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RP 16-12; ARMY AND NAVY ACADEMY STUDENT; Planning Commission
I ! 11 0 /, 0 0 7 .·,·~--· . . ,' -,, -. \ t 1;_ I 'f' I' l / 1 /, !,:· . : i . : I,.-' / f I i ! j J i ' I I I I ! I: I / . ( .... h.· (, .,' !l 1, , / .· /' ' I j -i I j }'--, i j 1 )/ I 1/ Of _j , . I /! I t J {J; . \ . . . ---~~g{~~~~""'2..~'>,~~~~ ~7777'77;~,,,,.,,,.,.,,;,,~,,, .,,;,· .. ,,;,,.,,,,~ EXISTING ACCESS GATE EXISTING MEMORIAL EXISTING ATHLETIC FIELD \ \ \ \ 0 20' lml"'I SC.ALE, I" = 40' \ 40' .. ------------~-~-------------- ~ ·. ! so· I·--- \ . I • , I -. \ I . . l. ___ . ···. . \~ \ ·0, GENERAL NOTES: 1. REFER TO LANDSCAPE AND CIVIL DOCUMENTS FOR SUPPLEMENTAL PROJECT INFORMATION 2. REFER TO CIVIL DRAWINGS FOR ALL GRADING, TOP/BTM OF WALL ELEVATIONS AND DRAINAGE INFORMATION. 3. REFER TO CIVIL DRAWINGS FOR STREETS AND UTILITIES INFORMATION. 4. REFER TO CIVIL DRAWINGS FOR WATER AND SEWER FACILITIES. PARKING REQUIREMENTS: THIS PROJECT REQUIRES NO ADDITIONAL EMPLOYEES TO BE HIRED. THIS BUILDING IS INTENDED TO SERVICE THE EXISTING STAFF & CADETS AND ITS DEVELOPMENT WILL NOT INCREASE THE NUMBER OF CADETS OR STAFF. THEREFOR NO ADDITIONAL PARKING IS REQUIRED AT THIS TIME. INCLUDING THE 63 PARKING SPACES WE ADDED DURING THE DEVELOPMENT OF THE ATHLETIC COMPLEX, WE CAN SEE A TOTAL NUMBER OF PARKING SPACES TO BE UNCHANGED AT 137. AREAS: 1ST FLOOR ENTRY LOBBY: EXHBIT SPACE: ELEV/MECH: BATH: STORAGE: EGRESS STAIR: TOTAL 1ST: 2ND FLOOR 377 SF 4,408 SF 113 SF 293SF 171 SF 178 SF 2,540 SF MEZZANINE: 466 SF MEETING AREA: 1,027 SF ELEVATOR: 38 SF OFFICE: 304 SF STORAGE 161 SF EGRESS STAIR: 178 SF BALCONY 480 SF TOTAL 2ND: 2,174 SF TOTAL BLDG. AREA: 4,714 SF (not including balcony) ~~~~~~~~~~~~~~ LOT COVERAGE: BUILDING FOOTPRINT: STUDENT ENRICHEMENT CENTER: PRESS BOX (EXISTING): ATHLETIC FACILITY (EXISTING): TOTAL AREA: LOT AREA: BUILDING COVERAGE: BUILDING FOOTPRINT EXISTING: BUILDING FOOTPRINT PROPOSED: 2,540 SF 1,701 SF 10,802 SF 15,043 SF 4.71 ACRES 7.33 % v!?JZJ - CITY OF CARLSBAD PLANNING COMMISSION Case Name: Alb"''! ~ l'-.l"vy f-1:c~pf:tfu/ -~.J~"T ~~-=~ !:!!li..s"; LJ_N"Ti:S: Case No.: R--Y 11;.-1!::l C.17~ l&-2.& 1·A// ,1.. Exhibit No.: -'"f n Date: 1--/ 1,;, /1 z , GENERAL INFO.: PROJECT No. : RP 16-12 / CDP 16-28 P~OJECT TEAM OWNER: . -----~NDSCAPE: -. - ARMY AND NAVY ACADEMY , KOBATAASSOCIATES INC. CIVIL: 'vi 2605 CARLSBAD BLVD. ! 11688 SOUTH STREET, 201 CARLSBAD, CA. 92008 ARTESIA, CALIFORNIA 90701 (760) 547-5233 PH. (562) 860-1021 (760) 729-2852 FAX KOBATMSSOC@VERIZON.NET I ARCHITECT: TOAL ENGINEERING, INC. 139 AVENIDA NAVARRO SAN CLEMENTE, CA. 92672 (949) 492-8586 PH. I DODGE DESIGN GROUP I 2159 INDIA STREET I SAN DIEGO, CA 92101 l (619) 930-9830 PH. www.dodgedesigngroup.com (949) 498-8625 FAX ------------- S!TE ADDRESS 2605 CARLSBAD BLVD. CARLSBAD, CA 92008 APN 203-054-33 LEGAL DESCRIPTION PARCEL 1, PARCEL MAP No. 21046 DESCRIPTION: PROJECT CONSISTS OF A NEW 2-STORY WOOD FRAMED FACILITY THAT INCLUDES A STUDENT ENRICHMENT CENTER w1rH OFFICES AND ACCESSORY AREAS FOR A PRIVATE SCHOOL. LAND USE: ZONING: YA~D SETBACKS: SliEAREA: VILLAGE REVIEW ZONE, DISTRICT 9 FRONT 5'-20' SIDE 5'-10' REAR 5'-15' 4.71 ACRES BDt:SWPK: PER APPROVED MASTER PLAN DISTRICT: CARLSBAD CONSTRUCTION TYPE: TYPE V-B, OCCUP1:iNCIES: ASS EMBLY W/OUT FIXED SEATING, B OFFICE NUMBER OF STORIES: 2 \ "-"> -·\--. -_ \\ ... PAGli---lG OCEAN • ' N . . E s DRAWING INDEX A1.1 OVERALL SITE PLAN CIVIL: TP-01 TOPOGRAPHIC SURVEY TP-02 TOPOGRAPHIC SURVEY C-1 PRELIMINARY GRADING PLAN C-2 PRELIMINARY GRADING PLAN CE-1 PERVIOUS/IMPERVIOUS AREA ARCHITECTURAL: A1.2 ENLARGED SITE PLAN A2.1 MAIN LEVEL FLOOR PLAN A2,2 UPPER LEVEL FLOOR PLAN A2.3 ROOF PLAN A4.1 EXTERIOR ELEVATIONS A4.2 EXTERIOR ELEVATIONS L1.0 L2.0 L3.0 L4.0 LANDSCAPE: DEMOLITION PLAN IRRIGATION PLAN PLANTING PLAN DETAILS IRRIGATION L4.1 L5.0 L6.0 L7.0 DETAILS IRRIGATION LANDSCAPE CONCEPT PLAN WATER CONSERVATION PLAN WATER USE PLAN REVISIONS: DODGEDESIGNGROUP.COM 2159 INDIA ST, SUITE 200, SAN DIEGO, CA 92101 (619) 930-9830 SCALE: DATE: OB/24/2016 SITE PLAN OVERALL A 1.1 2 3 4 5 -6 ""· .'4 N 0 ' c... I- A EASEMENT FOR UTILITY PURPOSE:S PER ZSB/2J 1 O.R. I I \ \ I I I \ \ I I I I I I B I- U.I w I Cl) LU U.I Cl) ~------1· LEGEND -X X 2222722 FS TG INV TC EP PROPERTY LINE FENCE CONCRETE SURFACE MASONRY WALL FlNISHED SURFACE TOP OF GRATE INVERT OF PIPE TOP OF CURB EDGE OF PAVEMENT TOP OF WALL TW s FOUNO IIIONU!IIENT SURVEY CONTROL POINT ------ BENCHMARK NOTE: CLSB-130 2.5" BRASS DISC ELEV=40.91 O' -- NGVD 29 DATUM, RECORDED 2/5/2012 EASEMENT NOTE: ------- THE PLAT FOR THIS SURVEY WAS PREPARED WITHOUT A TITLE REPORT. EASEMENTS SHOWN HEREON, DERIVED FROM PARCEL MAP NO. 21046. UNPLOTIED EASEMENTS MAY EXIST ON THE SUBJECT PROPERTY. A -- B C D . ,q ! ---- ---------------- --- C D ----· ----- B /////// A1·A • POR. PARCEL 1 PARCEL MAP NO. 21046 I I / I i ( ( C E A V E E N \ \ u ------·---------- :"<. # X \ IX ( F I I I \ F \ \ , / I / \ \_ / .I ' I G ///////! \ \ \ \ I I I / / / / / / / .i / / ->:;, ,V . V. -~ i~ . f. H SCALE: 1/8"=1' 55·13•43• £ 145-44' ---N - - J/ii!'i "\. ""4'! ---- -- --_ _:-::=:::.;;.: \ A?~ J ~ii I q lf,"',0 / ! ,. I ! ( ' ' ' ' ' ' ' G < . .~f h,. .. : f:<? PUBLIC ROAD EASEMENT PER ___ __.. 2288/3B5 O.R. ' ' ' ' ' ' ' '-'-' '-'-'- H ~ '-'- -- '-'-'-'-'-'-'-' PLANS PREPARED BY: TOAL ENGIN£EIUNG, INC. CIVIL ENGINEERING LAND SURVEYING STORMWATER QUALITY 139 Avenida Navarro San Clemente, CA 92672 949 492 8586 www. to al engine sri ng .com VIKTOR P. MEUM P.L.S. 8682 DATE: ------- PREPARED FOR· JOHN DODGE 2159 INDIA STREET, SUITE 200 SAN DIEGO, CA 92101 TEL: {619) 930-9830 EMAIUFAX: john@dodgedesigngroup.com >-2 U.I 0 <( 0 <( ~ z 0 z <( >-2 0::: <( DATE: 6-1-16 >-UJ > 0::: ::> en 0 I a.. <( 0::: (.9 0 CL 0 I- SURVEY DATE: 5-1-16 ORN., MSF CHO JJD APPD .. JOB NO 16079 H. SCALE: 118"= 1' V. SCALE: DWG. NO. >-,n "' z 0 > w "' TP-01 SHEET OF 1 1 2 3 4 5 = 6 A I \ \ I \ \ \ \ \ LEGEND \ -x:--x PROPER"TY LINE FENCE -- L -~--~--• . •• 1 7727lt7 FS TG INV TC EP BENCHMARK NOTE: CONCRETE SURFACE MASONRY WALL FINISHED SURFACE TOP OF GRATE INVERT OF PIPE TOP OF CURB EDGE OF PAVEMENT TOP OF WALL FOUND MONUMENT SURVEY CONTROL POINT CLSB-130 2.5" BRASS DISC ELEV=40.91 O' NGVD 29 DATUM, RECORDED 2/512012 EASEMENT NOTE: -- \ \ \ \ \ THE PLAT FOR THIS SURVEY WAS PREPARED WITHOUT A TITLE REPORT EASEMENTS SHOWN HEREON, DERIVED FROM PARCEL MAP NO. 21046. UNPLOTTED EASEMENTS MAY EXIST ON THE SUBJECT PROPERTY. A \ B -------- () 0 0 C \ < \ \ 0 8 ·,y_ <· ' 7 --- C I \ q ;;w i.ti!; -7 ., ' C D -, ·1 --¢ ' I 7 , q 7 ... -, \ 7 ' ' '·1 1 -· q . ? o'.J.::,. -,, ~ ' ::'.; • ..;!· .. --I ' ' : ~ I I I I I I I D ----------- E POR. PARCEL 1 PARCEL MAP NO. 21046 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I I I E EASEMENT FOR UTIUTY PURPOSES PER 268/23 7 O.R. ·------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I F F G G H SCALE: 1 /8"= 1' ~ 0 ' CL I- I-UJ UJ I (J) UJ Lil (J) / ·" / / ' / .. - H --------- \ PLANS PREPARED BY: TOAL ENGHftERING, INC. CIVIL ENGINEERING LAND SURVEYING STORMWATER QUALITY 138 Avenida Navarro San Clemente, CA 92672 949 492 8586 www. to al engineering. com VIKTOR P. MEUM PLS. 8682 DATE: ------ PREPARED FOR: JOHN DODGE 2159 !NDIA STREET, SUITE 200 SAN DIEGO, CA 92101 TEL (619) 930-9830 EMAIL/FAX: john@dodgedesigngroup.com >-~ UJ 0 \ <( \ 0 <( ~ z 0 z <( >-~ Cl'.'. <( >-w > 0::: :) if) 0 I CL <( 0::: (9 0 CL 0 I- 16079 U) z 0 > w a: SHEET OF 1 1 --------- - // /'.iiil' ./; 60 50 40 Jr. I I .. u! .. , ·,~ I I ,-...I C\I I I-I w: w ::r:: if) w w if) -w z -....J ::r:: () ~ ~ ................ J ........... .X .... . ' : ' ,-1 ~ ------1 : I .. _____ _ .. 1... .. .1 •..• --.:;;.···· ---- • -5% -- / ;; ~~ // / / __ ,,_-.----~ . '" 7' ''-'--:::::::::::::f::.;~~::::::::::::::::::::::::::::~::::::::::::::::::::::::::::::::::::::::~:::::::::::::::::::::::::::::::::::::::::::-::::::::::::::::::::::::::::::1:::::::::::::::;-:-==-=--~~-~;--;~~--~==-=-=-=------------------------------,:;=-------------:_ -__ .( ___ --------;,-,-----------------==::::::::::::::::::::::::::::::::::::::::::::::::::".'~:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::-·· ,, ~ ' ., : 36.24) INV 10" !! : 46.0 TG 44.00) INV i>L>, .: .. : ... .< ... : .... : .... : .. ,: ' -. i 6.52 INV ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 0 i:1' "' i ' PROPOSED BUILDING F.F. ==!47.'40 47.2 FG 47.90 T/STEM 47.36 FS 7.04 ,: : : ... .. · · ··. 45%· · -fS =<&.- 46.7 ,FG 4<c7t..,.£,25;L.JT_;:,S-!J~c,:.__:;__·.. , < .';-'0{ ' 46.75 BS EXIST. GRADE ------------------------ ,, PROPOSED BUILDING 47.40 F.F. DEEPEN FTG. tb PREVENT SURCHARGE OF EXIST. WALL .. I EXist. RET. / WALL TO REMAIN ' ' 2% - ---, 1 ' ' '' ' ' ' ' ' ' ' ' ' ' ' ' ,,. ' ', ' • r '• )' l I . _,' ,.. __ j_J_:_ --------------------------------------,___ ~--~ ,~-~ " ,_, 60 50 40 47.90 46.7 T/STEM FG 47.38. JC;·, 46.Bll. FS \ ~ 47{3 FG 468 . \ FG · . j ·\ ~--. ~-\· -~47----.l '•,,, . ·47.27 FS '46.80 . . . 1'1.-.!..;FS;._, . -~~ T'" '.2%_:_ ._,. . % i, I . 46.62 FS 46.67 FS 46.72 TC/FS ), . ' .... <''!'' ·1· :• ·······,·· ,.e· ~·--··,> -, . ..r! ,.-<;_/ ( IC ' I I ,;:: 0 < PRELIMINARY PLAN e 8 SCALE: 1/8"= 1'-0" PROJECT NO. RP 16-12 I CDP 16-28 PREDEVELOPMENT OF RP 12-i3/SWMP 12-17 16 f--~r--+~~~~~~~~~~--'e----+~---+-~-1------ilsHlEETI CITY OF CARLSBAD lsHE2ETS1 ENGINEERING DEPARTMENT CONSTRUCTION NOTES AND QUANTITY ESTIMATE ~G;RAD==;~IN~G~AN~D~E~R~OS;l~O~N~C~O;N~TR~O~L==P~LA==N=s=F=o=R=,=-=====~ EAfilHWQRK CUT FILL EXCAVATION 160 CY EMSANKMEIIIT 0 C'( OVEREXCAVATION/RECOMf'ACTION 590 r::t 590 C'f EXPORT 160 C'( TOTAL 750 C'f 750 C'f N:\ 160xx\ 16079\Drowings\Civil\ 16079-prelimgp-01.dwg 10/03/2016 17:27 ------- CIVIL ENGINEERING LAND SURVEYING STORMWATER QUALITY 139 Avenida Navarro San Clemente, CA 92672 949 492 8586 www. toale n gin ee ring. com ADAM L. TOAL R.C.E. 59275 DATE: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl1Y APPROVAL ARMY & NAVY ACADEMY STUDENT ENRICHMENT CENTER APPROVED: GLEN K. YAN PESKI ENGINEERING MANAGER PE 41204 EXPIRES 3 31 13 DATE DWN BY: ALT CHKD BY: RYWD BY: PROJECT NO. DRAWING NO. 16079 C-1 NOT FOR CONSTRUCTION CONSTRUCTION NOTES AND QUANTITY ESTIMATE ~ EARTHWORK CUT ill EXCAVATION 160 CY EMBANKMENT 0 <:::'( OVEREXCAVATION/RECOlilf'ACTION 590 CY 590 CY EXPORT 160 CY TOTAL 750 CY 750 CY N:\ 160xx\ 16079\Drawings\Civil\ 16079-prelimgp-02,dwg 10/03/2016 17:24 ,, . .,, ,,, . , £'~ \ \ Ci ;(, \ \ \ \ I I I I I \ \ \ C!VIL cNGINEERING LAND SURVEYING STORMWATER QUALITY 139 Avenida Navarro San Clemente, CA 92672 949 492 8586 wv,w toalengineering com \ \ \ \I ,I ,1 ii 'J 'I , !I ,I \I :1 h !J H \I !.I \\ \1 0 OJ 0 C. \\ :I ',\ \I ':I \1 :1 \\ , \I :I \1 0 < .. ADAM L TOAL R.C,E, 59275 .· +.. DATE: I I I I ,, , No. 59275 "·~> c:;-' /,../ C·' c1,/' ,,, ~; , .. ., I I I I \ \ 8 SCALE: 1/8"= 1'-0" '"' 16 "-,,. '-'i /, ...• ....., J·· ---~--·-;-· j ·, ••• ------ - ---------'-,.-:_..,, __ - ------ ; ------------------------" [/ EASEMENT FOR UTILITY PUR!fOSES PER 268/231 O,R, I \ \ ,,, I I I I I I I \ PRELIMINARY PLAN ,i:s':!r··· , -FS ····,.,, PROJECT NO. RP 16-12 I CDP 16-28 PREDEVELOPMENT OF RP 12-13/SWMP 12-17 ,-1,-----------+----t-----J~___( _ _J) SH2EET) CITY OF CARLSBAD j SHEETS) ENGINEERING DEPARTMENT 2 PcG~R5ADJ5TIIN~G~AN~D~EfliRO~S~!O~N~C~O~N~T~R~O~L:=P~L~AN~S~F:;::O;R=: ~==~= DA 1E INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL - - --·-------------------- ARMY & NAVY ACADEMY STUDENT ENRICHMENT CENTER APPROVED: GLEN K. VAN PESKI ENGINEERING MANAGER PE 41204 EXPIRES 3 31 13 DWN BY: ALT CHKD BY: RVWD BY: PROJECT NO, 16079 DATE I DRAWING NO, C-2 NOT FOR CONSTRUCTION --------~-- -- \ \ 0 C: \ \ \ \ I I I \ I I I \ I --\ __ _ --- ·\ it :.-'' \\ 't\ :((· ·vt rJ '[ '.\ .. :/1'· .. ;/.,i !:\, !.•. ,.·1··· :_,:,:. ,, \:;\'.·:.?: J' ,:),,\ .. :.,•.,•··· I \ \ ,,:;· \ \ I . . ' \ ·1 \ .. \ I \ I \ N:\ 160xx\ 16079\Drawings\Civil\ 16079-exhibit-01.dwg 10/03/2016 16:54 ,:, ... I \ \ I \ I I I I I I I I \ I I I \ \ \ I ------ --I I I I I I I I I I I EASEMENT FOR UTILITY PURPOSES PER 2615/231 O.R. I I .,..,.,' \ \ CIVIL ENGINEERING LAND SURVEYING STORMWATER QUALITY 139 Avenida Navarro San Clemente, CA 92672 949 492 8586 wv\lw.toalengineering com ------ ADAM L. TOAL R.C.E. 59275 DATE: ------------------ LEGEND -----PROJECT LIMIT PERVIOUS AREA '7_,.:' _/ / .. 7, ,: _::-, ., . / i .. ,. •• 0:.,~ .. :'~">::J IMPERVIOUS AREA . . L: r· · <: · < <.JJ PERVIOUS/IMPERVIOUS AREA EXHIBIT PROJECT NO. RP 16-12 I CDP 16-28 PREDEVELOPMENT OF RP 12-13/SWMP 12-17 AREA: PERVIOUS AREA IMPERVIOUS AREA TOTAL e 0 8 16 SCALE: 1 /8" = 1'-0" S.F/ACRES PERCENTAGE 2,690/0.066 40% 4,279/0.098 60% 7, 169/0.164 100% 1----t------+------------t----t------ir------t----1 I SHlEET I CITY OF CARLS BAD I SHlEETS I ENGINEERING DEPARTMENT ~G;R~AD~IN::;:G;';..'::AN;;;D:::=;E;R:.:,:O;S::;:IO;N~C;O;N::;T;R;O::;:L~PL;::A~N:;:S~F;;O::;R=: ='--'====; DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ARMY & NAVY ACADEMY STUDENT ENRICHMENT CENTER APPROVED: GLEN K. VAN PESKI ENGINEERING MANAGER PE 41204 EXPIRES 3/31 /13 DATE DWN BY: ALT I PROJECT NO. CHKD BY: 16079 RVWD BY: I DRAWING NO. . CE-1 NOT FOR CONSTRUCTION ---- I I \ -- 0 > _.I Ol ,, . ' ' ', 1, EXISTING ----" 1 -~ V'lAL KJl'lA Y I EXISTING PILASTER AND FENCE ii ~ EXISTING DUG OUT !STING BLEA HERS EXISTING __J_~.,,__--~~-.. PILASTER AND FENCE . ' !, i. ,\ ; .,, ' ,.1 '1 ' '" .. ---· ... " .. ---·.,. - EXISTING NEIGHBORING BUILDING &i--.._ .· 2r.·· '/ EXIST. RETAINING . Jl'lALL, PER CIVIL___:.___:._,- ' ' I ' . L ' \:--- \ I ' 1, I ', II '1 ' ' ' ' '1, ', .-'~ .I I ' J '1 ", .I ·, I I EXISTING DUG OUT -. . . ·-... . ..... ~EXIST. Nc:T SUPPORT 1 r EXIST. LIGHT STANDARD - Lil D PROPQ'.?ED ENTRY - ' V'-IAL KJ/'lA Y t-------1 D ·~-~,'---~---,,~ PROPOSED RETAINING'··.· i"IALL, FER CIVIL PROPOSED DRAINAGE, PER CIVIL EXISTING NEIGHBORING LOT ~ -------:. . .. EXISTING ATHLETIC FIELD EXIST. RETAINING i"IALL 4.5% 2% "f.~11~] .,-'II i::YIC!T ' ', EXIST. % I ELEC. ~I j VAULT + +:::::c:::;;:==+----i -2% 'i- L----, I 2% 2% I ~ --I ' ' I ~ I N I r--v I ~ I % 2% I I -% \ PROJECT No.: RP 16-12 I CDP 16-28 EXIST. v'IALKv'IAY i -- I EXISTING PARKING ---------,, LOT c:XIST. 24" '...IGHT 16 SPACES STAND1'sRD PROPOSED v'IALKJl'lAY 45 --...... . I I i _L 0 L .-. .. 5'--ilOIIII' ----20' ""(l;Jlv f' ...- SCALE: I" = 10' ----------------- REVISIONS: DODGEDESIGNGROUP.COM 2159 \NOIA ST, SUITE 200, SAN DIEGO, CA 92101 (619) 930-9830 SCALE: DATE: 08/24/2016 SITE PLAN ENLARGED A1 .2 ,---------- 1 I :m I I I I I I I I I I I I I I I I :fl I I I CO RED EN l/'-0" X 1'-" L ________ _ AREA SUMMARY VP FIN. FLR. ELEV. 41.40 1ST FLOOR: 2 1540 SF 2ND FLOOR, 2,114 SF TOTAL: 4 1114 SF . ·-----------------~···-- EXISTIN6 Ll6HT POST LAND5GAFI: PLANTER ELEV. 5'-0" X 5'-0" MECHANICAL 6 '-0" X 1'-0" ~ ~ ~ ~ S,t)-6' ~"lck" ~ MEN':;\ BATH 12'-0" X 'l'-6" --·--~ ' I L "---.i e ~ ~ EXISTIN6 RETAININ6 v'lALL OVTDOOR TERRACE 8'-0" X 40'-0" EXHIBIT B'l'-0" x 51 '-0" ~-~ / " I \ 1 VESTIBULE \ f 5'-6' x 4'-b" '1 \ JAN.ell.~ 5'-b" X o'/0" ~ v'l£MEN~ --\ A ' I V BATH, , 11'-0'\ X 10'-Q' --·-/ -- \ / a • w ~ ........ -------~------------ STAIR 2 1'-E," X .20'-0" ,---- STORA6E q'-10" x 15'-IO" E ISTIN6 ELE TRICAL EN LOSURE T REMAIN REGlUIRED 2ND EXIT 1ST FLOOR PLAN ec:;Al,.,I:, 1/4" • l'-0" PROJECT No.: RP 16-12 / CDP 16-28 REVISIONS: DODGEDESIGNGROUP.COM 2159 INDIA ST, SUITE 200, SAN DfEGO, CA 92101 (619) 930-9830 SCALE: NOTED DATE: 08/24/20lei 1 ST FLOOR PLAN A2.1 JJ RIDGE AREA SUMMARY 1ST FLOOR: 2,540 sr 2ND FLOOR: 2,114 SF TOTAL: 4,114 Sf EXISTIN6 Ll6HT POST ELEV. 5'-0" X 5'-0" MEZZANINE LEVEL ,;,;; ;••-·- ~ Ii r \ u. ) ·~ : ; ~ ·= <- ~' \\ \ ~ EXISTIN6 RETAININ6 V'IALL =S~"~,.~;AJ ,w////.f',f.f'#.1#4',f,J,',J,'/At---·· ""'" <- ,f:::::::::::i /~ I ' I [j 'I I 1 '1-ri ', l!__j I ';7 ' ' I/ I b:;;j / I t::::::::::J MEETIN6 ROOM A lq'-f," X 18'-6" M \ ,J ·~ ~ ~ 1\ \\ I I ,c:::3 TESTIN6 4'-6" X 6'-0" OFFIC,E No.I !l'-0" X 14'-0" STORA6E 1'-0" x B'-4' -------· --- PROJECT No.: RP 16-12 / CDP 16-28 ""'" // ~ [i I I ~ I I c_J ~ '1 .~ •'---n I/ /; MEETIN6 R.OOMB l'f'-6" X 18'-6" \ I I \ I I _1 I \ __ .D I ~\ I \ \ \ I I I ' \ 1c:::3 TAIR 2 1'-8" x ..20'-0" ,9·. I l STORAGE 'i'-10" X b'-0" ••••• e,,----,---- 2ND FLOOR PLAN O ..2' 4' e,• 9',AI.E, 1/4" • I '-0' ----··-··-- REVISIONS: DODGEDESIGNGROUP.COM 2159 INDIA ST, SUITE 200, SAN DIEGO, CA 92101 (619) 930-9830 SCALE: NOTED DATE: 08/24/2016 2ND FLOOR PLAN A2.2 I I I I I : RIDGE I I I I I I I ~1 L_L_ PLATE HT.+ 10'-0" (ABOVE MLF.F.) EL.+ 51.40' D.S. 411' I I ' I I I !I LI I I 91 I D.S .. PLATE HT.+ 20'-o" , (ABOVE ML.F.F.) I EL.+ 61."!0' PLATE HT.+ 11'-0" (ABOVE ULF.F.J EL. + 11.40' ,- I I I I D.S. I -• -'-i L, 11 -, I I I I I I I I I I I 24" EAVE OVERHANG TYPICAL U.N.O. ... L ------------------. ··-··-·-··_J· . ...I -··-·-··----- , -j ______________ _J I RIDGE ( 1-- - --A----1<< -$')-.............. j ...... »~.Ut ______ J Iv (: 5:12 -I I ,g I PLATE HT. + 11'-0" (ABOVE ULF F.) EL. + 11.40' RIDGE I 91 D.S ( 5:12, PLATE HT.+ 11'-0" (ABOVE ULF.F.) EL. + 11.40' I ,: I I ' I I I • I I ' RIDGE L_:_ _:__:_ ( 5:12 ---,: I . I ' I PLATE HT. + 8'-3 3/4" (ABOVE U.L.F.F.) ~_:_---=1-- EL. + 68.11' PLATE HT. + o'-8 3/4" ~ (ABOVE U.L.F.F.) EL.+ ol.13' HIGHEST PT. 33'-3" ABOVE M.L.f.f. CLASS "A" SLOPED CLAY TILE ROOF. I I I I • TYPICAL EL.+ 80.65' D.S.8 PLATE HT.+ l'-1" (ABOVE U.L.F.F.) EL. + ol."!8' . I I I I I ' I I I ' i . I . I I I I I I ' I , I ' ; I I I I PLATE HT.+ 11'-0" (ABOVE ULF.F.J EL. + 11.40' / D.S. L!D -_'--------,---, 5,12) ROOF PLAN I I I ! I I I I PLATE HT.+ l'-1" (ABOVE U.L.F.F.) --..:..~--j--~...:::._c~EL~.~+~6~1A."!B~'--i:iit- 24" EAVE OVERHANG TYPICAL U.N.O. 0 ..2 4' SCALI:, 1/4' " l'-0' PROJECT No. : RP 16-12 I CDP 16-28 REVISIONS: DODGEDESIGNGROUP.COM 2159 INDIAST, SUITE 200, SAN DIEGO, CA 92101 (619) 930-9830 SCALE: NOTED DATE: 08/24/2016 ROOF PLAN A2.3 KEY NOTES DIVISION 4 -UlNc.FlETE r-lAWNRT' 51:C.TION DETAIL @ C.ONc.lsETE r-lAWMR.'1' PLANTER f'IALLS 42200 DIVISION 5 • r-lET ALS ® r-lETAL PAN STAll<S 5;;115 ® r-lETAL FAEllslCCATIONS 55000 ® r-1!:T AL <=l!AfsDAAIL " 55215 DIVl5\0N 6 -t'IOOO ® V'IOOD !<APTER TAILS 61000 ® V'IOOD BA~ !<AFTER ® V'IOODPOST ® t'IOOD~5 ® V'IOODBEAr-1 DIVISION i -r-lOISTl!<E' AND THfl<r-lAL Pl<OTEC,TION ® C.LA'I' isOOF Tll.fS l:l:215 @ <=l!TTER AND OOffi SFOIJT 011:1200 DIVISION 8 • 000!<5, Fl<Ar-lfS, rilNDOY'IS AND HAl"DMl<E @ HOU.Ori r-1!:T AL DOOR AND Fl<Ar-lf 81115 ® ALIJt,IINUr-1 FIXW rilNDOY'IS 85115 @) ALIJt,IIMIJl'1 C.-NT ri\NDOriS 85115 DIVISION q -FINISHa @ INTEel<AL C,OLOR PLASTER I'll Sr-lOOTH fflOl'1EL FIN. '12400 ® PLASTER OVEI< i,ffiC, TF<lr-1 '12115 ® PLASTER OVEI< FOAr-1 TF<lr-1 ~2115 DIVISION 10 -SFBC,IAL TIES @ Dlr-1!:NSIONAL LfTTER 51-10141q DIVISION :l:l -SITE rtolsK @) ~T ll<ON f'S,IC,ING BB46BO GENERAL NOTES ~NGE POINTS, VEl<TC.AL Dll>IEN910NS Af'E TO TOP OF JOINTS AND lsEV!:ALS U.N.O. r-1!:TAL FINISHa, ALL EX!mOI< STEEL AND r-llBc.EilANEOUS r-1!:TALS SHALL BE HOT DIPPED 6ALVANIZ.0 AND PAINTaD O.N.O .. INSl!LATION, F'l<OVl!:>f THf FOLLOrilN<> l<-VAl.liES AT 1:xra,.101< C.ONSTlil!C,TION AND ROOF WNSfflX,TION ~ING c.=ITIO!eD ,P,.._f:5 IN THf lllJILDING i=NVl=LOPE U.N.O .. l<OOF, l<-SO, riALLS l<-lq, FLOOR OVl=l<HANeS l<-lq rif:A THfl< Tll>HTNf:55, ALL f:xrao.lOI< JOINTS AND OFl=NINl>S IN THI= ei.JILDIN6 f:NVl=LOPE THAT ARE ~V A6I.I: SOl/l<C,l=5 OF All< LfAt<;Aef: SHALL BE CC AULi-ED, 6A=D, rif:A THfl< STRIPPED, OR OTHEMISE ~- Flsl;t,!151=5 IDl=NTIFIC.ATION, = NUl'1f:l<ALS 9H!'<L.L BE PLACED IN 9JC.H A POSITION AS TO Bf: PLAINLY VISIBLE AND Lf:61Bl.f Fl<Or-l THf STREET OR ROAD Fl<ONTING THf PROPERTY. NUl'IBEl<S 9HALL C.ON'ffiAST rilTH THfll< ~~-12' Hl<>H NUl'lf:FW.5 rilTH I!!," rili:>f 5~ rilDTH U.N.o. 6L.ASS, ALL 6LA55 IN JljlNDOriS AND 0001<5 SHALL BE C.LEAI< IN9JLATaD 6LA55 JljlTH LOV, E UlATING V.N.O. MATERIAL LEGEND I I l=XTEl<.10!< C.Er-1!:NTITIOUS PLASTER V,ITH INTE61<AL WLOR I I CAST-IN-PLACE C,ONC,l'ETE 35'-0" ZONING HEIGH LIMIT TOP OF RIDGE + 33'-3" A.M.L.F.F. EL.+ 80.65' ®---~ ®---~ r11i._ 2ND LEVEL PLATE + 24'-0" A.M.L.F.F. T EL. + 11.40' ® r1li._ 2ND LEVEL F.F. + 13'-0" A.M.L.F.F. T EL. + 60.40' MAIN LEVEL F.F. DATUM+ 0'-0" EL. + 41.40' 35'-0" ZONING HEIGH LIMIT TOP OF RIDGE + 33'-3" A.tvl.L.F.F. EL. + 80.65' @) @---~I ®------... ,-----------, I I I I ELECTRICAL ENCLOSURE TO REMAIN EXIST. GRADE --------------- ®---~ _A_ 2ND LEVEL PLATE + 24'-0" A.M.L.F.F.@) ~ -V EL.+ 11.40' ~~~~~~~~~~~~-i§~;~Ll3!~~ r1li._ 2ND LEVEL F.F. + 13'-0" A.M.L.F.F T EL. + 60.40' ® @)_/ ®-----ll>' ®--~ @=-.::·=-~=-$~~~~~~ ®~~~~~~I ~ _M_A_IN_L_E_V.=E::...L_F..:....F..:.... ::...D::...A..:...TU::...M.:__+ .::.0_'-.::.0_" __ T EL. + 41.40' 1;;;;;;;"---oif-------- ATHLETIC FIELD LEVEL 5 1· L : i ' L II. I I ----,---I --- ----- 12 ~5 D1 I i --- CD SPORTS FIELD ELEVATION 5C;AI.E, 1/,4" • 1•-0• 11?---l----f 8C ,-__ ~-- ~---< "iB :L __ OE -(>(\ST. G ---------'11--Ht=----J--L __ _j_ ------~ , __ ,,__ ___ ----\------',--··· ENTRY ELEVATION &' I !G.AI..E, 1/,4' " I '-o' PROJECT No.: RP 16-12 I CDP 16-28 "IB ' ;, (4A)_ "iB ---- REVISIONS: DODGEDESIGNGROUP.COM 2159 INDIA ST, SUITE 200, SAN DIEGO, CA 92101 (619) 930-9830 SCALE: DATE: NOTED 08/24/2016 EXTERIOR BUILDING ELEVATIONS A4.1 KEY NOTES DIVISION 4 -WNClsETE MASONRY SECTION DETAIL @ GONGlsETE MASONRY PLANTER ~5 42200 DIVISION 5 -METALS ® METAL PAN 5TAll<5 55115 ® MET AL FAeRICATIONS 55000 ® METAL GIJAl<DRAIL - 5521;1 DIVISION 6 • l'IOOD @ l'IOOD AAfTER TAILS 61000 @) l'IOOD BARGE AAfTER ® l'IOOVPOST @) l'IOOV fllsAC.l<ETS ® l'IOOV6EAM DIVISION 1 -MOIS11/lsE AND T-AL PROTECTION @ CLAY F100f TILES 13:ll;l ® GIJTTER AND DOi'IN SPOUT 016200 DIVISION 8 -DOOl<S, FAAMES, ~IND016 AND HAlsD~lsE @ HIOLLO~ MET AL DaaR AND FRAME 8111;1 ® ALJJMINIJM FIXED i'<IND016 85115 @) AUIMINIJM CASeMENT HIND016 85115 DIVISION q -FINISHES @ INTE~ WLOR PLASTER VV SMOOTH Ti<Ol"EL FIN. '12400 @ PLASTER OYER <SffiC TRIM '12115 © PLASTER OVER FOAM TRIM q2115 DIVISION 10 -SPECIAL TIES @) DIMENSIONAL LETTER Si<>NA6E 10141q DIVISION 55 -SITE i'<OF1K @) ~T IRON FeNGINI> 554650 GENERAL NOTES f<EfeRENGE POINTS, VERTlc:;AL DIMENSIONS AlsE TO TOP OF JolNTS AND i<eYEAL5 V.N.O. METAL FINl5He5, Al.I. EXTERIOR STEEL AND MISCELLANeO!f.; METALS SHALL Se HIOT DIPPED &ALVANlm::> AND PAINl'eD O.N.O .. 116JLATION, f'RQVll'E THf FOLLOHIN<> R-VALJJe5 AT EXTERIOR (;QN5Tl'1.IJCTION AND ROOF WNSTl'1.l!CTION ~IN& WNPITIONec> SPACES IN THf WILDIN& ENVELOPE V.N.O .. ROOF, R-e,Q, ~ R-lq, FLQQR OVeRHANeS R-lq ~THER Tl&HTNe55, Al.I. EXTERIOR .J<:>INTS AND OPENIN&5 IN THf 6UILDIN<> ENVELOPE THAT AlsE -Vl'<ElLf SOl,RGE5 OF AIR~ 9HALL Se c...i=, &A91<:fTED, Y'iEATHER STRIPPl;D, OR on;EMJ9E !ol:ALED. PlsEMl5ES IDENTIFlc:;ATIO~, ADDl<E55 -5 9Hi'ol.L Se PLACED IN !,.lc:;H A POSITION AS TO 6E PLAINLY VISIBLE AND LE&l6LE FROM THf STREET OR ROAD PRONTIN6 THE PROPERTY. NIJM6ERS 9HALL ~T i'sllrl TrlEIR BACJ<elsOUND. 12" Hl6H MUMEl<Al.5 i'IITH I!!," "11'E 5TROl<l: "1DTl'I V.N.O. ~ Al.I. eLA55 IN i'<IND016 AND DOOl<S SHALL Se CLEAR INSULAl'eD &LA55 i'<ITH LOI'< E WATIN6 V.N.O. MATERIAL LEGEND I . I EXTERIOR CEMENTITIOIJS PLASTER i'<ITH INTE~ WLOR I I GAST-IN-PLACE GONGlsETE -------~--------------- PROJECT No.: RP 16-12 f CDP 16-28 REVISIONS: 35'-0" ZONIN6 HEl6H LIMIT TOP OF RID6E + SS'-3" A.M.L.F.F. EL.+ B0.65' di._ 2ND LEVEL PLATE+ 24'-0" A.M.L.F.F. _ ~ EL.+ 11.40' ® -----·- @ ®-~~ ®-~~~F&~~~~ ~ 2ND LEVEL F.F. + IS'-0" A.M.L.F.F. ----V EL. + 60.40' EXIST. 6RADE ® ® ' MAIN LEVEL F.F. DATUM+ 0'-0" : --------------·=--=---~----c..'~~--~~~~-'---t--EL. + 47.40' B51-0BIZ'CMIN6 HEl6H LIMIT TOP OF RID6E + 33'-S" A.M.L.F.F. EL.+ 80h5' ~ 2ND LEVEL PLATE + 24'-0" A.M.L.F.F. ---v-EL. + 11.40' @) ----~ ~ 2ND LEVEL PLATE + 24'-0" A.M.L.F.F. T EL. + 11.40' @ -----~ ® ®----1-----7 ®--~ ~ 2ND LEVEL F.F. + IS'-0" A.M.L.F.F. ~ EL. + 60.40' ~ 2ND LEVEL F.F. + IS'-0" A.M.L.F.F. ---V EL. + 60.40' ®--~ ~ MAIN LEVEL F.F. DATUM+ 0'-0" T EL. + 41.40' i "'·' ' : i .. "'. / /1. I ~' ~I- CD BEECH AVE. ELEVATION 0 ..:2' e· sc;.A,L,E, 1/4' • I '-0' ---® c~ f'lf'~j~1~''~~~~~~~~~~~~~~~~~~ \ I I ' ' ' I =i ' -- Ii I ' i I ' l ----®-7-- TYP. it i--------------, I I I I _I_ I I ELECTRICAL ENCLOSURE TO REMAIN I I I I _J I c - . ' • I • : ,/ i '-----@ @) -----® .,------® ., ® -------- @ ® <'--I-----® F"ll~E--t-----® ~--® 'i=, "'li=~1c----+-----® ii ' ,, --- MAIN LEVEL F.F. DATUM + 0'-0" -EL ___ +_4_1_.4_0_, ________ -~-------''--~--=-="'==--'.'.'."_::::-:==--==...::-_=-::-::-=.::-_=-::-::-=.::-:_~:-:__::_::-:=_~-_::-_:--:=_-:=_-_-_::--:_-:_---------------J.._---------~-a....;;---;;;-_..;;;;;;;;...;;;.;,;.;_.,;;;;; ----- EXIST. 6RADE -- PARKING ELEVATION 4' SC.ALE, 1/4" • l'-0" ------~--~ ----------------------------------------------------------------- e• I ATHLETIC FIELD LEVEL EL. +S"! ."!' DODGEDESIGNGROUP.COM 2159 INDIA ST, SUITE 200, SAN DIEGO, CA 92101 (619) 930-9830 SCALE: NOTED DATE: oe,;24;2010 EXTERIOR BUILDING ELEVATIONS A4.2 ------------------ LEGEND DONOTES EXISTING QUEEN PALM TO REMAIN PROTECT IN PLACE DENOTES EXISTING QUEEN PALM TO BE RELOCATED ON SITE DENOTES EXISTING GEIJERA ~EGR~IID1ln:fv6k-lRUBS TO REMAIN PROTECT IN PLACE 0 80 DENOTES EXISTING GEIJERA PARVIFLORA TO BE REMOVED PROTECT IN PLACE CLEARING AND GRUBBING OF ALL VEGETATION, SHRUBS, TREES ------ \ w ;:::=______-'----------=--_---=-...o_ =------~ P ORMIUM X 'fEU.OW WAVE. QL_------;c=============E:l=::====Elt============== CARI -:·-\------ 6' CHAINUNK FENCE EXISTING STRUC1URE LIMITS OF' CLEARING AND GRUBBING CARISSA G. BOXWOOD BEAUTY ' O" HIGH CMU ETAINING WALL RAPHIOLEPIS I. CLARA MUHLENBERGIA C. REGAL MIST RELO LIGHTING { .) RAPtlOLEPIS I. Cl.ARA EXISTING HISTORIC •• _ RETAINING WALL TO 1----REMAIN EXISTING 6' CHAINLINK FENCE PARKING PRUNUS CAROUNIANA URIOPE MUSCARI . - .···-_, '.,·: PITTOSPORUM T. YARIEGATA : LIMITS OF CLEARING ANOGRIJSBING EXISllNG PARKING LOT UGUSlRUM lEXAHtJM URIOPE hlUSCARI -~ .. -.... ' - ~ ·: . ;_ •. . ... _· ·~ :-: . ·-. . . ;~ · . . ,•-_---~---. . .. ,, ·-~:. .. ~·-· ~==='~,--.:==·~--,-.-~-.... --~ .-. :-·· .. ~ .. I \ • • .. • • ·---. BEE CH DEMOLITION NOTES: ALL DEMOLITION AND REMOVAL SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS ALL ITEMS INDICATED TO BE DEMOLISHED AND REMOVED SHALL BE DISPOSED OF OFF-SITE PER LOCAL CODES AND REGULATIONS. ALL EXISTING IMPROVEMENTS, UTILITIES, PAVING, ETC., NOT SPECIFICALLY INDICATED FOR REMOVAL SHALL BE ADE QUA TEL Y AND PROPERLY PROTECTED IN PLACE DURING CONSTRUCTION. iT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE TO THE ORIGINAL CONDITION OR REPLACE IN KIND ANY OF THESE EXISTING ITEMS THAT ARE DAMAGED OR DISTURBED IN ANY WAY, AS APPROVED BY THE CITY, AT NO ADDITIONAL COST TO THE OWNER. THE EXISTING TREES SHOWN ON THIS PLAN, SHRUBS, VEGETATION ARE TO BE DEMOLISHED AND REMOVED AS INDICATED ON PLAN. DEMOLITION AND REMOVAL OF TREES SHALL INCLUDE THE COMPLETE REMOVAL OF STUMP AND ROOT SYSTEM; SHRUBS SHALL INCLUDE COMPLETE REMOVAL OF ROOTS. EXISTING TREES AND SHRUBS TO REMAIN IN CONSTRUCTION AREAS SHALL BE PROTECTED DURING CONSTRUCTION IN A MANNER AS APPROVED BY THE OWNER. CONTRACTOR TO PROVIDE TOP SOIL (CLASS A) AS REQUIRED TO FILL HOLES AND DEPRESSIONS. ON PROJECT SITE AS REQUIRED. • CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING OF ALL PLANTS DESIGN A TED TO REMAIN DURING PERIOD OF CONSTRUCTION. CONTRACTOR SHALL REPLACE ALL PLANT MATERIAL DAMAGED DUE TO • NEGLIGENCE AND/OR FAULTY MAINTENANCE. IMPORTANT PROTECT-IN-PLACE NOTES CONTRACTOR TO REPLACE AND REPAIR TO ITS ORIGINAL CONDITION, ANY EXISTING LANDSCAPE. UTILITIES, AND STRUCTURES WHICH HAVE BEEN DAMAGED BY CONTRACTOR'S WORK. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE COST TO REPAIR OR REPLACE SAID DAMAGED ITEMS. MODIFICATIONS AS DIRECTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER .. CONTRACTOR SHALL GUARANTEE THE SURVIVAL OF ALL LANDSCAPE PLANT MATERIAL, THIS INCLUDES ALL AREAS WHERE DAMAGE HAS OCCURRED DUE TO CONSTRUCTION OF ITS SURROUNDING AREAS. MODIFICATIONS AS DIRECTED BY THE OWNER TO REPLACE DAMAGED PLANT MATERIAL SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE COST TO REPLACE DAMAGED PLANT MATERIAL. - 20 NORTH Scale: 1" -20' 10 0~~~20 Coll before you D g G Avoid cutting underground utility lines. It's costly. OR 1-800-227-2600 REVISIONS: LANDSCAPE ARCHITECTURE 11688 E. South Street, Suite 201 Artesia, California, 90701 PHONE: (562) 860-1021 CA. LIC. NO. 1219 AZ,. LIC. NO. 8892 FAX: (562) 860-1091 NV. LIC. :,;/Q_ 78 Email: koba:aassoo§verizon.net SCALE: DATE: 1/5/2017 DEMOLITION PLAN L 1 .0 1 OF 8 ---------------------------- GENERAL IRRIGATION NOTES 1. ALL MAINUNf, LATERAL PIPING ANO CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN LINE ANO LATERAL UNt: SLEEVES SHALL BE A MINlMIJM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL l'IIRE st.£EVINC SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OR WIRES UNDER PAVED AREAS. SLEEVES SHALL BE SCH 60 ANO INSTALLED PER MINIMUM PIPE COVERAGE & MINIMUM SLEEVE COVERAGE NOTE THIS SHEET. 2. PIPE SIZES SHALL CONFOfflll TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER SIZES WILL BE f'ERMiTiED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIM£ OF SAIO REJECTION. 3. FINAL LOCATION OF THE AUTOl\lfATIC CONTROLLER SHALL BE APPROVED BY CLIENT'S AUTHORIZED REPRESENTATIVE. 4-. IRRIGATION CONTRACTOR SHALL COOROINA TE AND PROVIDE ELECTRICAL POWER TO CONTROLLER. IT IS THE RESPO\IISIS\UTY OF THE IRRIGATION CONTRACTOR TO COORDINATE ELECTRICAL SERVICE l'ITTH THE SCE PLANNER AND PRIME CONTRACTOR TO MAKE THE Fli'IAL CONNECTION FROM ELECTRICAL SERVICE TO THE FREE STANDING SERVICE CA61N£T. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR ALL PERMIT, INSPECTION, AND SCE DESIGN FEES. 5. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 6. FLUSH ANO ADJUST ALL SPRINKLER HEADS ANO VAL \/ES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRA Y ONTO WALKS, STREETS, WALLS, ETC. THf CONTRACTOR SHALL USE RAINBIRD "PCS" PRESSURE COM PENSA TING SCREEN, SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTlNG SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VAL\IE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 7. IT IS THE RESPONS!BtllTY OF THE IRRIGATION CONTRACTOR TO FAMJLIARIZE HIMSELF WITH THE EXISTING SITE CONDITIONS. TH£ IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS \'/ORK AT NO COST TO TiiE CITY. B. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS i'IHEN IT IS OBVIOUS IN THE FlfLD THAT UNKNOWN OBSTRUCTIONS, GRAOE [)ffFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HA VE BEEN CONSIDERED D\JfflNG ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BRO\IGHT TO THE A TiENTION OF Tl'lE CITY ENGINEER. IN THE EVENT THIS NO Tl FICA TION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO COST TO THE CITY. 9. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILEO OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOM!IIENDA TIONS AND SPEC!FlCA TIONS. 10. REFER TO SPECIFICATIONS FOR INSTALLATION AND MATERIAL REQUIREMENT INFORMATION. 11. CHECK VAL\IES SHALL BE INSTALLED AS REQUJR[D TO PREVENT ALL LOW HEAD DRAINAGE. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL VERIFY Tl'IE ONSITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24" OR MORE EIETWEEN Tli£ HICHEST HEAO AND LOWEST HEAD ON A SYSTEM, THE VALVES SHALL BE INSTALLED. 12. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC, SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL MAINLINE AND VALVES OUTSIDE OF THE RIGHT-OF-WAY . 13. THE CONTRACTOR SHALL \IERlfY TH£ STA TIC PRESSURE TO BE AS STA TED ON THE SYSTEM REQUIREMENTS. SHOULD Tl'lE STATIC PRESSURE EXCEED 20% OF THE DESIGN PRESSURE, INSTALL A 'WILKENS' 600 SERIES PRESSURE REGULATING VALVE (IN A SEPARATE VAL\IE BOX) DIRECTILY DOWNSTREAM OF THE IRRIGATION P.O.C. SET THE REGULATING VALVE AT 15% HIMR THAN THE STATED SYSTEM REQUIREIIIENTS. SHOULD THE STATIC PRESSURE BE LESS THAN THE STATED PRESSURE, NOTIFY THE CUENfS REPRESENTATIVE IMMEDIATELY. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 14-. ALL STATED GALLONAGE IN VALVE CALL-OUTS ARE ROUNDED UP TO THE NEAREST GALLON. 15. ALL SHRUB SPRAY HEADS SHALL BE 12" POP UPS. ALL BUBBLERS SHALL BE INSTALLED WITH A 2" POP-UP. 16. ALL ONSITE VAL\IES, VALVE BOXES, VAL\IE MARKERS, HEADS, PIPING, AND POWER SUPPLIES SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIRE!mlTS OF Tli£ CITY OF CARLSBAD WATER DEPARTMENT RULES & REGULATIONS. 17. REFER TO THE CITY OF CARLS8All WATER DEPARTMENT RULES AND REGULATIONS FOR USE OF RECYCLED WATER AND LOCAL BUll.OING CODES. 18. INSTALL ALL VAL\IE BOXES, METERS, BACKFLOW PRE\IENTERS, BEHIND SIDEWALK, OUT OF VIEW. 19. ALL VAL\IES, COUPLER BOXES, AND LIDS ARE TO STANDARD PURPLE. TAG EQUIPMENT PER THE CITY OF CARLSBAD WATER DEPARTMENT STANDARDS. \IALYE BOXES SHALL HAYE LOCKABLE TOPS AND SET 2" ABOVE FINISH GRADE IN SHRUB AREAS. NO RCV IN TIJRF ZONE. STENCIL "I/' ANO VAL Yr. NUM8ER ON LID COVER. 20. IRRIGATION METER TO BE PROVIDED AND INSTALLED BY THE CITY OF CARLSBAD. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR FOR ALL WATER METER FEES. 21. SPRAY HEAll NOZZLE INFORMATION: i'IHEN INSTALLING SPRINKLER HEADS USING 1800 SERIES NOZZLES THAT REQUIRE ARC PATIERNS OMR THAN Tl'!£ STANDARD ARC PATiERN (90, 180, 3601 ETC.) THE CONTRACTOR SHALL USE RAINBIRD VARIABLE ARC NOZZLES. RAOIUS OF VAN NOZZLES{OR EQUAL1 SHALL BE SELECTED CONlllTIONS. EXAMPLE: USE B-B VAN MN B FOOT RADIUS IS REQUIRED OR 12-12 VAN WHEN A 12 FOOT TO MATCH SITE RADIUS IS REQUIRED. 22.QBSTRUCTIONS: WHEN VERTICAL OBSTRUCTIONS (STREET LIGHTS, TREES, hlAIL BOXES, ETC.) INTERFERE WITH SPRAY PATIERN OF THE SPRlffl<LER HEAIJS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL F1E1.D ADJUST Tli£ SPRINKLER SYSTEM BY INSTALL.ING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MAOE AT NO ADDITIONAL COST TO TH£ CIJENT. 23. VAL\IE LOCATION: ELECTRICAL CONTROL VAL\IE AND GATE VALVE LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. THE CONTRACTOR SHALL STAK[ OUT EACH ELECTRIC CONTROL VALVE AND GATE VALVE LOCATION FOR REVIEW Ar4D APPROVAL BY CLIENT'S REPRESENTATIVE PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITION!NG OF ELECTRIC CONTROL VALVES AND GATE VALVES SHALL BE DETERMINED BY THE CLIENT. MINOR MODIFICATIONS OF ELECTRlC CONTROL VALVE AND GATE VALVE LOCATIONS AS REQUIRED BY THE CLIENT SHALL BE PROVIDED BY THE CONTRACTOR AT NO AOOITIONAL COST TO THE CLIENT FAILURE TO OBTAIN CLIENT'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE CLIENT DIRECTED REVISIONS AT NO ADDITIONAL COST TO CLIENT. IN GENERAL, UNLESS OTiiERl'IISE DIRECTED BY THE CLIENT, ALL VALVES SHALL BE INSTALLED THffEE FEET FROM EDGE OF HARDSCAPE, WALK, OR CURB IN PLANTING AREA. 24.EQUIPIIIENT LOCATION: LOCATION OF IRRIGATION EQ\Jtf'MEMT SHOWN ON THIS DRAWING ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT ALL IRRIGATION EQUIPMENT LOCATION FOR REVIEW AND APPROVAL BY CLIENT PRIOR TO INSTALLATION OF THIS EQU!Plll£NT. FINAL LOCATION ANO EXACT POSITIONING OF IRRIGATION E~T SHALL BE DETERMINED BY THE CLIENT. MflllOR MODIFICATIONS OF IRRIGATION EQUIPMENT LOCATION AS REQUESTED B'!' THE CIJENT SHALL BE PROVIDED BY THE CONTRACTOR AT 1'10 COST TO THE CLIENT. FAILURE TO OBTAIN CUENfS APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE CLIENT DIRECTED REVISION AT NO ADDITIONAL COST TO CLIENT. 25. "PCS" NOZZLE SCREEN SELECTION NOTE: WHEN RAOIIJS OF SPRlNKLER HEADS, REQUIRE!) FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQ\.l!P SPRIN1'LER HEAD WITH A RAIN BIRD "PCs" PRESSURE COMPENSATING SCREEN FOR FLOW AND RAOIUS CONTROL SCREEN( OR EQUAL) FROM PCS NOZZLE SCREEN SELECTION CHART FOR APPROPRIATE RAOIUS. 26. IRRIGATION SYSTEM INSTALLATION SHALL COMFORl\1 TO ALL APPLICABLE STATE AND LOCAL CODES AND REGULATIONS. 27. THE CONTRACTOR SHALL REFER TO THE LATEST ED1TION OF THE "GREENBOOK" STANDARD SPECIFICATIONS FOR PIJBUC WORKS CONSTRUCTION, SECTION 306 FOR LANDSCAPE AND IRRIGATION INSTALLATION. POC BLOCK INFORMATION MINIMUM PIPE COVERAGE A. PRESSURE LINES: LESS THAN 3" IN DIAMETER -18" COVER 3" THRU 5-1/2" IN DIAMElER -24" COVER 6" OR GREA lER IN DIAMElER -36" COVER B. LATERAL LINES: 12" COVER C. SLEEVES UNDER ROADS 6° OR LESS IN DIAMElER -36" COVER GREA lER THAN 6" IN DIAMETER -48" COVER D. SLEEVES UNDER PAVING (NON-ROADS) 6" OR LESS IN DIAMETER -36" COVER GREATER THAN 6" IN DIAMETER -48" COVER MAINTENANCE RESPONSIBILITY MINIMUM SLEEVE COVERAGE SLEEVES UNDER ROADS 6" OR LESS IN DIAMElER -36" COVER GREA lER lHAN 6° IN DIAMETER -48" COVER SCH 80 PVC SLEEVES UNDER PA YING (NON-ROADS) THE LANDSCAPE MAINTENANCE SHALL BE THE RESPONIBILITY OF THE NAVY / ARMY ACADEMY. IRRIGATION CONTRACTOR TO DOCUMENT INSTALLATION AND PROVIDE" AS-BUILT" DRAWINGS OF IRRIGATION INSTALLATION. LESS THAN 3" IN DIAMETER -18" COVER 3" THRU 5-1 /2" IN DIAMElER -24" COVER 6" OR GREA lER IN DIAMElER -36" COVER SCH 40 PVC IRRIGATION CONTRACTOR TO RE-SCHEDULE RUN-TIMES ., __ TOR A1 \ I \ 8 11 A 1 " 2 12A .,, '' I 5 13A 9 CONTROLLER STATIONS 11 A, 12A, 13A, 14A. RE-ROUTE EXISTING REMOTE CONTROL VALVES 11 A, 12A, 13A, 14A AND CORRESPOND/NG WIRES TO NEW DESIGNATED AREA. NEW PEDES1RlAN WALK WAY gt--;=.__-r------=---_---=--.LL~--~ --._----~ --.... _\-·. -. . •, .. . .":· . 1:/ . ii \ . i \ . . ·_\··_· .. 6' CHAJNUNK FENCE o. EXISTING STRUCTURE .. 3' -0" HIGH CMLI RETAINING WALi. EXISTING IRRIGATION MAINLINE PROTECT-IN-PLACE EXISTING DRIP IRRIGATION SYSTEM PROTECT-IN-PLACE CONTRAC OR TO RETROFIT EXISTING IRRIGATION SYSTEMS 15A, 16A, AND 17A ADJACENT TO NEW PEDESTRIAN WALK WAY. C NTRACTOR TO OBTAIN R FER TO IRRI ATION AS-BUil OL__----.======~-====9c=====9===========~ FIELD LIGHTING ( .) '•.· .. THREE 3" SLEEVES. NEW IRRIGATION MAINLINE EXISTING HISTORIC RETAINING WALi. TO REMAIN PROPOSED BUILDING .~ F. = 47.40 EXISTING PARKING 6' CHAINUNK FENCE EXISTING DRIP IRRIGATION SYSTEM PROTECT-IN-PLACE BEE CH CMLI RETAINING WA .. ., . EXISTING PARKING LOT PROTECT-IN-PLACE - GRADING NOTE: CONTRACTOR TO PROVIDE POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS AWAY FROM BUILDING AND STRUCTURES TO SUB-SURFACE DRAINAGE SYSTEM DRAINS IN IRRIGATION LEGEND CONTROLLER "A" S'1MBOL MANUFACTURER/MODEL NO. PSI RAD. QUARTER HALF FULL DETAIL OlR HALF FULL PRECIP. PRECP. PRECP. REF. NO. PLANTING AREAS. CONTRACTOR TO MAINTAIN FLOW LINES IN PLANTING AREAS. SEE CIVIL @ RAINBIRD RWS-B-C-1402 SERIES lREE DEEP ROOT 3' 0.50 SIIT. L4.0 WAlERING S'rSIDI (2 BUBBLERS PER lREE) 30 0.69 NO. 1 .. IMPORTANT NOTE GRADING PLAN FOR GRADES AND DRAIN LOCATIONS. R.B. PRESSURE COMPENSATING MODULE PC-05-1032 30 R.B. DT-o.25 1/4" WIYI. DISlRIBUllON TUBING 2' 0.50 SHT. L4.1 Gl'H NO. I, 2 ' CONTRACTOR SHALL PROTECT IN PLACE EXISTING IRRIGATION SYSTEM AND MAINTAIN FULLY OPERATIONAL DURING THE CONSTRUCTION PHASE. EB RAIN BIRD R.B. TS-025 1/4" TUBING STAKE ONE PC-05-1032 EMITI!R R.B. SEB-6X SUBTERRANEAN EMITTER BOX NORTH R.B. XERI-BIRD-KIT MULTI-OUllET EMISSION DE'IICE PER SHRUB, LIGHT BROWN Scale: 1" - R.B. PC-DIFF-PPI. DIFFUSER CAP 20' CONTRACTOR SHALL RESTORE IRRIGATION SYSTEMS AND REINSTALL IF AFFECTED BY CONSTRUCTION TO ITS ORIGINAL DESIGN INTENT. ~ RAINBIRD PESB-R REMOlE CONlRCl VALVE (SIZE AS INDICAlEO) SIIT. l4.0 NO. 5 2~0 ~10 0~~~20 BASED ON ON-SITE CONDITIONS, CONTRACTOR SHALL INSTALL NEW IRRIGATION WIRES AND/OR REDIRECT WIRES AS REQUIRED PER EXISTING AND PROPOSED IRRIGATION LAYOUT. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT IF SITE CONDITIONS DO NOT REFLECT CONSTRUCTION DRAWING IRRIGATION DESIGN INTENT. ALL PLANTED AREAS ARE TO HAVE 100% IRRIGATION COVERAGE. ALL EXISTING NON-FUNCTIONING EQUIPMENT IS TO REPLACED TO ALLOW FOR 100% COVERAGE. CONTRACTOR TO REPLACE AND REPAIR TO ITS ORIGINAL CONDITION, ANY EXISTING LANDSCAPE, IRRIGATION SYSTEM, UTILITIES, AND STRUCTURES WHICH HAVE BEEN DAMAGED BY CONTRACTOR'S WORK. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE COST TO REPAIR OR REPLACE SAID DAMAGED ITEMS. MODIFICATIONS AS DIRECTED BY THE CITY SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. CONTRACTOR SHALL GUARANTEE THE SURVIVAL OF ALL LANDSCAPE PLANT MATERIAL, THIS INCLUDES ALL AREAS WHERE DAMAGE HAS OCCURRED DUE TO CONSTRUCTION OF NEW IRRIGATION SYSTEM AND ITS SURROUNDING s RAINBIRD ct NB.SON M NIBCO ----APPROVED APPROVED -------APPROVED ------- -------APPROVED ------- XCZ-PRB-100-COM SHT. L4.0 IIERI-BIRD DRIP REMOlE CONlROL VALVE (SIZE f,S INDICAlEO) NO. 6 7645 w I 7641 KEYS SHT. L4.0 DUCK COUPLER (PURI'!£ COVER) NO. 2 T-580 SIil L4.0 BALL VALVE (LINE SIZE} NO. 7 SCH 40 PVC (PRESSURIZE) MAINLINE (1.5" OR SMALLER), CLISS 315 {2" OR LARGER) (PURPLE RECYa.ID PVC) SIIT. L4.0 24" DEEP MINIMUM, INSTALL 2 LAYERS Of WARNING TAPE ABOVE MAINLINE NO. 3, 4 SCH 40 PVC {NON-PRESSURIZED) LATERAL LINE, SIil L4.0 INSTAI.L 12' DEEP MINIMUII (PURPLE RECYa.ID PVC) Mil. 3, 4 PVC SLmES {MAINLINE AND LATERAL) INSTALL PER THE arr Of CAALSBAD STANDARD SIIT. L4.0 lRENCll DETAIL (SIZE MINIMUM 2 TIMES lHE SIZE) {PURPLE RECYa.ID PVC) Mil. 3, 4 SLmES UNDER ROADS: 6" OR LESS IN DIAMETER 36' COVER (SCH. 80) SI.IDES UNDER ROADS: 6" OR MORE IN DIAME1ER 48' COVER {SCH. 80) SI.IDES UNDER PAWIG fNON-ROADSl: l£SS lHAN 3" IN DIAMETER IB" COVER (SCH. 40) SI.IDES UNDER PA~NG NON-ROADS: 3' -5.5' IN DIAMETER 24" COVER (SCH. 40) SI.EEl'ES UNDER PAl1NG (NON-ROADS): 6' OR GREATER IN IIIAMtTER 36" COVER {SCH. 40) SCH 80 PVC SLEEVES {lllRE) INSTALL PER lHE CITY Of CARLSBAD STANDARD SHT. l4.0 lRENCll DETAIL {SIZE AS INDICATIED) (PURPLE RECYCLED PVC) Mil. 3, 4 CONSTRUCTION DRAWINGS • STREET STATION NO. 9+25.00 AREAS. MODIFICATIONS AS DIRECTED BY THE CITY TO REPLACE CONlROllER NUMBER VALVE ~ZE ~ --GPM 1--8---11---*-----DRIP RCV Cal I before you Di G Avoid cutting underground utmty lines. It's costly. THESE "RECORD" DRAWINGS WERE PREPARED FROM INFORMATION Fl.JRNlSHED ENTIRELY OR IN PART BY OTHERS. NO WARRANTY, EXPRESSED OR IMPLIED, IS MADE BY THE LANDSCAPE ARCHITECT OF RECORO, AS TO COMPLETENESS OR ACCURACY OF DATA INCORPORATED INTO THESE DRAWINGS AS RESULT OF WORK BY OTHERS. THE ARCHITECT OF RECORD SHALL NOT BE HELD LIABLE NOR RESPONSIBLE FOR ANY UNAUTHORIZED USE AND OR REPRODUCTION OF SAID "RECORD" DRAWINGS WITHOUT AUTHORIZED PERMISSION. -------------------------------- • USE SITE NO. CARLSBAD BLVD. & BEECH • METER SIZE 2" • SERVICE SIZE 2" • ELEVATION 44.8 • MAX GPM 2A/13 + 34A/125.0 • POC STA TIC PRESSURE 85.0 psi • REQ. DYNAMIC PRESSURE 56.1 psi • AREA SERVED 0.57 ocres (irrigoted) • ANNUAL WATER USE ___ 0=·=93=---ocre ft/yr DAMAGED PLANT MATERIAL SHALL BE RPOVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CLIENT. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE COST TO REPLACE DAMAGED PLANT MATERIAL. NOTE PRIOR TO OCCUPANCY AND/OR SECURITY RELEASE THE LANDSCAPE ARCHITECT OF WORK SHALL REVIEW/INSPECT THE PROJECT AND PROVIDE A CERTIFICATION LETTER FOR RELEASE OF SECURITIES, AND AN IRRIGATION SCHEDULE AND LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE AS REQUIRED BY THE CITY WATER ORDINANCE. wuu ~Qffi OR 1-800-227-2600 SEE SHEET L4.0 AND L4.1 FOR THE IRRIGATION DETAILS -------------------------------------------------------------- REVISIONS: LANDSCAPE ARCHITECTURE 11688 E. South Street, Suite 201 Artesia, California, 90701 PHONE: (562) 860-1021 CA. LJC.1''0. 121.9 AZ. LlC. NO. B/592 FAX: (562) 860-1091 NV. LIC. NO. 78 Email: kobataassoc@ver;izon.net SCALE: DATE: 1/5/2017 IRRIGATION PLAN L2.0 2 OF 8 CONSTRUCTION DRAWINGS THESE "RECORD" DRAWINGS WERE PREPARED FROtfl INFORMATION FURNISHED ENTIRELY OR IN PART BY OTHERS. NO WARRANTY, EXPRESSED OR IMPLIED, IS MADE BY THE LANDSCAPE ARCHITECT OF RECORD, AS TO COMPLETENESS OR ACCURACY OF DATA INCORPORATED INTO THESE DRAWINGS AS RESULT OF WORK BY OTHERS. THE ARCHITECT OF RECORD SHALL NOT BE HELD LIABLE NOR RESPONSIBLE FOR ANY UNAUTHORIZED USE AND OR REPRODUCTION OF SAID "RECORD" DRAWINGS WITHOUT AUTHORIZED PERMISSlON. ···-···-- ., __ TO R An .. \ · .. . . ··.\ ... 6' CHAINUNK FENCE .. . . ll: . . J .\.·· .. ·. m il .• ·~·. EXISTING STRUCTURE I •• \ PLANTING NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILlllES. 2. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS SHOWN WHEN IT IS OBVIOUS THAT UNKNOWN CONDITIONS AND/OR OBJECTS EXIST THAT MAY NOT HAVE BEEN KNOWN DURING THE PREPARATION OF THIS PLAN. SUCH CONDITIONS OR OBJECTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CLIENT'S REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 3. ALL EXISTING IMPROVEMENTS, MATERIALS, AND PLANT MATERIAL IS TO REMAIN IN THE CONSTRUCTION AREA, AND SHALL BE PROPERLY AND ADEQUATELY PROTECTED FROM DAMAGE DURING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY EXISTING ITEMS DAMAGED OR DISTURBED AS APPROVED BY THE CLIENT'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE CLIENT. 4. CONTRACTOR SHALL VISIT SITE PRIOR TO BID. NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED FOR ACTUAL OR CLAIMED DISCREPANCIES BETWEEN EXISTING SITE CONDITIONS, AND THOSE SHOWN ON PLANS. 5. PLANT QUANllllES INDICATED IN PLANT LIST SHALL BE VERIFIED BY CONTRACTOR FROM PLAN PRIOR TO BID. CONTRACTOR TO PROVIDE AND INSTALL ALL PLANTS AS INDICATED ON PLAN. 6. CONTRACTOR TO INCORPORATE COMPOST @ THE RATE OF AT LEAST FOUR CUBIC YARDS PER 1,000 SQ.FT. TO A DEPTH OF 6" INTO LANDSCAPE AREA (UNLESS CONTRADICTED BY A SOIL TEST). ALL SOIL PREPARATION MATERIALS ARE TO BE STOCKPILED ON SITE AND APPROVED BY CLIENT'S REPRESENTATIVE FOR QUANTITY AND MATERIALS PRIOR TO INSTALLATION. SEE SPECIFICATIONS FOR REQUIRED SUBMITTAL OF INVOICES AND DELIVERY SLIPS. ALL 7. ALL TREES WITH IN 5 FEET TO PAVING, WALLS, AND BUILDINGS SHALL BE INSTALLED WITH APPROVED ROOT BARRIER. 8. FINISH GRADE TO BE 2" BELOW ALL WALKS, CURBS AND PAVING. 9. CONTRACTOR TO GUARANTEE ALL SHRUBS FOR 90 DAYS FROM DATE OF ACCEPTANCE BY THE CLIENT AND ALL PALMS AND TREES, FOR ONE YEAR FROM DA TE OF ACCEPTANCE BY THE CLIENT. 10. BACKFILL MIX, ALL TREES AND SHRUB PITS TO BE BACKFILLED WITH FOLLOWING BACKFILL MIX. 6 PARTS ROCK FREE ON SITE SOIL. 4 PARTS NITROLIZED WOOD SHAVINGS. 15 LBS. GRO POWER (5-3-1) COMMERCIAL FERTILIZER PER CUBIC YARD OF MIX. PALMS TO HAVE 100% BACKFILL WITH WASHED PLASTER SAND. 11. PLANT PITS TO BE PER SHRUB PLANllNG DETAIL ON PLANS. BACKFILL WITH BACKFILL MIX AND COMPACT TO 80% UNLESS OTHERWISE NOTED. PLACE RECOMMENDED TABLETS BETWEEN THE BOTTOM AND THE TOP OF THE ROOT BALL, BUT NO HIGHER THAN 1 /3 OF THE WAY TO THE OF THE ROOT BALL. 12. ALL PROPOSED SHRUB AREAS TO BE TREATED WITH A PRE-EMERGENT HERBICIDE (EPTAM/RONSTAR). APPLY PER MANUFACTURERS RECOMMENDATION, IMMEDIATELY AFTER PLANTING. A SECOND APPLICATION MAY BE APPLIED IF RECOMMENDED BY THE MANUFACTURERS SPECIFICATION AND AGAIN AT THE END OF 90 DAY MAINTENANCE PROGRAM. 13. ALL PLANTING AREAS TO RECEIVE A 3" LAYER OF 3/4" - 1 1/2" PARTICLE SIZE DECORATIVE BARK. 100% OF ALL TREES, STUMPS, ROCKS, VEGETATION, AND ASSOCIATED SOILS PRIMARILY FROM THE CONSTRUCTION 14. WILL BE REUSED OR RECYCLED. ---· ------------··--·· -------.. -·------ ~ . :=------------=--_---=--_J]_ =----____J 3' -o• HIGH CMU RETAINING WALL OL__-----.============c9=====c9============== FIELD LIGHTING ( .) NET SUPPORT POLE . : .. EXISTING HISTORIC RETAINING WALL TO REMAIN EXISTING PARKING F.F. = 47.40 6' CHAINUNK FENCE CMU RETAINING W "' -.. ·:. ., . ~ .. ·, ·"' ... EXISTING PARF::ING LOT E::~~::;;~~~;~~==1~§§~:;;~:::;~;~ ' . --~ .• ,,,,.· ~ ··."' . ~. . --. "' ... ,_ ---"'" -. ~-·_,_ :• .. _,~· -. _-, . . . , .. ', ,. . · .... • BEE CH - PLANTING LEGEND SYM QTY A 2 B 3 1 6 2 12 3 35 4 26 5 5 6 3 7 16 8 9 9 15 LEGEND SIZE BOTANICAL NAME 24"8 ARBUTUS U. 'MARINA' 24"B CERCIDIUM FLORIDUM 5GAL AL YOGYNE HUEGELII 5GAL CALLIANDRA ERIOPHYLLA 5GAL FESTUCA MAIRE! 5GAL LOMAN DR A L. 'BREEZE' 5GAL NANDINA DOMESTICA 'COMPACTA' 5GAL JUNIPERUS C. 'COLUMNARIS' 5GAL ANISACANTHUS Q. 'MEXICAN FIRE' 5GAL CAESALPINIA P. 'PHOENIX BIRD' 5GAL ELEAGNUS PUNGENS EXISTING PLANT MA TERI AL TO REMAIN PROTECT IN PLACE NEW LOCATION OF EXISTING ARECASTRUM ROMANZOFFIANUM/QUEEN PALM EXISTING QUEEN PALM TO REMAIN PROTECT IN PLACE NOTE: COMMON NAME Ko NCN L BLUE PALO VERDE L BLUE HIBISCUS L FAIRY DUSTER L ATLAS FESCUE L SPINY-HEADED MAT RUSH L HEAVENLY BAMBOO L BLUE COLUMN JUNIPER L DESERT HONEYSUCKLE L DWARF PONCIANA L SIL VER BERRY L WUCOL IV PLANT FACTOR SHOWN ON PLANT LIST FOR CITY OF CARLSBAD. •, ..... NORTH Scale: 1" -20' EXISTING GEIJERA PARVIFLORA TREE TO REMAIN PROTECT IN PLACE 2~0 _10 0~~~20 -+--~--+--SYM CALL-OUT SYMBOL -LI-~-SIZE QTY MAINTENANCE RESPONSIBILITY THE LANDSCAPE MAINTENANCE SHALL BE THE RESPONIBILITY OF THE NAVY / ARMY ACADEMY. GRADING NOTE: CONTRACTOR TO PROVIDE POSlllVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS AWAY FROM BUILDING AND STIRUC1URES TO SUB-SURFACE DRAINAGE SYSTEM DRAINS IN PLANTING AREAS. CONTIRACTOR TO MAINTAIN FLOW LINES IN PLANTING AREAS. SEE CIVIL GRADING PLAN FOR GRADES AND DRAIN LOCATIONS. Cell before you D3 G Avoid cutting underground utility lines. It's costly. ffiluJ ~via OR 1-800-227-2600 SEE SHEET L4.0 AND L4.1 FOR PLANTING DETAILS REVISIONS: LANDSCAPE ARCHITIECTURE 11688 E. South Street, Suite 201 Artesia, California, 9070 l PHONE: [562) 860-1021 CA. LIC. NO. 1219 AZ. LIC. NO. 8892 FAX: (562) 860-1091 XV. LIC. NO. 78 Email: kobataassoc@verizon.net SCALE: DATE: 1 /5/20' 7 PLANTING PLAN L3.0 3 OF 8 SLEEVE CLEAN SAND BACKFILL CONTROL WIRE FINISH GRADE LATERAL LINES WARNING TAPE (TWO LAYERS) NOTES: a. All pjastic piping to be sna~ed in trenches b. Bundh,, & t~ wiring at 10 intervals c. Tie a loose 24" loop in wiring every 100 feet and at changes of direction greater th an 30'. Untie all loops after all connections hove been made. d. Install all cOTitrol wire on the underside of th~ main line pipe. e. Pjpe cover for 2" clia, and larger shall be 24 . f. Pipe cover for 1-1/2 and smaller shall be 18". g. Common trench wilh other utflities is prohibited TRENCHING SCALE: N.T.S. 4 SCALE: N.T.S. 8 " MIN. CLEARANCE -"!: • •. ,•. .. ' <11,4 ..... ' >:: >:: NOTES: ··. • · PAVING SLEEVES OEPTH VARIES SEE IRR. LEGEND ~=:.__pvc CAP (TYPICAL) 1. ALL PVC IRRIGATION SLEEVES TO BE SCH. 40 OR SCH. 80 PIPE. (SEE IRR. LEGEND) 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE SEE MINIMUM SLEEVE COVERAGE NOTE SHEET 2 SLEEVE TRENCHING SCALE: N.T.S. 3 FINISH GRADE /, ROUND VALVE BOX W/ LOCKING COVER FINISH SURFACE IN PAVED AREA 1" TUR -'---.C...:C,~lt-,,,.,-,,-..,.-,r,-ri',-,,.,+-:,------~ . I--i' 111 I i' 11r1 ,111=-I:=-' 1.--r--EXTENSION AS REQ'D SHUT OFF VALVE SCH 80 PVC PVC UNION (DOWNSTREAM) PVC SxT COUPLING PRESSURE MAINLINE ~~g~og:¥;og~og~og'/go~go~~--COMMON BRICK (4 PER VALVE) 000000000000 [;g!&gg1gg~g~gg~go~/~---FILTER FABRIC '----1 CU. FT. 3/4" CRUSHED GRAVEL NOTE: 1. AREA AROUND VALVE BOX CAN BE EITHER PLANTED, HARD SURFACE, OR COMBONATION. 2. CLOSE NIPPLES SHALL NOT BE USED 3. ALL PIPE FITTINGS SHALL BE PVC SCH 80 UNLESS OTHERWISE NOTED. 4. VALVE BOX SHALL BE ONE OF THE FOLLOWING CASES AS SPECIFIED ON PLANS. CASE 1 -CONCRETE BOX WITH LOCKING CAST IRON COVER. CASE 2 -PLASTIC BOX WITH LOCKING COVER PLASTIC COVER 5. CRUSHED ROCK SHALL COVER VALVE BOX PIPE OPENING TO PREVENT SOIL ENTRY BALL VALVE RECYCLED WATER DO NOT DRINK @ SCALE: N. T.S. SCALE: N.T.S. 7 11\STALL \1V-f-Ya" STAIN_'.:::SS ST:::[L 3C·LT fl..T A \/IN Pv11.,~~ CF T11VO LOCATIONS. i----LE\IGT~ AS RE·JUIR~D-LSE 1" C, . .0..\1ETE=; 'vV/\SHER TC) PRO-~CT S:G\J. i-------1/L" G,ti,L'v'Al\iZED s-cE_ U-C HAN:\ EL, 0~ BOX ::JCS 1- ' ' 1 211 • • LL II ' • ' NOlES: 2 CU. FT. MINIMUM PEA GRAVE PRESSURE MAINLINE J / SCH. 40 GALV. 36" STAKE_/ WITH 2 SPRINKLER TIES A. Valve box lid shall be branded to identify quick coupler, see Branding Guide below B. Attach reclaimed water identification tags or potable water used for irrigation identification tags. C. ACME thread pipe 1ype device for reclaimed water use. 10" ROUND VALVE BOX QUICK COUPLER W/ LOCKING COVER LATERAL LINES TO SPRINKLERS BRASS 90 DEGREE STREET ELL BRASS NIPPLE LENGTH AS REQUIRED BRASS 90 DEGREE STREET ELL D. Pin lock type device for potable water use. E. "Quick coupler valves shall be of a type approved for recycled water use". QUICK COUPLER SCALE: N.T.S. 2 30-INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION (1 OF 2) VAL VE BOX WITH COVER: 24-INCH SIZE PVC SCH 80 NIPPLE (CLOSE,1 OF 3) FINISH GRADE TOP OF MULCH \ PVC SCH 40 COUPLIN,......~1--..,...;-------,1---1----~..,.,..+-- PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 80 NIPPLE r::t:;=::=:J PVC SCH 40 MALE ADAPTER (LENGTH AS REQUIRED) I PVC SCH 40 'Jt~~~,~~!!t~~~: TEE OR ELL >, PVC MAINLINE ....__.-1-----,1--~-+--,i---+---I-----'.----" BALL VALVE: RAIN BIRD MODEL XBV-075 REMOTE CONTROL VALVE: RAIN BIRD MODEL PESB-100 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC SCH 80 UNION FOR SERVICING ASSEMBLY INLINE PRESSURE REGULATOR: RAIN BIRD MODEL PSI-M40X-100 FOR MEDIUM FLOW INLINE BASKET FILTER: RAIN BIRD MODEL QKCHK-100 DRIP REMOTE CONTROL VALVE SCALE: N.T.S. C.M.W.D. RECYCLED WATER PROPER SIGNAGE ALL FR0°ER Sl'.?l\,.c,.G~-, P..S Sf-C1V·/I\ 3 [LO'.f,/, l·./!JST 8 E i\! PL,A.C C: PR CR TO 11\SSUJ>.[\JCE o.:· /1 .. JL~f;p=:::; CR \/E_I-ER -=-C)R YO\..~ SYs-:E~./. F.l, ~J=;:: TO l:\S-l\Lc.. THE =;::::JJIR[J SIGNS P[~ C V\1-/J STA\:Ji\RJS ··,\/,L1.__ JE: _ _,!\Y YC)L.'R r,~ET::~ S::T, GR c;:EC)J::ST FCR /, JUfv'iPE..:.Z. i~ A SYSiEV IS F,J!..,NL) TO EE o::i·~~R.b..TNG ()N .A. vLh/FE~ 0~ lvlET~~~ ',/·/T---lC)L----,_ PRC:JE~ SGi\.S S::i\G li\STP..L1_EC, '•,1Vi~L 3E GiV::N LB ---lou;s i\,'.)-;-::::::: T:) l:\SiA~-PRc:::r:::R S!Ci\.S B EFCRE. C Vi\1\/r:J './'/I_ .... LOC ,< C)=-~ EX STi[\::; JL'v1P:...:;;s OR ~J:~iERS. C Vl\1\/J \/v' ~L.. NO-3 E c;:Fs~ONS18 LE FC~ .i\i\Y SLS SE01J:::\JT LA.~..=,sc.i\F~ VIA-f:RIA! --f--AT lv1AY '/v'ITd:::R 1-\"\C C'E AS ;\ '\=SJL..,.. o=-1.\ ,,_U\iPE:::; Cf\ :v1:::-ER 2 [I\JG _·JC KEO CFF. REQUIRED SIGNAGE FOR RECYCLED WATER USE AREAS: ALL 'JS~ A.RE.ts.S A.cc:::sS1:3L'::: -o -nE 0 1J[3 LIC SHA_L G:::: :JOST[C VVIT--1 SIG\S (f·./:!\IVI~,\/ 2 :JER lv1::-:::R) -:-n.b..-A~:. \-'iSi8 LE TC T"lC.. 0 JELIC li\.;'.l., SIZE ~O LESS -·~.D.\J L li\C-C:-S YIGH dY 5 INC-i:""S '.;\1!J[. 6 RECYCLED WATER POST SIGN SCALE: N.T.S. 0 -----------~--· TREE TRUNK CRUSHED GRANITE --- FINISH GRADE --- GRATED CAP (PURPLE) ___ _..- HUTNTER 0.50 GPM ___ ..,. PCB BUBBLER HUNTER HVC CHECK VALVE (OPTIONAL; ___ ..,. PATENTED STRATAROOT ASSEMBLY----- :', \Iv' u 0 A. ~/: - ' -r [_ ~ s R T r ~ DW DW DW DW DW DW DW DW DW DW DW DW LATERAL TEE OR ELL LATERAL PIPE __ .::__.,- ROOT INTRUSION BARRIER-------<:.... NC-C:: NS-AL~ n~ \J-:::R =-1_'E~ FA3RI~ SLE~··/::- #R ZVVS-SL==t..\t'.:: 36" LONG CIClg§ coco= i,;igooc,:11::n:Jcc DEEP WELL TREE BUBBLER SCALE: N. T.S. 1 .,,---24" COILED LOOPD ,,---WATER PROOF CONNECTION (1 OF 2) ,----ID TAG ,----VALVE BOX WITH COVER: 12-INCH SIZE ~---FINISH GRADE/TOP OF MULCH ,,---REMOTE CONTROL VALVE: ,,---PVC SCH 80 NIPPLE ( CLOSE) ,,--PVC SCH 40 ELL ,,---PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) n~~/--BRICK (1 OF 4) SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 4'0 ELL ~-PVC SCH 40 TEE OR ELL ~-PVC SCH 40 MALE ADAPTER ~-PVC LATERAL PIPE ~-3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL REMOTE CONTROL VALVE SCALE: N. T. S. R \/1/ E " r r -'-, I L E A R r, \;I F n u RW RW RW RW RW RW RW RW RW RW RW RW RECYCLED WATER c L :; BRANDING GUIDE r, :-L V -:.... -, T I ~ E G 0 R N R 0 ' COMM GR (STATION #) MV FS GV Fl BS MS SB QC FVA COMMUNICATION SPLICES GROUNDING RODS REMOTE CONTROL VALVES MASTER VALVES FLOW SENSORS GATE VALVES FERTILIZER INJECTORS BASKET STRAINERS MOISTURE SENSORS SPLICE BOX QUICK COUPLERS FLUSH VALVE ASSEl'116LY :) BRANDING GUIDE SCALE: N.T.S. 9 ---.. ---~----- REVISIONS: LANDSCAPE ARCHITECTURE 11688 E. South Street, Suite 201 Artesia, California, 90701 PHONE: (562) 860-1021 CA. LIC. NO. 12L9 AZ. LIC. NO. 8892 FAX: (562) 860~1091 NV. LIC. NO. 78 Email: kobataassoo@verizon.net SCALE: DATE: 1/5/2017 DETAILS IRRIGATION L4.0 4 OF 8 I • L ~-WAlER BASIN FINISH GRADE :::i:::::_-~~=--RWTBALL "m= ill~ ------)lcl-l ---FERTI.JZER TABLETS , (PER PLANTING NOlES) --1-----BACKFILL PER NOlES SHRUB PLANTING SCALE: N.T.S. 4 FINISH GRADE GROUND COVER #3 REBAR CENTERED 1 r 3/8" RADIUS TYP. i 1· LFINISH GRADE TURF --,l<---~o--0 -+---i--1--if-( I I 1-1 I l==I I ' -~~TT"""""~ 00 0 11111111111111111D 1=- 0 -, I _, POURED IN PLACE NOTE: COMPACTED SVBGRADE STEEL 1ROWEL FINISH CONC. HEADER 6" WIDE X 6" DEEP 6" INSTALL 1/4" DEEP SCOREUNES @ 10' O.C. \,~,JC:2 I IE [R '--<".- cGJAL -~s ~E::r::: CONCRETE HEADER SCALE: N.T.S. 8 SC~EV [R 30_T AS CJI\D:-=o~s ~E!JJR::: 1' 1' cSP~LERC:D "LA~-1' 6' DR \J =NC:: VINE ON WALL s-AIN_C:SS s-1_ ',/AS-IER AS ClJ\J:=;l -I[NS R~QJ:2E ~CT:: Ph!I\T BJL T [R seq[\./ TJ ~ATCH ~OJI\T=N~ SJR~~c~ SCALE: N.T.S. 2 1/2 X O.C. SPAClNG EDGE OF HAffllSCAPE OR TIJRf ---, SEE PLANT LEGENO FOR O.C. SPACING ESTABLISH FINISH GRADE 2" BELOW FINISH SURFACE OF HARDSCAPE/CURB 1/2" DEEP LA YER OF NITROLIZED BARK MULCH ,r . . ... . .. I IT! ·w .1.li!=lil=III ~11E11E --,-,,-.-.. -, -w-1 Ill Ill 11~111 11r11w1011 !1 L!l~ll-'~ILIISISII 11n11 111~1811 IILI -1 11=-I 1 ,-I I 1-::111 I ' 1_111=m~ I I l---:=J [ I_[ I l:- TillED AND AMENDED PLANTING BED PER PLANTING NOTES. -r; 1 1 1:1=TTT-''~ UNDISTURBED NATI\IE SDIL SUBGRADE NOlES: ROTOTILL AREAS BEING AMENDED SECTION ;--PLANT LOCATION I A -(TYP. SYMBOL) TRIANGULAR SPACING EDGE OF PLANTING OR PAVING GROUND COVER SPACING ----/ ........ TO A DEPTH OF 6". BLEND AMEND- MENTS INTO NA 11\IE SOIL TO A VOID ANY DISTINCT SDIL HORIZON. SEE PLANTING LEGEND FOR SPACING DIMENSIONS SCALE: N.T.S. 3 / " / " _/r----~ -J // ---.,fL-----5 I-'&./! ----f z ~ 1:, I <D b I "' I \ I ~-TREE TRUNK \ I I \ DEEPROOT BARRIER UB 24-2 I ~-ROOT BARRIER ALONG PA,1NG EDGE I \ IASTALL PER MANUFACTURERS RECOMMENDATIONS ___ _j_ _.,..,,. - TREE ROOT BARRIER / / '--CONCRElE PA"1NG SCALE: N.T.S. 7 -J_J..----RUBBER CINCH TIES OR APPROVED EQUAL. ¢::::::::;;:;,i ATTACH CINCH TIES TO LODGE POLE WITH GALVANZIED SCREWS 1+-----2-2" DIA. LODGE POLE STAKE 12· 12· MAX. MAX. 2x ROOTBALL DIAMETER 10' LONG. ~--ROOTBALL ~-WATER BASIN. REMOVE ONCE PLANT IS ESTABLISHED. ~-BACKFILL PER GENERAL NOTES FINISH GRADE r==---NATIVE SOIL .'4==----3/4" GRAVEL ~'"'---FERTILIZER TABLETS AS REQUIRED. SEE PLANTING NOTES ROOT BARRIER IN TURF AREAS. NOlES: ARBOR GUARD REQUIRED TREE PLANTING / STAKING SCALE: N.T.S. 1 -· -·-·· -----·-------- ..... -,1' '-1 , 11 ' 11 15 CD SINGLE-OUTLET DIFFUSER: RAIN BIRD DBC025 DIFFUSER BUG CAP I';;\ 1/4-INCH VINYL DISTRIBUTION I..=,) TUBING: RAIN BIRD DT-025 h\ 1/4-INCH TUBING STAKE: \::!.J RAIN BIRD TS-025 TOP OF MULCH FINISH GRADE FLEX RISER STAKE: RAIN BIRD RS-025 @ RETROFIT PRESSURE REGULA TOR: RAIN BIRD PRS-050 @ PVC SCH 80 CLOSE NIPPLE @ 3-INCH MIN. DEPTH OF 3/4 -INCH WASHED GRAVEL PVC SCH 40 TEE OR ELL PVC LATERAL PIPE ZIP TIE ~-OTEiHE XBD-KIT iNCLUDES: ONE XBD-81 UNIT, 50 FEET 1/4-INCH VINYL DISTRIBUTION TUBING, EIGHT BUG CAPS, AND EIGHT TUBING STAKES. BELOW GRADE DRIP EMITTER ASSEMBLY SCALE: N.T.S. 2 COMPACTED SUBGRADE REAR OF PLANTING PITS SHALL BE GRADED TO A 1: 1 MAX. INSTALL EROSION CONTROL FABRIC. SHINGLE NAIL LODGE POLE TREE TRUNK (lNCH TIE OR EQUAL (DO NOT '!'MST) ----< I+-----2-2"' DIA. LODGE POI.£ STAKE 2ic ROOTBAU. DI ElER 10' LONG. ~--ROOlBALl ~-WAlER BASIN. REMOVE ONCE PLANT IS ESTABLISHED. ~-BACKFILL PER GENERAL MOlES FINISH GRADE "'fl'---3/4" GRAVEL .:.iJ~r--FERTI.JZER TABLETS AS REQUIRED. SEE PLANTING NOlES PREVAILING \\IND DIRECTION TREE STAKING @ SLOPES SCALE: N. T.S. FINISH GRADE 12· ~-PRECAST CONCRETE PAD 12" X 12" SQUARE 12· 6 CONCRETE STEPPING STONE SCALE: N.T.S. 0 ROOlBALL NOTE: TuBING J[STH o 61' vJI~, FR"\1 ~ G, ONE EMITTER PER SHRUB, LOCATE EMITTER ABOVE ROOTBALL. THREE EMITTERS PER TREE, TRIANGLE SPACE EMITTERS AROUND TREE CROWN THREE FEET APART. 18" SHRUB EMITTER ASSEMBLY SCALE: N. T.S. 1 REAR Of PLANTING PITS SHALL BE GRAW) TO A 1: 1 MAX. ~-ftSTAU. EROSION CON1ROL FABRIC. ~-WAlEft BASN FINISH GRADE 0--31-r---FERlll.llER TA61.£TS (PER PLANllNG NQlES) SHRUB PLANTING ON SLOPES SCALE: N.T.S. 5 ,., ' / ' 4" 20'-Q" ,,, , /1/8" SAWCUT HORT&: VERT. SURFACES TYP. ~ EQ. / EQ. I,, ' ' 24" .. · " . -r--· .. ~: :. .. -~--·.-~.",I• .· ·. • .. ·.. . ... . . .. ·. ~. . -... . 4 4 ... • -~ i . .-,• : : . ~i- ... -~. -:~·----~ :-·.-:;~: ~-.-. ·,i EQ. PLAN VIEW IJ EQ. IJ ' ' #3 REBAR HORT. TOP/ BOTTOM 1" RADIUS TYP. 1-1 /2" REVEAL #3 REBAR VERT. CAGE @ 24" O.C. POURED IN PLACE CONCRETE · · ··1 ··. .. • · · .-· •· FINISH GRADE TURF --------'l~---I:::} ·.~ -~·: ~. ··: ' •: 1 --- .,.,.,-,,,--,,,---trn-,,1. : I-• •. ·. :· . :i • I I 111 111 11 ,-=--111 -1,1 iz ''-111 :~:.~~~~~L':-111 -Ill -111- -I -1 -I I •. -.. -. -.,d .• . . I--. 111-i == . • ==I . • 1== 1-111 I I i-NOTE: 11=11 /==I I 1-=l j J=I J l=-1 1 ,_, 1 I _I I 1==1 i 1-NATURAL GREY COLOR -, 1-1_-, · -'-1 -, ,-. MEDIUM SANDBLAST FINISH SECTION VIEW MONLITHIC CONCRETE BENCH SCALE: N.T.S. 9 ---·-------------~-~ ---------------~~··-··-·-------·· REVISIONS: ... LANDSCAPE ARCHITECTURE 11688 E. South Street, Suite 201 Artesia, California, 90701 PHONE: (562) 860-1021 CA LIC. NO. 1219 AZ. LlC. NO. 8892 FAX: (562) 860-1091 NV. LIC. :'iO. 78 Email: kobataassoc@verizon.net SCALE: DATE: 1/5/2017 DETAILS IRRIGATION & PLANTING L4.1 5 OF 8 1. 2. PLANTING NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS SHOWN WHEN IT IS OBVIOUS THAT UNKNOWN CONDITIONS AND/OR OBJECTS EXIST THAT MAY NOT HAVE BEEN KNOWN DURING THE PREPARATION OF THIS PLAN. SUCH CONDITIONS OR OBJECTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CLIENT'S REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 3. ALL EXISTING IMPROVEMENTS, MATERIALS, AND PLANT MATERIAL IS TO REMAIN IN THE CONSTRUCTION AREA, AND SHALL BE PROPERLY AND ADE QUA TEL Y PROTECTED FROM DAMAGE DURING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY EXISTING ITEMS DAMAGED OR DISTURBED AS APPROVED BY THE CLIENT'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE CLIENT. 4. CONTRACTOR SHALL VISIT SITE PRIOR TO BID. NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED FOR ACTUAL OR CLAIMED DISCREPANCIES BETWEEN EXISTING SITE CONDITIONS, AND THOSE SHOWN ON PLANS. 5. PLANT QUANTITIES INDICATED IN PLANT LIST SHALL BE VERIFIED BY CONTRACTOR FROM PLAN PRIOR TO BID. CONTRACTOR TO PROVIDE AND INSTALL ALL PLANTS AS INDICATED ON PLAN. 6. CONTRACTOR TO INCORPORATE COMPOST @ THE RATE OF AT LEAST FOUR CUBIC YARDS PER 1,000 SQ.FT. TO A DEPTH OF 6" INTO LANDSCAPE AREA (UNLESS CONTRADICTED BY A SOIL TEST). ALL SOIL PREPARATION MATERIALS ARE TO BE STOCKPILED ON SITE AND APPROVED BY CLIENT'S REPRESENTATIVE FOR QUANTITY AND MATERIALS PRIOR TO INSTALLATION. SEE SPECIFICATIONS FOR REQUIRED SUBMITTAL OF INVOICES AND DELIVERY SLIPS. 7. ALL TREES WITH IN 5 FEET TO PAVING, WALLS, AND BUILDINGS SHALL BE INSTALLED WITH APPROVED ROOT BARRIER. 8. FINISH GRADE TO BE 2" BELOW ALL WALKS, CURBS AND PAVING. 9. CONTRACTOR TO GUARANTEE ALL SHRUBS FOR 90 DAYS FROM DATE OF ACCEPTANCE BY THE CLIENT AND ALL PALMS AND TREES, FOR ONE YEAR FROM DATE OF ACCEPTANCE BY THE CLIENT. 10. BACKFILL MIX, ALL TREES AND SHRUB PITS TO BE BACKFILLED WITH FOLLOWING BACKFILL MIX. 6 PARTS ROCK FREE ON SITE SOIL. 4 PARTS NITROLIZED WOOD SHAVINGS. 15 LBS. GRO POWER (5-3-1) COMMERCIAL FERTILIZC:R PER CUBIC YARD OF MIX. PALMS TO HAVE 100% BACKFIL:.. WITH WASHED PLASTER SAND. 11. PLANT PITS TO BE PER SHRUB PLANTING DETAIL ON PLANS. BACKFILL WITH BACKFILL MIX AND COMPACT TO 80% UNLESS OTHERWISE NOTED. PLACE RECOMMENDED TABLETS BETWEEN THE BOITOM AND THE TOP OF THE ROOT BALL, BUT NO HIGHER THAN 1 /3 OF THE WAY TO THE OF THE ROOT BALL. 12. ALL PROPOSED SHRUB AREAS TO BE TREATED WITH A PRE-EMERGENT HERBICIDE (EPTAM/RONSTAR). APPLY PER MANUFACTURERS RECOMMENDATION, IMMEDIATELY AFTER PLANTING. A SECOND APPLICATION MAY BE APPLIED IF RECOMMENDED BY THE MANUFACTURERS SPECIFICATION AND AGAIN AT THE END OF 90 DAY MAINTENANCE PROGRAM. 13. ALL PLANTING AREAS TO RECEIVE A 3" LAYER OF 3/4" - 1 1/2" PARTICLE SIZE DECORATIVE BARK. 6'-0" HIGH WROUGHT IRON FENCE .· ... ~ •·· .. i ·\·.· .. .Q ! .·.· . !;. . . . ~·---------~---------- ~-,-'V~~;--~-AND CARISSA MACROC RPA 'BOX BEAUTY" (NA AL 6' CHAINLINK FENCE EXISTING SlRUClURE 3' -0" HIGH CMU RETAINING WALL UM ADJACENT TO EW PEDESTRIAN WALK W Y. 0'---r===========B=====B============= FIELD LIGHTING ( .) EXISTING HISTORIC • •. RETAINING WALL TO h----REMAIN EXISTING PARKING ~-,~-. ·---.·. ', CMU RETAINING WA -.. _ ·-~ . ·· .. ·-~ EXISTING ELECTRICAL VAULT IL...,.,.~-~.,.=· :-'.". :·•. ,. ~~' . ,_ ·-.~·-... .• _ll\~--\ a. t=• ~;;~~?~~~• ~~ \ BEECH 100% OF ALL TREES, STUMPS, ROCKS, VEGETATION, AND ASSOCIATED SOILS PRIMARILY FROM THE CONSTRUCTION 14. WILL BE REUSED OR RECYCLED. CONSTRUCTION DRAWINGS THESE "RECORD" DRAWINGS WERE PREPARED FROM INFORMATION FURNISHED ENTIRELY OR IN PART a~ DM'ERS. NO WARRAND'; EXPRESSED OR IMPLIED, IS ~ADE BY THE LANDSCAPE ARCHITECT OF RECORD, AS TO COMPLETENESS OR ACCURACY Of DATA INCORPORATED INTO THESE DRAWINGS AS RESULT OF WORK BY OTHERS. THE ARCHITECT OF RECORD SHALL NOT BE HELD LIABLE NOR RESPONSIBLE FOR ANY UNAUTHORIZED USE AND OR REPRODUCTION OF SAID "RECORD" DRAWINGS WITHOUT AUTHORIZED PERMISSION. PLANTING LEGEND SYM QTY A 2 B 3 1 6 2 12 3 35 4 26 5 5 6 3 7 16 8 9 9 15 LEGEND * 0 SIZE BOTANICAL NAME 24"8 ARBUTUS U. 'MARINA' 24"8 CERCIDIUM FLORIDUM 5GAL AL YOGYNE HUEGELII 5GAL BERBERIS T. 'AUREA' 5GAL CALLIANDRA ERIOPHYLLA 5GAL LOMANDRA L. 'BREEZE' 5GAL NANDINA DOMESTICA 'COMPACTA' 5GAL JUNIPERUS C. 'COLUMNARIS' 5GAL ANISACANTHUS Q. 'MEXICAN FIRE' 5GAL CAESALPINIA P. 'PHOENIX BIRD' 5GAL ELEAGNUS PUNGENS EXISTING PLANT MATERIAL TO REMAIN PROTECT IN PLACE NEW LOCATION OF EXISTING ARECASTRUM ROMANZOFFIANUM/QUEEN PALM EXISTING QUEEN PALM TO REMAIN PROTECT IN PLACE EXISTING GEIJERA PARVIFLORA TREE TO REMAIN PROTECT IN PLACE __.,.__ SYM CALL-OUT SYMBOL +--,--+ -r--SIZE QTY COMMON NAME Ko NCN M BLUE PALO VERDE L BLUE HIBISCUS L FAIRY DUSTER M ATLAS FESCUE M SPINY-HEADED MAT RUSH M HEAVENLY BAMBOO L BLUE COLUMN JUNIPER M DESERT HONEYSUCKLE M DWARF PONCIANA M SILVERBERRY M LANDSCAPE CONCEPT NOTES LANDSCAPE SLOPES: SLOPES 6: 1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HERIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD 1 -COVER CROP /REINFORCED STRAW MAITING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP WITIH 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 AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15TH. 8. STANDARD #2 -GROUNDCOVER ONE HUNDERD (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUNDCOVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHURBS (PLANTED FROM A MINIMUM OF 2-\S<1,70>3/4\s" INCH LINERS) SHALL COVER MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). MAINTENANCE RESPONSIBILITY D. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6: 1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACNET TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, AND #3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARD #1, #2, #3, AND #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS. A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHSOF 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 WARRENT IMMEDIATE TREATMENT. GRADING NOTE: THE LANDSCAPE MAINTENANCE SHALL BE THE RESPONIBILITY OF THE NAVY / ARMY ACADEMY. CONTRACTOR TO PROVIDE POSITlVE SURFACE DRAINAGE (2% GRADE IN PLANTING ARC:AS AWAY FROM BUILDING AND STRUCTURES TO SUB-SURFACE DRAINAGE SYSTEM DRAINS IN PLANTING AREAS. CONTRACTOR TO MAINTAIN FLOW LINES IN PLANTING AREAS. SEE CIVIL GRADING PLAN FOR GRADES AND DRAIN LOCATIONS. NORTH Scale: 1" -20· 20 10 0 20 ~~ Call before you Dg G Avoid cutting underground utility lines. It's costly. ®UiJ ~Vffi OR 1-800-227-2600 SEE SHEET L4.0 AND L4.1 FOR PLANTING DETAILS ---·~-- REVISIONS: I LANDSCAPE ARCHITECTURE 11688 E. South Street, Suite 201 Artesia, California, 90701 PHONE: (562) 860-1021 CA. LIC. NO. 1219 FAX AZ. LlC. NO. 8892 : (562) 860-1091 NV. UC. NO. 78 Email: kobataassoc@verizon.net SCALE: DATE: 1/5/2017 LANDSCAPE CONCEPT PLAN LS.O 6 OF 8 ~--~--~- ------ --------··-· CONSTRUCTION DRAWINGS THESE "RECORD" DRAWINGS WERE PREPARED FROM INFORMATION FURNISHED ENTIRELY OR fN PART BY OTHERS. NO WARRANTY, EXPRESSED OR IMPLIED, IS MAOE BY THE LANDSCAPE ARCHITECT OF RECORD, AS TO COMPLETENESS OR ACCURACY OF DATA INCORPORATED fNTO THESE DRAWINGS AS RESULT OF V'IORl< BY OTHERS. THE ARCHITECT OF RECORD SHALL NOT BE HELD LIABLE NOR RESPONSlSLE FOR ANY UNAUTHORIZED USE AND OR REPRODUCTION OF SA!D "RECORD" DRAWINGS WITHOUT AUTHORIZED PERMISSION. ., __ TO RE i"I \ \ •.. · 6'-0" HIGH WROUGHT IRON FENCE I I I L.:: .... , •111!1 I NEW PEDESTRIAN WALi( WAY - --:------- -- -- __ __o__ __ \ ' ! I, \ \ I ·_ .. -.• ~ ·\ . . .. _i_\·.··. __ •.. ·o .. I _· I 5' CHAINUNK FENCE EXJSTING STRUCTURE • J' -0" HIGH CMU RETAINING WALL \ NOTE "I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS. I UNDERSTAND THAT CONSTRUCTION DRAWINGS ARE TO BE PREPARED IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLANS WILL BE PREPARED IMPLEMENTING THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." ALL IRRIGATION MATERIAL INSTALLED TO BE FOR FUTURE RECLAIMED WATER RETROFIT, PIPES, VALVES, HEADS, ETC. MAINTENANCE RESPONSIBILITY THE LANDSCAPE MAINTENANCE SHALL BE THE RESPONIBILITY OF THE NAVY / ARMY ACADEMY. o~-----i============B======B============= CMU RETAINING WA FJELD LIGHTING ( .) ... EXISTING HISTORIC RETAINING WALL TO REMAIN EXISTING PARKING F'ROPOSED BUILDl~G F.F. = 47.40 6' CHAINUNK FENCE . ' • • • . -. ·--·-,, ·-.-:.~ EXISTING PARmm LOT -~ .. ·--· . -:.,. . ~~~~§==~~--~-~--.. . . .-·:.· ·.· ... -.-.,·· ·.· ... · .· ;_,. --• =-~ .- 0 -.,· • , •• -· : .. _,~----·- • 1. 2. 3. 4. 5. 6. 7. 8. 9. BEE CH AVENUE. - WATER CONSERVATION STATEMENT THE FOLLOWING CONCEPTS AND IRRIGATION DESIGN FEATURES WILL BE INCORPORATED INTO THE IRRIGATION SYSTEM TO MAXIMIZE EFFICIENCY AND CONSERVE WATER. PLANT MATERIAL HAS BEEN SELECTED FOR DROUGHT RESISTANCE. ALL PLANTING AREAS ARE TO BE MULCHED WITH 2" LA YER OF BARK MULCH. IRRIGATION VALVE ZONES HAVE BEEN SEGREGATED TO GROUP PLANTS BASED ON PLANT TYPE , SUN AND SHADE EXPOSURES. ALL IRRIGATION HEAD SPACING IS HEAD-TO-HEAD(50% OF THE DIAMETER TO INSURE EVEN WATER DISTRIBUTION. ALL IRRIGATION HEAD NOZZLES ARE MATCHED PRECIPITATED TO INSURE EVEN WATER DISTRIBUTION. ALL IRRIGATION HEADS WILL BE EQUIPPED WITH BUILT-IN ANTI-DRAIN VALVES AND WITH PRESSURE REGULATION TO MINIMIZE LOW HEAD DRAINAGE WATER LOSS AND ELIMINATE WATER LOSS BY MISTING. AN AUTOMATIC IRRIGATION CONTROLLER WILL BE CAPABLE TO REGISTER ETo, MULTIPLE PROGRAMS, AND MULTIPLE START TIMES. AN AUTOMATIC RAIN/SHUT-OFF DEVICE WILL BE INSTALLED. SYNTHETIC TURF IS PROPOSED TO ENSURE NO WATER USAGE. NORTH Scale: 1" -20' 20 10 0 20 ~~ !!iii!~~~ GRADING NOTE: CONTRACTOR TO PROVIDE POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS AWAY FROM BUILDING AND STRUCTURES TO SUB-SURFACE DRAINAGE SYSTEM DRAINS IN PLANTING AREAS. CONTRACTOR TO MAINTAIN FLOW LINES IN PLANTING AREAS. SEE CIVIL GRADING PLAN FOR GRADES AND DRAIN LOCATIONS. Cell before you Di G Avoid cutting underground utffity lines. It's costly. wu_u ~Offi OR 1-800-227-2600 REVISIONS: LANDSCAPE ARCHITECTURE 11688 E. South Street, Suite 201 Artesia, California, 90701 PHONE: (562) 860-1021 CA. LIC. NO. 1219 AZ. LIC. NO. 8892 FAX: (562) 860-1091 NV. LIC. NO. 78 Email: kobataassoc@verizon.net SCALE: DATE: 1/5/2017 WATER ONSERVATIO PLAN L6.0 7 OF 8 CONSTRUCTION DRAWINGS THESE "RECORD" DRAWINGS WERE PREPARED FROM INFORMATION FURNISHED ENTIRELY OR IN PART BY OTHERS. NO WARRANTY, EXPRESSED OR IMPLIED, IS MADE BY THE LANDSCAPE ARCHITECT OF RECORD, AS TO COMPLETENESS OR ACCURACY OF DATA tNCORPORATED INTO THESE DRAWINGS AS RESULT OF WORK BY OTHERS. THE ARCHITECT OF RECORD SHALL NOT BE HELD LIABLE l'IOR RESP0MS1l3LE FOR ANY UNAUTHORIZED USE ANO OR REPROOVCTION OF SAIO "RECORD" DRAWINGS WITHOUT AUTHORIZED PERMlSSION. I \ ~--TOR ,.,. \ \ s·-o· HIGH WROUGHT IRON FENCE NEW PEDESTRIAN WALK WAY . ·. ' •. \ .. ·. . . . .. . !,I . I . 1\ 6' CHAINLINK FENCE . o EXISTING STRUClURE •• 3'-0" HIGH CMU RETAINING WALL IRRIGATION WATER NOTE ALL IRRIGATION WATER WILL BE FOR FUTURE RECYCLED WATER. THIS APPLIES FOR BOTH THE PROPOSED IRRIGATION SYSTEM AND THE EXISTING SYSTEM ON SITE. DATE Water Management Supervisor Water Use Pia Development Services Supervisor _______ _n__ ___ _ . 0 ()~i ~---.,==============~Olcc=:====~0~================ FIELD LIGHTING (J.) eeeeee D PROPOSSD BUILDING F.F. = 47.40 CMU RETAINING W :: . ··\ -. . •. '··.' . 1 .... ·,. . . EXISTING PARKING LOT EXISTING HISTORIC RETAINING WALL TO REMAIN • EXISTING PARKING 6' CHAINUNK FENCE BEE CH WATER USE MAP PROPOSED WATER USE AREA AREA: OF 2,245 SQ. FT. EXISTING WATER USE AREA GRADING NOTE: CONTRACTOR TO PROVIDE POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS AWAY FROM BUILDING AND STRUCTURES TO SUB-SURFACE DRAINAGE SYSTEM DRAINS IN PLANTING AREAS. CONTRACTOR TO MAINTAIN FLOW LINES IN PLANTING AREAS. SEE CIVIL GRADING PLAN FOR GRADES AND DRAIN LOCATIONS. NOTE -. ,, •·' 1·:· •• -. .• <,: •• . , - "I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS. I UNDERSTAND THAT CONSTRUCTION DRAWINGS ARE TO BE PREPARED IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLANS WILL BE PREPARED IMPLEMENTING THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." MAINTENANCE RESPONSIBILITY THE LANDSCAPE MAINTENANCE SHALL BE THE RESPONIBILITY OF THE NAVY j ARMY ACADEMY. 20 NORTH Scc:rle: 1" -20' 10 o~-~20 Coll before you Di G Avoid cutting underground utility lines. It's costly. wuu ~Ow OR 1-800-227-2600 REVISIONS: LANDSCAPE ARCHITECTURE 11688 E. South Street, Suite 201 Artesia, California, 90701 ' PHONE: (562) 860-102! CA. LIC. N0.1219 AZ. LIC. NO. 8892 FAX: (562) 860-1091 NV. LIC. NO. 78 Email: kobataassoo@verizon.net SCALE: DATE: 1/5/2017 WATER USE PLAN L7.0 8 OF 8