance= 850,336.70 Hydrotone Table for Calculating ETWU Please complete the hydrozone table(s), Use as many tables as necessary. CllY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Process Step 1 2 3 4 No. (Below) Evapotransplratrion Rate 1 44 (Eta)* Conversion Factor 2 0.62 (Step 1 x Step 2) 3 27.28 Plant Factor (PF)** (From WUCOLS) (VLW-HW) 4 0.30 0.50 0.30 0.80 (0.1-0.8 Area of Hydrozone (sq. ft.) 5 17,215 936 38,523 1,500 (HA) Step 4 x Step 5) 6 5,164.50 468.00 11,557.00 1,200.00 Irrigation Efficiency (IE)'** 7 0.81 0.81 0.75 0.75 (Step6/Step7) 8 6,375.93 577.78 15,409.33 1,600.00 (Total All Step 8+ Total SLA 9 23,963.04 sq. ft. in Step 5) (Step 3 x Step 9) Estimated Total Water Use in gallons 10 653,711.65 per year (ETWU) -total shall not exceed MAWA *Eta West of 1-5=40; East of 1-5 and West of El Cami no Real = 44.0; East of El Camino Real = 47.0 SLA Applicant may provide a different Eta if supported by documentation subject to approval by the City Planning Division **Plant Factor & Water Use 0.1 = VLW -Very Low Water Use Plants 0.3 = LW -Low Water Use Plants 0.5 =MW-Moderate Water Use Plants 0.8 = HW -High Water Use Plants Landscape Irrigation Water Analysis Maximum Applied Water Allowance {MAWA) Residential: MAWA = (Eto)(0.621[(0.55 x LA)+ ((1-0.45) x SLA)l Eta= 44 Constant= 0.62 LA= 1,245 SLA= Maximum Applied Water Allowance= 18,679.98 Hydrozone Table for Calculating ETWU LOT2 Please complete the hydrozone ta ble(s). Use as many tables as necessary. CllY OF CARLSBAD ESTIMATED TOTAL WATER USE ETWU) Process Step l 3 3 No. (Below) Evapotranspiratrion Rate (Eto)* l 44 Conversion Factor 2 0.62 (Step 1 x Step 2) 3 27.28 Plant Factor (PF)** (From WUCOLS) (VLW-HW) 4 0.30 a.so 0.30 0.1-0.8 Area of Hydrozone (sq. ft.) 5 842 403 (HA) Step 4 x Step 5) 6 252.60 201.50 Irrigation Efficiency (IE)* .. 7 0.81 0.81 0.75 (Step 6 / Step 7) 8 311.85 248.77 0.00 (Total All Step 8+Total SLA sq. ft. in Step 5) 9 560.62 (Step 3 x Step 9) Estimated Total Water Use in gallons 10 15,293.64 per year (ETWU) -total shall not exceed MAWA *Eta West of 1-5=40; East of 1-5 and West of El Camino Real= 44.0; East of El Camino Real= 47.0 SLA App licant may provide a different Eta if supported by documentation subject to approval by the City Planning Division **Plant Factor & Water Use O.l=VLW-Very Low Water Use Plants 0.3 = LW-Low Water Use Plants 0.5 = MW -Moderate Water Use Plants 0.8 = HW • High Water Use Plants Landscape Irrigation Water Analysis Maximum Applied Water Allowance (MAWA) Residential: MAWA = (Eto)(0.62)[(0.55 x LA)+ ((1-0.45) x SLA)] Eta= 44 Constant= 0.62 LA= SLA = 1,555 Maximum Applied Water Allowance= 23,331.22 Hydrozone Table for Calculating ETWU LOT 1 Please complete the hydrozone table(s). Use as many tables as necessary. CllY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Process Step 1 2 3 No. (Below) Evapotranspiratrion Rate 1 44 (Eto)* Conversion Factor 2 0.62 (Step 1 x Step 2) 3 27.28 Plant Factor (PF)** (From WUCOLS) (VLW-HW) 4 0.30 0.50 0.30 0.1-0.8 Area of Hydrozone (sq. ft.) 5 966 589 (HA) Step 4x Step 5) 6 289.80 294.50 Irrigation Efficiency (IE)*** 7 0.81 0.81 0.75 (Step 6/ Step 7) 8 357.78 363.58 0.00 (Total All Step 8 + Total SLA sq. ft. in Step SI 9 721.36 (Step 3 x Step 9) Estimated Total Water Use in gallons 10 19,678.65 per year (ETWU)-total shall not exceed MAWA *Eta West of 1-5=40; East of 1-5 and West of El Camino Real= 44.0; East of El Camino Real = 47.0 SLA Applicant may provide a different Eta if supported by documentation subject to approval by the City Planning Division **Plant Factor& Water Use 0.1 = VLW -Very Low Water Use Plants 0.3 = LW -Low Water Use Plants 0.5 = MW -Moderate Water Use Plants 0.8 = HW-High Water Use Plants Landscape Irrigation Water Analysis Maximum Applied Water Allowance (MAWA) Residential: MAWA = (Eto)(0.62)[(0.55 x LA)+ ((1-0.45) x SLA)] Eta= 44 Constant= 0.62 LA= 1,609 SLA= Maximum Applied Water Allowance = 24,141.44 Hydrozone Table for Calculating ETWU LOT3 Please complete the hydrozone table(s). Use as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Process Step 1 2 3 No. (Below) Evapotranspiratrion Rate 1 44 (Eta)* Conversion Factor 2 0.62 (Step 1 x Step 2) 3 27.28 Plant Factor (PF)** (From WUCOLS) (VLW-HW) 4 0.30 0.50 0.30 0.1-0.8 Area of Hydrozone (sq. ft.) 5 783 826 (HA) Step 4x Step 5) 6 234.90 413.00 Irrigation Efficiency (IE)*** 7 0.81 0.81 0.75 (Step 6/ Step 7) 8 290.00 509.88 0.00 (Total All Step 8 + Total SLA 9 799.88 s . ft. in Step 5) (Step 3 x Step 9) Estimated Total Water Use in gallons 10 21,820.63 per year (ETWU) -total shall not exceed MAWA *Eta West of 1-5=40; East of 1-5 and West of El Camino Real= 44.0; East of El Camino Real= 47.0 SLA Applicant may provide a different Eta if supported by documentation subject to approval by the City Planning Division **Plant Factor & Water Use 0.1 =VLW-Very Low Water Use Plants 0.3 = LW -Low Water Use Plants 0.5 =MW-Moderate Water Use Plants 0.8 = HW -High Water Use Plants VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM DESIGN PSI FRICTION LOSS PSI 1-1 HUNTER ACZ-07540 (PRIVATE DRIP RCV) 3/4" AREA FOR DRIPLINE 8.31 30 1.81 42.1 1-2 HUNTER ACZ-07540 (PRIVATE DRIP RCV) 3/4" AREA FOR DRIPLINE 2.21 30 0.05 37.0 1-3 HUNTER PGV-ASV 314" BUBBLER 0.5 30 0.03 31.0 2-1 HUNTER ACZ-07540 (PRIVATE DRIP RCV) 314" AREA FOR DRIPLINE 3.77 30 0.45 37.5 2-2 HUNTER ACZ-07540 (PRIVATE DRIP RCV) 3/4" AREA FOR DRIPLINE 5.24 30 1.36 38.6 2-3 HUNTER PGV-ASV 314" BUBBLER 0.5 30 0.01 31.0 3.1 HUNTER PGV-ASV 314" SHRUB ROTARY 0.82 40 0.03 41.0 3-2 HUNTER PGV-ASV 3/4" SHRUB ROTARY 0.77 40 0.03 41.0 3.3 HUNTER ACZ-07540 (PRIVATE DRIP RCV) 3/4" AREA FOR DRIPLINE 1.38 30 0.02 37.0 3-4 HUNTER ACZ-07540 (PRIVATE DRIP RCV) 3/4" AREA FOR DRIPLINE 9.56 30 1.94 43.5 3.5 HUNTER PGV-ASV 314" BUBBLER 0.5 30 0.03 31.0 4-1 HUNTER ACZ-07540 (PRIVATE DRIP RCV) 3/4" AREA FOR DRIPLINE 7.58 30 2.06 41.6 4-2 HUNTER PGV-ASV 314" SHRUB ROTARY 1.67 40 0.19 41.4 4-3 HUNTER PGV-ASV 314" SHRUB ROTARY 1.47 40 0.18 41.3 4-4 HUNTER PGV-ASV 314" BUBBLER 0.5 30 0.03 31 .0 5· 1 HUNTER PGV-ASV 3/4" BUBBLER 0.5 30 0.02 31.0 5-2 HUNTER ACZ-07540 (PRIVATE DRIP RCV) 3/4' AREA FOR DRIPLINE 9.24 30 2.38 43.6 5.3 HUNTER ACZ-07540 (PRIVATE DRIP RCV) 3/4" AREA FOR DRIPLINE 3.9 30 0.36 37.4 6· 1 HUNTER ACZ-07540 (PRIVATE DRIP RCV) 3/4" AREA FOR DRIPLINE 1.67 30 0.03 37.0 6·2 HUNTER ACZ-07540 (PRIVATE DRIP RCV) 314' AREA FOR DRIPLINE 4.24 30 0.81 37.8 6-3 HUNTER PGV-ASV 3/4" BUBBLER 0.5 30 0.02 31.0 7-1 HUNTER ACZ-07540 (PRIVATE DRIP RCV) 314" AREA FOR DRIPLINE 5.65 30 1.51 39.2 7-2 HUNTER ACZ-075-40 (PRIVATE DRIP RCV) 3/4" AREA FOR DRIPLINE 2.19 30 0.04 37.0 7-3 HUNTER PGV-ASV 3/4" BUBBLER 5.33 30 1.96 34.0 8-1 HUNTER ACZ-075-40 (PRIVATE DRIP RCV) 3/4" AREA FOR DRIPLINE 1.95 30 0.03 37.0 8·2 HUNTER ACZ-07540 (PRIVATE DRIP RCV) 3/4' AREA FOR DRIPLINE 6.37 30 2.04 40.4 8-3 HUNTER PGV-ASV 3/4" BUBBLER 0.5 30 0.02 31.0 9-1 HUNTER ACZ-075-40 (PRIVATE DRIP RCV) 3/4" AREA FOR DRIPLINE 2.26 30 0.07 37.1 9-2 HUNTER ACZ-075·40 (PRIVATE DRIP RCV) 3/4" AREA FOR DRIPLINE 7.74 30 2.96 42.7 9-3 HUNTER PGV•ASV 3/4" BUBBLER 0.5 30 0.02 31.0 10-1 HUNTER ACZ-07540 (PRIVATE DRIP RCV) 3/4" AREA FOR DRIPLINE 1.9 30 0.06 37.1 10-2 HUNTER ACZ-075•40 (PRIVATE DRIP RCV) 3/4" AREA FOR DRIPLINE 6.27 30 2.16 40.4 10-3 HUNTER PGV-ASV 3/4" BUBBLER 0.5 30 0.02 31.0 11 -1 HUNTER ACZ-07540 (PRIVATE DRIP RCV) 3/4" AREA FOR DRIPLINE 1.5 30 0.03 37.0 11-2 HUNTER ACZ-075-40 (PRIVATE DRIP RCV) 3/4' AREA FOR DRIPLINE 5.35 30 1.56 38.9 11 -3 HUNTER PGV-ASV 3/4' BUBBLER 0.5 30 0.02 31.0 12-1 HUNTER ACZ-075-40 (PRIVATE DRIP RCV) 3/4" AREA FOR DRIPLINE 1.42 30 0.02 37.0 12-2 HUNTER ACZ-075-40 (PRIVATE DRIP RCV) 3/4" AREA FOR DRIPLINE 5.26 30 1.49 38.7 12-3 HUNTER PGV-ASV 3/4" BUBBLER 0.5 30 0.02 31.0 13-1 HUNTER ACZ-075-40 (PRIVATE DRIP RCV) 3/4" AREA FOR DRIPLINE 4.8 30 0.26 37.3 13-2 HUNTER ACZ-075-40 (PRIVATE DRIP RCV) 3/4" AREA FOR DRIPLINE 2.55 30 0.37 37.4 13-3 HUNTER PGV-ASV 3/4" BUBBLER 0.5 30 0.01 31.0 134 HUNTER PGV-ASV 314" SHRUB ROTARY 3.65 40 0.38 42.0 13-5 HUNTER PGV-ASV 3W SHRUB ROTARY 3.96 40 0.65 42.4 A· 1 HUNTER ICV-G·FS-AS-ADJ (RCV) 1" BUBBLER 5.5 30 1.04 33.6 A-2 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 15.08 40 2.76 45.8 A-3 HUNTER ICV·G-FS-AS-ADJ (RCV) 1-112" SHRUB ROTARY 22.36 40 3.38 47.8 A-4 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" AREA FOR DRIPLINE 11.51 30 3.47 53.2 A-5 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" BUBBLER 3,5 30 0.86 33.2 A-6 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" AREA FOR DRIPLINE 5.72 3D 212 44,8 A-7 HUNTER ICV·G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 1.24 40 0.03 42.1 A-8 HUNTER ICV·G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 1.54 40 0.03 42.1 A-9 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" BUBBLER 4 3D 0.93 33.3 A-1 0 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" AREA FOR DRIPLINE 4.11 30 0.97 43.4 A-1 1 HUNTER ICV·G-FS•AS-ADJ (RCV) 1" SHRUB ROTARY 14.09 40 3.18 46.2 A-12 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 14.07 40 3.65 46.6 A-13 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" AREA FOR DRIPLINE 3.42 30 0.22 43.0 A-14 HUNTER ICV·G-FS-AS-ADJ (RCV) 1" BUBBLER 0.5 30 32.0 A-15 HUNTER ICV·G-FS-AS·ADJ (RCV) 1" BUBBLER 3.5 30 0.59 32.9 A-16 HUNTER ICZ-151-40 (DRIP CONTROL ZONE KIT) 1-1/2" AREA FOR DRIPLINE 6.88 30 0.18 41.2 A-17 HUNTER ICV•G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 2.7 40 0.08 42.3 A-18 HUNTER ICV·G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 2.5 40 0.1 42.3 A-19 HUNTER ICV·G-FS-AS·ADJ (RCV) 1-1/2" SHRUB ROTARY 26.92 40 4.47 51.6 A-20 HUNTER ICV-G-FS-AS-ADJ (RCV) 1-112" SHRUB ROTARY 25.73 40 4.06 50.5 A-21 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" BUBBLER 5.5 30 1.31 33.9 A-22 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 2.2 40 0,04 42.2 A-23 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 2.69 40 0.13 42.3 A-24 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" BUBBLER 4.5 30 0.66 33.1 A-25 HUNTER ICV-G-FS-AS-ADJ (RCV) 1-1/2" SHRUB ROTARY 23.44 40 3.05 48.1 A-26 HUNTER ICV-G-FS-AS-ADJ (RCV) 1-1/2" SHRUB ROTARY 29.36 40 7.24 55.9 A-27 HUNTER ICV-G-FS-AS-ADJ (RCV) 1-1/2" SHRUB ROTARY 21.84 40 4.37 48.5 A-28 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 13.04 40 4.15 47.1 A-29 HUNTER ICV-G-FS-AS·ADJ (RCV) 1-1/2" SHRUB ROTARY 29.89 40 7.54 56.5 A-30 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 5.92 40 0.91 43.5 A-31 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 9.4 40 1.41 44.3 A-32 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 14.18 40 2.51 45.5 A-33 HUNTER ICV-G-FS-AS-ADJ (RCV) 1-1/2" SHRUB ROTARY 32.76 40 3.94 56.0 A-34 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 17.36 40 2.52 45.5 A-35 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" BUBBLER 5 30 0.82 33.3 A-36 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" AREA FOR DRIPLINE 7.17 30 2.63 46.8 A-37 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 9.88 40 1.25 44.2 A-38 HUNTER ICZ· 10140 (DRIP CONTROL ZONE KIT) 1'' AREA FOR DRIPLINE 6.38 30 3.19 46.6 A-39 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" BUBBLER 5 30 2.3 34.8 PSl@POC 43.0 37.1 37.7 39.1 71.9 71.9 68.0 77.1 64.7 42.4 41.4 43.9 48.3 40.3 37.1 38.0 39.5 37.1 37.1 41.0 37.2 43.6 37.1 41.1 37.1 39.5 37.1 39.3 37.5 37.5 42.3 42.7 56.0 68.2 70.1 75.5 72.2 83.9 81.0 81.0 80.9 91 .0 93.8 94.2 94.0 83.0 82.8 94.1 96.4 96.4 94.8 93.7 77.1 91,8 92.0 80.4 95.4 81.1 73.7 72.4 81.7 68.7 69.6 69.4 79.8 69.4 57.2 70.7 68.2 70.6 58.9 PRECIP 0.72 inlh 0.72 in/h 1.7 in/h 0.72 inlh 0.72 inlh 1.7 inlh 0.53 in/h 0.54 in/h 0.72 inlh 0.72 in/h 1.7 in/h 0.72 in/h 0.47 in/h 0.46 in/h 1.7 inlh 1.7 in/h 0.72 in/h 0.72 in/h 0.72 inlh 0.72 in/h 1.7 in/h 0.72 in/h 0.72 in/h 0.72 in/h 0.72 in/h 0.72 in/h 1.7in/h 0.72 in/h 0.72 in/h 1.7 in/h 0.72 in/h 0.72 inlh 1.7 in/h 0.72 in/h 0.73 inlh 1.7 inlh 0.72 inlh 0.73 inlh 17 in/17 0.72 in/h 0.72 in/h 1.7in/h 0.64 inlh 0.7 in/h 1.7 inlh 0.52 inlh 0.5 inlh 0.72 inlh 1.7 in/h 0.72 inlh 0.42 in/h 0.43 inlh 1.7 in/h 0.72 in/h 0.27 inlh 0.28 inlh 0.72 in/h 1.7 in/h 0.87 in/h 0.72 in/h 0.51 in/h 0.52 in/h 0.29 in/h 0.28 inlh 1.7 in/h 0.56 inlh 0.49 inlh 1.7 in/h 0.28 in/h 0.26 inlh 0.3 inlh 0.28 in/h 0.29 inlh 0.26 inlh 0.26 inlh 0.25 inlh 0.33 inlh 0.25 in/h 1.7 in/h 0.72 inlh 0.62 in/h 0.72 in/h 1.7 inlh CRITICAL ANALYSIS Generated: 2023-07-191E P.O.C. NUMBER: 01 Water Source Information: 490 pressure; FLOW AVAILABLE Water Meter Size: 1-112" Flow Available 70.55 GPM PRESSURE AVAILABLE Static Pressure at POC: 79PSI Elevation Ghange: 0.00 fl Service Line Size: 2" Length of Service Line: 20ft Booster P,um12 ~ressure QrDVided: 25 PSI Pressure Available: 103 PSI DESIGN ANALYSIS Maximum Multi-valve Flow: 40.32 GPM Flow Available at POC: 70.55 GPM Residual Flow Available: 30.23 GPM Critical Station: A-17 Design Pressure: 40 PSI Friction Loss: 0.07 PSI Fittings Loss: 0.01 PSI Elevalion Loss: OPSI Loss through Valve: 2.21 PSI Pressure Req. at Critical Stalion: 42.3 PSI Loss for Fittings 2.7 PSI Loss for Main Line: 27.0 PSI Loss for POC to Valve Eleva1ion: 7.36 PSI Loss for Backflow: 13.4 PSI Loss for Master Valve: 0.81 PSI Loss for Water Meter: 3.35 PSI Critical Station Pressure at POC: 96.9 PSI Pressure Available: Residual Pressure Available: 103 PSI 6.13 PSI KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 "AS BUILT" IRRIGATION CALCULATIONS RCE __ _ EXP,----DATE Ll-10 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVIE\.IED BY, INSPECTOR CITY OF DATE CARLSBAD I\OSCAp ,_ l------l--+-----------+--+----+---+----11 SHi~T 11 _,.,, . PLANNING DIVIS □N g m p ;=L;::::;A::;:N;:;:O'.,,':SC;;::;A:;;;Pf;::::::::::::::::::::::::::::::::::::::::::::::::::::::::===~ OCEAN VIEW POINT \te r so17 "' -' V C: ~ r<"' -· on "'- 3176 Lionshead Ave Su!tel02 Carlsbad, CA 92010 gmplandarch.com T 8S8 S58 8977 CARLSBAD, CA 92008 APN• XXX-XXX-XX-XX t----+---+--------------+---t---+---t---1 I APPROVE0~ 4/ U.,,,, _PLANNING ~ 1•'3tft) DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. • LPC2023-0005 CDP2022-0014 DRAWING NO. 542-11 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 Landscape Irrigation Water Analysis LOT 4 Maximum Applied Water Allowance (MAWA) Residential: MAWA = (Eto)(0.62)[(0.55x LA)+ ((1-0.45) x SLA)] Eta= 44 Constant= 0.62 LA= 1,286 SLA= Maximum Applied Water Allowance= 19,295.14 Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). Use as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Process Step 1 2 3 No. (Below) SLA Evapotranspiratrion Rate (Eto)* 1 44 Conversion Factor 2 0.62 (Step 1 x Step 2) 3 27.28 Plant Factor ( PF) .. (From WUCOLS) (VLW-HW) 4 0.30 0.50 0.30 0.1-0.8 Area of Hydrozone (sq. ft.) s 514 456 316 (HA) Step 4x Step 5) 6 154.20 228.00 95.00 Irrigation Efficiency (IE)*** 7 0.81 0.81 0.75 (Step 6 / Step 7) 8 190.37 281.48 126.67 (Total All Step 8+ Total SLA 9 598.52 sq. ft. in Step 5) (Step 3x Step 9) Estimated Total Water Use in gallons 10 16,327.59 per year (ETWU) -total shall not exceed MAWA *Eto West of 1-5=40; East of 1-5 and West of El Camino Real =44.0; East of El Camino Real= 47.0 Applicant may provide a different Eto if supported by documentation subject to approval by the City Planning Division **Plant Factor & Water Use 0.1 = VLW -Very Low Water Use Plants 0.3 = LW -Low Water Use Plants 0.5 = MW -Moderate Water Use Plants 0.8 = HW-High Water Use Plants Landscape Irrigation Water Analysis LOT 8 Maximum Applied Water Allowance (MAWA) Residential: MAWA = (Eto)(0.62)1(0.55 x LA)+ ((1-0.45) x SLA)] Eto = 44 Constant= 0.62 LA= 1,187 SLA= Maximum Applied Water Allowance= 17,809.75 Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). Use as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Process Step 1 2 3 No. (Below) Evapotransplratrion Rate 1 Ll4 (Eto)* Conversion Factor 2 0.62 (Step 1 x Step 2) 3 27.28 Plant Factor (PF)** (From WUCOLS) (VLW-HW) 4 0.30 a.so 0.30 0.1-0.8 Area of Hydrozone (sq. ft.) s 697 490 (HA) Step 4x Step 5) 6 209.10 245.00 95.00 Irrigation Efficiency (IE)*** 7 0.81 0.81 0.75 (Step 6 / Step 7) 8 258.15 302.47 (Total All Step 8 + Total SLA 9 560.62 s . ft. in Step 5) (Step 3 x Step 9) Estimated Total Water Use in gallons 10 15,293.64 peryear(ETWU) -total shall not exceed MAWA *Eta West of 1-5=40; East of 1-5 and West of El Camino Rea l = 44.0; East of El Camino Real= 47.0 SLA Applicant may provide a different Eta if supported by documentation subject to approval by the City Planning Division **Plant Factor & Water Use 0.1 = VLW -Very Low Water Use Plants 0.3 = LW -Low Water Use Plants 0.5 = MW -Moderate Water Use Plants 0.8 = HW -High Water Use Plants Landscape Irrigation Water Analysis LOT 5 Maximum Applied Water Allowance (MAWA) Residential: MAWA = (Eto)(0.62)[(0.55x LA)+ ((1-0.45) x SLA)] Eto = 44 Constant= 0.62 LA= 1,862 SLA= Maximum Applied Water Allowance= 27,937.45 Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). Use as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Process Step 1 2 3 SLA No. (Below) Evapotranspiratrion Rate (Eto)* 1 44 Conversion Factor 2 0.62 (Step lx Step 2) 3 27.28 Plant Factor (PF)** (From WUCOLS) [VLW-HW) 4 0.30 a.so 0.30 0.1-0.8 Area of Hydrozone (sq. ft.) s 808 1,054 (HA) Step 4x Step 5) 6 242.40 527.00 95.00 Irrigation Efficiency (IE)*** 7 0.81 0.81 0.75 (Step 6/ Step 7) 8 299.26 650.62 (Total All Step 8+ Total SLA sq. ft. in Step 5) 9 949.88 (Step 3x Step 9) Estimated Total Water Use in gallons 10 25,912.63 per year (ETWU) -total shall not exceed MAWA •Eto West of 1-5=40; East of 1-5 and West of El Camino Real= 44.0; East of El Camino Real =47.0 Applicant may provide a different Eto if supported by documentation subject to approval by the City Planning Division **Plant Factor & Water Use 0.1 = VLW -Very Low Water Use Plants 0.3 = LW-Low Water Use Plants 0.5 = MW -Moderate Water Use Plants 0.8 = HW-High Water Use Plants Landscape Irrigation Water Analysis Maximum Applied Water Allowance {MAWA) Residential: MAWA = (Eto)(0.62)[(0.55 x LA)+ ((1-0.45) x SLA)] Eto = 44 Constant= 0.62 LA= 1,368 SLA= Maximum Applied Water Allowance = 20,525.47 Hydrozone Table for Calculating ETWU LOT9 Please complete the hydrozone table(s). Use as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Process Step 1 2 3 No. (Below) Evapotranspi ratrion Rate 1 Ll4 (Eto)* Conversion Factor 2 0.62 (Step lx Step 2) 3 27.28 Plant Factor (PF)** (From WUCOLS) (VLW-HW) 4 0.30 a.so 0.30 0.1-0.8 Area of Hydrozone (sq. ft.) s 1,054 314 (HA) Step 4x Step 5) 6 316.20 157,00 95.00 Irrigation Efficiency (IE)*** 7 0.81 0.81 0.75 (Step 6/ Step 7) 8 390.37 193.83 (Total All Step 8 + Total SLA sq. ft. in Step 5) 9 584.20 (Step 3x Step 9) Estimated Total Water Use in gallons 10 15,936.91 per year (ETWU) -total shall not exceed MAWA *Eto West of 1-5=40; East of 1-5 and West of El Camino Real= 44.0; East of El Camino Real= 47.0 SLA Applicant may provide a different Eto if supported by documentation subject to approval by the City Planning Division **Plant Factor & Water Use 0.1 = VLW -Very Low Water Use Plants 0.3 = LW -Low Water Use Plants 0.5 = MW-Moderate Water Use Plants 0.8 = HW -High Water Use Plants Landscape Irrigation Water Analysis LOT6 Landscape Irrigation Water Analysis LOT? Maximum Applied Water Allowance (MAWA) Maximum Applied Water Allowance (MAWA) Residential: MAWA = (Eto)(0.62)[(0.55 x LA)+ ((1-0.45) x SLA)] Residential: MAWA = (Eto)(0.62)[(0.55x LA)+ ((1-0.45) x SLA)] Eta= 44 Eta= 44 Constant= 0.62 Constant= 0.62 LA= 820 LA= 1,041 SLA= SLA = Maximum Applied Water Allowance= 12,303.28 Maximum Applied Water Allowance= 15,619.16 Hydrozone Table for Calculating ETWU Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). Use as many tables as necessary. Please complete the hydrozone table(s). Use as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Process Step 1 2 3 SLA Process Step 1 2 3 SLA No. [Below) No. (Below Evapotranspiratrion Rate 1 Ll4 Evapotranspiratrion Rate 1 Ll4 (Eto)* (Eto)* Conversion Factor 2 0.62 Conversion Factor 2 0.62 (Step 1 x Step 2) 3 27.28 (Step 1 x Step 2) 3 27.28 Plant Factor (PF)** (From Plant Factor(PF)** (From WUCOLS) (VLW-HW) 4 0.30 0.50 0.30 WUCOLS) [VLW-HW) 4 0.30 0.50 0.30 0.1-0.8 0.1-0.8 Area of Hydrozone (sq. ft.) s 384 436 Area of 1-lydrozone (sq. ft.) s 579 462 (HA) (HA Step4xStep5) 6 115.20 218.00 95.00 Step4xStep5) 6 173.70 231.00 95.00 Irrigation Efficiency (IE)*** 7 0.81 0.81 0.75 Irrigation Efficiency [IE)*** 7 0.81 0.81 0.75 (Step6/Step7) 8 142.22 269.14 (Step 6/ Step 7) 8 214.44 285.19 (Total All Step 8 + Total SLA 9 411.36 (Total All Step 8 + Total SLA 9 499.63 sq. ft. in Step 5) sq. ft. in Step 5) (Step 3 x Step 9) Estimated (Step 3 x Step 9) Estimated Total Water Use in gallons 10 11,221.85 Total Water Use in gal Ions 10 13,629.90 per year [ETWU) -total peryear(ETWU)-total shall not exceed MAWA shall not exceed MAWA *Eto *Eto West of 1-5=40; East of 1-5 and West of El Camino Real= 44.0; East of El Camino Real= 47.0 West of 1-5=40; East of 1-5 and West of El Camino Real= 44.0; East of El Camino Real =47.0 Applicant may provide a different Eto if supported by documentation subject to approval by the City Planning Division Applicant may provide a different Eto if supported by documentation subject to approval by the City Planning Division *'Plant Factor & Water Use 0.1 = VLW-Very Low Water Use Plants 0.3 = LW - Low Water Use Plants 0.5 = MW -Moderate Water Use Plants 0.8 = HW -High Water Use Plants SC C(>.\.l \\OSCA p tter son 4., -~ v_f ~("rt --o..J:I~ on ____...l-,. w._, **Plant Factor & Water Use 0.1 = VLW -Very Low Water Use Plants 0.3 = LW -Low Water Use Plants 0.5 = MW -Moderate Water Use Plants 0.8 = HW -High Water Use Plants IRRIGATION CALCULATIONS KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 11 AS BUIL T 11 RCE __ _ EXP, ___ _ DATE Ll-11 APPROVED FOR IRRIGATION AND REVIE'w'ED BY, PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. INSPECTOR DATE CITY OF CARLSBAD •• l------l--+-----------+--+-----+--+---11 SHi~T 11 "1141' . PLANNING DIVIS □N g m p ::=L==A==N::::::D'..,::S C:;:A:::;::P f:;:::::=::::::::::=::::::::::::::::::::::::::::::::::::::======: OCEAN VIEW POINT 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 CARLSBAD, CA 92008 APN• XXX-XXX-XX-XX i----i----i---------------,c----+--+---t----t I APPROVED ,A.... 4/~ _PLANNING DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2023-0005 CDP2022-0014 ro/,,,ti, DATE DRAWING NO. 542-11 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 Landscape Irrigation Water Analysis LOT10 Maximum Applied Water Allowance (MAWA) Residential: MAWA = (Eto)(0.62)[(0.55 x LA)+ ((1-0.45) x SLA)] Eto = 44 Constant = 0.62 LA= 1,148 SLA = Maximum Applied Water Allowance= 17,224.59 Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). Use as many tables as necessary. Cl1YOF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Process Step 1 2 3 No. (Below) SLA Evapotranspiratrion Rate 1 44 (Eta)~ Conversion Factor 2 0.62 (Step 1 x Step 2) 3 27.28 Plant Factor (PF)** (From WUCOLS) (VLW-HW) 4 0.30 0.50 0.30 0.1-0.8 Area of Hydrozone (sq. ft.) s 478 670 (HA) Step 4x Step 5) 6 143.40 335.00 95.00 Irrigation Efficiency (IE)*** 7 0.81 0.81 0.75 (Step 6 / Step 7) 8 177.04 413.58 (Total All Step 8+Total SLA 9 590.62 sq. ft. in Step 5) (Step 3 x Step 9) Estimated Total Water Use in gallons 10 16,112.04 peryear(ETWU) -total shall not exceed MA WA *Eto West of 1-5=40; East of 1-5 and West of El Camino Real= 44.0; East of El Camino Real= 47.0 Applicant may provide a different Eta if supported by documentation subject to approval by the City Planning Division **Plant Factor & Water Use 0.1 =VLW-Very Low Water Use Plants 0.3 = LW-Low Water Use Plants 0.5 =MW-Moderate Water Use Plants 0.8 = HW -High Water Use Plants Landscape Irrigation Water Analysis LOT 11 Maximum Applied Water Allowance (MAWA} Residential: MAWA = (Eto)(0.62)((0.55 x LA)+ ((1-0.45) x SLA)] Eto= 44 Constant= 0.62 LA= 923 SLA= Maximum Applied Water Allowance= 13,848.69 Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). Use as many tables as necessary. Cl1Y OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Process Step 1 2 3 SLA No. (Below) Evapotranspiratrion Rate 1 44 (Eto)* Conversion Factor 2 0.62 (Step 1 x Step 2) 3 27.28 Plant Factor (PF)*• (From WUCOLS) (VLW-HW) 4 0.30 0.50 0.30 0.1-0.8 Area of Hydrozone (sq. ft.) 5 886 36 (HA) Step 4x Step 5) 6 265.80 18.00 95.00 Irrigation Efficiency (IE)*** 7 0.81 0.81 0.75 (Step 6 / Step 7) 8 328.15 22.22 (Total Al I Step 8 + Total SLA 9 350.37 sq. ft. in Step 5) (Step 3 x Step 9) Estimated Total Water Use in gallons 10 9,558.10 peryear(ETWU)-total shall not exceed MAWA *Eto West of 1-5=40; East of 1-5 and West of El Camino Real= 44.0; East of El Camino Real= 47.0 Applicant may provide a different Eto if supported by documentation subject to approval by the City Planning Division **Plant Factor & Water Use 0.1 = VLW -Very Low Water Use Plants 0.3 = LW -Low Water Use Plants 0.5 = MW -Moderate Water Use Plants 0.8 = HW -High Water Use Plants Landscape Irrigation Water Analysis LOT12 Maximum Applied Water Allowance (MAWA} Residential: MAWA = (Eto}(0.62)[{0.55x LA)+ ((1-0.45) x SLA}] Eto = 44 Constant= 0.62 LA= 834 SLA= Maximum Applied Water Allowance= 12,513.34 Hydrozone Table for calculating ETWU Please complete the hydrozone table(s). Use as many tables as necessary. C/1Y OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Process Step 1 2 3 SLA No. (Below) Evapotranspiratrion Rate 1 44 (Eta)* Conversion Factor 2 0.62 (Step lx Step 2) 3 27.28 Plant Factor (PF)** (From WUCOLS} (VLW-HW) 4 0.30 a.so 0.30 0.1-0.8 Area of Hydrozone (sq. ft.) 5 334 500 (HA) Step 4x Step 5) 6 100.20 250.00 Irrigation Efficiency (IE)*** 7 0.81 0.81 (Step 6/ Step 7) 8 123.70 308.64 (Total All Step 8+ Total SLA sq. ft. in Step 5) 9 432.35 (Step 3x Step 9) Estimated Total Water Use in gallons 10 11,794.39 per year (ETWU) -total shall not exceed MAWA *Eto West of 1-5=40; East of 1-5 and West of El Camino Real =44.0; East off/ Camino Real = 47.0 Applicant may provide a different Eto if supported by documentation subject to approval by the City Planning Division **Plant Factor & Water Use 0.1 = VLW -Very Low Water Use Plants 0.3 = LW -Low Water Use Plants 0.5 =MW-Moderate Water Use Plants 0.8 = HW -High Water Use Plants Landscape Irrigation Water Analysis Maximum Applied Water Allowance (MAWA} Residential: MAWA = (Eto)(0.62)[{0.SSx LA}+ ((1-0.45) x SLA)) Eto = 44 Constant= 0.62 LA= 857 SLA= Maximum Applied Water Allowance= 12,858.43 Hydrozone Table for Calculating ETWU LOT13 Please complete the hydrozone table(s). Use as many tables as necessary. Cl1Y OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Process Step 1 2 3 No. (Below) Evapotranspiratrion Rate (Eta)* 1 44 Conversion Factor 2 0.62 (Step 1 x Step 2) 3 27.28 Plant Factor (PF)** (From WUCOLS} (VLW-HW) 4 0.30 0.50 0.30 0.1-0.8) Area of Hydrozone (sq. ft.) 5 857 (HA) Step 4x Step 5) 6 257.10 0.00 Irrigation Efficiency (IE)*** 7 0.81 0.81 (Step 6/ Step 7) 8 317.41 (Total All Step 8 + Total SLA sq. ft. inStep5) 9 317.41 (Step 3 x Step 9) Estimated Total Water Use in gallons 10 8,658.87 per year (ETWU) -total shall not exceed MAWA *Eto West of 1-5=40; East of 1-5 and West of El Camino Real =44.0; East of El Camino Real= 47.0 SLA Applicant may provide a different Eta if supported by documentation subjectto approval by the City Planning Division **Plant Factor & Water Use 0.1 = VLW -Very Low Water Use Plants 0.3 = LW -Low Water Use Plants 0.5 =MW-Moderate Water Use Plants 0.8 = HW -High Water Use Plants KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 11 AS BUILT" IRRIGATION CALCULATIONS RCE __ _ EXP,----DATE Ll-12 APPROVED FOR IRRIGATION AND REVIE\./ED BY, PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. INSPECTOR DATE CITY OF CARLSBAD i~ l-------i---+-----------+--+-----l----+-----11 SH~~T 11 -..,, . PLANNING DIVIS □N g m p :::LA===N:::::::05'.;::C:;:::A::;;::Pf:;:===:::::::::=:::::::=::::::::::::::::::======: 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OltlER APPROVAL CITY APPROVAL OCEAN VI EW POINT PLANNING DWN BY: CHKD BY: __ _ RVWD BY: CARLSBAD, CA 92008 APN, XXX-XXX-XX-XX PROJECT NO. LPC2023-0005 CDP2022-0014 10 /,,,, li1 DATE DRAWING NO. 542-11 GMP JOB NO: 21-058 PLOT DA TE: October 4, 2023 CONTROLLER STAINLESS STEEL NEMA 3R---=JI WEATHERPROOF ENCLOSURE (UL LISTED) POWER SWITCH AND GFI RECEPTACLE FILL BASE OF QUICKPAD WITH ½' PEA GRAVEL TO TOP Of BASE UNIT FINISH GRADE 2'' BELOW TOP OF MOUNTING PAD COMPACTED SOIL _ 1" PVC CONDUIT FOR 120H'i'~=:WJ VAC FROM POWER SUPPL-J.l..--'111 PER NEC CODE 1¼• PVC CONDUIT FOR FLOW - -1 SENSOR/MV WIRES (PAIGE CABLE P-7162-D) IF REQ. NOTES: G RAIN SENSOR INSIDE A VANDAL RESISTANT ENCLOSURE MASTER VALVE RELAY ASSEMBLY OR PUMP START RELAY ASSEMBLY (OPTIONAL) TERMINAL BOARD REMOTE ACCESS CONNECTOR (OPTIONAL) #6 AWG SOLID COPPER WIRE V.I.T. STRONGBOX QUICKPAD PLAN VIEW ENCLOSURE MOUNTING PAD BASE ==\,J;,;F-1)'." COMMUNICATION CABLE --'=1-1-PVC CONDUIT(IFREQ.) PVC CONDUIT FOR CONTROL WIRES, SIZE AS REQUIRED T'"'""'.:L/. ... J:::::: ¾"x 8' COPPER GROUND ROD WITH , "'-./;rll,l I #6 BARE GROUND WIRE AND CLAMP ,,, PVC SWEEP ELL CONRETE PAD 12" ROUND VALVE BOX CLAMP WIRE CONNECTION 1. CONTRACTOR SHALL CONSULT SITE UTILITY AS-BUILT(S) AND BECOME (1 ½' OR LARGER) 6AWG SOLID COPPER WIRES FAM ILIAR WITH ALL UNDERGROUND ITEMS WITHIN PROJECT SCOPE 2. FOR HIGH LIGHTNING PRONE AREAS USE BOTH GROUND ROD AND GROUND PLATE. SECTION 3. ALL ITEMS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 4. ALL INSTALLATIONS SHALL MEET MINIMUM REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) AND SOUND PRACTICES OF THE INSTITUTE OF ELECTRICAL & ELECTRONIC ENGINEERS (IEEE) TO ENSURE PERSONNEL SAFETY AND EQUIPMENT RELIABILITY. 5. EARTH RESISTANCE SHALL BE MEASURED AND RECORDED AFTER INSTALLATION WITHIN ACCORDANCE OF LA TEST REQUIREMENTS OF NFPA 780. DESIRED READINGS ARE 5 TO 10 OHMS BUT NO MORE THAN 25 OHMS. 6. FOR FURTHER REQUIREMENTS CONSULT THE ASIC GUIDELINE 100-2002 FOR EARTH GROUNDING ELECTRONIC EQUIPMENT IN IRRIGATION SYSTEMS. 7. PROVIDE RECTANGULAR PULL BOX FOR LOW VOLTAGE CONTROL WIRE SPLICES AT BASE OF CONTROLLER. A PEDESTAL MOUNT CONTROLLER SCALE: 1'•1" P-2105800-IRR-01 FINISHED GRADE IN TURF AREAS EZ-FLO SHUT OFF VALVES PROPORTIONING CAP WITH FEED ADJUSTMENT KNOB AIR VENT VALVE VALVE BOX WITH LOCKING LID 36"Lx24"Wx24'H ©FINISHED GRADE IN SHRUB AREAS 0 wATER IN -CONNECT BLACK TUBE TO BLUE CONNECTIONS ON PROPORTIONING CAP AND COUPLING B PRESSURE RELIEF VALVE 9 MAIN LINE FROM BACKFLOW (4) BRICK SUPPORTS 11 ¾" ROCK, 3 CUBIC FEET ¼" TUBING CLAMP -GREEN AND BLUE COUPLING TUBING CONNECTIONS @Ez BALL VALVE COUPLING CONNECTOR -INSTALL ACCORDING TO WATER FLOW DIRECTION ARROW NOTES: LANDSCAPE FABRIC USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM DISCHARGE SIDE OF ASSEMBLY. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. FOLLOW ALL MANUFACTURER DIRECTIONS AND RECOMMENDATIONS. USE ONLY APPROVED FERTIGATION FORMULAS. DO NOT USE ANY PESTICIDES, HERBICIDES OR FUNGICIDES IN UNIT. USE VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER DEPTH. EZ-FLO FERTILIZER INJECTOR SCALE: 1"•1" ~I-H-------1 18' TYP. NOTE: EZ-FLO FERTIGATION UNIT PER PLAN PVC MAIN LINE TO VALVE MANIFOLD FERTILIZER OUT -CONNECT CLEAR TUBE TO GREEN CONNECTIONS ON PROPORTIONING CAP AND COUPLING ®FILL VALVE DRAIN VALVE INCLUDED P-2105800-IRR-05 01RRIGATION MAINLINE INSTALLED 13' OFF HARDSCAPE EDGE ©QUICK COUPLER VALVE ON SWING JOINT IN ROUND VALVE BOX HARDSCAPE EDGE SCH. 80 PVC UNION BALL TYPE ISOLATION VALVE, IF SPECIFIED 0scH. 80 PVC TEE, SxSxS MAINLINE X MANIFOLD SIZE 0scH. 80 PVC TEE, sxsxs, SIZE PER LARGEST VALVE ©MINIMUM 12' SEPARATION BETWEEN ALL VAL VE BOXES ©IRRIGATION SUB-MAINLINE, SIZE PER LARGEST VALVE @REMOTE CONTROL VALVE @LATERAL LINE TO SPRINKLERS IF MANIFOLD SUB-MAIN IS AT VALVE DEPTH, TEE INTO VALVE WITH SCH.BO NIPPLE, LENGTH AS REQUIRED. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE VALVE MANIFOLD INSTALLATION SCALE: 1" a 1" P-2105800-IRR-09 :c "' !i: (.) w WO a_ :,: "'u Wz Ww "' 0: 0--- NOTES: INSTALLATION MUST CONFORM TO LOCAL CODES CONTRACTOR MUST PROVIDE BACKFLOW CERTIFICATION. 0REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER, PER LEGEND 2 WYE STRAINER 3 BRASS NIPPLES (LENGTH AS REQ.) 4 FINISHED GRADE 5 SCH.BO PVC FEMALE ADAPTER. 6 PVC PRESSURE SUPPLY LINE, SEE SPECIFICATIONS. 012"x12'x12" CONCRETE THRUST BLOCKS BRASS TXT ELL, LINE SIZE COPPER SXT ELL, LINE SIZE TYPE 'K' COPPER TUBING FROM WATER METER. 0 V.I.T. STRONGBOX QP-30BF QUICK PAD, IF ENCLOSURE IS SPECIFIED, SET 2' ABOVE GRADE ©FILL BASE OF QUICKPAD WITH¾" ROCK TO TOP OF BASE OF UNIT @sTAINLESS STEEL ENCLOSURE (IF SPECIFIED) ®PRESSURE REGULATOR ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. ALL BRASS OR COPPER BELOW GRADE SHALL HAVE AWWA C209 APPROVED PIPE TAPE. BACKFLOW DEVICE WITH PRESSURE REGULA TOR SCALE: 1" = 1" P-2105800-IRR-02 ©FINISHED GRADE IN TURF AREAS ©PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. 0DUAL UNION CONNECTIONS AS PART OF BALL VALVE, THREADED IF SPECIFIED IN LEGEND 4 FINISHED GRADE IN SHRUB AREAS s MAINLINE, DEPTH PER SPECS. 6 (4) BRICK SUPPORTS 7 ¾" ROCK, 2 CUBIC FT. B LANDSCAPE FABRIC 9 PVC SCH 80 FEMALE ADAPTER PVC SCH 80 THREADED NIPPLE NOTES: A A A A A A A A A A A A A A A A A A BOX TO BE INSTALLED TO ALLOW FOR PROPER OPERATION OF BALL VALVE HANDLE. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAINLINE DEPTH. ALL THREADED CONNECTIONS SHALL HAVE TEFLON TAPE OR PASTE. BALL VALVE -TRUE UNION SCALE: 1"=1" #1 PLAN VIEW "'"'<., ,::fl~ cc #3 COMMUNICATION CABLE PULL BOX RCV+STATION # #2 REMOTE CONTROL VALVE MV #2 MASTER CONTROL VALVE FS #2 FLOW SENSOR BV #2 BALL VALVE-3' OR LESS BV #1 BALL VALVE -4" OR LARGER FZ #1 FERTILIZER INJECTOR BS #2 BASKET STRAINER MS #2 MOISTURE SENSOR PB #2 CONTROL WIRE PULL BOX QCV #3 QUICK COUPLER VALVE FV #4 FLUSH VALVE SLV #3 SLEEVE MARKER DV #2 DRAIN VALVE ARV #4 AIRNACUUM RELIEF PR #2 PRESSURE REG. VALVE HM #2 HYDROMETER GR #4 GROUNDING ROD 12" NOTES: P-2105800-IRR-06 0 #1 -JUMBO RECTANGULAR VALVE BOX (22"x16"x12") 0 #2-STANDARD RECTANGULAR VALVE BOX (18"x12"X12") 3 #3-ROUND VALVE BOX (10' DIA) 4 #4 -ROUND VALVE BOX (6' DIA) s EDGE OF PAVING, WALL OR BUILDING 6 2" LABELING PER SPECIFICATIONS, SEE TABLE 0 CONTROLLER/EQUIPMENT DESIGNATION 0 vALVE NUMBER IDENTIFICATION 1. VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING OR ALUMINUM ASPHALT BASED WATERPROOF PAINT, 2. CONTROL VALVES SHALL BE INSTALLED TO ALLOW ORDERLY ARRANGEMENT Of VALVE BOXES. 3. LOCATE VAf.VE ASSEMBLIES IN SHRUB OR GROUND COVER AREAS WHEN POSSIBLE. 4. LOCATION OF VALVE ASSEMBLI ES SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 5. CENTER VALVE BOXES OVER VALVE ASSEMBLE TO FACILITATE ACCESS AND MAINTENANCE. 6. SET VALVE BOXES AT EQUAL ELEVATIONS WITH TOPS AT FINISH GRADE IN TURF AREAS OR 3' ABOVE FINISH GRADE IN SHRUB/GROUND COVER AREAS. 7. VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF PAVEMENT. 8. DO NOT DEFORM OR COLLAPSE VALVE BOX BY EXCESSIVE SOIL COMPACTING AROUND BOX. 9. ON RECYCLED SYSTEMS ALL VALVE BOXES AND QUICK COUPLING VALVES SHALL BE CLEARLY COLORED PURPLE 10. VALVE BOX# 1 THRU # 3 SHALL HAVE STAINLESS STEEL LOCKING HARDWARE. VALVE BOX LAYOUT AND LABELING SCALE: 1"•1" P-2105800-IRR-10 ¼ C: '-'.,:: - 0 1-1\lSCA \.terso C NOTE: 0FINISHED GRADE IN TURF AREAS ©PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV" ONTO LID. ©MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. 4 24' WIRE LOOP 5 FINISHED GRADE IN SHRUB AREAS 6 BRASS CLOSE NIPPLE (3 REQ'D). 7 PVC SCH 30 FEMALE ADAPTER (2 REQ'D) 0pvc MAINLINE TO FLOW SENSOR, PIPE PER SPECS. 9 BRASS UNION (4) BRICK SUPPORTS LANDSCAPE FABRIC ¾" ROCK, 2 CUBIC FT. PVC MAINLINE PIPE FROM BACKFLOW PER SPECS. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM SUPPLY SIDE OF THE MASTER VALVE ASSEMBLY. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. MASTER VALVE SCALE: 1"• 1' P-2105800-IRR-03 0 FINISHED GRADE IN TURF AREAS ©PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "QCV" ONTO LID. 0QUICK COUPLER VALVE SEE LEGEND FOR SPEC. 4 FINISHED GRADE IN SHRUB AREAS 5 BRASS NIPPLE, THREADED IN PLACE 6 (4) BRICK SUPPORTS ,,_.,, 1 LASCO SCH. 40 TRIPLE SWING JOINT ASSEMBLY WITH MALE BRASS STABILIZER ELBOW B MAINLINE, SEE SPECS. 9 #4x 36" REBAR STAKES, (1 of 2) LANDSCAPE FABRIC SECTION ¾" ROCK, 1 CUBIC FT. HARDSCAPE EDGE PLAN NOTES: ALL TIHREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. INSTALL MAINLINE 18' OFF OF HARDSCAPE EDGE SCH.BO TEE, MAINLINE x 1 ½' SxSxS BALL TYPE ISOLATION VALVE SCH. 30 PVC UNION QUICK COUPLER VALVE KEY MUST SWIVEL FREELY WHEN INSERTED INTO LUG TRACK. G QUICK COUPLER VALVE SCALE 1' a 1" P-2105800-IRR-07 RCVATTOP OF SLOPE RCV AT TOE OF SLOPE NOTES: WHEN HEADS ARE ABOVE RCV, USE SWING CHECK VALVES "CV" WHERE LATERALS CONNECT TO RCV. WHERE HEADS ARE BELOW RCV USE SPRING CHECK VALVES AT LATERALS. INSTALL IN SEPERATE 6" VALVE BOX. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. RCV INSTALLATION AT TOP/TOE OF SLOPE SCALE: 1"•1" P-2105800-IRR-11 FLOW -FLOW - NOTES: 1 PVC MAINLINE FROM MASTER VALVE 2 FINISHED GRADE IN TURF AREAS 3 24" WIRE LOOP 4 PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND 'FS" ONTO LID. 0FLOW SENSOR, SEE LEGEND FOR SPECIFICATION 6 FINISHED GRADE IN SHRUB AREAS 7 PVC MAINLINE TO RCV'S B (4) BRICK SUPPORTS 9 ¾" ROCK, 2 CUBIC FEET LANDSCAPE FABRIC 1' ELECTRICAL CONDUIT TO CONTROLLER NO FITTINGS 10x PIPE 0.D. UPSTREAM OF SENSOR, NO FITTINGS 5x PIPE O.D. DOWNSTREAM OF SENSOR. INSTALL FLOW SENSOR PER THE MANUFACTURER'S RECOMMENDATIONS, ROUTE WIRES TIHROUGH CONDUIT TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON TI,E DOWNSTREAM SIDE OF THE FLOW SENSOR. FLOW SENSOR SCALE: I' a 1' NOTES P-2105800-IRR-04 FINISHED GRADE IN TURF AREAS LATERAL PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV' AND CONTROL STATION # ONTO LID. 4 FINISHED GRADE IN SHRUB AREAS 5 24' WIRE LOOP 6 VALVE ID TAG 7 SCH. 30 PVC THREADED ELL OR TEE 8 CONTROL VALVE, SEE LEGEND FOR (";;\ SPECS 4--111-----v:,,I 0scH 80 PVC NIPPLES (TYP) .. LENGTH a------0 AS REQUIRED @ (4) BRICK SUPPORTS @IRRIGATION MAINLINE OR MANIFOLD SUB-MAIN ¾" ROCK GRAVEL, 2 CUBIC FEET LANDSCAPE FABRIC SCH. 80 UNION SCH. 80 FEMALE ADAPTER ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. - IF MAINLINE OR MANIFOlD SUB-MAIN IS AT VALVE DEPTH, TEE INTO VALVE WITH SCH.SO NIPPLE, LENGTH AS REQUIRED. REMOTE CONTROL VAL VE SCALE: 1"•1 ' P-2105800-IRR-08 KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 IRRIGATION DETAILS & NOTES Ll-13 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RCE __ _ REVIE'wED BY, INSPECTOR "AS BUILT" EXP, ___ _ DATE DATE •• 1----1-------+---------------+----+---+---+-----I I SH~~T 11 ,.,, . PLANNING DIVIS □N g m p :=LA::;~N::;;:D~S C;;::::;A::::;:;:PE:;:::::==::::::::::::::::::::=======: CITY OF CARLSBAD 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 OCEAN VIEW POINT CARLSBAD, CA 92008 APN, XXX-XXX-XX-XX ~--1----+-----------------1-----1---1---+-------1 I A_P_P_R_o_v~Eoyr_~-~ ,,f_IT ______ _ , ~ Fl/ i:-:-'l'...,.,,,_ 10/~1h3 PLANNING DATE DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INlllAL DATE INlllAL 01HER APPROVAL CITY APPROVAL OWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC2023-0005 542-11 RVWD BY: CDP2022-0014 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 DIMENSION A B C D 1/2' TO 2-1/2" IN SIZE 18" 12" 6" 6" 3" TO 5-1/2" IN SIZE 24" X 6" 6" 6" AND LARGER 36" X 6" 6'' PIPE INSTALLATION -POTABLE SCALE: 1"=1" NOTE: ©FINISHED GRADE 0RECOMPACTED NATIVE BACKFILL FREE OF ROCKS ..A._,0DETECTABLE WARNING TAPE 12' ABOVE MAINLINE (MINIMUM) AND ATOP MAINLINE §LATERAL LINES, SEE SPECS, UNDISTURBED SOIL SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL 0 PRESSURE MAINLINE, SEE SPECIFICATIONS ©TAPE CONTROL WIRES TO MAINLINE 10 FEET ON CENTER NOTE: -BACKFILL SHOULD BE PLACED IN 6" LAYERS AND TAMPED P-2105800-IRR-45 PRIOR TO THRUST BLOCKING, WRAP FITTINGS USING AWWA C209 APPROVED TAPE, PVC PIPE PVC ELL CONCRETE 2000 LB. MINIMUM CONCRETE. THRUST BLDCK BEARING FACE TO REST AGAINST UNDISTURBED SHOVEL CUT SOIL, E NOTE: 90° PLAN VIEW ',t .• ·.;,. .,_. : . 45° PLAN VIEW 90° SECTION VIEW 45° SECTION VIEW THRUST BLOCKS -ELLS SCALE: 1"=1" P-2105800-IRR-17 0 TWO-WIRE TWISTED CABLE FROM CONTROLLER OR NEXT DECODER, ALLOW 5 FT. OF SLACK PER DECODER IN EACH VALVE BOX 0DBY-6 WATERPROOF CONNECTORS (TYP) ©GROUNDING ROD IN 10" ROUND VALVE BOX, USE CAD-WELDS (2 REQ,) INSTALL PER ASIC GUIDELINES, 1 PER 12 DECODERS OR EVERY 1000 FT, 0oNE OR TWO STATION DECODER PER LEGEND ;!ir,r-hl,__ 0DsY WATERPROOF CONNECTORS (TYP) l~Tff::::::::::'::, ,._:~---1S'JJ-0soLENOID#1 (VALVE), MASTER VALVE, OR BOOSTER PUMP/ VALVE (MAXIMUM 2) ~.,,..-,i.._______ 0soLENOID #2 (VALVE), MASTER VALVE, OR BOOSTER PUMP/ VALVE (MAXIMUM 2) NOTE: All DECODERS SHALL HAVE THE FOLLOWING ADDRESS AND CORRESPONDING COLOR ADDRESS 1 = BLACK WIRE SPLICE STEPS 1, slRIPWIREs½" 10%",USING LINEMAN$ PLIERS OR OTHER STYLE TOOL, TWIST ENDS TOGETHER MIN 3 TIMES, INSERT INTO ELECTRICAL CONNECTOR AND ROTATE CLOCKWISE UNTIL ADDITIONAL FORCE IS REQUIRED. MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG) FROM DECODER TO SOLENOID IS 150 FEET. ADDRESS 2 = YELLOW ADDRESS 3 = GREEN ADDRESS 4 = WHITE ADDRESS 5 = ORANGE ADDRESS 6 = PURPLE 2, INSERT THE SPLICE INTO THE GEL-FILLED INSULATOR TUBE. PUSH PAST THE LOCKING FINGERS TO HOLD THE CONNECTOR IN PLACE, 3, POSITION WIRE CHANNELS AND SNAP INSULATOR TUBE COVER CLOSED, DECODER-ONE OR TWO STATION SCALE: 1" = 1' P-2105800-IRR-21 DIMENSION-PEDESTRIAN A B C D 0 ., cc LESS THEN 3" DIAMETER 18" 18'' 18" ~ 6" ~ 3" -5,5" DIAMETER 24" 24" 24" 6" 6" OR GREATER IN DIAMETER 36" 36" 36" 6" as DIMENSION-VEHICLE A B C D cc u 36" 36" 36" "' 6" DIAMETER OR LESS 6" ~ GREATER THAN 6" DIAMETER 4<l" 48" 46" 6" B SLEEVE INSTALLATION -POTABLE SCALE: 1" = 1" NOTES: ©PAVING 0RECOMPACTED NATIVE BACKFILL FREE OF ROCKS ©DETECTABLE WARNING TAPE 12" ABOVE MAINLINE SLEEVE (MINIMUM) AND ATOP MAINLINE ©LATERAL LINE SLEEVE(S), SEE LEGEND FOR SPECS IBUNDISTURBED SOIL CONTROL WIRE SLEEVE, SEE LEGEND FOR SPECS 0 SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL ©MAINLINE SLEEVE, SEE LEGEND FOR SPECS NOTES: -SLIEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED, -DETECTABLE WARNING TAPE SHALL BE PROVIDED FOR ALL PRESSURE MAINLINES, STANDARD 5MIL THICKNESS, 3" WIDTH WITH ALUMINUM CORE. PERMANENTLY PRINTED AND A.P.WA UNIFORM COLOR CODE, -EXTEND ALL SLEEVES 12" MINIMUM PAST HARDSCAPE EDGES -BACKFILL SHOULD BE PLACED IN 6" LAYERS AND TAMPED. -CONTRACTOR SHALL INSTALL PULL BOX 6' FROM THE END OF EACH SIDE OF ANY ROAD CROSSINGS P-2105800-IRR-46 0LOw VOLTAGE WIRES, 3 MAXIMUM 0ouTER CASE OF WATERPROOF CONNECTOR 0sTRIP AND TWIST WIRES FOR PROPER CONNECTION 0wlRENUT INSPECT, TEST, AND VERIFY PROPER SYSTEM CONNECTION BEFORE INSERTION INTO SEALANT CARTRIDGE. -DO NOT REUSE SEALANT CARTRIDGES, WIRE CONNECTORS SCALE: 1"=1" !Mt?Z NOTE: P-2106800-IRR-18 0sHRUB ADAPTER SPRAY, SEE LEGEND FOR SPECIFICATION 0sECURE RISER TO STAKE WITH STAINLESS STEEL "PUNCH-LOK" - CLAMP, TWO REQUIRED 0scH 80 PVC NIPPLE, TWO REQUIRED LENGTH AS REQUIRED 4 SPRING TYPE ANTI-DRAIN VALVE 5 FINISHED GRADE 6 REBAR STAKE, #4, SIZE AS REQUIRED 7 UNDISTURBED SOIL 8 TRIPLE SWING JOINT ASSEMBLY 9 SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE ®LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED INSTALL SPRINKLER HEADS 12 INCHES FROM FENCES WALLS OR BUILDINGS, DO NOT INSTALL FIXED RISER HEADS WITHIN 10 FEET OF PAVING, CURBS OR TURF EDGES. INSTALL FIXED RISER HEADS PLUMB, ADJUST SPRAY TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS, ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. SHRUB SPRAY ON RISER SCALE: 1"=1 ' P-2105800-IRR-22 2 3 6" C WIRE PULL BOX SCALE 1"=1" ©FINISHED GRADE IN TURF AREAS 010" ROUND PLASTIC VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER HEAT BRAND "PB" ONTO LID. 3 24" WIRE EXPANSION LOOP (TYP), 4 WATER PROOF WIRE CONNECTORS 5 FINISH GRADE IN SHRUB AREAS 6 ¾" ROCK, 1 CUBIC FT, 7 (4)BRICK SUPPORTS a LANDSCAPE FABRIC 9 PVC ELECTRICAL SWEEP (IF INSTALLED IN CONDUIT) P-2105800-IRR-15 0 WIRE FROM SENSOR DECODER TO GROUNDING ROD USING CAD WELD (1 OF 2) ©GROUNDING ROD PER ASIC SPECIFICATIONS 0sENSOR DECODER PER LEGEND 0coMMUNICATION CABLE PER LEGEND TO/FROM DEVICES (FIELD DECODER, SENSOR DECODER, OR CONTROLLER) 0 WIRE FROM SENSOR DECODER TO FLOW SENSOR ©WATERPROOF CONNECTION PER LEGEND (1 OF 4) 0FLOW SENSOR PER LEGEND AND DETAILS 0sEE FLOW SENSOR DETAIL FOR INSTALLATION METHOD WIRE SPLICE STEPS NOTES: 1, slRIP WIRESY,' IU %' USING LINEMANS PLIERS OR OTHER STYLE TOOL, TWIST ENDS TOGETHER MIN 3 TIMES, INSERT INTO SCOTCHLOK ELECTRICAL CONNECTOR AND ROTATE CLOCKWISE UNTIL ADDITIONAL FORCE IS REQUIRED. G SEE FLOW SENSOR DETAIL AND LEGEND FOR FLOW SENSOR INSTALLATION METHODS AND MATERIALS. SECONDARY WIRE RUN BETWEEN SENSOR DECODER AND FLOW METER NOT TO EXCEED 150' WITH 14 GAUGE WIRE. PLACE 5' OF EXTRA WIRE IN VALVE BOX FOR SERVICING, INSTALL PER MANUFACTURER'S RECOMMENDATIONS, 2, INSERT THE SPLICE INTO THE GEL-FILLED INSULATOR TUBE. PUSH PAST THE LOCKING FINGERS TO HOLD THE SCOTHLOK CONNECTOR IN PLACE 3. POSITION WIRE CHANNELS AND SNAP INSULATOR TUBE COVER CLOSED. DECODER -FLOW SENSOR CONNECTION SCALE: 1"=1" P-2105800-IRR-19 0ROTOR HEAD, SEE LEGEND FOR SPECIFICATION ©INSTALL IRRIGATION HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS 0sPRAY HEAD, SEE LEGEND FOR SPECIFICATION -I lgfo 01NSTALLSPRINKLERHEAD½"ABOVE :111==11 5 FINISHED GRADE IN SHRUB AND - -GROUND COVERS AREAS _ ill-11 0uNDISTURBED SOIL fil11 , ©TRIPLE SWING JOINT ASSEMBLY, 8" -LAY MINIMUM 0scH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE ©LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED NOTE: INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS, INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS, INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS, DO NOT USE SIDE INLET ON HEADS WITH INTEGRAL CHECK VALVE. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. SHRUB RISER CAN BE USED ON HEADS 10' AWAY FROM ANY HARDSCAPE, POP-UP SPRAY OR ROTOR HEAD ON SWING JOINT SCALE: 1"=1 " P-2105800-IRR-23 NOTE: PRIOR TO THRUST BLOCKING, WRAP FITTINGS USING AWWA C209 1 PVC PIPE APPROVED TAPE 2000 LB. MINIMUM CONCRETE. 2 PVC TEE THRUST BLOCK BEARING FACE TO REST AGAINST UNDISTURBED SHOVEL CUT SOIL, 3 PVC CONCENTRIC REDUCER 4 CONCRETE 9" 9" RED, TEE PLAN VIEW TEE PLAN VIEW RED, TEE SECTION VIEW TEE SIDE SECTION VIEW THRUST BLOCKS-TEES SCALE: 1"=1" NOTES: SURGE PROTECTION SHOULD BE INSTALLED EVERY 1000' ON TWO-WIRE PATH. SURGE PROTECTION TO BE INSTALLED AT END OF WIRE RUN THAT TERMINATES IN THE FIELD (STAR CONFIGURATION), INSTALL PER ASIC GUIDELINES H DECODER -GROUNDING ROD SCALE: 1"=1" P-2105800-IRR-16 0 VALVE BOX WITH COVER: 10-INCH ROUND SIZE 0~• x 8' GROUNDING ROD: 50 OHMS OR LE:SS 0BRASS CLAMP OR CAD-WELD (1 OF 2) 0 WIRE FROM SURGE PROTECTION TO GROUNDING ROD (1 OF 2) 5 LINE SURGE PROTECTION 6 WATERPROOF CONNECTION (1 OF 2) 7 3" MIN, DEPTH OF¾" ROCK 8 BRICK SUPPORT (1 OF 2) 9 FINISHED GRADE/ TOP OF MULCH TWO-WIRE CABLE TO/FROM NEXT DEVICE WIRE SPLICE STEPS 1. SI RIP WIRES½ IO%", USING LINEMAN$ PLIERS OR OTHER STYLE TOOL, TWIST ENDS TOGETHER MIN 3 TIMES, INSERT INTO SCOTCHLOK ELECTRICAL CONNECTOR AND ROTATE CLOCKWISE UNTIL ADDITIONAL FORCE IS REQUIRED 2. INSERT THE SPLICE INTO THE GEL-FILLED INSULATOR TUBE PUSH PAST THE LOCKING FINGERS TO HOLD THE SCOTHLOK CONNECTOR IN PLACE, 3, POSITION WIRE CHANNELS AND SNAP INSULATOR TUBE COVER CLOSED. P-2106800-IRR-20 KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 IRRIGATION DETAILS & NOTES Ll-14 APPROVED FOR IRRIGATION AND PLANTING QtJ1J,, INCLUDING PRECISE LOCATION OF PLANTING AREA. RCE __ _ REVIEIJED BY, INSPECTOR 11 AS BUIL T 11 EXP, ___ _ DATE DATE d~ I SHi~T II CITY OF CARLSBAD 'fllf' 1----1----1------------------1-----1----+---+----1 _ PLANNING DIVIS □N g m p LANDSCAPE 3176 Lionshead Ave Suite 702 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 OCEAN VIEW POINT CARLSBAD, CA 92008 APN: XXX-XXX-XX-XX t----+---+---------------lf---+--+---+---11 APPROVED~ 41 qL,C,<✓ _PLANNING DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITlAL DA TE INITlAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2023-0005 CDP2022-0014 26 to /')1 /z3 DATE DRAWING NO. 542-11 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 A E 1 FINISHED GRADE IN TURF AREAS 2 GRATEDCAP 3 FINISHED GRADE IN SHRUB AREAS 4 HUNTER 0.25 or 0.50 GPM PCB BUBBLER 4 ©HUNTER HCV CHECK VALVE ~~~~~----( 5 >R~~:::i~STRATA ROOT SYSTEM ~HUNTER SWING JOINT MODEL #SJ-5XX-X 9 LATERAL PIPE 10 PVC SCH 40 TEE OR EL 11 ROOT INTRUSION BARRIER 12 HUNTER FILTER FABRIC SLEEVE #WJ/VS SLEEVE TREE ROOT ZONE WATERING SYSTEM SCALE: 1" = 1" DRIP LAYOUT -MULTIPLE BEDS SCALE: 1"=1" --- FLUSH VALVE-HUNTER PLO SCALE: 1"=1" P-2105800-IRR-25 1 DRIP VALVE ASSEMBLY (SEE LEGEND) 2 DRIP TUBING START CONNECTION 3 PVC SUPPLY HEADER 4 HUNTER ECO INDICATOR 5 DRIP TUBING, PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS 0AIR RELIEF VALVE, PER LEGEND, INSTALL AT HIGHEST POINT ON ZONE 0AREA PERIMETER ©PERIMETER LATERALS 2" TO 4" FROM EDGE ©FLUSH VALVE, PER LEGEND, PLUMB TO EXHAUST HEADER NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. P-2105800-IRR-29 ©HUNTER PLD-BV ©HUNTER PLO BLANK TUBING 24" LENGTH 0DRIP LINE PER PLAN 0e• DIA. ROUND VALVE BOX (INSTALL PER SPECS), HEAT BRAND 'FV' ON LID 0BRICK SUPPORTS (THREE) 0½" CRUSHED GRAVEL SUMP (MINIMUM 6" DEPTH) NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. P-2105800-IRR-33 DRIPLINE PROFILE SCALE: 1" = 1" DRIP LAYOUT -ODD CURVES F SCALE: 1'=1" DRIP ECO INDICATOR SCALE: 1"=1 " TEE TOP OF MULCH PRESSURE-COMPENSATING IN-LINE EMITTER TUBING PER LEGEND 0TIE DOWN STAKE ©FINISHED GRADE I I I I I I \ \ \ 0 / \ \ 10" l AX. I I ~ / -~ --- 2 BLANK TUBING, LENGTH AS REQUIRED 3 PVC HEADER, PER PLAN 4 MANUAL ISOLATION BALL VALVE PER LEGEND ©LANDSCAPE DRIPLINE, LENGTH AND TYPE PER LEGEND TREE ROOTBALL EMISSION POINT (TYP) ESTIMATED DRIPLINE OF MATURE TREE ©AIR RELIEF VALVE, PER LEGEND, INSTALL AT HIGHEST POINT @couPLING, (1 OF 2) 0MANUAL LINE FLUSHING VALVE W/ GRAVEL AR 1 DRIP VALVE ASSEMBLY (SEE LEGEND) 2 HUNTER ECO INDICATOR 3 PVC SUPPLY HEADER 4 DRIP TUBING START CONNECTION 5 DRIP TUBING, PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS 0AIR RELIEF VALVE, PER LEGEND, INSTALL AT HIGHEST POINT ON ZONE 0AREA PERIMETER ©PERIMETER LATERALS 2" TO 4" FROM EDGE PVC EXHAUST HEADER FLUSH VALVE, PER LEGEND, PLUMB TO EXHAUST HEADER NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. TREE RING DRIP LAYOUT D DRIP LAYOUT -END FEED P-2105800-IRR-26 1 DRIP VALVE ASSEMBLY (SEE LEGEND) 2 DRIP TUBING START CONNECTION 3 PVC SUPPLY HEADER 4 HUNTER ECO INDICATOR 5 DRIP TUBING, PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS 0AIR RELIEF VALVE , PER LEGEND, INSTALL AT HIGHEST POINT ON ZONE 0AREA PERIMETER ©PERIMETER LATERALS 2" TO 4" FROM EDGE ©FLUSH VALVE, PER LEGEND, PLUMB TO EXHAUST HEADER @Pvc EXHAUST HEADER 0BLANK TUBING HEADER CENTERED ON MOUND OR BERM NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. P-2105800-IRR-30 1 FINISHED GRADE IN TURF 2 TOP OF MULCH, 3-4' DEEP LAYER 3 HUNTER ECO INDICATOR 4 ½" FPT CONNECTION FROM LATERAL 5 LATERAL PIPE PER PLAN 6 SWING JOINT NOTE: LOCATE AIR RELIEF VALVE(S) AT HIGHEST POINT(S) OF ZONE. MULTIPLE AIR RELIEF VALVES MAY BE NECESSARY. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. P-2105800-IRR-34 4., • --' u.,2 1-:;.,f'T'I -· o on __, ....., w ----I SCALE: 1"=1" A.IJJl---tt--Jt---Jt---f/--lJ+------J DRIP LAYOUT -CENTER FEED SCALE: 1"=1" 4 DRIP AIR RELIEF VALVE SCALE: 1" • 1' P-2105800-IRR-27 1 DRIP VALVE ASSEMBLY (SEE LEGEND) 2 DRIP TUBING START CONNECTION 3 PVC SUPPLY HEADER 4 HUNTER ECO INDICATOR 5 DRIP TUBING, PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS 0AIR RELIEF VALVE, PER LEGEND, INSTALL AT HIGHEST POINT ON ZONE 0AREA PERIMETER ©PERIMETER LATERALS 2" TO 4" FROM EDGE ©FLUSH VALVE, PER LEGEND, PLUMB TO EXHAUST HEADER @PVC EXHAUST HEADER NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. P-2105800-IRR-31 1 TOP OF MULCH 2 FINISHED GRADE 3 ¾' WASHED GRAVEL, 1 CUBIC FOOT 4 AIR RELIEF VALVE 5 ¾' MPT x½" FPT BUSHING 6 PLD-075-TBTEE FITTING 7 PROFESSIONAL LANDSCAPE DRIPLINE a FILTER FABRIC 9 BRICK SUPPORTS (THREE) NOTE: LOCATE AIR RELIEF VALVEIS) AT HIGHEST POINT(S) OF ZONE. MULTIPLE AIR RELIEF VALVES MAY BE NECESSARY. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. P-2105800-IRR-35 SCALE: 1" = 1" TODRIP ,---=--r111'1- SYSTEM "'-------c:---LJII- NOTES T1 1i 1111i 11 Iii= 111 -0 -!,----1\\--0 INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. -ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. P-2105800-IRR-28 ©FINISHED GRADE IN TURF AREAS ©PRESSURE REGULATOR, SEE LEGEND FOR SPECS. 0sASKET STRAINER, SEE LEGEND FOR SPECS. 0PLASTIC RECTANGULAR 'JUMBO' VALVE BOX(S) WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID. ©REMOTE CONTROL VALVE, SEE LEGEND FOR SPECS. 024" WIRE LOOP WITH DRI-SPLICE CONNECTORS (1 OF 2) 7 VALVEIDTAG 8 FINISHED GRADE IN SHRUB AREAS 9 SCH. 80 PVC TxT ELL 10 SCH 80 PVC NIPPLES LENGTH AS REQ., (1 OF 2) 014) BRICK SUPPORTS ©IRRIGATION MAINLINE OR MANIFOLD SUPPLY @¾• ROCK, 2 CUBIC FEET 0LANDSCAPE FABRIC DRIP VALVE ASSEMBLY WITH BASKET STRAINER SCALE: 1"=1" IRRIGATION DETAILS & NOTES Ll-15 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. P-2105800-IRR-32 KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 11 AS BUILT'' RCE __ _ EXP,----DATE REVIEl.'ED BY, INSPECTOR DATE ~· t---------+--1-------------,f-----+---+----+---I I SHi~T 11 CITY OF CARLSBAD "1!11.l' . PLANNING DIVIS □N g mp ~~~ 3176 U onshead Ave Suite 102 Carlsbad, CA 92010 gmplandatCh.com T 858 558 8977 OCEAN VIEW PO I NT CARLSBAD, CA 92008 APN, XXX-XXX-XX-XX 1-----+---+---------------+-----+---+------+---I I APPROVE~ ,i/(,C _PLANNING ~ 10/9,,/2,1 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: PROJECT NO. DRAWING NO. DA TE INITIAL DA TE INITIAL CHKD BY: __ _ LPC2023-0005 CDP2022-0014 542-11 OTHER APPROVAL CITY APPROVAL RVWD BY: GMP JOB NO: 21-058 PLOT DA TE: October 4, 2023 NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. INSTALL VALVE AND RISERS PERPENDICULAR TO FINISHED GRADE. DRIP ANTI-SIPHON VALVE SCALE: 1"=1" PRESSURE REGULATING VALVE SCALE: 1"•1' 0wATERPROOF WIRE CONNECTORS (2 TYP.) 030' \Ii/IRE LOOP 0DRIP CONTROL ZONE KIT WITH ANTI-SIPHON VALVE, FILTER AND PRESSURE REGULATOR PER LEGEND 0scH. 80 NIPPLE (1 OF 3), LENGTH AS REQ. 5 BALL VALVE, SEE LEGEND FOR SPECS 6 MIN. 6" ABOVE LOWEST EMITTER 7 FINISHED GRADE I TOP OF MULCH 8 PVC LATERAL LINE PIPING 9 SxT SCH. 40 FITTINGS 10 PVC PRESSURE MAIN P-2105800-IRR-36 0FINISHED GRADE IN TURF AREAS ©PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED 18" FROM HARDSCAPE EDGE. HEAT BRAND "PRV' ONTO LID. 0PRESSURE REGULATOR, SEE LEGEND FOR SPECIFICATION 4 FINISHED GRADE IN SHRUB AREAS 5 PVC SCH 80 NIPPLE, 3" MIN., 2 REQ. 6 PVC SCH 40 SLIP COUPLING, 2 REQ. 7 PVC MAINLINE TO MASTER VALVE, PIPE PER SPECS. 8 (4) BRICK SUPPORTS 9 ¾" ROCK, 2 CUBIC FT. 10 LANDSCAPE FABRIC 11 BRASS NIPPLE (TYP). 1 ....._12.1BRASS UNION 13 PVC MAINLINE FROM P.O.C. NOTE: -USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM SUPPLY SIDE OF THE PRESSURE REGULATOR ASSEMBLY. -ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. P-2105800-IRR-40 9 NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. -INSTALL VALVE AND RISERS PERPENDICULAR TO FINISHED GRADE. ANTI-SIPHON VALVE SCALE: 1" a 1" NOTE: 0ANTI-SIPHON CONTROL VALVE PER LEGEND 0 WATERPROOF \Ii/IRE CONNECTORS (2 TYP.) 3 3D" WIRE LOOP 4 FINISHED GRADE 5 PVC LATERAL LINE PIPING 6 PVC SCH. 8D NIPPLE LENGTH AS REQ. (1 OF 2) SxT SCH. 40 FITTINGS PVC PRESSURE MAIN MIN. 6" ABOVE LOWEST EMITTER P-2105800-IRR-37 0 MOUNT ENCLOSURE AS PER MANUFACTURER'S RECOMMENDATION ©CONTROLLER, SEE LEGEND FOR SPECIFICATION. 0120 VOLT POWER SUPPLY IN J-BOX, BY OTHERS ©RIGID ELECTRICAL CONDUIT 0 TO SENSOR (IF SPECIFIED) IN RIGID CONDUIT 0LOW VOLTAGE WIRE IN RIGID PVC CONDUIT PVC ELECTRICAL SWEEP 0 TO EXTERIOR BUILDING WALL THROUGH J-BOX ©BUILDING FLOOR BY OTHERS PLAN -::_111 111 IL1 SECTION NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. DETAIL APPLICABLE TO SLOPES 3' IN HEIGHT AND GREATER. 10 I :'::::11\:~~R =~:Q PVC LATERAL LINE TO HEADS UVR PVC SCH. 80 THREADED go• ATMOSPHERIC VACUUM BREAKER PER LEGEND §MIN. 6" ABOVE LOWEST EMITTER TWO PVC ELLS AS REQUIRED (TYP). PVC LATERAL LINE TO AVB BURIED AS SHOWN ON PLANS >R:l~~::ED GRADE ~ANTI-SIPHON CONTROL VALVE PER LEGEND ® WATERPROOF WIRE CONNECTORS (2 TYP.) 11 PVC MAINLINE PER PLAN 12 PVC SCH. 80 NIPPLE LENGTH AS REQ. 13 PVC SCH. 40 SxT FITTINGS (TYP.) 14 SWING CHECK VALVE 15 PVC LATERAL LINE TO AVB ANTI-SIPHON VALVE &AVB PLACEMENT SCALE: 1"::1" P-2105800-IRR-38 1 EAVE OF BUILDING 2 PLASTIC TIE DOWN STRAP 3 SENSOR, SEE LEGEND FOR SPECS 4 MOUNTING BRACKET, INSTALL PER MANUFACTURER'S 0 RECOMMENDATIONS 5 IF WIRED MODEL IS SPECIFIED, PROVIDE WIRE BACK TO CONTROLLER 0sECURE WIRE WITH CABLE TIE BRACKET, 3' O.C. MIN. NOTE: MOUNT SENSOR PER MANUFACTURER'S RECOMMENDATIONS MOUNT SENSOR IN A LOCATION WITH EXPOSURE TO THE SUN AND RAINFALL WHICH IS UNOBSTRUCTED 11111 11111 111~11111 ~ ,?_ 1-.. ~ NOTE: ALL THREADED CONNECTIONS SHALL HAVE TEFLON TAPE OR PASTE. D ATMOSPHERIC VACUUM BREAKER SCALE: 1' a 1 • 0MIN. 6" ABOVE LOWEST EMITTER 0Pvc SCH. 80 NIPPLE, LENGTH AS REQ. (1 OF 2) ©ATMOSPHERIC VACUUM BREAKER PER LEGEND 0uvR RESISTANT SCH. 80 NIPPLE, LENGTH AS REQ. 5 UVR RESISTANT SCH. 80 THREADED 90 6 FINISHED GRADE 7 PVC LATERAL LINE PIPING TO HEADS 8 SxT PVC SCH. 40 FITTINGS (TYP). 9 PVC LATERAL LINE PIPING FROM RCV P-2105800-IRR-39 1 MAINLINE TO IRRIGATION SYSTEM 2 VALVE BOX (IF BELOW GRADE) 3 PRESSURE REGULATOR, PER LEGEND. 4 MALE ADAPTER TYP. 5 SCH. 80 PVC OR BRASS UNION 6 SCH. 80 PVC OR BRASS NIPPLE TYP. 7 BALL VALVE, PER LEGEND 8 IRRIGATION MAINLINE, PER LEGEND. 9 PRESSURE SUPPLY LINE FROM METER 10 TEE FITTING INSTALLED BY PLUMBER 11 PRESSURE SUPPLY LINE TO HOUSE INSTALL ENCLOSURE AS INDICATED PER PLAN & MANUFACTURER'S RECOMMENDATION. NOTE: ROUTE WIRES AND SLEEVE THROUGH WALL TO RECTANGULAR PULL BOX AND TRANSITION TO DIRECT BURY WIRE. WALL MOUNT CONTROLLER SCALE: 1" a 1" P-2105800-IRR-41 \ \\llSCAp \terso1,1 ,.,_, --' v.§ '&rn - o o n ....J-.. W-1 ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. SOLAR SYNC MOUNTED TO EAVE IRRIGATION POC AT PRIVATE LOTS SCALE: 1"•1" P-2105800-IRR-42 SCALE: 1"•1" IRRIGATION DETAILS & NOTES Ll-16 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. P-2105800-IRR-43 KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 II AS BUILT" RCE __ _ EXP,----DATE REVIEIJED BY• INSPECTOR DATE ·•---+---+---------------,f-------+--+---+---11 SH~~T 11 CITY OF CARLSBAD -.,, . PLANNING DIVIS □N g mp ~~~ OCEAN VIEW POINT 3176 Lionshead Ave Suite 702 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 CARLSBAD, CA 92008 APN, XXX-XXX-XX-XX t------1r---+------------+---t-----+---+------t I APPROVED L d<L ) _PLANNING ~ 10(1,fz,., DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2023-0005 CDP2022-0014 DRAWING NO. 542-11 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 SIDEWALK 3" j 1/2" MAX bo 1 0.5% GENERAL IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. IN CASE OF CONFLICT BETWEEN THE SPECIFICATIONS, DRAWINGS, AND/OR CODE, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIE§, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BE I WEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'~ REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THE MAINLINE AND SLEEVING IS DIAGRAMMATIC. ALL PIPING IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WITHIN LIMIT OF WORK BOUNDARIES AND IN SHRUB PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 6. IRRIGATION EQUIPMENT AS SHOWN IS DIAGRAMMATIC. INSTALL ALL THE IRRIGATION REMOTE CONTROL VALVES, QUICK COUPLERS0MASTER VALVES, FLOW SENSORS. BACKFLOW!j,_ AIR/VACUUM DEVICES, BALL VALVES, AND ANCILLARY EQUIPMENT, IN SHRUB PLANTING AREAS WHEN FEASIBLE OR AS APPROVED BY OWNER'S RcPRESENTATIVE AND THE LANDSCAPE IRRIGATluN DESIGNER. 7. DO NOT WILLFULLY INSTALL ANY EQU IPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 8. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 9. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER, PUMP STATION AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 10. CONTRACTOR IS TO PROVIDE THREE (3) ADDITIONAL PILOT WIRES AND ONE (1) COMMON WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. THE ADDITIONAL WIRE SHALL BE EXTENDED 10', MAKING A COIL TO FIT INSIDE A RECTANGULAR PULL BOX. LABEL THE LID OF THE PULL BOX 'SW'. 11. ALL PIPE UNDER PAVED AREAS, HARDSCAPEi OR AS DIRECTED BY OWNERS REPRESENTATIVE TO BE INSTALLED IN SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. ALL 2" AND 3" ~~'\-%~~~ ~~~~~~~1J8ttfigf,~ s'l9A~b~~D·!5'.t~E ~~ilJi:~t~i~~Fiiif~Jl'~{gH~iTiHxit~~AEWc~~Jg~ti·ct'N-c~tff A~~Nq~~~Lg;¥,1~i1i~A6~ ~If¥gfli~~~f 2i~fr:1J Tii~~E~~~~gAST 12' PAST THE EDGE OF PAVING. 12. ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 13. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS PREVENTING PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 14. THE IRRIGATION CONTRACTOR SHALL ADJUST THE PRESSURE REGULATOR ON EACH ELECTRIC CONTROL VALVE SO THAT THE SPRINKLER HEAD FARTHEST AND HIGHEST IN ELEVATION FROM ITS RESPECTIVE CONTROL VALVE OPERATES WITHIN THE OPERATING PRESSURE SHOWN ON THE IRRIGATION LEGEND. NOT TO EXCEED FIVE (5) PSI ABOVE THE GIVEN OPERATING PRESSURE FROM THE SPECIFIED PRESSURE LOCATED ON THE IRRIGATION LEGEND. 15. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE VIA DIRECT FIELD MEASUREMENT PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIB ILITY FOR ANY REVISIONS, AND COSTS ASSOCIATED WITH SAID REVISIONS. 16. SHOULD FIELD CONDITIONS REQUIRE PIPE INSTALLATION OTHER THAN THAT SHOWN ON PLANS, THE CONTRACTOR SHALL LIMIT EXCESS FLOW AND SIZE ALL Pl~E NOT TO EXCEED A VELOCITY OF 5 FEET PER SECOND (FPS) IN PVC PIPE AND CAST IRON PIPE. FLOW THROUGH ANCILLARY EQUIPMENT, STEEL AND COPPER PIPE SHALL NOT EXCEED A VELOCITY OF 7 Y, FPS. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 17. ELECTRICAL POWER SOURCE FOR THE IRRIGATION CONTROLLER AND/OR BOOSTER PUMP SHALL BE PROVIDED UNDER THE ELECTRICAL SECTION OF THE SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER AND/OR BOOSTER PUMP. CURB & GUTTER ST AMP OR CHISEL "W" OR "RW" SEE STD. DWGS. W-3 OR W-4 2' MIN. ' •. -• NOTES: 1, CONTRACTOR SHALL ADJUST ANGLE VALVE & METER BOX TO F.G. AFTER SIDEWALK IS INSTALLED & APPROVED. ------------------------------------------ 2. DISTRICT WILL SET METER AND BALL VALVE 3. PIPING SHALL BE SOLID COPPER WITH NO JOINTS OR REPAIR COUPLINGS. 4. TAP TO MAIN TO BE MINIMUM OF 24" FROM NEAREST COUPLING, FITTING, VALVE, BELL OR OTHER TAPS. 5. POSITION ANODE MIDWAY BETWEEN PIPELINE AND METER BOX. 6. INTERIOR OF METER BOX SHALL BE CLEAR OF DEBRIS AND ANGLE METER STOP FULLY EXPOSED. 7. ALL METERS SHALL HAVE SEPARATE SERVICE TO MAIN, 8. DO NOT INSTALL METER BOXES OR SERVICE IN DRIVEWAYS. ITEM 2 3 4 5 6 7 8 DESCRIPTION COPPER TYPE 'K' SOFT 30 LB. ZINC ANODE WITH ANODE LEAD WIRE OUTLET ON AC OR PVC M IN OUTLET ON DUCTILE IRON OR STEEL MAIN 1 • ANGLE METER STOP METER BY DISTRICT BALL VALVE BY DISTRICT METER BOX AND COVER DETAIL NON-CONTIGUOUS SIDEWALK SPEC DWG 15057 WC-8 w-W-14 15099 REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT 4/29/2 DAlE • I" WATER SERVICE CONNECTION FOR 5/8", 3/4" a 1" METERS STANDARD DWG. NO. W-3 I NOTES, . 1. REFER TO STD. DWGS. W-3 OR W-4 FOR ADDITIONAL REQUIREMENTS. 2. DISTRICT TO SET METER AND BALL VALVE. ALL OTHER WORK BY CONTRACTOR. 3. PRIVATE WATER LINE MATERIALS SHALL CONFORM TO THE CALIFORNIA PLUMBING CODE. 4. JOINTS SHALL BE THREADED OR COMPRESSION IN CONFORMANCE WITH SPECIFICATIONS. 5. WHEN SERVICE MUST EXTEND UNDER SIDEWALK, INSTALL A SCHEDULE 80 PVC SLEEVE AROUND THE SERVICE TUBING BETWEEN THE METER BOX AND THE DOUBLE CHECK VALVE ASSEMBLY. PRIVATE . PUBLIC 71----1 ITEM DESCRIPTION 1 2 COPPER TYPE 'K SOFT 30 LB. ZINC ANODE AND LEAD ¼1RE 17.5" 3 TEE MATC R QUIRED FIRE & DOMESTIC BRANCH SERVICE SIZE 4 1" 90" BEND SIDEWALK __....-SEE STD. DWG. W-3, W-4 5 6 USC APPROVED DOUBLE CHECK VALVE ASSEMBLY W 1 4 TURN BALL VALVES AND TEST COCKS LEAD FREE 7 8 9 10 " BRASS UNION REY. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT 1 7/22 I' DOMESTIC WATER SERVICE CONNECTION WITH FIRE SPRINKLER SYSTEM STANDARD DWG. NO. 4 29 2 DATE · W-5 ( KEYNOTE LEGEND I. CLOSE-COUPLED END SUCTION CENTRJFUGAL PUMP, CAST IRON BRONZE FITIED, BACK PULLOUT DESIGN, MECHANICAL SEAL, ODP MOTOR. 2. NEMA 4 ENCLOSED CONTROL PANEL, WITH CIRCUIT BREAKER, MAGNETIC STARTER, HOA SWITCH, AND COMPONENTS FOR AUTOMATIC BOOSTER PUMP CONTROL. 3. MARINE GRADE ALUMINUM ENCLOSURE, TOP HINGED DESIGN WITH VENTING. 4. CAST IRON ELASTOMER LINED FULL LUG WAFER SlYLE BUTTERFLY VALVE. 5. PRESSURE GAUGE, 2 1/2" DIAL, LIQUID FILLED, STAINLESS CASE, 0 -200 PSI. 6. FLOW SWITCH, THERMAL DlSPERSION, 150 PSI RATED. 42"- □ 7. 2 INCH TYPE 304 STAINLESS SIBEL. 8. 150# ANSI RATED STAINLESS OUTPUT FLANGE. 9. FABRICAIED STRUCTURAL ALUMINUM BASEPLATE. 10. 6" THICK CONCRETE PAD SET 2" ABOVE FINISH GRADE. USE#5 BAR 18"0C. BOTH WAYS AT MJD-DEPTI1. CONCREIE MIX TO BE PER STRUCTURAL REQUIRElv!ENTS. 1 I. DOUBLE WRAP WITH 20 MIL PIPE WRAP TAPE. 12. COMPANION FLANGE CONNECTION. 13. THRUST BLOCK OR JOINT RESTRAINT (BY Ol1IERS) 14. MAIN POWER CONDUIT. 15. IRRIGATION CONTROLLER SIGNAL CONDUIT. 16. CONTRACTOR'S RESPONSIB!LllY TO PROVIDE ALL INLET AND OUTLET PIPING; BRASS OR CAST IRON 17. (4) 1/2" DIA. KB-TZ SS 304, 2" MJN EMBEDMENT. INSTALL PER ICC-ESR 1917 TYP. EACH CORNER. BARRETT ENGINEERED PUMPS SIZE DWG NO. OCEAN VIEW POINT REV SCALE SHEET IBH-LF-2.dwg BOOSTER PUMP SCALE: 314' - 1'-0" IRRIGATION DETAILS & NOTES Ll-17 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. P-2105800-IRR-44 KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 11 AS BUIL T 11 RCE __ _ EXP,----DATE REV!Ew'ED BY• INSPECTOR DATE dl~---+--+-------------11----+--+-----+---II SH~~T]I CITY OF CARLSBAD "'Ill' . PLANNING DIVIS □N g mp ~~~ OC E A N VI EW PO IN T 3176 Uonshe-ad Ave Suite 102 Carls bad, CA 92010 gmplandarch,com T 858 558 8977 CARLSBAD, CA 92008 APN, XXX-XXX-XX-XX l----+---+--------------,f---+--+---+-----11 APPROVED~ i0. PLANNING ~ (0 ('l1 /z1 DATE DA lE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA lE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL OWN BY: PROJECT NO, DRAWING NO. CHKD BY: LPC2023-0005 542-11 RVWD BY: CDP2022-0014 GMP JOB NO: 21-058 PLOT DA TE: October 4, 2023 IRRIGATION SPECIFICATIONS ~1--C 111 ,,. 11/1'1 L. [~in~, • .. ~ lr<RIGATION PART I -GENERAL 1.01 A. SUMMARY IT IS THE INTENT OF THE SPECIFICATIONS AND DRAWINGS THAT THE FINISHED SYSTEM IS COMPLETE IN EVERY RESPECT AND SHALL BE READY FOR OPERATION SATISFACTORY TO THE OWNER. 8. 1.02 A. THE WORK SHALL INCLUDE ALL MATERIALS,LABOR, SERVICES,!RANSPORTATION.,.AND EQUIPMENT NECESSARY TO PERFORM THE WORK AS INDICATED ON THE DRAWINGS, IN THESc SPECldCATION, Ai,D AS NECESSARY 10 COMPLETE THE CONTRACT. CONSTRUCTION DRAWINGS DUE TO THE SCALE OF THE DRAWINGS! IT IS NOT POSSIBLE TO INDICATE ALL OFFSET~ FITTINGS, SLEEVES. ETC. WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY NVESTIGATE THE STRUCTURAL AND FINISHED 1.,0NDITIONS AFFECTING ALL OF HIS WORK AND PLAN HIS WORK ACCORDINGLY FURNISHING SUCH FITTINGS ETC. AS MAY BE REQUIRED TO MEET SUCH CONDITIONS DRAWINGS ARE GENERALLY DIAGRAMMAtlCAND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING, AND ARCHITECTURAL FEATURES. e. c. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES OR DETAILS SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. WHEN AN ITEM IS SHOWN ON THE PLANS BUT NOT SHOWN ON THE SPECIFICATIONS OR VICE VERSA, IT SHALL BE DEEMED TO BE AS SHOWN ON BOTH. THE LANDSCAPE ARCH ITECT SHALL HAVE FINAL AUTHORITY FOR CLARIFICATION. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AS SOON AS DETECTED. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. 1.03 A. QUALITY ASSURANCE PROVIDE AT LEAST ONE ENGLISH SPEAKING PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED AND THE MANUFACTURER'S RECOMMENDED METHODS OF INSTALLATION AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. B. C. D. E. MANUFACTURER'S DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURER OF ARTICLES USED IN THIS CONTRACT FURN ISH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS ~~~~~t~ci¼~~i1i~~~T~!~Ii ~xtii :i~li'li'?T~%i~tt7Ji~Ffc~9YJ:I~~0°fl-i~fk}~~~llf6t~\~~r~il1Nci~~JB ~8f~f~RE CONTRACTOR. ANYTHING CONTAINED IN THESE SPECIFICATIONS SHALL NOT 0BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES ~c°R~~~§~1~06g~ i~~~ftsrT1b~gf~VJfn~~~ul\'.f~E'r~Fc,EifJ~<trA~~Ri~~R~w~iissrfEL~iZt12i~55fFfJ~EB~1i·l1i~vE RULES AND REGULATI NS, THE PROVISIONS OF THESE SPECIFICA IONS AND DRAWINc,S SHALL TAKE PRECEDENCE. ALL MATERIALS SUPPLIED FOR THIS PROJECT SHALL BE NEW AND FREE FROM ANY DEFECTS. ALL DEFECTIVE MATERIALS SHALL BE REPLACED IMMEDIATELY AT NO ADDITIONAL COST TO OWNER. THE CONTRACTOR SHALL SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEESA GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, VERIFY PERM ITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WOKK OF THIS SECTION. 1.04 SUBMITTAL$ A. MATERIALS LIST: 1. AFTER AWARD OF CONTRACT AND BEFORE ANY IRRIGATION SYSTEM MATERIALS ARE DELIVERED TO THE JOB SIT~, SUBMIT TO THE OWNER A COMPLETE LIST OF ALL IRRIGATION SYSTEMS, MATERIALS, OR PROCESSES PROPOSED TO BE FURNISHED AND INSTALLED AS PART OF THIS CONTRACT. 2. SHOW MANUFACTURER'S NAME AND CATALOG NUMBER FOR EACH ITEM" FURNISH COMPLETE CATALOG CUTS AND TECHNICAL DATA, FURNISH THE MANUFACTURER'S RECOMMENDATIONS AS TO THE METHuD OF INSTALLATION. 3. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN ACCEPTANCE BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. 4. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES SHALL ONLY SUPPLEMENT THE GUARANTEE. 8. SUBSTITUTIONS: IF THE IRRIGATION CONTRACTOR WISHES TO SUBSTITUTE ANY EQUIPMENT OR MATERIALS FOR THOSE EQUIPMENT OR MATERIALS LISTED ON THE IRRIGATION DRAWINGS AND SPECIFICATIONS HE MAY DO SO BY PROVIDING THE FOLLOWING INFORMATION TO THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE AND CITY INSPECTOR FOR APPROVAL. 1. PROVIDE A WRITTEN STATEMENT INDICATING THE REASON FOR MAKING THE SUBSTITUTION. 2. PROVIDE CATALOG CUT SHEET~ TECHNICAL DAT,j. AND PERFORMANCE INFORMATION FOR EACH SUBSTITUTE ITEM. 3. PROVIDE IN WRITING THE DIFFErcENCE IN INSTALLcD PRICE IF THE ITEM IS ACCEPTED. 1.05 EXISTING CONDITIONS A. B. THE CONTRACTOR SHALL VERIFY AND BE FAMILIAR WITH THE LOCATION~, SIZE AND DETAIL OF POINTS OF CONNECTION PROVIDED AS THE SOURCE OF WATER, ELECTRICAL SUPPLY, AND ANY TELEPHONE LINE COi,NECTION TO THE IRRIGATION SYSTEM. IRRIGATION DESIGN IS BASED ON THE AVAILABLE STATIC WATER PRESSURE SHOWN ON THE DRAWINGS. CONTRACTOR SHALL VERIFY STATIC WATER ON THE PROJECT PRIOR TO THE START OF CONSTRUCTION. SHOULD A DISCREPA.NCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BEGINNING CONSTRUCTION. C. PRIOR TO CUTTING INTO THE SOI!,., THE CONTRACTOR SHALL LOCATE ALL CABLES, CONDUITS,,_ SEWER SEPTIC TANKS~AND OTHER UTILITIES AS ARE COMMONLY ENCOUNTERcD UNDERGROUND AND HE SHALL TAKE PROPER PRECAUTlvNS NOT TO DAMAGE o~ DISTURB SUCH IMPROVEMENTS. IF A CONFLICT EXISTS BETWEEN THE SUCH OBSTACLES AND THE PROPOSED WORISc,1:HE CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT AND OWNER WHO WILL ARRANGE FOR RELOCATIONS. THE CON I t<ACTOR WILL PROCEED IN THE SAME MANNER IF A ROCK LAYER OR ANY OTHER SUCH CONDITIONS ARE ENCOUNTERED. A B. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HIS OWN COST, ALL DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENCE. THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR FOR INSTALLATION OF REQUIRED SLEEVING AS SHOWN ON THE PLANS. 1.06 INSPECTIONS A. THE CONTRACTOR SHALL PERMIT THE LA.NDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE AND CITY INSPECTOR TO VISIT AND INSPECT AT ALL TIMES ANY PART OF THE WORK AND SHALL PROVIDE SAFE ACCESS FOR SUCH VISITS. 8. WHERE THE SPECIFICATIONS REQUIRE WORK TO BE TESTED BY THE CONTRACTOfl< IT SHALL NOT BE COVERED OVER UNTIL ACCEPTED BY THE LANDSCAPE ARCHITECT OWNER'S AUTHORIZED REPRESENTATIVE AND/OR GuVERNING AGENCIES. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, ~WNERNAND GOVERNING AGENCIES, A MINIMUM OF 48 HOURS IN ADVANCE, WHERE AND WHEN THE WORK IS READY FOR TESTING. SnOULD A Y WORK BE COVERED WITHOUT TESTING OR ACCEPTANCE, IT SHALL BE, IF SO ORDERED, UNCOVERED AT THE CONTRACTOR'S EXPENSE. C. INSPECTIONS WILL BE REQUIRED FOR THE FOLLOWING AT A MINIMUM: 1. SYSTEM LAYOUT D. E. 2. PRESSURE TEST OF IRRIGATION MAIN LINE (FOUR HOURS AT 125 PSI OR 120% OF STATIC WATER PRESSURE, WHICH EVER IS GREATER) APPROVAL REQUIRED BY CITY INSPECTOR 3. COVERAGE TEST OF IRRIGATION SYSTEM (APPROVAL REQUIRED BY CITY INSPECTOR). 4. FINAL INSPECTION PRIOR TO START OF MAINTENANCE PERIOD 5. FINAL ACCEPTANCE SITE OBSERVATIONS AND TESTING WILL NOT COMMENCE WITHOUT THE RECORD DRAWINGS AS PREPARED BY THE IRRIGATION CONTRACTOR. RECORD DRAWINGS MUST COMPLETE AND UP TO DATE FOR EACH SITE VISIT. WORK WHICH FAILS TESTING AND IS NOT ACCEPTED WILL BE RETESTED. HOURLY RATES AND EXPENSES OF THE LANDSCAPE ARCHITECT OWNER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES FOR REINSPECTION OR RETESTING WILL BE PAID BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL EXPENoE TO OWNER. 1.07 A STORAGE AND HANDLING USE ALL MEA.NS NECESSARY TO PROTECT IRRIGATION SYSTEM MATERIALS BEFORE,DURING,AND AFTER INSTALLATION AND TO PROTECT THE INSTALLATION WORK AND MATERIALS OF ALL OTHER TRADES. IN THE EVENT Os DAMAGcJMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE ACCEPT ANGE OF THE LANDSCAPE ARCHITECT AND OWNcR AND AT NO ADDITIONAL COST TO THE OWNER. 8. EXERCISE CARE IN HANDLINQ1 LOADING,_UNLOADING, AND STORING PLASTIC PIPE AND FITTINGS UNDER COVER UNTIL READY TO INSTALL. TRA.NSPORT PLASTIC PIPE Oi,LY ON A V~HICLE WITH A BED LONG ENOUGH TO ALLOW THE PIPE TO LAY FLAT TO AVOID UNDUE BENDING AND CONCENTRATED EXTERNAL LOAD. 1.08 A CLEANUP AND DISPOSAL ~~ti?&~1~&tMJ1~J~t~~t~f18~8mi~t8~8§gw21Tr~~Trti~rtmfDtts~flt~Tii0m-fEN~Dit~C),AJltrffsCHR_l,,BNEJJJlBRISWILL 8. 1.09 NOT BE PERMITTED. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF RUBB ISH AND DEBRIS GENERATED BY HIS WORK AND WORKMEN AT FREQUENT INTERVALS OR WHEN ORDERED TO DO SO BY THE OWNER'S AUTHORIZED REPRESENTATIVE. AT THE TI ME OF COMPLETION THE ENTIRE SITE WILL BE CLEARED OF TOOLS, EQUIPMENT, RUBBISH AND DEBRIS WHICH SHALL BE DISPOSED OF OFF-SITE IN A LEGAL DISPOSAL AREA TURNOVER ITEMS A. RECORD DRAWINGS: 1. RECORD ACCURATELY ON ONE SET OF CONTRACT DRAWINGS ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. 2. THE CHANGES A.ND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER. PRIOR TO FINAL INSPECTION OF WORK, SUBMIT RECORD DRAWINGS TO THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. 3. DIMENSIONS FROMfrO PERMA.NENT POINTS OF REFERENCE SUCH AS BUILDINGS,_SIDEWALKS, CURBSLETC. SHALL BE SHOWN. DATA ON RECORD DRAWINGS SHALL BE RECORDED ON A DAY TO DAY BASIS AS THE PROJcCT IS BEING INSTAL ED. ALL LETTERING ON DRAWINGS SHALL BE MINIMUM 1/8 INCH IN SIZE 4. SHOW LOCATIONS AND DEPTHS OF THE FOLLOWING ITEMS: a. POINT OF CONNECTION (INCLUD ING WATER METERS6BACKFLOW PREVENTERS, MASTER CONTROL VALVESNETC.) b. ROUTING OF SPRINKLER PRESSURE LINES (DIMENSI NS SHOWN AT A MAXIMUM OF 100 FEET ALONG ROUT! G) c. GATE VALVES d. AUTOMATIC REMOTE CONTROL VALVES AND ISOLATION BALL VALVES e. QUICK COUPLING VALVES AND ISOLATION BALL VALVES f. ROUTING OF CONTROL WIRES g. IRRIGATION CONTROLLERS n. RELATED EQUIPMENT IAS MAY BE DIRECTED) 5. MAINTAIN RECORD DRAWINGS ON SITE AT ALL TIMES. UPON COMPLETION OF WORK, TRANSFER ALL AS-BUILT INFORMATION AND DIMENSIONS TO REPRODUCIBLE SEPIA PRINTS. 6. FINAL AS-BUILT PLANS SHALL BE PREPARED BY GMP FROM THE DIMENSIONS PROVIDED BY THE CONTRACTOR. 7. FINAL AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. 8. THE FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE APPROVED BY THE CITY AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO CITY RELEASE OF SECURITIES. 8. CONTROLLER CHARTS: 1. RECORD DRAWINGS MUST BE APPROVED BY LANDSCAPE ARCHITECT AND/OR OWNER'S AUTHORIZED REPRESENTATIVE BEFORE CHARTS ARE PREPARED. 2. PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER. CHART SHALL SHOW THE AREA COVERED BY THE PARTICULAR CONTROLLER. 3. THE CHART IS TO BE A REDUCED COPY OF THE ACTUAL 'RECORD" DRAWING. IN THE EVENT THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWING IS REDUCED IT SHALL BE ENLARGED TO A READABLE SIZE. 4. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS IN THICKNESS. C. OPERATION AND MAINTENANCE MANUALS: 1 • Al¥8~rfE~f &tzrl&~~~~8~{6i1zis ?&~l~~~Ti~~~~[g~tr?~ 6'4fi_~~ilfRS~A'}§ ~~18~Lf½Efi~~~~J~ge~~~8~lE A.2· m&rJ&MtdfJ~~,~~&m~ti!f~~t~t~~~~~1~Er£~i~vt~(ttWs~~r~t~1i~ 9;~~:;~~~E PERIOD. LIST OF B. 5~~11'Arv+r~J rNc~~~l~~tNAl~~~~&ri~CTl~N§%8~ ~eE~btj~~N1c URE R PRESEN AT VE • C. SPARE PARTS LISTS AND RELATED MANUFACTURER INFORMATION FOR ALL EQUIPMENT. D. EQUIPMENT: 1. SUPPLY AS A PART OF THIS CONTRACT THE FOLLOWING ITEMS: A. TWO (2) WRENCHES FOR DISASSEMBLY AND ADJUSTMENT OF EACH TYPE OF SPRINKLER HEAD USED IN THE IRRIGAT ION SYSTEM. B. THREE 30-INCH SPRINKLER KEYS FOR MANUAL OPERATION OF CONTROL VALVES. C. TWO KEYS FOR EACH AUTOMATIC CONTROLLER. D. FIVE QUICK COUPLER KEYS WITH A BRONZE HOSE THREAD 90 DEGREE SWIVEL ATTACHMENT AND FIVE COUPLER LID KEYS. E. FIVE VAL VE BOX COVER KEY OR WRENCH. F. ONE 5-FOOT TEE WRENCH FOR OPERATING GATE VALVES 3 INCHES OR LARGER (IF USED). G. SIX EXTRA SPRINKLER HEADS OF EACH SIZE AND TYPE PER IRRIGATION P.O.C. 2. THE ABOVE EQUIPMENT SHALL BE TURNED OVER TO OWNER'S AUTHORIZED REPRESENTATIVE AT THE FINAL INSPECTION. 1.10 A. 8. C D. 1.11 A. B. COMPLETION AT THE TIME OF THE PRE-MAINTENANCE PERIOD INSPECTION, THE LANDSCAPE ARCHITECTLOWNER'SAUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES WILL INSPECT THE WORISc,AND IF NOT ACCEPTED, WILL PREPARE A 1ST OF ITEMS TO BE COMPLETED BY THE CONTRACTOR. AT THE TIME OF THE POST-MAIN I cNANCE PERIOD OR FINAL INSPECTION THE WORK WILL BE REINSPECTED AND FINAL ACCEPTANCE WILL BE IN WRITING BY THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES. THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL HAVE FINAL AUTHORITY ON ALL PORTIONS OF THE WORK. AFTER THE SYSTEM HAS BEEN COMPLETED THE CONTRACTOR SHALL INSTRUCT OWNER'S AUTHORIZED REPRESENTATIVE IN THE OPERATION AND MAINTENANCE OF THE IRRIGATION SYSTEM AND SHALL FURNISH A COMPLETE SET OF OPERATING AND MAINTENANCE INSTRUCTIONS. ANY SETTLING OF TRENCHES WHICH MAY OCCUR DURING THE ONE-YEAR PERIOD FOLLOWING ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER. REPAIRS SHALL INCLUDE THE COMPLETE RESTORATION OF ALL DAMAGE TO PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND AS A RESULT OF THE WORK. GUARANTEE A~~1~i~~IL8b~}~iT1'RA1ti8~ftltfN8f¼~~tR~tt-XliiR~8R~A~irt r~c\t5a~bRtSTIL1~~L6lgAi~cR~fdTli~!~LlE~~t~~AIJ%° FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE FILING OF THE NOTICE OF tOMPLETION. SHOULD ANY PROBLEM WITH THE IRRIGATION SYSTEM BE DISCOVERED WITHIN THE GUARANTEE PERIOD IT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO OWNER WITHIN TEN (10) CALENDAR DAYS OF RECEIPT OF WRITTEN NOTICE FROM OWNER. WHEN THE NATURE OF THE REPAIRS AS DETERMINED BY THE OWNER CONSTITUTE AN EMERGENCY (I.E BROKEN PRESSURE LINE) THE OWNER MAY PROCEED TO MAKE REPAIRS AT THE CONTRACTOR'S EXPENSE. ANY AND ALL DAMAGES TO EXISTING IMPROVEMENT RESULTING EITHER FROM FAULTY MATERIALS OR WORKMANSHI~ OR FROM THE NECESSARY REPAIRS TO CORRECT SAME, SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER BY THE CONTRAC I OR, ALL AT NO ADDITIONAL COST TO THE OWNER. GUARANTEE SHALL BE SUBMITTED ON CONTRACTORS OWN LETTERHEAD AS FOLLOWS: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM WE HEREBY GUARANTEE THAT THE SPRINKLER IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIPd AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS~ ORDINARY WEAR AND TEAR AN UNUSUAL ABUSE OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTIVE MATcRIAL DURING THE PERIOD OF ONE YEAR FROM DATE OF FILING OF THE NOTICE OF COMPLETION AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN 10 CALENDAR DAYS FOLLOWING WRITTEN NOTIFICATION BY THE OWNER. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN THE TIME SPECIFIED AFTER RECEIPT OF WRITTEN NOTICE FROM OWNER'rWE AUTHORIZE THE OWNER TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COS S AND CHARGES THEREFORE UPON DEMAND PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: PART II -MATERIALS 2.01 SUMMARY USE ONLY NEW MATERIALS OF THE MANUFACTURER SIZE AND TYPE SHOWN ON THE DRAWINGS AND SPECIFICATIONS. MATERIALS OR EQUIPMENT INSTALLED OR FURNISHED THAT DO NOT MEET LANDSCAPE ARCHITECT'S, OWNER'S, OR GOVERNING AGENCIES STANDARDS WILL BE REJECTED AND SHALL BE REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER. 2.02 PIPE A PRESSURE SUPPLY LINE FROM POINT OF CONNECTION THROUGH BACKFLOW PREVENTION UNIT SHALL BE TYPE K "HARD" COPPER PIPE OR BRASS NIPPLES (LENGTH AS REQUIRED). B. PRESSURE SUPPLY LINES 2 INCHES IN DIAMETER AND UP TO 2.5 INCHES IN DIAMETER DOWNSTREAM OF BACKFLOW PREVENTION UNIT SHALL BE CLASS 315 SOLVENT WELD PVC. PIPING SHALL CONFORM TO ASTM D2241. C. D. E. F. 2.03 A. 8. PRESSURE SUPPLY LINES 3 INCHES IN DIAMETER AND UP TO 8 INCHES IN DIAMETER DOWNSTREAM OF BACKFLOW PREVENTION UNIT SHALL BE CLASS 200 GASKET JOINT PVC. PIPING SHALL CONFORM TO ASTM D2241. PRESSURE SUPPLY LINES 1.5 INCHES IN DIAMETER AND SMALLER OF THE BACKFLOW PREVENTION UNIT SHALL BE SCHEDULE 40 SOLVENT WELD PVC CONFORMING TO ASTM D1785. NON-PRESSURE LINES .75 INCHES IN DIAMETER AND LARGER DOWNSTREAM OF THE REMOTE CONTROL VALVE SHALL BE SCH. 40 PVC. ALL SPECIALIZED PIPING SHALL BEAS INDICATED ON THE DRAWING LEGEND OR DETAILS. METAL PIPE A.ND FITTINGS BRASS PIPE SHALL BE 65 PERCENT RED BRASS, ANSI. IPS STANDARD 125 POUNDS, SCHEDULE 40 SCREWED PIPE. BRASS FITTINGS SHALL BE MEDIUM BRASS, SCREWED 125-POUND CLASS. C. COPPER PIPE SHALL BE "HARD" TYPE KOR AS NOTED ON THE DRAWING LEGEND OR DETAILS. D. COPPER FITTINGS SHALL BE SOLDERED TYPE. 2.04 A. B. C. PLASTIC PIPE AND FITTINGS PIPE SHALL BE MARKED CONTINUOUSLY WITH MANUFACTURER'S NAME,._NOMINAL PIPE SIZE, SCHEDULE OR CLAS~ PVC TYPE AND GRADE, NATIONAL SANITATION FOUNDATION APPROVAL, COMMERCIAL STANDAKDS DESIGNATION, AND DATE OF EXTRUSlvN. ALL PLASTIC PIPE SHALL BE EXTRUDED OF AN IMPROVED PVC VIRGIN PIPE COMPOUND IN ACCORDANCE WITH ASTM D2241 OR ASTM D1784. ALL PVC FITTINGS SHALL BE STANDARD WEIGHT SCHEDULE 40 AND SHALL BE INJECTION MOLDED OF AN IMPROVED VIRGIN PVC FITTING COMPOUND. SLIP PVC FITTINGS SHAU BE THE 'DEEP SOCKET" BRACKETED TYPE. THREADED PLASTIC FITTINGS SHALL BE SCHEDULE 80 INJECTION MOLDED. ALL TEES AND ELLS SHALL BE SIDE GATED. ALL FITTINGS SHALL CONFORM TO ASTM D2466. D. ALL THREADED NIPPLES SHALL BE STANDARD WEIGHT SCHEDULE 80 WITH MOLDED THREADS AND SHALL CONFORM TO ASTM D1785. G. BALL VALVE1,GATE VALVEtAND QUICK COUPLER VALVE BOXES SHALL BE CIRCULAR 10" SIZE. VALVE BOX COVERS SHALL BE "HEAT BRANDED' ha 2' HIGH LET ERS WITH EITHER "BV", "GV', OR "QCV". 2.08 A. B. IRRIGATION CONTROLLER CONTROLLER SHALL BE OF THE MANUFACTURER, SIZE AND TYPE INDICATED ON THE DRAWINGS. THE CONTROLLER ENCLOSURE SHALL BE OF THE MANUFACTURER, SIZE AND TYPE INDICATED ON THE DRAWINGS. THE ENCLOSURE SHALL ALSO ENCLOSE THE CONTROLLER ELECTRICAL METER. C. THE CONTROLLER SHALL BE OF THE MANUFACTURER, SIZE AND TYPE REQUIRED BY THE CITY OF CARLSBAD. ELECTRICAL 2.09 A. B. ALL ELECTRICAL EQUIPMENT SHALL BE NEMA TYPE 3, WATERPROOFED FOR EXTERIOR INSTALLATIONS. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL CODES AND ORDINANCES. 2.10 A LOW VOLTAGE CONTROL WIRING REMOTE CONTROL WIRE SHALL BE DIRECT-BURIAL AWG-UF TYPE, SIZE AS INDICATED ON THE DRAWINGS, AND IN NO CASE SMALLER THAN 14 GAUGE. 8. c. CONNECTIONS SHALL BE EITHER EPOXY-SEALED PACKET TYPE OR PENN-TITE CONNECTORS. COMMON WIRES SHALL BE WH ITE IN COLOR A.ND IN NO CASE SMALLER THAN 12 GAUGE. CONTROL WIRES SHALL BE RED (WHERE TWO OR MORE CONTROLLERS ARE USED,,THE CONTROL WIRES SHALL BE A DIFFERENT COLOR FOR EACH CONTROLLER. THESE COLORS SHALL BE NOTED ON THE "RECORD DRAWINGS" PLANS LOCATED ON CONTROLLER DOOR.). D. E. 2.11 A. GROUND WIRES SHALL BE GREEN IN COLOR, AND IN NO CASE SMALLER THAN 6 GAUGE. PROVIDE A 24' LONG EXPANSION LOOP FOR ALL DIRECTIONAL CHANGES IN CONTROL WIRE ROUTING. IRRIGATION HEADS SPRINKLER HEADS SHALL BE OF THE MA.NUFACTURER SIZE, TYPE, WITH RADIUS OF THROW, OPERATING PRESSURE, AND DISCHARGE RATE INDICATED ON THE DRAWINGS 8. POP-UP HEADS A.ND RISER HEADS SHALL BE USED AS INDICATED ON THE DRAWINGS. PART Ill -EXECUTION 3.01 SITE CONDITIONS A. INSPECTIONS: 1. PRIOR TO ALL WORK OF THIS SECTI0~1 CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WMERE THIS INSTALLATION MAY PROPERLY COMMENCE. 2. VERIFY THAT IRRIGATION SYSTEM MAY BE INSTALLED IN STRICT ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS, THE ORIGINAL DESIGN, THE REFERENCED STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS. 8. DISCREPANCIES: 1. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. 2. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL DISCREPANCIES HAVE BEEN RESOLVED. C. GRADES: 1. BEFORE STARTING WORK. CAREFULLY CHECK ALL GRADES TO DETERMINE THAT WORK MAY SAFELY PROCEED, KEEPING WITHIN THE SPECIFIED MATERIAL DEPTHS WITH RESPECT TO FINISH GRADE. 2. FINAL GRADES SHALL BE ACCEPTED BY THE ENGINEER BEFORE WORK ON THIS SECTION WILL BE ALLOWED TO BEGIN. D. FIELD MEASUREMENTS: 1. MAKE ALL NECESSARY MEASUREMENTS IN THE FIELD TO ENSURE PRECISE FIT OF ITEMS IN ACCORDANCE WITH THE ORIGINAL DESIGN. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS WITH ALL OTHER WORK. 2. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL SIZE DIMENSIONS PRIOR TO PROCEEDING WITH WORK UNDER THIS SECTION. 3. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES WHICH ARE CAUSED BY HIS OPERATIONS NEGLECT. E. DIAGRAMMATIC INTENT: THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC. THE SIZE AND LOCATION OF EQUIPMENT AND FIXTURES ARE DRAWN TO SCALE WHERE POSSIBLE. PROVIDE OFFSETS IN PIPING CHANGES IN EQUIPMENT LOCATIONS AS NECESSARY TO CONFORM WITH STRUCTURES A.ND TO AVOID OBSTRUCTIONS OR CONFLICTS WITH OTHER WORK AT NO ADDITIONAL EXPENSE TO OWNER. F. LAYOUT: 1. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY LINES, ROUTING AND LOCATION OF SPRINKLER HEADS VALVES BACKFLOW PREVENTER AND AUTOMATIC CONTROLLER. 2. LAYOUt IRRIGAtlON SYSTEM AND MAKE MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCES BETWEEN SITE AND DRAWINGS. WHERE PIPING IS SHOWN ON DRAWINGS UNDER PAVED AREAS, BUT RUNNING PARALLEL AND ADJACENT TO PLANTED AREAS, INSTALL THE PIPING IN THE PLANTED AREAS. G. WATER SUPPLY CONNECTIONS TO, OR THE INSTALLATION 01;, THE WATER SUPPLY SHALL BE AT THE LOCATIONS SHOWN ON THE DRAWINGS. MINOR CHANGES CAUSED BY ACTUAL SITE CONulTIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO OWNER. 3.05 A. 8. C. D. 3.06 A. B. C. D. E. 3.07 A. 8. C. D. E. 3.08 A. 8. 3.09 A. B. c. D. E, 3.10 A. 8. C. D. E. 3.11 A. 8. H. ELECTRICAL SERVICE: C. 1. CONNECTIONS TO THE ELECTRICAL SUPPLY SHALL BE AT THE LOCATIONS SHOWN ON THE DRAWINGS. MINOR CHANGES CAUSED BY SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO OWNER. 2. CONTRACTOR SHALL MAKE 120 VOLT CONNECTION TO THE IRRIGATION CONTROLLERS. ELECTRICAL POWER SOURCE TO CONTROLLER D. 3.02 A. 8. c. D. E. F. 3.03 A. 8. LOCATIONS SHALL BE PROVIDED BY OTHERS. TRENCHING EXCAVATIONS SHALL BE STRAIGHT WITH VERTICAL SIDEStEVEN GRADENA.ND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICA ED ON DRAWi GS TO THE DEPTHS BELOW FINISHED GRADE AND AS NOTED. WHERE LINES OCCUR UNDER PAVED AREA, THESE DIMENSIONS SHALL BE CONSIDERED BELOW SUBGRADE. 3.12 A. 8. PROVIDE MINIMUM COVER OF 18 INCHES ON PRESSURE SUPPLY LINES 21/2 INCHES AND SMALLER. PROVIDE MINIMUM COVER OF 24 INCHES 3.13 ON PRESSURE SUPPLY LINES 3 INCHES, A.ND 36 INCHES OF COVER ON PRESSURE SUPPLY LINES 4 INCH AND LARGER. PROVIDE MINIMUM COVER OF 18 INCHES FOR CONTROL WIRES. PROVIDE MINIMUM COVER OF 12 INCHES FOR NON-PRESSURE LINES. PIPES INSTALLED IN A COMMON TRENCH SHALL HAVE A 4 INCH MINIMUM SPACE BETWEEN PIPES. PROVIDE SAND BACKFILL A MINIMUM OF 4 INCHES OVER AND UNDER ALL MAINLINE PIPING. BACKFILLING BACKFILL MATERIAL ON ALL LINES SHALL BE THE SAME AS ADJACENT SOIL FREE OF DEBRIS, LITTER, AND ROCKS OVER 1/2 INCH IN DIAMETER BACKFILL SHALL BE TAMPED IN 4-INCH LAYERS UNDER THE PIPE AND UNIFORMLY ON BOTH SIDES FOR THE FULL WIDTH OF THE TRENCH AND THE FULL LENGTH OF THE PIPE. BACKFILL MATERIALS SHALL BE SUFFICIENTLY DAMP TO PERMIT THOROUGH COMPACTION" FREE OF VOIDS. BACKFILL SHALL BE COMPACTED TO DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO AuJACENT GRADES. A. B. C. D. 3.14 A. CONTROUER THE EXACT LOCATION OF THE CONTROLLER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE BEFORE INSTALLATION. THE ELECTRICAL SERVICE SHALL BE COORDINATED WITH THIS LOCATION. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL HOOK UP TO IRRIGATION CONTROLLER. THE IRRIGATION SYSTEM SHALL BE PROGRAMMED TO OPERATE DURING THE PERIODS OF MINIMAL USE OF THE DESIGN AREA. INSTALL CONTROLLER ENCLOSURE AS RECOMMENDED BY THE MANUFACTURER. CONTROL WIRING LOW VOLTAGE CONTROL WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS THE PRESSURE SUPPLY LINES WHENEVER POSSIBLE. WHERE MORE THAN ONE WIRE IS PLACED IN A TRENCHhTHE WIRING SHALL BE TAPED TOGETHER IN A BUNDLE AT INTERVALS OF 10 FEET BUNDLE SHALL BE SECURED TO THE MAINLINE WITH TA~E AT INTERVALS OF 20 FEET. ALL CONNECTIONS SHALL BE OF AN APPROVED TYPE AND SHALL OCCUR IN II VALVE BOX. PROVIDE AN 18 INCH SERVICE LOOP AT EACH CONNECTION. AN EXPANSION LOOP OF 12 INCHES SHALL BE PROVIDED AT EACH WIRE CONNECTION AND/OR DIRECTIONAL CHANGE, AND ONE OF 24 INCHES SHALL BE PROVIDED AT EACH REMOTE CONTROL VALVE. A CONTINUOUS RUN OF WIRE SHALL BE USED BETWEEN A CONTROLLER AND EACH REMOTE CONTROL VALVE. UNDER NO CIRCUMSTANCES SHALL SPLICES BE USED WITHOUT PRIOR APPROVAL. VALVES AUTOMATIC CONTROL VALVEi BALL VALVES, GATE VALVES, AND QUICK COUPLER VALVES SHALL BE INSTALLED IN THE APPROXIMATE LOCATIONS INDICATED ON THc DRAWINGS. VALVE SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE. INSTALL ALL VALVES AS INDICATED IN THE DETAIL DRAWINGS. VALVES TO BE INSTALLED IN VALVE BOXES SHALL BE INSTALLED ONE VALVE PER BOX. REMOTE CONTROL VALVES AND QUICK COUPLER VALVES SHALL BE ISOLATED FROM THE MAINLINE BY A BALL VALVE SIZED PER THE LARGEST R.C.V. IN THE MANIFOLD OR 11/2 INCH FOR Q C.V.'S. VALVE BOXES VALVE BOXES SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE. EACH VALVE BOX SHALL BE INSTALLED ON A FOUNDATION OF 3/4 INCH GRAVEL BACKFILl,_i/ CUBIC FEET MINIMUM. VALVE BOXES SHALL BE INSTALLED WITH THEIR TOPS 1/2 INCH ABOVE THE SURFACE OF SURROUNDING FINISH GMDE IN LAWN AREAS AND 3 INCHES ABOVE FINISH GRADE IN GROUND COVER AREAS. BACKFLOW PREVENTER$ INSTALL BACKFLOW PREVENTER UNIT AS INDICATED IN THE DETAIL DRAWINGS. INSTALL BACKFLOW ASSEMBLIES AT LOCATIONS APPROVED IN THE FIELD AND AT HEIGHT REQUIRED BY LOCAL CODES. INSTALL WYE STRAINERS AND PRESSURE REGULA TORS ON THE BACKFLOW ASSEMBLY. IF BACKFLOW PREVENTER IS INSTALLED ADJACENT TO A BUILDING, WALL, OR OTHER OBSTRUCTION, INSTALL UNIT SO THAT THE TEST COCKS ARE FACING OUTWARD AWAY FROM THE OBSTRUCTION. INSTALL BACKFLOW ENCLOSURE AS RECOMMENDED BY THE MANUFACTURER. SPRINKLER HEADS SPRINKLER HEADS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS. SPACING OF HEADS SHALL NOT EXCEED MAXIMUM INDICATED ON THE DRAWINGS. RISER NIPPLES SHALL BE OF THE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY. POP-UP SPRINKLER HEADS SHALL NOT BE INSTALLED USING SIDE OUTLET OPENINGS. RISER NIPPLES ON RECYCLED WATER SYSTEMS SHALL BE IDENTIFIED WITH ADHESIVE VINYL MARKERS BELOW SPRINKLER HEAD AND A MINIMUM OF 10 INCHES ABOVE FINISH GRADE. MISCELLANEOUS EQUIPMENT INSTALL ALL ASSEMBLIES SPECIFIED HEREIN ACCORDING TO THE RESPECTIVE DETAIL DRAWINGS OR SPECIF ICATIONS, USING BEST STANDARD PRACTICES. QUICK COUPLER VALVES SHALL BE SET APPROXIMATELY 12 INCHES FROM WALKS, CURBS, HEADER BOARDS, OR PAVED AREAS WHERE APPLICABLE. UNLESS DESIGNED AS AN INTEGRAL PART OF THE IRRIGATION HEAD, ANTI-DRAIN VALVES WILL BE INSTALLED UNDER EVERY HEAD. THE ANTI-DRAIN VALVE WILL BE THE SAME DIAMETER AS THE RISER AND BE INTEGRAL TO THE RISER ASSEMBLY. INSTALL RAIN SENSOR AS INDICATED ON THE DRAWINGS AND AS RECOMMENDED BY THE MANUFACTURER. FLUSHING THE SYSTEM PRIOR TO INSTALLATION OF SPRINKLER NOZZLES. THE VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE LINES AND RISERS. • SPRINKLER NOZZLES SHALL BE INSTALLED AFTER FLUSHING THE SYSTEM HAS BEEN COMPLETED. ADJUSTING THE SYSTEM CONTRACTOR SHALL ADJUST VALVES, ALIGN HEADS, AND CHECK COVERAGE OF EACH SYSTEM PRIOR TO COVERAGE TEST. IF IT IS DETERMINED BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE THAT ADDITIONAL ADJUSTMENTS OR NOZZLE CHANGES WILL BE REQUIRED TO PROVIDE PROPER COVERAGE, ALL NECESSARY CHANGES OR ADJUSTMENTS SHALL BE MADE PRIOR TO ANY PLANTING. THE ENTIRE SYSTEM SHALL BE OPERATING PROPERLY BEFORE ANY PLANTING OPERATIONS COMMENCE. AUTOMATIC CONTROL VALVES ARE TO BE ADJUSTED SO THAT THE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY THE MANUFACTURER. TESTING AND OBSERVATION DO NOT ALLOW OR CAUSE ANY OF THE WORK OF THIS SECTION TO BE COVERED UP OR ENCLOSED UNTIL IT HAS BEEN OBSERVED, TESTED AND ACCEPTED BY THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, OWNER AND GOVERNING AGENCIES. A MINIMUM OF 48 HOURS.IN ADVANCE, WHERE AND WHEN THE WORK IS READY FOR TESTING. • PART II -MATERIALS c. FLOODING IN LIEU OF TAMPING IS NOT ALLOWED. B. c. WHEN THE SPRINKLER SYSTEM IS COMPLETED. THE CONTRACTOR SHALL PERFORM A COVERAGE TEST OF EACH SYSTEM IN ITS ENTIRETY TO DETERMINE IF THE WATER COVERAGE FOR THE PLANTED AREAS IS COMPLETE AND ADEQUATE IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. E. ALL SOLVENT CEMENTING OF PLASTIC PIPE AND FITTINGS SHALL BE A TWO-STEP PROCESS, USING PRIMER AND SOLVENT CEMENT APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS. CEMENT SHALL BE OF A FLUID CONSISTENCY, NOT GEL-LIKE OR ROPY. SOLVENT CEMENTING SHALL BE IN CONFORMANCE WITH ASTM D2564 AND ASTM D2855. D. E F. 2.05 WHEN CONNECTION IS PLASTIC TO METAL,_FEMALE ADAPTERS SHALL BE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. JOINT 3.04 COMPOUND SHALL BE NON-LEAD BASE TErLON PASTE, TAPE, OR EQUAL. BACKFLOW PREVENTION UNITS A. THE BACKFLOW PREVENTION UNIT SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. B. THE BACKFLOW PREVENTION UNIT SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY LOCAL CODES. C. THE BACKFLOW PREVENTION ASSEMBLY SHALL CONSIST OF BRASS PIPING, UNIONS AND FITTINGS. 2.06 VALVES A. GATE VALVES: 1. GATE VALVES SHALL BE OF THE MANUFACTURER SIZE AND TYPE INDICATED ON THE DRAWINGS. 2. GATE VALVES SHALL BE CONSTRUCTED OF A BRONZE BODY, BONNET AND DISC, AND A MALLEABLE IRON HANDWHEEL. GATE VALVES SHALL HAVE THREADED CONNECTIONS. 3. ALL GATE VALVES SHALL HAVE A MINIMUM WORKING PRESSURE OF NOT LESS THAN 150 PSI AND SHALL CONFORM TO AWWA STANDARDS. B. BALL VALVES 1. BALLVALVESSHALLBEOFTHEMANUFACTURER SIZE AND TYPE INDICATED ON THE DRAWINGS. 2. BALL VALVES SHALL BE CONSTRUCTED OF A BRONZE BODY, STAINLESS STEEL BALL AND STEM, MALLEABLE IRON HANDLE. BALL VALVES SHALL HAVE THREADED CONNECTIONS. 3. ALL BALL VALVES SHALL HAVE A MINIMUM WORKING PRESSURE OF NOT LESS THAN 150 PSI AND SHALL CONFORM TO AWWA STANDARDS. C. QUICK COUPLER VALVES: 1. QUICK COUPLER VALVES SHALL BE OF THE MANUFACTURER SIZE AND TYPE INDICATED ON THE DRAWINGS. 2. QUICK COUPLER VALVES SHALL BE BRASS WITH A WALL THICKNESS GUARANTEED TO WITHSTAND NORMAL WORKING PRESSURE OF 150 PSI WITHOUT LEAKAGE. VALVES SHALL HAVE FEMALE THREADS OPENING AT BASE WITH TWO-PIECE BODY. VALVES TO BE OPERATED ONLY WITH A COUPLER KEX, DESIGNED FOR THAT PURPOSE. COUPLER KEY IS INSERTED INTO VALVE AND A POSITIV~ WATERTIGHT CONNECTION SHALL BE MADE BETvvEEN THE COUPLER KEY AND VALVE. HINGE COVER SHALL BE THE LOCKING TYPE CONST~UCTED OF BRASS WITH A RUBBER-LIKE VINYL COVER. D. AUTOMATIC CONTROL VALVES: 1. AUTOMATIC CONTROL VALVES SHALL BE OF THE MANUFACTURE~SIZE, AND TYPE INDICATED ON THE DRAWINGS. 2. AUTOMATIC CONTROL VALVES SHALL BE ELECTRICALLY OPERATcLJ. E. ANTI-DRAIN VALVES: t iNH:B~lN ~!ct§i i~tcc ~~~l ;ra1M1~~[tsCsT~fiffL'. i~~1tftf ATJtvl~SfNgBf~;f~EBB~~1~ls. 3. ANTI-DRAIN VALVES WILL HAVE THREADED CONNECTIONS THE SIZE OF THE RISER OR PIPE THEY ARE TO BE INSTALLED ONTO, OR THE NEXT AVAILABLE SIZE. NO SLIP CONNECTION ANTI-DRAIN VALVES ARE ALLOWED. 2.07 A. VALVE BOXES VALVE BOXES SHALL BE FABRICATED FROM A DURABLE, WEATHER-RESISTANT PLASTIC MATERIAL RESISTANT TO SUNLIGHT AND CHEMICAL ACTION OF SOILS 8. C. D. E. F. THE VALVE BOX COVER SHALL BE GREEN IN COLOR AND SECURED WITH BOLTS. THE COVER AND BOX SHALL BE CAPABLE OF SUSTAINING A LOAD OF 1,500 POUNDS. VALVE BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AS THE VALVE BOX. AUTOMATIC CONTROL AND MASTER VALVE BOXES SHALL BE 16"X11"X12" RECTANGULAR SIZE. VALVE BOX COVERS SHALL BE "HEAT BRANDED' IN 2" HIGH LETTERS WITH EITHER ''RCV" WITH THE VALVE IDENTIFICATION NUMBERS OR "MCV". SPECIALITY 'JUMBO' BOXES MAY BE INDICATED ON DRAWINGS AND SHALL BE 25"X15"X12" RECTANGULAR SIZE. A. B. c. D. E. F. G. H. I. J. K. L. UNDER NO CIRCUMSTANCES SHALL TRUCK WHEELS BE USED TO COMPACT BACKFILL. PROVIDE SANO BACKFILL A MINIMUM OF 6 INCHES OVER AND UNDER ALL PIPING UNDER PAVED AREAS. PIPING D. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLAN91 OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUAT~ WITHOu T BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THIS TEST SHALL BE ACCEPTED BY THE LANDSCAeE ARCHITECT AND ACCOMPLISHED BEFORE STARTING A.NY PLA.NTING. PIPING UNDER EXISTING PAVEM ENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING. NO HYDRAULIC DRIVING IS PERMITTED UNDER ASPHALT PAVEMENT. CUTTING OR BREAKING OF EXISTING PAVEMENT IS NOT PERMITTED. CAREFULLY INSPECT ALL PIPE AND FITTINGS BEFORE INSTALLATION, REMOVING DIRT, SCALE, BURRS REAMING. INSTALL PIPE WITH ALL MARKINGS UP FOR VISUAL INSPECTION AND VERIFICATION. REMOVE ALL DENTED AND DAMAGED PIPE SECTIONS. E. FINAL INSPECTION WILL NOT COMMENCE WITHOUT RECORD DRAWINGS AS PREPARED BY THE IRRIGATION CONTRACTOR. 3.15 MAINTENANCE DURING THE MAINTENANCE PERIOD THE CONTRACTOR SHALL ADJUST AND MAINTAIN THE IRRIGATION SYSTEM IN A FULLY OPERATIONAL CONDITION PROVIDING COMPLETE IRRIGATION COVERAGE TO ALL INTENDED PLANTINGS 3.16 COMPLETION CLEANING ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM EACH OTHER AND 12 INCHES FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER EACH OTHER. CLEAN-UP SHALL BE MADE AS EACH PORTION OF THE WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE ALL WALKS AND PAVING SHALL BE BROOMED, AND ANY DAMAGE SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS. i::~1n nF SECTION IN SOLVENT WELDING, USE ONLY THE SPECIFIED PRIMER AND SOLVENT CEMENT AND MAKE ALL JOINTS IN STRICT ACCORDANCE WITH TH "'0SC,1p MANUFACTURER'S RECOMMENDED METHODS INCLUDING WIPING ALL EXCESS SOLVENT FROM EACH WELD. ALLOW SOLVENT WELDS AT "\,t,\, '/: '4. LEAST 15 MINUTES SETUP TIME BEFORE MOVING OR HANDLING AND 24 HOURS CURING TIME BEFORE FILLING. "' 'l ,l'attmo,, Nq ~~ ~~/;fAEc¥~~~kBE INSTALLED IN A MA.NNER WHICH WILL PROVIDE FOR EXPANSION CONTRACTION AS RECOMMENDED BY THE PIP Q !'f:(,\ ~'0, ~ ., -v (") CENTERLOAD ALL PLASTIC PIPE PRIOR TO PRESSURE TESTING. • -'H-.J:/~~~:__j -1. ALL THREADED PLASTIC-TO-PLASTIC CONNECTIONS SHALL BE ASSEMBLED USING TEFLON TAPE OR TEFLON PASTE. * -~ '7,,'~ FOR PLASTIC-TO-METAL CONNECTIONS WORK THE METAL CONNECTIONS FIRST. USE A NON-HARDENING PIPE DOPE A.NALL THREA D \. li'f~.,l_~ ,# * PLASTIC-TO-METAL CONNECTIONS, EXCEPT WHERE NOTED OTHERWISE ALL PLASTIC-TO-METAL CONNECTIONS SHALL BE MADE WI ~.-°"' ..,,.~ PLASTIC FEMALE ADAPTERS. "'{~"!!!!-~~"° ALL CONNECTIONS BETWEEN PVC LATERAL LINES SHALL BE MADE USING SCH. 40 PVC FITTINGS WITH COMPRESSION ADAPTERS. ALL 0F CA\.\~ CONNECTIONS BETWEEN DRIPPERLINES TO BE MADE USING COMPRESSION FITTINGS OF MANUFACTURER OF THE DRIPPERLINE. USE NO PIPE DOPE, TEFLON TAPE, PRIMER OR SOLVENT CEMENT ON COMPRESSION FITTINGS. 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-22-23 IRRIGATION SPECIFICATIONS Ll-18 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA II AS BUILT" RCE ___ EXP,----DATE REVIEIJED BY1 INSPECTOR DATE ., 1-----+--+-------------1f----+---+---+---1 I SH~gT 11 CITY OF CARLSBAD I "Iii.I' . PLANNING DIVIS □N . g m p ~L:::;A::::N~DS_,:::C;:;A::;:PE;============: 3176 Lionshead Ave Su ite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 OCEAN VIEW POINT CARLSBAD, CA 92008 APN1 XXX-XXX-XX-XX t---+---t--------------+---+--+---+-----1 I APPROVE~ a/ 0J• 1144 .PLANNING ~ lo {?,t(z:~ DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2023-0005 CDP2022-0014 DRAWING NO. 542-11 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 LOT OPEN PACE A= 6.54AC PR 20-FT UPLAND fi1BITAT BUFFER I RAD/NG SETBACK -------- ... _,_,. __ ..,...,..,......._,....., ........ - --- LOTLINE' / \ /, / / .. •• I .• ,,./. / / . I I I I 3 .6 nw 31 BW • 3gs::8 TF /H =3.0' _.,? / / I // 3153 l I / 309.SfW / 308.6fF H = 6.y" I 3146 n,l ~, 309. 8 B',/1 I 308.6J/F I I H=6~' I 3Q FG / / \ ~"1 /. ( \ / \ ----"\ • .. \ \•• .. ~ ••. "--- UM/T OF Gl D1NG -· • -~ - L D DISTURJi",NCE c£4D NSPACE 16.54 AC ~YP.) \ \ 309.8 FG / ~ \ • 09.8 TOP FSLOPE NOTE: ADDITIONAL ROOT BARRIERS TO BE UTILIZED FOR TREES IN CLOSE PROXIMITY OF SITE UTILITIES \ \ \ \1 L~- X LUI 11 MA~4a__ APN: 208-181-19 -----DV DV DV DV L GRAD/NG/ TURBANCE (TYP.) I I 310.3 FS 310.1 -- / / J:16.SrtR SUITt 309.8 FG 310.3 FS 310.1 FS D/ll/"" ~ 309.5 HP 310.1 FS LOT12 LO 309.8 G 309.811, '---.._,-,--.,------,/ 310.0 FS 309.1 TG 309.0 TG 308.1 JE 309.8 FG --- '-• - ifDROOM / - 309.7 FS 310. Fi DV DV 7d,llf""'e:.&14.6 TW 309.8 BW 308.6 TF H = 60' 309.2 TG 307.85 IE .1:.UR GA,jAG 09.8 FG -310.0 FS 309.5 HP \ 307.65FS 3 7.75 FS s I 307.7 IE -307.6 JE - \'\DSCA .__terson ,.,_, > -' t..J]l 't,irri - o on ~ ~-<-':t'!!(> w-, s_ I s I s I \ cJl II 10 5 0 \0 SCALE 1'•10'-0" 327.2 T 326.7 FS 326.0FS --- MEDIAN WJTH GA TE KEYPAD PER JMPROVEMENT PLAN FOR PLANTING LEGEND - SEE SHEET LP-04 x DWG. l!i534>±.-~.F'L-----------..A ~~~'f, TOP OF t::¢ 20 SLOPE '.,!) Q <' ~ "Pr "'-~· KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 11 AS BUILT" PLANTING PLAN RCE __ _ EXP, ___ _ DATE LP-01 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDIN G PRECISE LOCATION OF PLANTING AREA. REVIE'w'ED BY, INSPECTOR DATE ·~ I SHjiT 11 CITY OF CARLSBAD "If/II.I' 1----+--+---------------+-----t---t---t-----t . PLANNING DIVIS □N g mp ~~~ O CEAN VI E W P OINT 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 CARLSBAD, CA 92008 APN1 XXX-XXX-XX-XX l---t----+-------------t-----t---t---t-----1 I APPROVE~ ,i(l ..... _PLANNING !}_ '"' /,, 12.., DATE DA lE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA lE INITIAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ RVWD BY: PROJECT NO. LPC2023-0005 CDP2022-0014 DRAWING NO. 542-11 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 317 LOT 18 SEE SEPARATE IMPROVEMENT PLAN DWG. ~ Ff!©?. C! F IMPROVEME,trs wrm1r-trw,efn • LOT18 HOA AREA AVENUERO~~o AC[W=3339 NOTE: ADDITIONAL ROOT BARRIERS TO BE UTILIZED FOR TREES IN CLOSE PROXIMITY OF SITE UTILITIES I / SEWERMH PER DWG. 534-6 i - 322.3 TC 321.8 IE \ \ TVV=334,00 \ TW=334.68 . . ---:::=:- •• ------- • ---------------------= ~ 324.7 FS GRADE Gl BREAK (TYP.) ..,., H 32 5 TG 322.3 IE 324 ... • 324.3 TG 323.3 IE 324lffi r LOT01 2.0%. ----- 25.3F \ \ \ \ 325.1 FS d245HP \ I \ I - I I\\ l 11 - \ \ 324.STOP \ \ ~ \ \SLOPE J \ \ T1 \ \ 324.B FG \ \ \ 324.SFG ~ ~\ -m_ \ \ 41!/}r \ \ \ • •. \ ', \ -A- ---------• ·--.---~~G - 3 .6HP 320.3 TG 318.3 IE 321.1 FS \ \ ~% \ 41!,y' • • ----. \ /\ \ 20-T UPLAND HA fl T BUF RI GRADING SETBA LIMIT OF GRADING I LAND DISTURBANCE (TYP.) O.BTW /L-0.BBW 320.1 TF. H=O m LOT OPENSP E A= 16.54 FOR PLANTING LEGEND - SEE SHEET LP-04 '- \ 320.8FG)1 1 = ii F \ 321. FS \ \ \ 320.3FL \ V-', LOT /NE 321. FS LOT02 -- L 320.8 FG 10,42~S.F. (1) "' ':i" 0.23 fAC. 320.8 TW "' 320.8 FG \-IDICA \_tersor, t....J~ YJ,rr1 -on w -, 320.SFG \ \ \ \ ~ - \ --¾7JL \ \ MW ~ / RH m \ \ \ 320.8 FG 5 0 10 ---- SCALE: 1'=10'-0" LP-02 317.8 317.P ? PLANTING PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 11 AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE',,IED BY, INSPECTOR DATE •~,, I SH~ifll CITY OF CARLSBAD ,qf' 1----t--+----------------+----t--t---+--t _ PLANNING DIVIS □N g mp ~~~ OCEAN VIEW POINT 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 CARLSBAD, CA 92008 APN: XXX-XXX-XX-XX I APPROVED ~ i9'.' ... (o /'$, /1.,", t====~~===-:1~==============================t====~====:====~t::.===~ ::;·P;::L;:;:AN;:::N~l;:;:NG::::::==:::;-;::=4'====::::::==~;:::D;:::A=TE:::::::::::= DWN BY: ---PROJECT NO. DRAWING NO. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OlHER APPROVAL CHKD BY:__ LPC2023-0005 542 -11 RVWD BY: CDP2022-0014 DA TE INITIAL CITY APPROVAL GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 I Cl '------~ uJ'i' GRADING; LA~TURBANCE (TYP) / ... / / 2-0,i=-HJPLAND HABITAT BUFFER I GRADING SETBACK Cl 6a 6a "1SED 60 FT FUEL • '• TION I FIRE -TqAcK NOTE: ADDITIONAL ROOT BARRIERS TO BE UTILIZED FOR TREES IN CLOSE PROXIMITY OF SITE UTILITIES 181 181 6a 6a MATCHLINE -S~E S,!-iEET LP-0 1 310. S \ /I 309.5HP I 30~, OF SLOPE I Cl SD ~ --\---1==-.:>U ---== . . . --.. 309.8 FG 309.0TG ~ 308.0 IE §. LOT 11 30;1 ~ ~, 310.3 F LO 1-i-+--. / 290.0 IE OUT / - Q100 = 5.42 CFS (UNMIJ( FF= PAD = ~ -- -· Q100 = 0.14 CFS,IMIT) / / ✓ / / / / 13 / / / / / / / / 309. Cl 289.5 FL /HP 307.7 IE --307.6 IE ~~h 0" \ ~ FOR PLANTING LEGEND - SEE SHEET LP-04 ~-.,j> \\i ~ ~,' r-"c'~rc\ ~ \ // ~ J;.} .. ,::: .·,.:if; ,:·:c.;- .. ~r:1*~~t: . ·:.,;,•<" ."·0:·• .. :,._.> .. • / • .• · · ·,·;:-' •·'/• • ,, ' •/-· • ,, •. .Y ' ' •AO'IC' , .. '>-/:., •.. / ."'.'• •, /"· . ~'"'.. ¾2~~1[j~~'. :t '.F (',b..,,~ 5.0% -,;iiiJ" LO 181 \ <JI~ 308.8 FG \, 1/ L J 1 ~\, 309.1 FS 308.8 FG 1-vi?Xtlr-/ 308.3 TG / 307.551E 1'1lSCA \\er son ¼ "' -' V ..c:: ,.r1 f".-1 -on '"- 'Z-~ x ~ ~ ~ BEG ~::., '~ ~ -\~ 308.2 TG 307.0 IE 10 5 D ~ ~ <o b V ' 30625TC - • 75FULP PVT RD STA \306.4 LP • <S> ~ ::;;,. '--"¥"""3F t,i,, 10 20 SCALE: 1"=1~·0' 30 LP-03 PLANTING PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 II AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEIJED BY• INSPECTOR DATE t:• I SHi~T 11 CITY OF CARLSBAD .._,, 1---l--+---------------t----t--t-----j---j . PLANNING DIVIS □N g m p LANDSCAPE OCEAN VIEW POINT 3176 Lionshead Ave Suite 702 Carlsbad, CA 92010 gmplandatch.com T 858 558 8977 CARLSBAD, CA 92008 APN• XXX-XXX-XX-XX I APPROVE~ al~ 10 /~, h, t====jt===j===============================~====~====!====~~===~ ~·P;:'::L;;;:A;::NN:;:l;::NG:::::==::;-;:==::==::::::::====~~D:::::A=TE:::::::::::=::;; DWN BY: ___ PROJECT NO. DRAWING NO. CHKD BY:__ LPC2023-0005 542 -11 RVWD BY: CDP2022-0014 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OlHER APPROVAL CITY APPROVAL GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 H 8" PVC PUBLIC WATER MAIN PER DWG 534-6 NOTE: ADDITIONAL ROOT BARRIERS TO BE UTILIZED FOR TREES IN CLOSE PROXIMITY OF SITE UTILITIES GROUND COVERS QTY BOTANICAL NAME ~ 44,718 SF BACCHARIS P. 'PIGEON POINT' 172SF BARK MULCH 7,055 SF JUNCAS PATENS 14,598 SF MYOPORUM PARVIFOLIUM 6,484 SF SENECIO MANDRALISCAE 1,500 SF TURF MARATHON II ~ c2 t;:> 306.25 TC ~ OJ15FL!LP " 8~ <S'SE 0 5 " COMMON NAME PIGEON POINT COYOTE BRUSH CALIFORNIA GREY RUSH TRAILING MYOPORUM BLUE CHALK STICKS MARATHON II FLATS@18" O.C. 3" DEPTH LINERS@ 24" O.C. L FLATS@ 18" O.C. L FLATS@12"0.C. L SOD H 6a 24" o,c, 18" o,c. 12" o.c. 8" PVC PUBLIC WATER MAIN PER DWG 534-6 ~ ~ 322.3 TL 321.8 IE 8" PVCf SEWER MAIN DWG 5:J. 6a 306.75 RIM 306.75 FL/IE 303.4 IE OU 07.5 TC 3070 FL $EWERMH ( .OER DWG. 534-6 . ~.::; • . ! ,. * ~If-~ . , .. ·•··•.,~~-~- 316.8 TC 316.3 FL •• 305.0 BW 299.3 TF H = 10.7' -FT MAX EXPOSED PLANT SCHEDULE TREES QTY BOTANICAL NAME 7 ARBUTUS X 'MARINA' 12 CALLISTEMON CITRINUS 36 HETEROMELES ARBUTIFOLIA 6 LAGERSTROEMIA X 'TUSCARORA' 2 OLEA EUROPAEA 'SWAN HILL' 3 QUERCUS AGRIFOLIA 15 SYAGRUS ROMANZOFFIANA SHRUBS QTY BOTANICAL NAME 38 ANIGOZANTHOS X 'AMBER VELVET' 104 ARCTOSTAPHYLOS ED. 'BIG SUR' 107 CEANOTHUS X 'JULIA PHELPS' 139 CISTUS X PURPUREUS 14 DODONAEA V. 'PURPUREA' 107 LEUCOPHYLLUM C. 'THUNDER CLOUD' 20 PRUNUS C, 'BRIGHT 'N TIGHT' RH 49 RHUS INTEGRIFOLIA 4 ROSMARINUS 0. 'TUSCAN BLUE' @) 36 WESTRINGIA FRUTICOSA GRASSY PLANTS QTY BOTANICAL NAME e 33 DIANELLA C. 'CASSA BLUE' ® 52 MUHLENBERGIA CAPILLARIS @; 13 PHORMIUM X 'DUET' SUCCULENTS QTY BOTANICAL NAME @ 148 AEONIUlvl X 'MINT SAUCER' 6J 91 AGAVE ATTENUATA 0 185 ALOE STRIATA I. • ® 73 HESPERALOE PARVIFLORA 10 5 0 10 ,o II SCALE: 1'=10'-0' LP-04 COMMON NAME ARBUTUS STANDARD LEMON BOTTLEBRUSH TOYON TUSCARORA CRAPE MYRTLE SWAN HILL OLIVE COAST LIVE OAK QUEEN PALM COMMON NAME AMBER VELVET KANGAROO PAW MANZANITA JULIA PHELPS WILD LILAC ORCHID ROCKROSE PURPLE LEAFED HOPSEED BUSH THUNDER CLOUD TEXAS SAGE BRIGHT 'N TIGHT CAROLINA LAUREL LEMONADE BERRY TUSCAN BLUE ROSEMARY COAST ROSEMARY COMMON NAME CASSA BLUE FLAX LILY PINK MUHLY NEW ZEALAND FLAX COMMON NAME MINT SAUCER AEONIUM FOXTAIL AGAVE CORAL ALOE RED YUCCA PLANTING PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA ~ WUCOLS 24"BOX L 24" BOX L 24" BOX L 24"BOX M 24"BOX L 24"BOX VL 24" BOX M SIZE WUCOLS 5 GAL M 5GAL L 5GAL L 1 GAL L 5GAL l 5GAL L 15GAL M 5GAL VL 5GAL L 5GAL l SIZE WUCOLS 5GAL M 5GAL M 5GAL M SIZE WUCOLS 5 GAL L 5GAL L 5GAL L 5 GAL VL KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 "AS BUIL T 11 RCE __ _ EXP,----DATE REV!Ew'ED BY• INSPECTOR DATE ~~ l----+--+------------+---+--+-----11-----I I SH;~T 11 gmp CITY OF CARLSBAD PLANNING DIVIS □N 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION LANDSCAPE OCEAN VIEW POINT ----- CARLSBAD, CA 92008 APN, XXX-XXX-XX-XX APPROVED~ t1( ~• , , 1° b,, lt2 PLANNING DATE DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC2023-0005 542-11 RVWD BY: CDP2022,-0014 GMP JOB NO: 21-058 PLOT DA TE: October 4, 2023 I SEWER MH E"534-6 I NOTE: ADDITIONAL ROOT BARRIERS TO BE UTILIZED FOR TREES IN CLOSE PROXIMITY OF SITE UTILITIES /~ \ 313.25 MATCHLINE -SEE SHEET LP-02 / J---/ -/4-c-. --- 317.5 317.BFG / 317.1F$ I 317.5 FS / • * =;;/;,~ ~ LOT03 1---GRADE If AK (TYP.) I 17.5FSt . .3F 0 \ . FS 316 G 315.6 FS 316.8 F 316.5 FS 320.8 TW 317.7 BW 316.8 TF H=4.0" 318.1 FS 2.0% l(BFG ,~ 317.8 FG "I I 318.1 F ~ T --. ~ ·--o - -.1 -- 31 lz; = " is 3 7.3 FS - - L 4 ~!"=i~~17.5 = 316.8 - - LOT04 I 316. G L 317.8 FG 317.1 FL 317.8 TOP OF SLOPE ------_:___ ...:I 3 .BFG 317.8 317.8 317.1 H=0 7' .BTW 17.98W 316.BTf'l'I H=4.GlaJ SC RH m 20-1 8UF1 SETBf FOR PLANTING LEGEND - SEE SHEET LP-04 --- 31. FG 316.8 FG 311.1 FS ll'ff----;;2 0% ,----, \ I I 316.3 HP TV 316.1FL 1J,76 S.F. @?OAG. I J 317~ ,.___ / 316.BJ TOE OF SLOPE / 11 • l8I 5 0 6a 10 20 ---- SCALE: 1'•10'-0' m LIM OF GRADING I LAN /STURBANCE (TYP) LP-05 PLANTING PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. KEY MAP 1st SUBfvllTTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 11 AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE\\IED BY, INSPECTOR DATE \'\DSCAp .. ~ I SH3E5ET II CITY OF CARLSBAD ., 1--+-+------- - ------i---r-,-r-i . PLANNING DIVIS □N gmp ~~~ O C EAN VI EW PO INT \terson ,,.c: v,rn -"" '" - o o n ......J-, W--f 3176 Uonshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 CARLSBAD, CA 92008 APNr XXX-XXX-XX-XX 1-----+--+-------------t---t---r---r----i I APPROVED A ,4(). < C, _PLANNING DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION O1HER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: ---CHKD BY: __ RVWD BY: PROJECT NO. LPC2023'-0005 CDP2022-0014 10/~1/t3 DATE DRAWING NO. 542 -11 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 \ .. V NOTE: ADDITIONAL ROOT BARRIERS TO BE UTILIZED FOR TREES IN CLOSE PROXIMITY OF SITE UTILITIES ./ / .'/ ,' . . . . I .I I ~ / ~ ~- ~ ~ ~ ~ r ~ ~ ~ ~ ' • ~ I ~ o ~"" -,;· I I • '{?, "' SD ~ I I 20% I I = ~ 2 I~ 1i Ii I§ I I I 20% - 0 SCA p tersor, ':';,c"' 0 (> w -, I -- -------~~-- \/ \ FOR PLANTING LEGEND- SEE SHEET LP-04 ,.2,:~-:------ \,, <? ,,.(:) 1 ~,,. .~\~ ' ~j \.)~' \Y I ' ~~~ • c~ 10 20 ---- SCALE: 1'•10'·0' LP-06 PLANTING PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 "AS BUILT" RCE __ _ EXP,----DATE REVIE\,'ED BY• INSPECTOR DATE ., I s~~r,1 CITY OF CARLSBAD 'llfllf' 1---+---+----------------+---i-----t----r------i . PLANNING DIVISDN g mp ~~~ OCEAN VIEW POINT 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 CARLSBAD, CA 92008 APN1 XXX-XXX-XX-XX 1----+---+-------------+----+---+---+---1 I APPROVED .A-11: ~ _PLANNING DA TE INITIAL ENGINEER Of' WORK REVISION DESCRIPTION DATE INlllAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2023-0005 CDP2022-0014 1obt12, DATE DRAWING NO. 542 -11 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 & 0.: -.J ,_ flt ii flt Q (./) 0) I MATCHL NE -SEE +-+-- SHEET LP-04 :/ ~-t . -I-++--w _ w-w ---+--1- 95 s : I , I m . I I I I I I I P OPOSED 6ofr FUEL • MOD/FICA Tlf)N I FIRE , TECT/ONISETBACK ; I I i r f / / LOT07 308 312.3 FS 312.1 FS (297.8 EG 310A5 FS 312.0 FS 311.8 FG 312~ 311.5 HP 311.BTOE Of SLOPE \ ~\ 1111'\-=1,--\t I \ ·-.~ ,,__ ---\ 312.3 FS ~311.0TG 31005 IE 311.8 FG 6a / 6a \ 6a 6.2' s-isS 311.8 FG \ LIMIT OF GR DING I LAND DIST BANCE (TYP.) \ \ LOT06 / I I_____.- ~ 314.3 FS ,;, 14.3F 314.1 FS 313.5 HP \ . \ -------' _____.-313.8 TOE FOR PLANTING LEGEND - SEE SHEET LP-04 - - - - -OFSLOPE ,....,,.... ~ 313.SFG ....._ ...... .......... Cl IO 5 0 ...... Cl ........... / ..... 10 20 SCALE: 1"•1U-O' 30 LP-07 NOTE: ADDITIONAL ROOT BARRIERS TO BE UTILIZED FOR TREES IN CLOSE PROXIMITY OF SITE UTILITIES PLANTING PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA KEY M 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 11 AS BUILT" RCE __ _ EXP,---DATE REVIEVED BY , INSPECTOR DATE ~~ I SH~~T 11 CITY OF CARLSBAD """''' 1----1---+--------------+---+----1----l----l . PLANNING DIVIS □N g mp ~~~ OCEAN VIEW POINT 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 CARLSBAD, CA 92008 APN• XXX-XXX-XX-XX l---+-----ji---------------1-----1------1------1---1 I APPROVED~ dq .. •· ; 1----1---+--------------+---+----1----l----1 PLA DATE DA TE INl11AL ENGINEER OF WORK REVISION DESCRIPTION DA TE IN111AL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC2023-0005 542-11 RVWD BY: CDP2022-0014 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 ~<v I 0 ::,. --... s 311.8 /-0 FOR PLANTING LEGEND ~ SEE SHEET LP-04 ~<v:st \ I ,,,_V~~~ V ,f /' 1 ~ ~~ e:;V:-d.0' / ~ ~A ~y • 8- '---SEWERMH -w MATCHLINE -SEE SHEET LP-OS ;i=,i,*.i3fi ',. I • I 7•_ □JD __ \~ - · ·--o --•.. -- PER DWO. 534-6 \/\I-- PLANTING NOTES ·-1-.),t___t;:17,_ . ·-x*,,1· ¼' -..L. ·;,, . '<"I 1. ALL SHRUB AND GROUNDCOVER AREAS (EXCLUDING LAWNS AND SLOPES OVER 3:1 SHALL BE TOP DRESSED WITH A MINIMUM OF 3" DEPTH OF 1 ½" MINUS SHREDDED BARK MULCH (FOREST FINES BY AGRISERVICE, INC., CONTACT (760) 295-6255) TO RETAIN SOIL MOISTURE. CONTRACTOR SHALL PROVIDE SAMPLE FOR LANDSCAPE ARCHITECTS APPROVAL 2. CONTRACTOR SHALL COLLECT AND SUBMIT SOIL SAMPLES FROM A MINIMUM OF (4) AREAS TO THE 'SOIL AND PLANT LABORATORY', 'WALLACE LABORATORIES' OR APPROVED SELECTION BY THE CITY. THE TESTS SHALL BE RUN FOR NUTRIENTS, CHEMISTRY AND TEXTURE. THE REPORT SHALL PROVIDE RECOMMENDED AMENDMENTS FOR: 'SURFACE SOIL PREPARATION FOR GROUNDCOVER AND MASS PLANTING', 'TREE AND SHRUB PLANTING GUIDELINES' AND 'MAINTENANCE FERTILIZATION •. THE CONTRACTOR SHALL PROVIDE A COPY OF THE REPORT TO THE LANDSCAPE ARCHITECT PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL AND IS EXPECTED TO FOLLOW ALL RECOMMENDATIONS STATED IN THE REPORT. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: a)ORGANIC MATTER CONTENT b)N,P, K c)PH d)EC e)SOIL TEXTURE (SILT, CLAY, SAND) f) RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS 3. ALL TREES WITHIN 5' OF ANY OF PUBLIC SIDEWALKS, CURBS, OR OTHER PUBLIC HARDSCAPE FEATURES SHALL RECEIVE 10' OF 24" DEEP ROOT BARRIER UNLESS OTHERWISE INDICATED. NOTE: ADDITIONAL ROOT BARRIERS TO BE UTILIZED FOR TREES IN CLOSE PROXIMITY OF SITE UTILITIES \I ' J:1\ 1.fc iii~{} t <;}:1<',t· \ L ,~~, 'T."-~ 1})f ~ ~ ~ ?'~ ~ ' 2., . , -r--- ~\; ~~- =-= =.. '-----~ 315. HG ~ \ 313.3 IE ,. 1H ·se 316.:/'l"O 316.0 HP. 16.3 F, I! 316.BFS L!! /P \ ."?\ \~';:!fli.lE:__111~--, &if \\ j~ \\ LOT O 5 "~!l'".-,"-·fv~,,J( .QRADE ✓1 '\! .. .?.o* ----.:;;_ \ \ ) 316.3 FG ' ' /. c>~J>> . . . ;_;. c.:-----I ' ... -..:------...... ·;..---I ------y-' 316.3 TO . ----7··········~ II"' --~----• • • I .....•• . ~~, ~-. ~r1 ·1/;· I / \ . <c,$§ \ • JI' '-... \ · .?.o, I , I B~~ '\·. . --~. :'., 3160H~..._..._ '\.~. __ _ t>M-.,_>l, ''.~-•. \ ~ ..__ _.. 'T,,-"""'· . ;'J; , """'-=:,,. . ,~ . • ,._ l'ff -..._ /, / ...... \ . . \ -.::::::/ ,,___ ---.:!, • -....,'-... \·· . I / • / / ----- ~ m m ~ ;..---• ----- ;..--- ;..------;..---;..--- LIMIT OF GRADING I IANDDIS~ (TYP.) m ----- ·-- -------·· --- -· .---.---...-:-:-~ ~-:-:-. • • \ \ . " ••.. • •.. \ -..] ........ \ • •.. \ / ~ ~~ I / / \ ~ ~/' <o 'o ~ \ . \~ • \ / .•. / '1l.3FG RH 316.3 TOP OF SLOPE . . . 31'k TG --::. .. · \ L . --. -----215.4 FL \ / 3125'(fi ·/\ / \ \ . // \ / \: • .. \ / ~ • \ / ---~✓/ \ • •. \ // \ \ " \ / \ \/ \ ·/ \ \ /··. \ \ \ ✓>< \ \ • ._310J,Ec, '/ \ \ \\ \ •• .. \ \ \ \ \ \ \ \ \ .\ ·\ \ ·\_ • •• "' \ '\ •• ·" ~ er>.\.~ ,,. ' ,. LOTLINE II 10 5 0 ~ 10 I 20 I 30 ! SCALE: 1"•1 0·-o• LP-08 PLANTING PLAN APPROVED FOR IRRIGATION AND PLANTING Qt:ill INCLUDING PRECISE LOCATION OF PLANTING AREA KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 II AS BUILT" RCE __ _ EXP,----DATE REVIE\.IED BY, INSPECTOR DATE f' PLANNING DIVIS □N Ail.~1 I I I I I I IISH~~Tl[ CITY OF CARLSBAD gmp I I I I I I I I gN~s~A1 N v1Ew POINT 3176 Lionshead Ave Suite 102 Carlsbad, CA 92010 gmplandarch.eom T 858 558 8977 CARLSBAD, CA 92008 APN1 XXX-XXX-XX-XX I APPROVED A_. i9 I .... . toh,, /z.1, PLANNING DATE DWN BY: PROJECT NO. DRAWING NO, OAlE INITIAL OAlE INITIAL DATE INITIAL CHKD BY: LPC2023-0005 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL aTY APPROVAL RVWD BY: CDP2022-0014 542-11 GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 PLANTING NOTES 1, THE PLANTING PLAN IS DIAGRAMMATIC, ALL PLANT LOCATIONS ARE APPROXIMATE PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED, 2. 3, 4, 5, A QUANTITIES SHOWN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY, B, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN, LANDSCAPE CONTRACTOR SHALL APPLY AN ORGANIC CONTACT HERBICIDE, WHERE WEEDS ARE PRESENT"' PER MANUFACTURERS SPECIFICATIONS A MINIMUM OF TEN (10} DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEEDS ~HALL BE ALLOWED TO COMPLETELY DIE BACK, INCLUDING THE ROOTS BEFORE PROCEEDING WITH WORK AS AN ALTERNATIVE WEEDS MAY ALSO BE REMOVED MANUALLY FROM THE ROOTS, LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS REPORT FROM AN AUTHORIZED TESTING AGENCY TO THE LANDSCAPE ARCHITECT BEFORE BEGINNING WORK THE SOIL TEST SHALL SPECIFY ORGANIC FERTILIZERS, PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE THOROUGHLY SOAKED, ALL AREAS TO BE PLANTED WHICH HAVE A SLOPE OF LESS THAN 10%, SHALL BE CROSS-RIPPED TO A DEPTH OF SIX (6") INCHES AND THE FOLLOWING AMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN PER 1,000 SQUARE FEET (QUANTITIES SUBJECT TO CHANGE PER SOIL ANALYSIS): A. 3 CUBIC YARDS NITROGEN FORTIFIED REDWOOD SHAVINGS B, 150LBS. GRO-POWER 5-3-1 (OR APPROVED EQUAL) ORGANIC FERTILIZER 6. EACH PLANT SHALL RECEIVE "GRO-POWER" (OR APPROVED EQUAL) PLANT TABLETS AS FOLLOWS: A ROOTED CUTTING/4" POT 8, 1 GAL CONTAINER C. 5 GAL CONTAINER D, 15 GAL CONTAINER E, 24" BOX TREE F, 36" & LARGER BOX TREE (1) 7 GRAM (2-3) 7 GRAM (6-9) 7 GRAM (12-15) 7 GRAM (14-16) 7 GRAM (18-20) 7 GRAM 7, PLANT BACK FILL SHALL BE 50% SITE SOIL, AND 50% NITROGEN FORTIFIED REDWOOD SHAVINGS BY VOLUME THE CONTRACTOR SHALL NOT USE SOILS THAT MAY BE HARMFUL TO PLANT MATERIAL, 8, PLANT PITS SHALL BE TWICE THE SIZE OF THE DESIGNATED NURSERY CONTAINER 9, PLANT MATERIAL SHALL NOT BE ROOT BOUND, FIVE GALLON PLANTS AND LARGER SHALL HAVE BEEN GROWN IN CONTAINERS FORA MINIMUM OF 6 MONTHS AND A MAXIMUM OF TWO YEARS, 10, PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES AND PESTS, 11. STAKE ALL TREES PER STANDARD DETAIL 12, REMOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJACENT FENCES WITH GALV, NAILS AND GREEN NURSERY TAPE ORAS SHOWN IN DETAILS, 13, REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK, MAINTAIN SIDE GROWTH ON ALL TREES, 14, PLANTS SHALL NOT BE PLACED WITHIN TWELVE (12") INCHES OF SPRINKLER HEADS, 15. SHRUBS SHOWN IN PLANT AREAS SHALL BE UNDER-PLANTED WITH GROUNDCOVER SHOWN BY ADJACENT SYMBOL, TO WITHIN 12" OF MAIN PLANT STEM. 16. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 2% DRAINAGE AWAY FROM ALL BUILDINGS, STRUCTURES, AND WALLS, FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER 17. FINISHED GRADES SHALL BE ONE /1) INCH BELOW THE TOP OF CURBS.,, SILLS, AND WALKWAYS IN ALL AREAS, WHERE SOD IS LAID NEXT TO THESE IMPROVEMENTS-FINISH GRADE BEFORE LAYING SOD SHALL BE 1-1/2" tiELOW THE TOP, 18, THE LANDSCAPE CONTRACTOR SHALL LEAVE SITE IN A CLEAN CONDITION, REMOVING ALL UNUSED MATERIAL, TRASH, AND TOOLS, 19. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF SIXTY (60) DAYS AFTER COMPLETION, ALL AREAS SHALL BE KEPT CLEAN, WATERED, AND WEED FREE. 20. AT COMPLETION OF ALL WORK OUTLINED IN THESE PLANS, THE LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A WALK THROUGH TO DETERMINE THAT ALL ASPECTS OF WORK ARE COMPLETED, WORK MUST BE FULLY COMPLETED ACCORDING TO ALL PLANS AND SPECIFICATIONS AND MUST BE COMPLETED IN A GOOD WORKMANSHIP MANNER AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD, 21. THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOWING SCOPE OF WORK: A DAILY WATERING OF ALL PLANT MATERIAL B. WEEKLY MOWING OF ALL TURF AREAS, C. WEEDING AND REMOVAL OF ALL WEEDS FROM GROUND COVER AREAS, D, REPLACEMENT OF ANY DEAD, DYING, OR DAMAGED TREES, SHRUBS, OR GROUND COVERS. E. FILLING AND REPLANTING OF ANY LOW AREAS WHICH MAY CAUSE STANDING WATER F, ADJUSTING OF SPRINKLER HEAD HEIGHT AND WATERING SYSTEM, G. FILLING AND RECOMPACTION OF ERODED AREAS. H, WEEKLY REMOVAL OF ALL TRASH, LITTER, CLIPPINGS, AND ALL FOREIGN DEBRIS, L AT 120 DAYS AFTER PLANTING AND PRIOR TO THE END OF THE MAINTENANCE PERIOD, GRO-POWER/GROW-POWER PLUS (OR APPROVED EQUAL) SHALL BE APPLIED AT THE RATE OF 25 LBS, PER 1,000 SQUARE FEET TO PLANTING AREAS, J. AT 60 DAYS GRO-POWER HIGH NITROGEN 18-3-7 (OR APPROVED EQUAL) SHALL BE APPLIED AT THE RATE OF 25 LBS, PER 1000 SQUARE FEET TO TURF AREAS. 22, PRIOR TO END OF MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A FINAL WALK THROUGH, OWNER MUST ACCEPT ALL MAINTAINED AREAS IN WRITING PRIOR TO END OF MAINTENANCE PERIOD, 23, ALL GROUND COVERS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF SIXTY (60) DAYS AFTER THE COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL SHRUBS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF NINETY (90} DAYS AFTER COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL TREES SHALL BE GUARANTEED BY THE CONTRACTO'R ro LIVE AND GROW IN AN ACCEPTABLE UPRIGHT POSITION FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND FINAL ACCEPTANCE. 24, THE CONTRACTOR, WITHIN FIFTEEN (15} DAYS OF WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS, WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS AS INDICATED OR SPECIFIED ON THE ORIGINAL PLANS, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR THE ORIGINAL MATERIAL GUARANTEE 25, ALL BACKFLOW PREVENTION UNITS SHALL BE IN A VANDAL PROOF CAGE AND CONCRETE PADS AND WILL BE SCREENED WITH PLANTING (3' WIDE) ON ALL SIDES, 26, ALL MECHANICAL EQUIPMENT AND UTILITIES SHALL BE SCREENED BY PLANTING, ALLOW EIGHT 5-GALLON SHRUBS PER UTILITY TO BE PLACED DURING PLANT INSTALLATION AS NEEDED TO PROVIDE REQUIRED SCREENING. 27, ALL TREES PLANTED WITHIN 5' FROM ANY HARDSCAPE PAVEMENT, OR CURBS SHALL RECEIVE A UB24-2 'DEEP ROOT' TREE ROOT BARRIER INSTALLED IN A 10' LINEAR APPLICATION, OR AS SHOWN ON PLANTING PLAN, ROOT BARRIER SHALL NOT ENCIRCLE THE ROOT BALL SEE ROOT BARRIER DETAIL ' Ii: i;lj I ~ l ,: il nmc =ffi-' ~j /@fi I -'-ffi~1lf-~, -:11J:-' , •-1 1 t;-;-J 1 1 11 1 .. u Ir '-------- 2xROOTBALL DIAMETER ~ ROOTBALL CROWN 1" ABOVE FINISHED GRADE FINISHED GRADE ~FINISHED GRADE AT SLOPE ;')BACKFILL MIX, SEE NOTES AND SPECIFICATIONS ©PLANT TABLETS, SEE NOTES AND SPECIFICATIONS FOR QUANTITY 0FINISH SURFACE OF PAVED AREA 04• HIGH WATERING BASIN (IF REQUIRED) 03'-4" LAYER OF 2"-MINUS SHREDDED ORGANIC BARK MULCH NOTE: WHERE TREES ARE PLANTED IN TURF AREAS, CONTRACTOR SHALL REMOVE TURF A MIN, OF 12" DIA, AT THE BASE OF THE TREE. INSTALL AN ARBOR GUARD AT THE BASE OF THE TRUNK. NOTE: WHERE ON SLOPES, THE FRONT AND REAR OF PLANTING PITS SHALL BE GRADED TO A MAXIMUM 1:1 SLOPE, EROSION CONTROL FABRIC SHALL BE INSTALLED ON THESE SLOPES TO CONTROL EROSION WHILE PLANTS ESTABLISH. PLAN ~ PREPARED SOIL FINISHED GRADE CONCRETE CURB OR HARDSCAPE IMPROVEMENT AS INDICATED ONPLAN 0coNCRETE MOW STRIP OR HARDSCAPEIMPROVEMENTAS INDICATED ON PLAN ~ PLANT PER PLANT FULL O,C, PER PLANT LEGEND ½ x O,C, SPACING PER PLANT LEGEND AT EDGE OF PLANTING AREA ©PLANTING TABLET, SEE NOTES AND SPECIFICATIONS FOR QUANTITY 03"-4" LAYER OF 2"-MINUS SHREDDED ORGANIC BARK MULCH >< <t'. ::E ts, \) {N 0 0 (A) 0 0TREETRUNK 0sEE TREE AND SHRUB PLANTING DETAIL FOR ADDITIONAL REQUIREMENTS ©VINYL TREE TIE (4 REQUIRED) 012) 2" DIA x 10' LODGE POLE PINE Si AKES, TIE TREE TRUNK 6" ABOVE BENDING MOMENT OF TREE. TIE ---0 SHOULD PROVIDE FLEXIBILITY OF TRUNK, BUT NOT ALLOW RUBB ING OF TRUNK AGAINST STAKE. CUT STAKES -0 OFF 6" ABOVE TIES, ©FINISHED GRADE 04• HIGH WATERING BASIN (IF 2 } REQUIRED) 11J1 -----..... ~ ~. : ,~""--12 ---=lli !I 01NSTALL ARBOR GUARD AT THE BASE OF TREE IF IN LAWN AREA 0 PLANT TABLET, SEE NOTES AND SPECIFICATIONS FOR QUANTITY -, ".-Jl(~llt-111~ _,, 'ill' "ffi" , : '/, ==1 Ti'ill - -II I I I ill I : < • lli~ llffill 11, W----'ill ill ,, ,, 1=':::ll.l-9 11 i:= '11~111,llL,TI TtM I~~ 1 z ',je ~ . -m--, __ -, ,,I ,i,,1I ._______ PLAN SECTION SECTION A TREE AND SHRUB PLANTING SCALE: 1/2" = 1'·0" -~·,,, ,-::-:::'I-;,:_ '> :::=:-'<J 1.if!ii_~·I->-, \ \ ', , 1/, :-z!,',:S '/' ~ ~~~~~~ ~~J!'Y,~~~\ '~i~~~~~))>,Y ~ ~~~YV' OF TREE SECTION S' 5' ~ '~· ,. • .. ,~ PLAN D SCALE: 1 /2' = 1 '-0' ROOT BARRI ER P-210580C>PIA01 0coNCRETE SIDE WALK OR HARDSCAP IMPROVEMENT AS INDICATED ON PLAN 0DEEPROOT #UB24-2 (OR APPROVED EQUAL) INSTALL IN 10' LENGTHS, TYP. ~ SUBGRADE PLANTS PER PLAN CONCRETE CURB OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN NOTE: ALL TREES WITH 5' OF ANY WALK, CURB, DRIVE, BUILDING, UTILITY OR HARDSCAPE ELEMENT SHALL RECEIVE 10' OF ROOT BARRIER UNLESS OTHERWISE INDICATED ON THE PLANS,, CONTRACTOR MUST SUBMIT SPECIFICATION FOR EQUAL TO LANDSCAPE ARCHITECT AND CLIENT FOR APPROVAL PRIOR TO PURCHAING MATERIALS P-2105800-PLA-04 E ,, ~ I· ~ ' ~ ~ OF Cl\.~~ GROUNDCOVER PLANTING SCALE: 114' = 1'-0" -l -1 n II II II II :~ a~I I -1 I! Ii Ii II '.!TTtl.l 1- 1 L!TTTI I ITT-, ' ,·,,1.J..!..!_:171~1 2xROOTBALL DIAMETER VINE PLANTING SCALE: 112" = 1'·0' P-2105800-PLA-03 0vlNE ATTACHED TO TRELLIS W/ VINYL PLANT TIES 2 NURSERY STAKES TO BE REMOVED 3 BUILDING SURFACE 4 CROWN -1' ABOVE FINISH GRADE 5 4" HIGH WATERING BASIN (IF REQUIRED) 6 PLANT TABLETS 7 FINISH GRADE B BACKFILL MIX (SEE SPECIFICATIONS) 9 UNDISTURBED NATIVE SOIL NOTE: AL TERNA TE METHOD OF A TT ACHMENT,1 VINE SHALL BE ATTACHED TO SURFACE OF FREESTANDING MASONRY WALLS WI CLEAR EPOXY VINE TIES, DO NOT ATTACH VINES TO BUILDING VINES W/ NURSERY ESPALIER STAKE TO BE MOVED OUT OF ROOTBALL AND INSTALLED 6" FROM BUILDING TOP OF WATERING BASING TO BE lvllN, 6' BELOW FINISHED FLOOR OF BUILDING P-2105800-PLA-05 C TREE DOUBLE STAKING SCALE: 112" = 1'-0" 2 > -11 P-2105800-PLA-02 ©FRONDS -TIE WITH SINGLE STRAND OF ORGANIC MATERIAL, UNTIE AT END OF MAINTENANCE PERIOD 0PALM TRUNK -SEE SPECIFICATIONS FOR SKINNING 3 4" HIGH WATERING BASIN IF REQUIRED 4 BACKFILL MIX-100% WASHED SAND 5 UNDISTURBED NATIVE SOIL 6 FINISH GRADE AT SLOPE 7 FINISH GRADE 8 PLANT TABLETS (SEE SPECIFICATIONS) 9 ROOTBALL ~,-----'-" "- .fil .~ 4" ROUND BLACK GRATE BY NDS \ \ ~"" \ ·{0 g+, JU;-;-, , "-'- " ~ w:-r< "----- z: ~ "' 12"DIA-u ~i -0 11 4" PERFORATED DRAIN PIPE WRAPPED W/ DRAIN SOCK @¾" CRUSHED ROCK WRAPPED WITH FILTER FABRIC PALM TREE PLANTING SCALE: 318' = 1 '-0' PLANTING DETAILS & NOTES LP-09 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. P-2105800-PLA-06 -- KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 11 AS BUILT 11 RCE __ _ EXP,----DATE REVIE\JED BY, INSPECTOR DATE ·~ I I I I I I I 11 SHj~Tl CITY OF CARLSBAD "lflf' PLANNING DIVIS □N gmp I I I I I I I I ~N8SfA1N vrEw POINT 3176 Lionshead Ave Su ite 102 Carlsbad, CA 92010 gmplandarch.com T 858 558 8977 . -·--·-·-- CARLSBAD, CA 92008 APN• XXX-XXX-XX-XX 1 APPROVED A.. l}:/<iJ.. ' I :====:====:==============================::====:====:====:====: PLANNING ~ D~ofltftl DA TE I INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY:__ LPC2023-0005 542 11 RVWD BY: _____ CDP2022-0014 - DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL GMP JOB NO: 21-058 PLOT DATE: October 4, 2023 PLANTING SPECIFICATIONS LANDSCAPING PART I -GENERAL 1.1 RELATED DOCUMENTS SECTION: 12 SUMMARY A. THIS SECTION INCLUDES THE FOLLOWING: 1. TREES. 2. SHRUBS. 3. VINES. 4. PLANTS/GROUNDCOVERS. 5. SOIL AMENDMENTS. 6. FERTILIZERS AND MULCHES. 7. STAKES. 8. LANDSCAPE EDGINGS. 1.3 SUBMITTALS A. GENERAL: SUBMIT EACH ITEM IN THIS ARTICLE ACCORDING TO THE CONDITIONS OF THE CONTRACT. B. PRODUCT CERTIFICATES SIGNED BY MANUFACTURERS CERTIFYING THAT THEIR PRODUCTS COMPLY WITH SPECIFIED REQUIREMENTS. 1. MANUFACTURER'S CERTIFIED ANALYSIS FOR STANDARD PRODUCTS. 2. ANALYSIS FOR OTHER MATERIALS BY A RECOGNIZED LABORATORY MADE ACCORDING TO METHODS ESTABLISHED BY THE ASSOCIATION OF OFFICIAL ANALYTICAL CHEMISTS, WHERE APPLICABLE 3. LABEL DATA SUBSTANTIATING THAT PLANTS, TREES, SHRUBS, AND PLANTING MATERIALS COMPLY WITH SPECIFIED REQUIREMENTS. C. MATERIAL TEST REPORTS FROM QUALIFIED INDEPENDENT TESTING AGENCY INDICATING AND INTERPRETING TEST RESULTS RELATIVE TO COMPLIANCE OF THE FOLLOWING MATERIALS WITH REQUIREMENTS INDICATED 1. ANALYSIS OF EXISTING SURFACE SOIL. 2. ANALYSIS OF IMPORTED TOPSOIL D. PLANTING SCHEDULE INDICATING ANTICIPATED DATES AND LOCATIONS FOR EACH TYPE OF PLANTING. 1.4 QUALITY ASSURANCE A. INSTALLER QUALIFICATIONS: ENGAGE AN EXPERIENCED INSTALLER WHO HAS COMPLETED LANDSCAPING WORK SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL LANDSCAPE ESTABLISHMENT. 1. INSTALLER'S FIELD SUPERVISION: REQUIRE INSTALLER TO MAINTAIN AN EXPERIENCED FULL-TIME SUPERVISOR ON THE PROJECT SITE DURING TIMES THAT LANDSCAPING IS IN PROGRESS. B. PROVIDE QUALITY, SIZE, GENUS, SPECIES, AND VARIETY OF TREESbSHRUBSAND OTHER PLANT MATERIALS INDICATED, COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI 260.1 "AMERICAN STAN ARD FOR NURSERY STOCK." C. PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE NOTIFYING LANDSCAPE ARCHITECT, ALLOW 48 HOURS NOTICE. 1.5 DELIVERY, STORAGE, AND HANDLING A. PACKAGED MATERIALS: DELIVER PACKAGED MATERIALS IN CONTAINERS SHOWING WEIGHT1,ANALYSIS, AND NAME OF MANUFACTURER. PROTECT MATERIALS FROM DETERIORATION DURING DELIVERING AND WMILE STORED AT SITE. B. TREES AND SHRUBS: DO NOT PRUNE TREES AND SHRUBS BEFORE DELIVERY, EXCEPT AS APPROVED BY LANDSCAPE ARCHITECT. PROTECT BARK, BRANCHE~ AND ROOT SYSTEMS FROM SUN SCALD, DRYING, SWEATING, WHIPPING, AND OTHER HANDLING AND TYING DAMAGE. DO NOT BcND OR BIND-TIE TREES OR SHRUBS IN SUCH A MANNER AS TO DESTROY NATURAL SHAPE. PROVIDE PROTECTIVE COVERING DURING DELIVERY. DO NOT DROP TREES AND SHRUBS DURING DELIVERY. C. DELIVER TREES SHRUBS, VINES, GROUND COVERS AND OTHER PLANT MATERIAL AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED ANb INSTALL IMMEDIATELY. IF PLANTING IS DELAYED AFTER DELIVERY, SET PLANTING MATERIALS IN SHADE, PROTECT FROM WEATHER AND MECHANICAL DAMAGE AND KEEP ROOTS MOIST. 1. DO NOT REMOVE CONTAINER-GROWN STOCk FROM CONTAINERS BEFORE TIME OF PLANTING. 2. WATER ROOT SYSTEMS OF TREES, SHRUBS AND VIN ES AND OTHER PLANT MATERIALS STORED ON SITE WITH A FINE-MIST SPRAY. WATER AS OFTEN AS NECESSARY TO MAINTAIN ROOT SYSTEMS IN A MOIST CONDITION. 1.6 PROJECT CONDITIONS A. UTILITIES: DETERMINE LOCATION OF ABOVE GRADE AND UNDERGROUND UTILITIES AND PERFORM WORK IN A MANNER WHICH WILL AVOID DAMAGE. HAND EXCAVATE, AS REQUIRED. MAINTAIN GRADE STAKES UNTIL REMOVAL IS MUTUALLY AGREED UPON BY PARTIES CONCERNED. B. EXCAVATION: WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFY LANDSCAPE ARCHITECT BEFORE PLANTING. 1.7.. COORDINATION AND SCHEDULING A. COORDINATE INSTALLATION OF PLANTING MATERIALS DURING NORMAL PLANTING SEASONS FOR EACH TYPE OF PLANT MATERIAL REQUIRED. 1.8 WARRANTY A. GENERAL WARRANTY: THE SPECIAL WARRANTY SPECIFIED IN THIS ARTICLE SHALL NOT DEPRIVE THE OWNER OF OTHER RIGHTS THE OWNER MAY HAVE UNDER OTHER PROVISIONS OF THE CONTRACT DOCUMENTS AND SHALL BE IN ADDITION TO. AND RUN CONCURRENT WITH, OTHER WARRANTIES MADE BY THE CONTRACTOR UNDER REQUIREMENTS OF THE CONTRACT DOCUMENTS. 8. SPECIAL WARRANTY: WARRANT THE FOLLOWING LIVING PLANTING MATERIALS FOR A PERIOD OF ONE YEAR FOR TREES AND 90 DAYS FOR SHRUBS GROUNDCOVERAND PLANTS. AFTER DATE OF SUBSTANTIAL COMPLETION, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANC~ NEGLECT, OR ABUSE BY OWNER,_ABNORMAL WEATHER CONDITIONS UNUSUAL FOR WARRANTY PERIOD, OR INCIDENTS THAT ARE BcYOND CONTRACTOR'S CuNTROL. C. REMOVE AND REPLACE DEAD PLANTING MATERIALS IMMEDIATELY UNLESS REQUIRED TO PLANT IN THE SUCCEEDING PLANTING SEASON. D. REPLACE PLANTING MATERIALS THAT ARE MORE THAT 25 PERCENT DEAD OR IN AN UNHEALTHY CONDITION AT END OF WARRANTY PERIOD. 1.9 TREE, SHRUB AND VINE MAINTENANCE A. MAINTAIN TREES~SHRUBS AND VINES BY PRUNING1,CULTIVATING, WATERINGA WEEDING, FERTILIZING, RESTORING PLANTING SAUCERS TIGHkNING AND REPAIRING STAKES AND RESETTING TO PROPEK GRADES OR VERTICAL POSITION AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. RESTORE OR REPLACE DAMAGED TREE WRAPPINGS. MAINTAIN TREES AND SHRUBS FOR THE FOLLOWING PERIOD: 1. MAINTENANCE PERIOD: 3 MONTHS FOLLOWING SUBSTANTIAL COMPLETION. PART 2 • PRODUCTS 2.1 TREE, SHRUB AND VINE MATERIAL A GENERAL: FURNISH NURSERY-GROWN TREES AND SHRUBS CONFORMING TO ANSI 260.1, WITH HEALTHY ROOT SYSTEMS DEVELOPED BY TRANSPLANTING OR ROOT PRUNING. PROVIDE WELL-SHAPED, FULLY-BRANCHED, HEALTHY VIGOROUS STOCK FREE OF DISEASE, INSECTS. EGGS, LARVAE, AND DEFEATS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. B. GRADE: PROVIDE TREES AND SHRUBS OF SIZES AND GRADES CONFORMING TO ANSI 260.1 FOR TYPE OF TREES AND SHRUBS REQUIRED. TREES AND SHRUBS OF A LARGER SIZE MAY BE USED IF ACCEPTABLE TO ARCHITECT, WITH A PROPORTIONATE INCREASE IN SIZE OF ROOTS OR BALLS. C. LABEL AT LEAST 1 TREE AND 1 SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAME. 2.2 SHADE AND FLOWERING TREES A. SHADE TREES: SINGLE-STEM TREES WITH STRAIGHT TRUNK, WELL-BALANCED CROWN, AND INTACT LEADER, OF SIZE INDICATED, CONFORMING TO ANSI 260.1 FOR TYPE OF TREES REQUIRED. 1. BRANCHING HEIGHT: 1/2 OF TREE HEIGHT. B. SMALL TREES: SMALL UPRIGHT OR SPREADING TYPE, BRANCHED OR PRUNED NATURALLY ACCORDING TO SPECIES AND TYPE, AND WITH RELATIONSHIP OF CALIPE~1 HEIGHTA AND BRANCHING RECOMMENDED BY ANSI 260.1, AND STEM FORM AS FOLLOWS: 1. FORM: MULTISTEM, CLUMP, WITM 2 OR MuRE MAIN STEMS. C. CONTAINER-GROWN TREES WILL MEET ANSI Z60.1 LIMITATIONS FOR CONTAINER STOCK. 2.3 BROADLEAF EVERGREENS A. FORM AND SIZE: NORMAL-QUALITY, WELL-BALANCED, BROADLEAF EVERGREENS, OF TYPE, HEIGHT, SPREAD, AND SHAPE REQUIRED, CONFORMING TO ANSI 260.1. 2.4 PLANTS/GROUNDCOVERS A SEED: PROVIDE FRESH. CLEAN, NEW-CROP SEED COMPLYING WITH TOLERANCE FOR PURITY AND GERMINATION ESTABLISHED BY OFFICIAL SEED ANALYSTS OF NORTH AMERICA. PROVIDE SEED MIXTURE COMPOSED OF SEED SPECIES, PROPORTIONS AND MIN IMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS SPECIFIED IN THE "SCHEDULE OF SEED MIXTURES" INDICATED ON PLANS. B. PROVIDE GROUND COVER PLANTS ESTABLISHED AND WELL ROOTED IN FLAT REMOVABLE CONTAINERS AND WITH NOT LESS THAN THE MINIMUM NUMBER AND LENGTH OF RUNNERS REQUIRED BY ANSI 260.1 FOR THE POT SIZE SHOWN OR LISTED. 2.5 TURF A. THE SOD SHALL CONSIST OF LIVE, GROWING. MATURE GRASS AS SPECIFIED ON THE PLANTING LEGEND OBTAINED FROM A LOCAL REPUTABLE SOD FARM. THE SOD SHALL BE CUT FROM THE FIELD WITH A MINIMUM OF ONE-HALF INCH OF SOIL THAT COMPLETELY COVERS THE ROOTS OF THE SOD. THE SOD SHALL HAVE A HEALTHY, VIRILE ROOT SYSTEM OF DENSE, THICKLY MATTED ROOTS THROUGHOUT. B. THE SOD SHALL ARRIVE VIGOROUS AND HAVE A LUSH APPEARANCE, UNIFORM TEXTURE AND DARK-GREEN COLOR THROUGHOUT WITH NO DEAD OR DRY EDGES. C. THE SOD SHALL BE SUFFICIENTLY DENSE TO BEAR HANDLING AND PLACEMENT WITHOUT TEAR ING. D. THE SOD SHALL BE FREE OF DISEASE AND HARMFUL INSECTS, OBNOXIOUS WEEDS OR OTHER GRASSES AND SHALL NOT CONTAIN ANY OTHER MATTER DELETERIOUS TO ITS GROWTH OR WHICH MIGHT AFFECT ITS SUBSISTENCE OR HARDINESS WHEN TRANSPLANTED. 2.5 SOIL AMENDMENTS A. LIME: ASTM C 602, CLASS T, AGRICULTURAL LIMESTONE CONTAINING A MINIMUM 80 PERCENT CALCIUM CARBONATE EQUIVALENT, WITH A MINIMUM 99 PERCENT PASSING A NO. 8 (2.36 MM) SLEEVE AND A MINIMUM 75 PERCENT PASSING A NO. 60 (250 MICROMETER) SLEEVE. 1. PROVIDE LIME IN THE FORM OF DOLOMITIC LIMESTONE. B. ALUMINUM SULFATE: COMMERCIAL GRADE, UNADULTERATED. C. SAND: CLEAN, WASHED, NATURAL OR MANUFACTURED SAND, FREE OF TOXIC MATERIALS. D. PERLITE: HORTICULTURAL PERLITE, SOIL AMENDMENT GRADE. E. PEAT HUMUS: FINELY DIVIDED OR GRANULAR TEXTURE, WITH A PH RANGE OF 6 TO 7.5, COMPOSED OF PARTIALLY DECOMPOSED MOSS PEAT (OTHER THAN SPHAGNUM), PEAT HUMUS, OR REED-SEDGE PEAT. F. PEAT HUMUS: FOR ACID-TOLERANT TREES AND SHRUBS, PROVIDE MOSS PEAT, WITH A PH RANGE OF 3.2 TO 4,5, COARSE FIBROUS TEXTURE, MEDIUM-DIVIDED SPHAGNUM MOSS PEAT OR REED-SEDGE PEAT. G. SAWDUST OR GROUND-BARK HUMUS DECOMPOSED, NITROGEN-TREATED, OF UNIFORM TEXTURE, FREE OF CHIPS, STONES, STICKS SOIL OR TOXIC MATERIALS. 1. WHEN SITE TREATED, MIX WITH AT LEAST0.15 LB (2.4 KG) OF AMMONIUM NITRATE OR 0.25 LB (4 KG) OF AMMONIUM SULFATE PER CU. FT. (CU. M) OF LOOSE SAWDUST OR GROUND BARK. H. MANURE: WELL-ROTTED UNLEACHED STABLE OR CATTLE MANURE CONTAINING NOT MORE THAN 25 PERCENT BY VOLUME OF STRAW, SAWDUST. OR OTHER BEDDING MATERIALS; FREE OF TOXIC SUBSTANCES, STONES, STICKS, SOIL, WELL SEED, AND MATERIAL HARMFUL TO PLANT GROWTH. I. HERBICIDES: EPA REGISTERED AND APPROVED, OF TYPE RECOMMENDED BY MANUFACTURER. J. WATER: AS PROVIDED BY LOCAL WATER PURVEYOR. 2.6 FERTI LIZER A BONEMEAL: COMMERCIAL, RAW, FINELY GROUND: MINIMUM OF 4 PERCENT NITROGEN AND 20 PERCENT PHOSPHORIC ACID. B. SUPERPHOSPHATE: COMMERCIAL, PHOSPHATE MIXTURE, SOLUBLE: MINIMUM OF 20 PERCENT AVAILABLE PHOSPHORIC ACID. C. COMMERCIAL FERTILIZER: COMMERCIAL-GRADE COMPLETE FERTILIZER OF NEUTRAL CHARACTER, CONSISTING OF FAST-AND SLOW-RELEASE NITROGEN, 50 PERCENT DERIVED FROM NATURAL ORGANIC SOURCES OR UREA-FORM, PHOSPHOROUS, AND POTASSIUM IN THE FOLLOWING COMPOSITION: 1. COMPOSITION: 1 LB PER 1000 SQ. FT. (0.5 KG PER 100 SQ M) OF ACTUAL NITROGEN, 4 PERCENT PHOSPHOROUS, AND 2 PERCENT POTASSIUM BY WEIGHT. 2. COMPOSITION: NITROGEN, PHOSPHOROUS, AND POTASSIUM IN AMOUNTS RECOMMENDED IN SOIL REPORTS FROM A QUALIFIED SOIL-TESTING AGENCY. D. SLOW-RELEASE FERTILIZER: GRANULAR FERTILIZER CONSISTING OF 50 PERCENT WATER-INSOLUBLE NITROGEN, PHOSPHOROUS, AND POTASSIUM IN THE FOLLOWING COMPOSITION 1. COMPOSITION: 5 PERCENT NITROGEN, 10 PERCENT PHOSPHOROUS AND 5 PERCENT POTASSIUM BY WEIGHT. 2. COMPOSITION: 20 PERCENT NITROGEN, 10 PERCENT PHOSPHOROUS, AND 10 PERCENT POTASSIUM BY WEIGHT. 3. COMPOSITION: NITROGEN, PHOSPHOROUS, AND POTASSIUM IN AMOUNTS RECOMMENDED IN SOIL REPORTS FROM A QUALIFIED SOIL-TESTING AGENCY. 4. 'AGRIFORM' /OR EQUAL\ PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED, LONG-LASTING AND SLOW-RELEASE. WEIGHTS OF 5, 10, AND 21 GRAMS LISTED IN THE GUARANTEED ANALYSIS. 2.7 MULCHES A. ORGANIC MULCH: ORGANIC MUCH, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS,pONSISTING OF ONE OF THE FOLLOWING: 1. TYPE: Gt<OUND OR SHREDDED BARK. B. PEAT MULCH: PROVIDE PEAT MOSS IN NATURAL, SHREDDED, OR GRANULATED FORM, OF FINE TEXTURE, WITH A PH RANGE OF 4 TO 6 AND A WATER-ABSOBING CAPACITY OF 1100 TO 2000 PERCENT. C. FIBER MULCH: BIODEGRADABLE DYED-WOOD CELLULOSE-FIBER MULCH._ NONTOXICbFREE OF PLANT GROWTH-OR GERMINATION-INHIBITORS, WITH MAXIMUM MOISTURE CONTENT OF 15 PcRCENT AN A PH RANGE OF 4.5 TO 6.5. 0. INSTALL 3" DEPTH OF MULCH IN ALL NON-TURF PLANTING AREAS LESS STEEP THAN 3:1. 2.8 MISCELLANEOUS LANDSCAPE MATERIALS A. STAKES 1. UPRIGHT STAKES: ROUGH-SAWN, SOUND, NEW HARDWOOD, REDWOOD;.OR PRESSURE-PRESERVATIVE-TREATED SOFTWOOD, FREE OF KNOTS HOLES CROSS GRAIN, AND OTHER DEFECTS 2 INCHES DIAMcTER BY LENGTH INDICATED POINTED AT ONE END. 2. HOSE CHA\:ING GLJARD: REINFORCED RUBBER OR PLASTIC HOSE AT LEAST 1/2 INCH (13 MM) IN DIAMETER, BLACK, CUT TO LENGTHS REQUIRED TO PROTECT TREE TRUNKS DAMAGE. B. HERBICIDES AND INSECTICIDES 1. ALL JOB SITE PESTICIDE APPLICATION SHALL BE MADE BY PERSONNEL CAPABLE OF IDENTIFYING THE PEST SPECIES TO BE CONTROLLED, KNOWLEDGEABLE OF CONTROL TECHNIQUES AND ABLE TO APPLY PESTICIDES AT PRESCRIBED DOSAGES AND RATES OF APPLICATION, AS REQUIRED TO ACHIEVE THE REQUIRED CONTROL UNDER THE JOB SITE CONDITIONS, WITHOUT DANGER TO PEOPLE, PETS, OR OTHER NON-TARGET AN IMALS OR VEGETATION . C. ROOT BARRIER 1. ROOT BARRIERS ARE TO BE USED ON ALLTREES WITHIN 5' OF ANY CURB WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT UTILITY VAULT OR LIGHT FIXTURE. USE DEEP ROOT LB-24-2 INTERLOCKING LINEAR BARRIER OF LENGTH AND DEPTH AS INDICATEb ON THE DRAWINGS. D, ARBOR GUARD 1. INSTALL TREE TRUNK PROTECTOR FOR ALL TREES INSTALLED IN LAWN AREAS. TRUNK PROTECTOR SHALL ENCIRCLE ENTIRE BASE OF TREE TRUNK TO A HEIGHT OF 9" ABOVE FINISH GRADE. TRUNK PROTECTOR SHALL BE MADE OF A HARD PLASTIC MATERIAL TO PREVENT DAMAGE FROM WEED WHIPPERS AND LAWN MOWERS, PROTECTORS SHALL HAVE HOLES TO ALLOW THE TREE TRUNK TO BREATHE AND PREVENT MOLD. E. TREE TIES 1. TREE TIES SHALL BE MADE OF BLACK VINYL MATERIAL WHICH AND SHALL CONFORM TO ASTM-D-412 STANDARDS FOR TENSILE AND ELONGATION STRENGTH. TIES ARE TO BE SECURED TO TREE STAKE USING A GALVANIZED NAIL. PART 3 -EXECUTION 3.1 EXAMINATION A. EXAMINE AREAS TO RECEIVE LANDSCAPING FOR COMPLIANCE WITH REQUIREMENTS AND FOR CONDITIONS AFFECTING PERFORMANCE OF WORK OF THIS SECTION. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.2 WEED ABATEMENT A. UPON THE COMPLETION OF THE IRRIGATION SYSTEM AND AFTER ALL EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA. PERFORM THE FOLLOWING WEED ABATEMENT PROGRAM. WATER ALL AREAS FOUR /41 TIMES DAILY FOR TWENTY-ONEf21\ CONSECUTIVE DAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR 'rHREE (31 DAYS. APPLY A NON-SELEG IVE HERBICIDE (ROUND-UP) PER MANUFACTURER'S RECOMMENDATIONS TO ERADICATE THE GERMINATED WEEDS. ALLOW HERBICIDE TO KILL ALL WEEDS. RAKE OR HOE OFF ALL DEAD WEEDS TOA DEPTH OF 1/4 INCH BELOW THE SURFACE OF THE SOIL. IF PERENNIAL WEEDS OR GRASSES STILL EXIST, REWATER FOUR /4) TIMES DAILY FOR FOURTEEN (14\ CONSECUTIVE DAYS UNTIL NEW GROWTH APPEARS. REAPPLY A HERBICIDE WITH A DYE INDICATOR. REMOVE WEEDS AFTER HERBICIDE HAS HAD SUFFICIENT TIME TO KILL. 3.3 PREPARATION A. LAY OUT INDIVIDUAL TREE AND SHRUB LOCATIONS AND AREAS FOR MULTIPLE PLANTINGS. STAKE LOCATIONS, OUTLINE AREAS._ AND SECURE ARCHITECTS ACCEPTANCE BEFORE THE START OF PLANTING WORK. MAKE MINOR ADJUSTMENTS AS MAY BE REQUIRcD. 3.4 PLANTING SOIL PREPARATION A. MIX SOIL AMENDMENTS AND FERTILIZERS WITH SITE SOIL AT RATES INDICATED. DELAY MIXING FERTILIZER IF PLANTING DOES NOT FOLLOW PLACING OF PLANTING SOIL WITHIN A FEW DAYS. AMENDMENTS WILL BE MODIFIED FROM THOSE NOTED BASED ON SOILS REPORTS PERFORMED BY CONTRACTOR MIN. (3). B. FOR TREE PIT OR TRENCH BACKFILL, MIX PLANTING SOIL BEFORE BACKFILLING AND STOCKPILE AT SITE. C. FOR PLANTING BEDS, MIX PLANTING SOIL EITHER PRIOR TO PLANTING OR APPLY ON SURFACE OF TOPSOIL AND MIX THOROUGHLY BEFORE PLANTING. D. PLANT BACKFILL SHALL BE PER SOIL TEST PERFORMED BY A SOIL TESTING LABORATORY PRE-APPROVED BY THE CITY OF CARLSBAD. THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING a. ORGANIC MATTER CONTENT b. N, P, K c. PH d. EC e. SOIL TEXTURE /SILT SLAY, SANDI f. RECOMMENDATIONS FOR AMENDMENTS, LEACHING AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF CARLSBAD. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. PRODUCTS SPECIFIED BY PRODUCT NAME BY THE SOIL LAB. IN THE RECOMMENDATIONS MAY BE SUBSTITUTED WITH 'OR EQUAL' PRODUCTS APPROVED BY THE CITY OF CARLSBAD. 3.5 GROUND COVER AND PLANTING BED PREPARATION A. LOOSEN SUBGRADE OF PLANTING BED AREAS TO A MINIMUM DEPTH OF 6 INCHES /150 MM\. REMOVE STONES LARGER THAN 1-1/2 INCHES 938 MM) IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATERIALS. B. SPREAD PLANTING SOIL MIXTURE TO DEPTH REQUIRED TO MEET THICKNESS, GRADES, AND ELEVATIONS SHOWN AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. PLACE SOIL MIXTURE IN TWO (2) LIFTS AND INSURE PROPER COMPACTION OF PLANTING BEDS. C. EACH PLANT SHALL RECEIVE ONE (1) 5 GRAM 'AGRIFORM' (OR EQUAL) PLANT TABLET. 3.6 EXCAVATION FOR TREES AND SHRUBS A. PITS AND TRENCHES: EXCAVATE WITH VERTICAL SIDES AND WITH BOTTOM OF EXCAVATION SLIGHTLY RAISED AT CENTER TO ASSIST DRAINAGE. LOOSEN HARD SUBSOIL IN BOTTOM OF EXCAVATION 1. CONTAINER-GROWN TREES AND SHRUBS: EXCAVATE TO TWICE CONTAINER WIDTH, AND TO DEPTH OF ROOTBALL IN CONTAINER. 1. EXCAVATION AND PLANTING OF TREES SHALL BE COMPLETED PRIOR TO INSTALLATION OF DRAIN LINE B, OBSTRUCTIONS: NOTIFY LANDSCAPE ARCHITECT IF UNEXPECTED ROCK OR OBSTRUCTIONS DETRIMENTAL TO TREES OR SHRUBS ARE ENCOUNTERED IN EXCAVATIONS. 1. HARDPAN LAYER: DRILL 6-INCH-\150 MM-) DIAMETER HOLES INTO FREE-DRAINING STRATA OR TO A DEPTH OF 10 FEET (3M), WHICHEVER IS LESS, AND BACKF LL WITH FREE-DRAINING MATERIAL. C. DRAINAGE: NOTIFY LANDSCAPE ARCHITECT IF SUBSOIL CONDITIONS EVIDENCE UNEXPECTED WATER SEEPAGE OR RETENTION IN TREE OR SHRUB PITS. D. FILL EXCAVATIONS WITH WATER AND ALLOW TO PERCOLATE OUT, BEFORE PLACING SETTING LAYER AND POSITIONING TREES AND SHRUBS. 3.7 PLANTING TREES, SHRUBS AND VINES A. SET CONTAINER-GROWN STOCK PLUMB AND IN CENTER OF PIT OR TRENCH WITH TOP OF BALL LEVEL TO ADJACENT FINISH GRADES AS INDICATED. 1. CAREFULLY REMOVE CONTAINERS SO AS NOT TO DAMAGE ROOT BALLS. 2. PLACE BACKFILL AROUND BALL IN LAYERStTAMPING TO SETTLE BACKFILL AND ELIMINATE VOIDS AND AIR POCKETS. WHEN PIT IS APPROXIMATELY 112 BACKFILLED, WATER HOROUGHLY BEFORE PLACING REMAINDER OF BACKFILL REPEAT WATERING UNTIL NO MORE IS ABSORBED. WATER AGAIN AFTER PLACING AND TAMPING FINAL LAYER OF BACKFILL 8. DISH AND TAMP TOP OF BACKFILL TO FORM A 3-INCH-(75-MM-) HIGH MOUND AROUND THE RIM OF THE PIT. DO NOT COVER TOP OF ROOT BALL WITH BACKFILL 3.8 TREE, SHRUB AND VINE PRUNING A. PRUNE, THIN._AND SHAPE TREES AND SHRUBS ACCORDING TO STANDARD HORTICULTURAL PRACTICE. PRUNE TREES TO RETAIN REQUIRED Ht:IGHT AND SPREAD. UNLESS OTHERWISE DIRECTED BY ARCHITECT, DO NOT CUT TREE LEADERS: REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOWERING TREES. PRUNE SHRUBS TO RETAIN NATURAL CHARACTER. SHRUB SIZES INDICATED ARE SIZE AFTER PRUNING. VINES ARE TO BE ALLOWED TO SPREAD/CLIMB AND SHOULD NOT BE PRUNED BACK HEAVILY. 3.9 TREE AND SHRUB STAKING A. UPRIGHT STAKING AND TYING: STAKE TREES/SHRUBS OF 15 GALLON AND LARGER SIZE AS NECESSARY. USE A MINIMUM OF 2 STAKES FOR TREES AND 1 STAKE FOR SHRUBS OF LENGTH REQUIRED TO PENETRATE AT LEAST 24 INCHES BELOW BOTTOM OF BACKFILLED EXCAVATION AND TO EXTEND AT LEAST 72 INCHES ABOVE GRADE. SET VERTICAL STAKES AND SPACE TO AVOID PENETRATING BALLS OR ROOT MASSES. SUPPORT TREES/SHRUBS WITH 2 TREE TIES AT CONTACT POINTS WITH TRUNK. STAKING AND TYING OF TREE/SHRUB IS NOT INTENDED TO IMMOBILIZE IT. INSTALL TO ALLOW SLACK IN TIES, AVOIDING RIGID RESTRAINT OF TREE/SHRUB. STAKES SHALL BE TALL ENOUGH TO SUPPORT ANY PORTION OF THE TREE/SHRUB THAT IS NOT SELF SUPPORTING. 3.10 VINE TYING A. STANDARD NURSERY STAKE SHALL BE REMOVED FROM ALL VINES AND THE VINES SHALL BE TRAINED AND FASTENED TO THE WALLS/FENCES AS DIRECTED BY THE LANDSCAPE ARCHITECT. B. USE STANDARD GREEN PLANT TIE TAPE TO TIE TRAIN VINE TO TRELLIS OR FENCE C. PLANT ANCHOR KITS MAY BE USED ON MASONRY SURFACES. KIT SHALL CONSIST OF ANCHOR CAP, GLUE AND PLANT TIE. 3.11 PLANTING PLANTS A. SPACE PLANTS AS INDICATED ON DRAWINGS. B. DIG HOLES LARGE ENOUGH TO ALLOW SPREADING OF ROOTS, AND BACKFILL WITH PLANTING SOIL. WORK SOIL AROUND ROOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER INDENTATION AROUND PLANTS TO HOLD WATER. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER PLANT CROWNS WITH WET SOIL 3.12 TURF INSTALLATION A. SOIL PREPARATION 1. PRIOR TO PLANTING SOD, REMOVE ALL ROCKS AND DEBRIS, ERADICATE AND PHYSICALLY REMOVE ALL VEGETATION AND WEEDS, DEAD OR ALIVE FROM THE SITE. 2. ROTOTILL OR SPADE THE AREA TO A DEPTH OF 4 TO 6 INCHES. ELIMINATE DRAINAGE PROBLEMS BY HAVING SOIL SLOPE AWAY FROM FOUNDATIONS ETC. 3. INCORPORATE ORGANIC MATTER /HUMUS, REDWOOD, SAND, ETC.), GYPSUM, LIME AND FERTILIZER AS RECOMMENDED BY AN APPROVED SOILS REPORT TO A DEPTH OF 3 TO 4 INCHES. IN THE DESERT SOUTHWEST, INCORPORATE SOIL AMENDMENTS INTO THE TOP 2 TO 4 INCHES OF THE SOIL PROFILE. 4. RAKE AND SMOOTH THE SOIL,REMOVING ROCKS, ROOTS, AND LARGE CLODS. ROLL THE AREA LIGHTLY WITH A LAWN ROLLER 1/3 FULL OF WATER, LEAVING THt: GRADE 1 INCH BELOW FIN ISH GRADE. 5. WATER THE PREPARED AREA TO A DEPTH OF 6 INCHES TO SETTLE SOIL AND PROVIDE A MOIST BASE FOR TURF. B. SODDING 1. PRIOR TO PLANTING THE IRRIGATION SYSTEM SHALL BE TESTED AND FULLY FUNCTIONAL. 2. SOD SHALL BE HARVESTED WITHIN 24 HOURS PRIOR TO DELIVERY AND PLANTED WITHIN THREE DAYS AFTER HARVEST. 3. INSTALL SOD IMMEDIATELY UPON DELIVERY. IN HOT WEATHER, PROTECT UNLAID SOD BY PLACING STACKS IN SHADE, COVERING WITH MOIST BURLAP SACKING AND SPRINKLING. 4. BEGIN INSTALLING SOD ALONG THE LONGEST STRAIGHT LINE, SUCH AS A DRIVEWAY OR SIDEWALK. BUTT AND PUSH EDGES AND ENDS AGAINST EACH OTHER TIGHTLY, WITHOUT STRETCHING. AVOID GAPS OR OVERLAPS. STAGGER THE JOINTS IN EACH ROW IN A BRICK-LIKE FASHION, USING A LARGE SHARP KNIFE TO TRIM CORNERS, ETC. AVOID LEAVING SMALL STRIPS AT OUTER EDGES AS THEY WILL NOT RET,;IN MOISTURE. ON SLOPES, LAY THE TURF PIECES HORIZONTALLY ACROSS THE SLOPE. ON 2:1 SLOPES OR GREATER._STAKE SOD TO HOLD IN PLACE WITH 1/2" X 1" X 12" PEGS AT TWO-FOOT SPACINGS. TO AVOID CAUSING INDENTATIONS OR AIR POCKc T~1 AVOID WALKING OR KNEELING ON THE TURF WHILE IT IS BEING INSTALLED OR JUST AFTER WATERING. DO NOT LAY WHOLE LAWN BEFORE WATERING. WHEN A CONVENIENTLY LARGE AREA HAS BEEN SODDED, WATER LIGHTLY TO PREVENT DRYING. 5. AFTER INSTALLING THE TURF, ROLL THE ENTIRE AREA TO IMPROVE TURF-TO-SOIL CONTACT AND REMOVE AIR POCKETS. 6. BEGIN WATERING WITHIN 30 MINUTES OF INSTALLATION. 3.13 MULCHING A. MULCH BACKFILLED SURFACES OF PIT!j, TRENCHES, PLANTED AREAShAND OTHER AREAS INDICATED. 3" LAYER SHALL BE INSTALLED IN SHRUB AREA WITH GRADc LESS THAN 3:1. SUBMIT SAMeLE TO CITY INSPECTOR FOR APPROVAL 3.14 CLEANUP AND PROTECTION A. DURING LANDSCAPING, KEEP PAVEMENTS CLEAN AND WORK AREA IN AN ORDERLY CONDITION. B. PROTECT LANDSCAPING FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TRADES, AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT. REPAIR, OR REPLACE DAMAGED LANDSCAPE WORK AS DIRECTED. 3.15 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. DISPOSAL: REMOVE SURPLUS SOIL AND WASTE MATERIAL, INCLUDING EXCESS SUBSOIL, UNSUITABLE SOIL, TRASH, AND DEBRIS, AND LEGALLY DISPOSE OF IT OFF THE OWNER'S PROPERTY. END OF SECTION . ,... ~OSCA,o-, ' c:;>' ' ~\\ :::; i'f.'· SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: a. STANDARD 1 -COVER CROP/AND EROSION CONTROL MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE SUFF ICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. THE TYPE OF EROSION CONTROL MATTING SHALL BE AS APPROVED BY THE CITY AND AFFIXED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. ON SLOPES 3 FEET OR LESS IN VERTICAL HEIGHT WHERE ADJACENT TO PUBLIC WALKS OR STREETS: WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15, EROSION CONTROL MATTING SHALL BE REQUIRED. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR EROSION CONTROL MATTING MAY BE USED. ON SLOPES GREATER THAN 3 FEET IN HEIGHT, EROSION CONTROL MATTING SHALL BE REQUIRED AND A COVER CROP SHALL NOT BE USED, UNLESS OTHERWISE APPROVED BY THE CITY. b. STANDARD #2-GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS /PLANTED FROM A MINIMUM SIZE OF FLA TIED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). c. STANDARD #3 • LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). d. STANDARD #4-TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) SHALL BE INSTALLED AT A MINIMUM RATE OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6:1 OR STEEPER AND: a. 3' OR LESS IN VERTICAL HEIGHT AND ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MINIMUM STANDARD #1 (COVER CROP OR EROSION CONTROL MATTING). b. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARD #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. c. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARD #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3, AND #4 AREAS GRADED FLATTER THAN 6:1 REQUIRE A COVER CROP PER STANDARD #1 WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: a. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. c. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. ALL EXISTING PLANTING AND/OR IRRIGATION DESIGNATED TO REMAIN ON SITE SHALL BE PROTECTED IN PLACE. ANY EXISTING PLANTING OR IRRIGATION DAMAGED DURING THE COURSE OF THE PROJECT SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY ANO PER LANDSCAPE MANUAL REQUIREMENTS FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. THE APPLICATION OF ORGAN IC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. PLANTING DETAILS & NOTES ~ - , -- ' ~ KEY MAP 1st SUBMITTAL: 03-07-23 2ND SUBMITTAL: 07-20-23 3RD SUBMITTAL: 08-23-23 4TH SUBMITTAL: 09-14-23 5TH SUBMITTAL: 10-04-23 "AS BUILT" 1 RCE __ _ EXP,----DATE I • ~ ~~i~~;.. . I ;;~ I '"EITII CITY OF CARLSBAD C, C,.\. 40 "'"'"'° mV>S □' - I ff) LP-10 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVIE\-IED BY• INSPECTOR DATE \-t,.11\lSCApr <o ,,erso0 "1,p '-,'<, ~~ 'Is '+ .as,. 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