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HomeMy WebLinkAboutCT 2019-0004; 330 CHINQUAPIN AVE; Planning CommissionIssue Date: Project: CITY OF CARLSBAD PLANNING COMMISSION Case Name: s3o CJ,,np=f2.'";J /4,,_o.u ,., Case No.:Cr:hi'7-6bt7Y frvD :1.D/']_-Oco'/ / 7 C l)P:lo;q_-001:Z. Exhibit No.: "1,f' -''GG • Date: r/i-/:i.oJ.I Original Issuance: 07/20/20 17-1230 330CHINQUAPIN JEFF GALIZIO 12/3/2020 4:01 :16 PM 330 CHINQUAPIN AVE CARLSBAD CA 02 -000 -SHEET INDEX-planning UJ >-"' 0 UJ :::i View/Shee Cf) Number Sheet Cf) t Discipline Group 0000 COVER 03/07/20 General 01 General A-100 SITE PLAN 03/07/20 A1 09 Architectural A-100.1 ROOF PLAN 03/07/20 A1 09 Architectural A-100.2 BACK UP DIAGRAM 03/07/20 A1 09 Architectural A-100.3 FAR 03/07/20 A1 09 Architectural A-110 BUILDING 1-LEVEL 1 03/07/20 A1 09 Architectural A-111 BUILDING 1-LEVEL 2 03/07/20 A1 09 Architectural A-112 BUILDING 1 -ROOF DECK 03/07/20 A1 09 Architectural A-120 BUILDING 2 -LEVEL 1 03/07/20 A1 09 Architectural A-121 BUILDING 2-LEVEL 2 03/07/20 A1 09 Architectural A-122 BUILDING 2-ROOF DECK 03/07/20 A1 09 Architectural A-130 BUILDING 3-LEVEL 1 03/07/20 A1 09 Architectural A-131 BUILDING 3 -LEVEL 2 03/07/20 A1 09 Architectural A-132 BUILDING 3 -ROOF DECK 03/07/20 A1 09 Architectural A-201 ELEVATION -BUILDING 1 ENI 03/07/20 A2 09 Architectural A-201.1 ELEVATION -BUILDING 1 S/N 03/07/20 A2 09 Architectural A-202 ELEVATION -BUILDING 2 -ENI 03/07/20 A2 09 Architectural A-202.1 ELEVATION -BUILDING 2 -S/N 03/07/20 A2 09 Architectural A-203 ELEVATION -CUSTOM HOUSE W/E 03/07/20 A2 09 Architectural A-203.1 ELEVATION -CUSTOM HOUSE S/N 03/07/20 A2 09 Architectural C-1.0 1 03/07/20 Civil 03 Civil C-2.0 2 03/07/20 Civil 03 Civil C-3.0 3 03/07/20 Civil 03 Civil C-4.0 4 03/07/20 Civil 03 Civil C-5.0 5 03/07/20 Civil 03 Civil C-6.0 6 03/07/20 Civil 03 Civil C-7.0 7 03/07/20 Civil 03 Civil L-100 LANDSCAPE PLAN 03/07/20 LS 04-LANDSACP E L-1 01 PLANTIN GPLAN BLDG 1&2 03/07/20 LS 04-LANDSACP E L-102 PLANTIN GPLAN BLDG 3 03107/20 LS 04-LANDSACP E 1L-103 Unnamed 03/07/20 LS 04-LANDSACP E 1L-104 LANDSCAPE DETAILS 03/07/20 LS 04-LANDSACP ! E TOTAL SHEET COUNT: 32 OVERVIEW CT 2 019-0004 PUD 2019-0004 CDP 2019-0012 330 CHINQUAPIN AVE. CARLSBAD, CA 92008 APN: 206-020-11-00 ZONE: RD-M GENERAL PLAN LAND USE DESOIGNATION: R-23 OCCUPANCY: R-2 GENERAL PLAN LAND USE DESIGNATION: R-23 RESIDENTIAL TOT AL NUMBER OF LOTS PROPOSED: 1 TYPE V-B CONSTRUCTION W/ AUTO SPRINKLERED PER NFPA 13 ADT(Average daily traffic):64 UTILITIES SEWER: CITY OF CARLSBAD WATER: CARLSBAD MINICIPAL WATER DISTRICT ELEMENTARY SCHOOL: CARLSBAD UNIFIED SCHOOL DISRICT HIGH SCHOOL: CALSBAD UNIFIED SCHOOL DISTRICT GPM: 200 GPM FOR 1 HR GPO: 250 GPO/UNIT X 7 UNITS = 1,750 CPD CFS: 2.52 CFS LOT COVERAGE TOT AL LOT AREA: 19,250 SQFT (0.44acre) UNIT : 7 PROPOSED DWELLING DENSITY: 15.9 UNITS/ACRE REQUIED DWELLING DESITY: 15-23 UNITS/ACRE MINIMUM BUILDING SEPERATION: 10 ft. BUILDING AREA: 6,195 SQFT ALLOWABLE LOT COVERAGE@ 0.6 LOT TOTAL COVERAGE PROVIDED: 6, 195/19,250 = 0.32 PER CBC TABLE 506.2: R-2.TYPE V-B WITH SM MAX AREA: 21,000 SQFT LANDSCAPE: 3,727 SQFT PERCENTAGE TO BE LANDSCAPED: 3, 727/19,250=19.4% TOTAL BUILDING AREA: 11 ,264 SQFT. FAR: 11,264/19,250=0.59 PRIVATE RECREATIONAL SPACE MINIMUM TOTAL AREA PER UNIT: 60 SOFT. NUMBER OF UNIT: 7 MINIMUM DIMENSION: GROUND LEV EL: 6' X 10' AREA REQUIRED: 420 SQFT AREA PROVIDED: 420SQFT SEEA-100, A-100.1 FOR BREAK DOWN SITE QUALIFICATIONS ALLOWABLE MAX HEIGHT: 24' WIT!-' FLAT ROOF 30' WiTH 3"/12" PITCH ROOF FROM FINISHED GRADE OR EXISTING GRADE, WHICH ONE IS LOWER PROPOSED MAX HEIGHT: 30' w/ Mlt, 3"/12" PITCH ROOF REQ'D SIDEYARD SETBACK: 5' REQ'D FRONTY ARD SETBACK: 10' WI FULLY LANDSCAPE YARD REQ'D REAR YARD SETBACK: 10' ALLOWABLE PROJECTIONS: 2' INCLUSIONARY HOUSING REQUIREMENT AFFORDABLE HOUSING REQUIRED: 1 AFFORDABLE HOUSING PROVIDED: 1 -UNIT 3 PARKING DWELLING UNITS= 7 EXISTING UNITS DEMOED= 1 PARKING REQUIRED : STUDI0/1 BR: NUMBER OF UNIT: 2 SPACE PER UNIT: 1.5 -at least 1 covered space TOTAL: 3 -at least 2 covered space 2BR+: NUMBER OF UNIT: 5 SPACE PER UNIT: 2 TOTAL :10 ADA VAN PARKING REQ.D. <24 = 1 (One two-car garage or two seperate one-car garage or a one-car garage and a covered or uncovered parking space per unit.) GUEST PARKING: NUMBER OF UNIT: 7 SPACE PER UNIT: 0.3 TOTAL PROVIDED GUEST PARKING: 3 TOTAL PROVIDED ADA PARKING: 1 PARKING REQUIRED = 16 PARKING PROVIDED = 16 SCOPE: DEMO EXSITING ONE STORY SINGLE FAMILY DWELLING AND GARAGE. NEW CONSTRUCTION OF THREE TWO STORY RESIDENTIAL DWELLINGS WITH TOTAL OF 7 CONDOS. BUILDING #1 A TWO-FAMILY BUILDING WITH A 1673 SF THREE BEDROOM UNIT WITH 414 SF TWO CAR GARAGE AND A 1404 SF THREE BEDROOM UNIT W ITH A 448 SF TWO CAR GARAGE. BUILDING lf2. A MULTI-FAMILY BUILDING CONTAINS A 569 SF LOW-INCOME ONE BEDROOM UNIT, A 942 SF TWO BEDROOM UNIT, A 891 SF TWO BEDROOM UNIT AND 650 SF THREE CAR GARAGE. BUILDING#3 A TWO-FAM IL TY BUILDING WITH A 580 SF STUDIO UNIT, A 1944 SF TWO BEDROOM UNIT AND A407 SF TWO CAR GARAGE. DESIGN Team Architect: Ultra-Unit Architectural Studio 1327 Loma Avenue Long Beach, California 90804 I. 562.997.0971 e. cameron@ultra-unit.com Civil Engineer: CJE 1820 S. EL Camino Real. Unit A205 Encinitas, California 92024 t. 619.884.0576 Cutural Resource Smvey: DuDek 405 3rd St. Encinitas, California 92024 t. 740.942.5147 PROPERTY 0\/VNER: g: DuDekJEFF GALIZIO CT 2019-0004 PUD 2019-0004 CDP 2019-001 2 BU IL D Structural Engineer: David Choi & Associates 1327 Loma Avenue Long Beach, California 90804 I. 562.382.8040 e.david@dca-se.com Title 24 Energy: Alternative Energy System 3235 N. Verdugo Road. Glendale, California 91208 t. 818.957.7733 e.marylynn@title24energy.com Su1Veyor: Pasco Laret Suiter & Assocciate 535 N Hwy 101 Solana Beach, California 92075 t. 858.259.8212 605 3r<330 CHINQUAPIN AVE, CARLSBAD, 92008 -T:760-473-080iJl24 t.562.997.0971 #1 Mechanical, Electrical, Plumbing Engineering: Revisions -PLANNING CORR. RESPONSE 05/16/2019 -PLANNING CORR. RESPONSE 03/10/2020 Sheet Name COVER Project Number Architect Stamp 0 § 0 z -0.. 0 <( ::J N a ..J <( z ('.) -LL I LL u w 0 --, C'0 C'0 i1i E t rn z w ~ .e' C w [L u 17-1230 2 [L (f) ~ ~ 0 " 0 ('J 0 \::! s'.J_ ('J ~~~ ~~i~,~~~~~ ~~ .~~ ,~' ,,,,, '~ PROTECT IN PLACE (E) PL FENCE, (N)COMBINED SHORING AND RETAINING WALL, SEE CIVIL PROPOSED FENCE, TOP OF FENCE 54', SIDEYARD SETBACK PROPOSED FENCE, TOP OF FENCE 51', (N)6'-0'' GATE FRONT YARD SETilACK lW 51.5', BW 48.5', TOTAL HT 5.5'. SEE CIVIL . ---.............. ---· I ' ' i\ I . ' \: \ PROPOSED FENCE, TOP OF FENCE 52.5', lW 50.75', BW 47', TOTAL HT 5.5' SEE CIVIL i~-' I!, UNIT 4 GARAGE ID:] ~- ' ' , 20' -1 1/2" \ ! 'i ,, OJ I " b b I I ii N ,, 12' -0 1/2" :; ' ' □ O]' \ I < i r -.:--------____ . ____ ----'1·-------··.:-· ''''' ''' '''' M,,I□V '' ~. ·: ~ ' / ·~ 11/2" 11/2" 5.5' SLOPED WOOD FENCE AND NEW RETAINING WALL, SEE CIVIL ·-· •-,.' .,, ____ ,_ .. -.. ~---..... : .i 0' ' I lW 48.83', BW 45.5', TOTAL HT. 5.5' SEE CIVIL PROPERTY LINE l --. L(")·:v,-·-./..-'✓ .• , · -· ~ Y 77 ·r -/~ · r .• /. ·/ <p;// ''/>/· /.·/,. 'y'. 1/ /·, / = ~ 'i' ----SIDEWALK ____ -___ , __ .. -, , -~ ---~---'~ ~- ' Ii I I \ Ill ' ' I II I UNIT 2 GARAGE / • \~ 1,; \~ '": L...::'.:.....J ~ :o II ,N 22' -3 1/2" I ' \·/ ' \ I \ r '' /2 SIDEWALK I 21' -0" ', I '' V UNIT3 YARD 1 BLDG 3 TANKLESS . GRASSCRETE TRASH BLDG 2 TANKLESS EXISTING GRASSCRETE EXISTING ONE SIDEYARD BLDG 1 TANKLESS , . , ~. ,.~~~~!(~\~~}~ ~~~~.·~~~.~~~~?~~1~~~~:~•··.~~~.~~~,~~~~ .. I ,, ~/// /,~~ ~(N)RETAJNINGWALL,~" ", // //, ~ /•//\,"//~ / / / ,// ''' /~ //~~// i •~//,/ "~~//"~'~/~/ ~ / //~' ~ ~/ ~~~:~~-~' ~ ~:~~/~/:~~Ci~EB~~~WON~~~~~~/~~'~:~~~:;;~,•~~~~~/\~~/~~~~-:~\/~\/~~~ >,/~~~~~~~~~/~~~\~~\~ 05 -PARKING COUNT SCHEDULE Comments Mark [ Sub-Category ADA 13 COVERED GUEST 16 UNCOVERED GUEST -COMPACT 14 UNCOVERED GUEST -COMPACT 15 UNCOVERED UNIT1 1 COVERED UNIT1 2 COVERED UNIT2 3 COVERED UNIT2 4 COVERED UNIT3 5 COVERED UNIT4 8 COVERED UNIT4 9 COVERED UNIT5 6 COVERED UNIT5 7 COVERED UNIT6 12 UNCOVERED UNIT? 10 COVERED UNIT? 11 COVERED 16 Name I BLDG 1-FOOTPRINT BLDG 2-FOOTPRINT BLDG 3-FOOTPRINT I FAR AREA SCHEDULE -LEVEL 1 SQ.FT. I ROOF DECK 2086 SF 400 SF 1423 SF 324 SF 2673 SF 315 SF 6182 SF I DECK TO FLOOR AREA RATIO 19.2 22.8 11.8 l 10' -0" I I I ··. l, ·., -.' ., ·1 ' ·-} ' ;;; >i'.'..i l ."I I Team: 0 ....J z ('J (/) w 0 Architect/Contractor Ultra~Unit Architectural Studio t. 562.997.0971 :'J :·t:::;;~~~:~~~it.com ! David Choi and Associatese t. 562.382.8040 e. david@dca-se.com Title 24 Energy: Alternative Energy System t. 818.957, 7733 e.marylynn@title24energy.com Civil Engineer: CJE t. 619.88.0576 Cutural Resource Survey: DuDek 1. 740.942.5147 Surveyor: Pasco Laret Suiter & Assocciate t. 858.259.8212 Architect Stamp t w "e' 0.. CAMERO"! CROCKETT C31503 w z~ 0: z c5 <( 0:: 0 ::) <( <( 0::, m ~aw I Z ....J u -Ct'. o I<( ('I') u u ('I') 0 ('I') ('I') Revisions No. Description Sheet Name ' SITE PLAN Sheet Number 0 N -_J ~ LL LL w -, w E "' z ~ C .~ 0 Date A-100 Project Number 17-1230 Drawn By Author Checked By Checker Scale 1" = 10'-0" 2 0.. :g 0 N C') 0 N 0 0J_ 25 - t l ' ! --·---- C □ ,BLDG 3 ROOF ,DECK-315 SF I I I r R SITE PLAN LEGEND PROPOSED ---------SLOPE PER CIVIL PERMEABLE PAVER PROPOSED PRIVATE BMP STENCIL PER CIVIL PROPOSED PRIVATE ELEC HAND HOLE PER CIVIL PROPOSED SOLAR ZONE PROPOSED ROOF DECK -• -• -PROPERTY LINE -• -• -SETBACKLINE -S -------PROPOSED SEWER LINE PER CIVIL PROPOSED WATER -W------LINE PER CIVIL PROPOSED 6" FIRE --PN-----------WATER SERVICE PER CIVIL PROPOSED ELECTIRCAL --E-----------LINEPERCIVIL LINE OF SIGHT@ DRWY STORM WATER DRAINAGE CAP COMPLIANCE TABLE: 2A -PHOTOVOLATIC SYSTEM: 12.65KWDC REQUIRED-330 W PER CELL 12650/330= 38 CELL REQ.D. SOLAR AREA: 691 SF PROPOSED SOLAR AREA: 702 SF 3A-WATER HEATING: i GAS WATER HEATING SYSTEM 4A -ELECTRICAL VEHICLE ! 1 INSTALL EV PARKING #16 CHARGING: 1 FUTURE EV PARKING #15 Name I BLDG 1-FOOTPRINT BLDG 2-FOOTPRINT BLDG 3-FOOTPRINT FAR AREA SCHEDULE -LEVEL 1 SQ.FT. I ROOF DECK 2086 SF 1400 SF 1423 SF 1324 SF 2673 SF 1315 SF 6182 SF I DECK TO FLOOR AREA RATIO 19.2 22.8 11.8 NOTE: ROOF MOUNTED EQUIPMENT WILL BE CONCEALED FROM VIEW AND SOUND BUFFER FROM ADJACENT PROPERTIES. Comments I CFA I UNIT1 T1673 SF 1 UNIT2 11404 SF 1 UNIT3 \574 SF 1 UNIT4 1984 SF 1 UNIT5 i891 SF 1 UNIT6 1583 SF 1 UNIT? l1940SF 1 78 8048 SF SOLAR ZONE AREA CALCULATION # d.u. 1 caluculated kWdc I watt per cell I Number of cell [ req.d. solar area I 2.11 '330 6 \115 \1.95 330 6 [107 : 1.48 330 4 181 11.71 330 5 194 \1.66 330 5 !91 ; 1.48 330 4 ,81 \2.26 !330 7 1123 12.65 38 691 -----· ---·. ------ PROPERTY LINE (N)6'-0" FENCE PER CIVIL -------------l I .. (N)6'-0" GATE FRONT YARD SETBACK ~® _.._,__ Existing Driveway . . • . • . • I I • _J (L 6 ' R • ,·,.,_ ' l I _J 0 I LINE OF SIGHT @DRIVEWAY I ~ <( z ~ a z I 0 I I I I l //,::;,.JI-+-:__ (E)SIDEWALKTO BE REPLACED I --W- .\ (N)TREE I I Team Cl _J ::, co (/) w Cl Ultra-Unit Architectural Studio 1327 Loma Avenue Long Beach, California 90804 t 562.997.0971 e. cameron@ultra-unit.com e. karl@ultra-unit.com MINARC 2324 Michigan ave Santa Monica, California 90404 t 310.998.8899 e. tryggvi@minarc.com e. lark@ultra-unit.com David Choi -Structural Engineer 1327 Loma Avenue Long Beach, California 90804 t 562.961.5600 Architect Stamp z w -~ a. <( zc3 :J -(L 0 0 <( <( z :::, co 0(1) -z __J I -0:: 0 I<( Ou 0 0 en ('I') en ('I') t © ·e- (L Revisions No. Description ' Sheet Name ■ 0 -N LL LL w -, Date ROOF PLAN Sheet Number A-100.1 Project Number 17-1230 Drawn By Author Checked By Checker Scale As indicated ~ C i'i "' ::, CY C ]: Q 0 Cl Cl 0 Cl N 2 (L Cl 0 c-N Cl 0 N 0 ,;:,, 25 ~ I I I ..... -; CJ) 1i ;:;: ~ CD 9 "'ti -D) :::s g-o ;:i.-c: ~) • % 1/ ; 1/ // / / /0 / ~1:/U !' j' ,' i fl ., /% /i ' % 1/0 I % ~ ½J/2/2/ ~ 1-.•. W@id ///;;; ~ / /// / / . /., ~// ~~~ .. /.:l <::J1/%// / / 0/4%;/; /:;:::~, , //%//. /// //,/ //, '. / / / .. -/ / / _/// / / // 'l / .. /" /.1 / ///«// /// ~/4;:%~<~;:: m1// /~/~j ~:/¼~~ -/ /,.'l/ ... ' .' .... / /,/ .. / . / // ///,'/ / ./ _/ ,/ / /. /' / //fu//, / /·/ .. • / /' / X., /' / ci5 / / -t/ ·z Gl tv/ --~ ,--.0 / ,/ ::0 / / -< ./_/~~/ ' ',5 z Gl, ·> , . / // / //, ///</;--~~ /) /_/_///,/'// //. '. / / / / , . // // ,/ /./-·//// / /.////%/ /// / // ' / .. ;//~0 //1/// • ½/: %;::/ //// ~ ,/~/; // / %11@ ~r/ /// :% :% //// ///// : •. ~·//~ ~;;: ;:;~1/%: //~ /d;;0 1/)0Y it: .! 11 "1] r ;: l( .·~. BACKYAD SETBACK -~~-~-•.-.:c, .. .'~~,'.r-,-·. ~ '-< rF~~,r 1:_ -:_J,,1·r~;~F =~--· -' ... Li !l ~ y j ;;a t:· ' "~-/ t'..' ,-,-Sf: ··~. ,! • '\i I' ·cl n ·I PROPOSED TWO STORY== //,/, s! BUILDING4 'fr'"' ',,,,,,,,, ···•<?'" ,·,e:: ""~··· '•..>' h --u .·o .. tJ C z '~ Gl m /, ' . ' ~ >": ·::::,~·•: " " . 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' "1] el ~ m 0 OJ ;ii z h1 en 6 ~ el en ~ "1] ~ m m B ~ ~ 1. ---~ ~· / - j: ! . ~ h I ; ' LANDSCAPE CL SBADCA l I~ i 1<!1 ol w nel '1' >: ..... wz 0 ;:;j N t;;<l ' 0 0:,0 N w?l .}), ~ " ,?' j_0 ~ ~ a ~ 3 -0 S: 111 I I I I I* I I j Client Name JEFF GALIZIQ 11 Date 07/20/20 I \\unit\Ultra_Projects\2017 pROJECTS\ 17-1230 330 chinquapin ave• Jeff Galizio -Carlsbad\03 Project Drawings\03-Architectural\17-1230-330CHINQUAPIN 04-28-20.rvt -- ITI ···r· --~""" .... ······f.."',i ........... •t::'i'/:::~.·~ ....... · ... ' .. ·.,.··.• ·.· i: i: . ;· L PROPOSED TWO STORY BUILDING 1 ,,,,;;0,~.,'> .......... ········Ti l ! +.q:fi22Q•,::::.:;_\1frL:::, •·v,¢/)f\} ; ·t · ·sIDEWALK· RoW !70'-0" PL .' (N)SIDEWALK" ,-,~-~"' -~~••e•C<' CHINQUAPIN AVE· f1l ... 5"W5° ;;;t Q01:::IN9°1»3 Dl .., 0)(0 -...J Ill 3 ~ !'JmrC:~ ..,f.O<llD:::sO or.oru3-.:::s :::i:--Jg.ru .. o @~o??~a ;::::;:: ..... ruro:r~ ~ ~e i"' c: ..,ro~::+ ;;;!. 2. c , c+ D) @l> 8 '° -a 3 @ !II 2: 0 C -... C.., -· i 0 (") ~ I ~~~~•44' r z m I -· _;_, _;:J Row ~~,-,"~ Q,· ·cZ) . . . ' ·· CL··· • t® DESIGN ~ ~ ', .. /4";: / Cz~~ (/~~7 • z en// :/Gl-,/i 0 ... ~ ~/ 00 ~;;j '7%;;/1/ v///~/ '. /·~.//··· /(0/'i/ ' ////, r,./ / / //'i/ ~/1/ .'.w ... %1// .. ~ WI v···/·/·/··7 :✓ ... /. ····:%····/················ V //~/i/ BU IL D • I • I • I • I ' I • I • I • l ' I ' I • I • I • I • I • I • I • l ' 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 @ BLDG 3 -LEVEL 2 1/16" = 1 '-0" Name BLDG 1 -LEVEL 2 BLDG 3-LEVEL 2 BLDG 2 -LEVEL 2 []J ' i SQ.FT 2340SF 653 SF 2089 SF 5082 SF • 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 .··),1·.• --·" I .,,:1,. -. ->❖l'' ::· ' .. I • I • I • I • I • I • I • I • I • I • I • I ' I • I ' I • I Schema 1 Legend BLDG 1 -LEVEL 2 BLDG 2 -LEVEL 2 BLDG 3-LEVEL 2 FAR AREA SCHEDULE -LEVEL 2 I ROOF DECK DECK TO FLOOR I AREA RATIO Category j RESIDENTiAL RESIDENTIAL RESIDENTIAL I Comments LEVEL2 LEVEL2 LEVEL2 G) BLDG 1 -LEVEL 1 1/16" = 1'-0" / ,/, ,-· . ' -· . ' / / ,-' ' ' / ,-/ ; I --__ -I--.,"• .,/ ',.,/ FAR AREA SCHEDULE -LEVEL 1 . .i ·I AREA usEf PE 2 ' ' AREk . i I I 11 i . I I I ' / I Schema 1 Legend BLDG 1-FOOTPRINT BLDG 2-FOOTPRINT BLDG 3-FOOTPRINT LANDSCAPE 1 LANDSCAPE2 LANDSCAPE 3 Name I SQ.FT I ROOF DECK I DECK TO FLOOR AREA RATIO BLDG 1-FOOTPRINT 2086 SF 400 SF ! 19.2 BLDG 2-FOOTPRINT 1423 SF 324 SF !22.8 BLDG 3-FOOTPRINT 2673 SF · 315 SF : 11.8 6182 SF LANDSCAPE SCHEDULE Name I SQ.FT. I Comments LANDSCAPE 3 3601 SF LEVEL 1 LANDSCAPE2 103 SF LEVEL 1 LANDSCAPE 1 23 SF LEVEL 1 3727 SF Team: Cl ..J ::::, co rn w Cl Architect/Contractor Ultra-Unit Architectural Studio t 562.997.0971 e. cameron@ultra-unit.com Structural Engineer David Choi and Associatese t 562.382.8040 e. david@dca-se.com Title 24 Energy: Alternative Energy System t. 818.957.7733 e.marylynn@titie24energy.com Civil Engineer: CJE t 619.88.0576 Cutural Resource Survey: DuDek t 740.942.5147 Surveyor: Pasco Laret Suiter & Assocciate t 858.259.8212 Architect Stamp w z~ a: z c) <( a: 0 ::, <( <( a ::, co ~ 0(1) I Z ..J 0 -0::: o I<( ('I) 0 0 ('I) 0 ('I) ('I) t w ·e- Q. Revisions No. Description I ' ' ' Sheet Name FAR Sheet Number 0 N -__J <( (9 LL LL w -, w E ro z 'E w 0 Date A-100.3 Project Number 17-1230 Drawn By Author Checked By Checker Scale 1/16" = 1'-0" ~ C 'i5. <U :, O" C .i: 0 g "' 0 "' N ~ ' " 1 1 I I /,, -30 ' \ \ . <D 1. \ I \ / \/ I I I I \ \ 2 ' ' I , ' I ///,,,,,-:L ; ___ [ __ \ --7-'i I ! \ []TI \ \ I \I ! ! ! I I // // // // \ L ____ .. UNITl2z1~0-FJER1 : -/'_3_Si=_I ___ _J_ .. , "" l r UNIT2-BR 1 .. ~1 235SF __ .,_ / / \ I .. I I I , u 0 -- I L --=---.J,.----- UNIT 2 -GARAGE 210 448 SF ____ N - ' IT ,_ lu,-------- 1 ,,---I INT2 [ r D.J 20' -2 1/2" [TI N N DTI \ \ \ ; \/ •I'['"/ UNIT1-CLS1 ',,j\11,/1 -_ -= 1\ 11 !\. · 109 .. ,, r1111 1 1 UNIT 1 -GARAGE N , 1 ]/. l 19SF I," l",I 107 - -'+'1,-----ti· :;,z:1:;:::1 =i=!!ll=====,,, .==d]l·,:1:,:1:,±J I I 414 SF <O ---. -.... -._ ...___ ( 001) : L -_! 81~==============;;'.,+-======-=:11 : IINT2 N .. IExrs---: ii r , " ' I Survey 50'-~ UNIT l,BR1 102 - 260SF I ----::. I 14' -71/2" r:ll,-alN-;c;Tc,3ci1_ --- < - I I ' : 1- 1 : , I I 34'-81/2" ' [I] [004) ''" "', INT3 '-5" UNIT 1 -STORAGE 106 69SF 1/ // /4/ // // // /Y //' I I EXT1 I 10'-11/2" f 1 1 1 j -I EXT1 I 1 ---J /-1 "'\------~J ~ BLDG 1 -LEVEL 1 1/4" = 1'-0" 0 "" 0 I. l jP // JI . ,-. f.- I" ' ' 11/ >-I EXT ! {✓ s 1 .,. 1 0 f.- ' --EXF'IJ ---0 --0 "' Name UNIT2-BR 1 UNIT2-BR2 UNIT 2 -FOYER UNIT2 -RR1 UNIT 2-CLS1 UNIT 2 -LAUNDRY UNIT2-CLS2 UNIT 2 -RR1 UNIT 2-RR3 UNIT 2-CLS3 UNIT2-BR3 UNIT 2 -STAIR UNIT 2 -LIVING ROOM UNIT 2 -STORAGE UNIT 1 -RR1 UNIT 1 -LUANDRY UNIT 1 -STORAGE UNIT 1 -FOYER UNIT 1 -BR1 UNIT 2 -STAIR UNIT 1 -BR2 UNIT 1 -CLS2 UNIT 1 -RR3 UNIT 1 -RR2 UNIT 1 -BR3 UNIT 1 -CLS3 UNIT 1 -LIVING ROOM UNIT 1 -STAIR UNIT 1 -STAIR UNIT 1 -KITCHEN UNIT 1 -CLS1 UNIT 2 -GARAGE UNIT 1 -GARAGE BDLG 1 -ROOF DECK Room Schedule -BUILDING 1 Area !235 SF [198SF :13 SF [46SF [19 SF 114 SF 117 SF ;86 SF [47 SF 128 SF 1140 SF /62 SF 1384 SF [56 SF 1404 SF 85SF 22SF 69 SF 77 SF 260 SF 84SF 140 SF !28 SF !46SF j47 SF i147SF j13 SF 408 SF 22 SF 62 SF , 144 SF 119 SF 1673 SF 448SF 414 SF 400 SF 1262 SF 4338 SF l TotallTotall Unbounded I Storage RR BR Height Volumn 1 1 1 3 1 1 1 3 0 6 I I ' ' I ' ' I ' ' !1 1 1 1 1 3 0 4 10' -0" 20' -6" 8' -0" 8' -0" 8' -0" 8' -0" 8' -0" 8' -0" 8' -0" 8' -0" 8' -0" 8' -0" 8' -0" 8' -0" 8' -0" 8' -10" 8' -10" 8' -10" 8' -10" 8' -0" 8' -0" 8' -10" 8' -0" 8' -0" 8' -10" 8' -10" 9' -0" 7' -8" 18' -O" 9' -0" 8' -10" 10' -0" 8' -10" 21' -0" 000 CF 000CF 0.00 CF 0.00 CF ------------ SEE A700 FOR EXTERIOR WALL i;$ 4 EXT 1: 2 X 6 EXTERIOR WALL, R-19 ~ ,1/ // <:r BATT EXT 4: 2 X 6 EXTERIOR WALL, R-19 BATT, i,-=~;.;.;..::, CULTURED STONE 0/ LATH & SCRATCH COAT, STC fll II 1111 lj. EXT 5: 2 X 6 EXTERIOR WALL, R-19 BATT, SEE A701 FOR INTERIOR WALL ASSEMBLIES flutrr1 •>;;.,;. INT 1: PARTY WALL, 2X STGR STUD, U341,STC 0 V V 4 ,NT 2: 2 X 4 INTERIOR PARTION fw 'i ¥ # # # # 4 INT 3: 2 X 4 INTERIOR PARTlON WALL, 3i ·~, ,-; h INT 4: 2X 6 PLUMBING Double striping of stalls shall be per zoning code section 12.21a5 chart no. 5 every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level. KEYNOTE [2J TANKLESS WALL MOUNTED WATER HEATER PLAN LEGEND ABOVE FLOOR LINE CENTERLINE NOT IN CONTRACT or BY OWNER EQUIPMENT NEW WALUPARTITION. REFER TO PARTITION LEGEND EXPANSION JOINT (EJ} i I --B .. -------, L _______ _J GRIDLINE -FOR STRUCTURE SEE STRUCTURAL DRAWINGS FORKEY 2· -0" I / 7 I/ / 60" TURNING RADIUS 30" X 48" CLEARANCE DOOR STOP 1 1/2" MIN I 7 <D "' ACCESSIBILITY CLEARANCE FOR DOOR PRIMARY I EXTERIOR/ COMMON L~-r ----''- 18" INT 24" WITHIN DWELLING UNIT , EXT.~ *: ----1 / '7 * 12" 7 I I -+--------~----+- ACCESSIBLE ROUTES 18" L 0 "' NOT REQ'D At least one accessible route shall be provided within the site from accessible parking spaces and accessible passenger loading zones: Public streets and sidewalks; and public transportation stops to the accessible building or facility entrance they serve. where more than one route is provided, all routes must be accessible. (11b-206.2.1) At least on accessible route shall connect accessible buildings, accessible facilities, accessible elements, and accessible spaces that are on the same site. ( 11 b-206.2.2) Accessible routes shall consist of one or more of the following components: walking surface with a running slope not steeper than 1 :20(5%), doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. (11 b-402.2) The running siope of walking surfaces shall not be steeper than 1 :20 (5%). the cross slope cf walking surface shall be steeper than 1:48 (2.083%} (11b-403.3} Except a turns or passing spaces, the clear width of walking surface shall be 36" inches minimum. (11 b-403.5.1) the clear width for walking surfaces in corridors serving an occupant load of 10 or more shall be 44 inches minimum. ( 11 b-403.5.1} The clear width for sidewalks and walks shall be 48 inches minimum.(11 b-403.5.1) The clear width for accessible routes to accessible toilet compartments shall be 44 inches except for door-opening widths and door swings. (11b-403.5.1) Entrances shall be provided in accordance with 11b-206.4 entrances. Entrance doors, doorways, and gates shall comply with 11 b-404 doors. doorways, and gates and shall be on an accessible route complying with 11b-402 accessible routes; (11b-206.4) All entrances and exterior ground-floor exits to buildings and facilities shall comply with 11 b-404 doors, doorways and gates (11b-206.4.1} Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level. 7 1.The construction shall not restrict a five-foot clear and unobstructed access to any water of power distribution facilities (power poles, pull boxes, transformers, vaults, pumps, valves, meters, appurtenances, etc.) or to the location of the hook-up. The construction shall not be within ten feet of any power lines-whether or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses. 2.1\n approved seismic gas shutoff valve will be installed on the fuel gas line on the downstream side of the utility meter and be rigidly connected to the exterior of the building or structure containing the fuel gas piping. NOTE separate plumbing permit is required. 3.Provide ultra-low flush water closets for all new construction. Existing shower heads and toilets must be adapted for. low water consumption. 4.Shower compartr.ients and walls above bathtubs with installed shower heads shall be finished with a smooth non-absorbent surface to height no less than 72 inches above the drain inlet. 5.Water heaters must be strapped to a wall. 6.Null 7 .A copy of the evaluation report and or conditions of l_isting shall be made available at the job srte. 8.The electrical system shall have sufficient capacity to simultaneously charge all designated EV spaces at the full rated amperage of the EVSE. plan design shall be based upon a 40-ampere minimum branch circuit. a separate electrical permit is required. 9.The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as EV CAPABLE in accordance with the Los Angeles Electrical Code. PLAN NOTES SEE A 400'S FOR ENLARGED UNIT PLANS SEE A SOD'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCES ALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISH SEE F!NISH PLAN FOR FINISH MATERIAL N CONSTRUCTION CREW TO COVER DUCT OPENINGS AND PROTECT MECH EQUIPMENT DURING CONSTRUCTION= CBC 11 -4.410.1 MATERIALS WITH VISIBLE WATER DAMAGE SHALL NOT BE INSTALLED. FOR ALL ELEVATIONS -SEE CIVIL E9 Team: 0 -' ::::i co z Cl (/) w 0 Architect/Contractor Ultra-Unit Architectural Studio t 562.997.0971 e.cameron@ultra-unit.com Structural Engineer David Choi and Associatese t 562.382.8040 e. david@dca-se.com Title 24 Energy: Alternative Energy System t 818.957.7733 e.marylynn@title24energy.com Civil Engineer: CJE t 619.88.0576 Cutural Resource Survey: DuDek t 740.942.5147 Surveyor: Pasco Laret Suiter & Assocciate t 858.259.8212 Architect Stamp Revisions No. Description Sheet Name 0 N _J ~ LL LL w ---, Date BUILDING 1-LEVEL 1 Sheet Number A-1 10 Project Number 17-1230 Drawn By Author Checked By Checker Scale 1/4" = 1'-0" ~ C ii ro ~ (T c E 0 0 C'l C'l 0 C'l (\J ~ ' " ii; 0 w -, ~ Q_ " ~ 0 (\J 1ii 0 (I) ·e ~I 5 "' c ~ "" 2 [L a) " (\J C'l 0 (\J 0 ~ 25 ~ cp 0--1// // // // 0--- - 0- L __ _ 0--- 'I I , (D ~~~-~ 1 -LEVEL 2 0 Q i 0 I I // // ~ // // ,E;=:l // // // // // // // 1/ I UNIT 2-BF 2 215 198SF . UNIT 2 -3R3-- 228 140E- • •INIT 1 -BR2 ·109 140SF I L --7 I fC / I I I . 'I ...... '' A I I I ----.J ________..,._ ~ :::t==c ' -- I A A A I I i i I l ' REF. A UNIT2-LIV.1Nj ROOM! 225 384SF Fl Fl =iI bd, bd UNIT 2 -KITCHEN 221 143 SF 0 oL ~l- o O / ~ l£2:Jll!QJ A A A A A r != A A A / II i I I ' I l'lNIT2-CLS3 ' 222 \2ssF ' \ UNIT2-STAIR I : • \ 230 (' ~------.;~ ,. -----1---1o--1o----62..Sf~ ·······1. 3 UNIT 1/-CLS2 _____,: f11 ~ ITT;!' ==tc -- UNIT1 -STJI 115 I 62SF I -------ii-____ \ -·----i ---.. ;.. -'"""""--......... •·-----·/-------~~ ~-R-EF.__Jlll O O f 2L-I -----1==1 g"=1=====g=-1 ~_._, --- I ---I I --_J i L-IL-'----" bd UNIT 1 -KITCHEN 117 144SF bd UNIT 1 -L\~rG R.[~ 408SF - L I / :7il -rt __ _.,,._ ,, EXT1 I 0 N - I I --r~c+-_,~I i'5 ., .., L --J UNIT1 -BF 3 X 1Ji~F 14' -7 1/2" 3 ,--- • I • I i ;/ // // -1/ I I I I l EXT1 -IEXT11 / A-301 I I -+0 ' 5' H~. WINDOW I SEE A700 FOR EXTERIOR WALL f )) // /;, ~Tf: 2 X 6 EXTERIOR WALL, R-19 <' ,,,_ EXT 4: 2 X 6 EXTERIOR WALL, R-19 BATT, ,-,-_...._...,.......,·· CULTURED STONE 0/ LATH & SCRATCH COAT, STC fll II II II i I Bir EXT 5: 2 X 6 EXTERIOR WALL, R-19 BATT, SEE A701 FOR INTERIOR WALL ASSEMBLIES i5·-•e••:•1c:,.:,,i INT 1: PARTY WALL, 2X STGR STUD, U341,STC fX y y $ INT 2: 2 X 4 INTERIOR PARTION f+" # % # # # 4 INT 3: 2 X 4 INTERIOR PARTION WALL, f:1 H r. :;\-INT 4: 2X 6 PLUMBING Double striping of stalls shall be per zoning code section 12.21a5 chart no. 5 every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial fight that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level. KEYNOTE [2J TANKLESS WALL MOUNTED WATER HEATER PLAN LEGEND ABOVE FLOOR LINE CENTERLINE NOT IN CONTRACT or BY OWNER EQUIPMENT NEW WALUPARTITION. REFER TO PARTITION LEGEND EXPANSION JOINT (EJ) ---------(3 GRIDLINE -FOR STRUCTURE SEE STRUCTURAL DRAWINGS FORKEY 7 2" MIN CLRj ~-------_J 48C:: 60" TURNING RADIUS 30" X 48" CLEARANCE ACCESSIBILITY CLEARANCE FOR DOOR PRIMARY/ EXTERIOR/ COMMON 2' -Q" I ( 11 I / ' DOOR STOP 1 1/2" MIN L~- WITHIN DWELLING UNIT 0 "' "' NOT REQ'D ACCESSIBLE ROUTES At least one accessible route shall be provided within the site from accessible parking spaces and accessible-passenger loading zones: Pub!ic streets and sidewalks; and public transportation stops to the accessible building or facility entrance they serve. where more than one route is provided, all routes must be accessible. (11b-206.2.1) At least on accessible route shall connect accessible buildings, accessible facilities, accessible elements, and accessible spaces that are on the same site. (11 b-206.2.2) Accessible routes shall consist of one or more of the following components: walking surface with a running slope not steeper than 1 :20(5%), doorways, ramps, curb ramps excluding the flared sides, elevaiors, and platform lifts. (11b-402.2) The running slope of walking surfaces shall not be steeper than 1:20 {5%). the cross slope of walking surface shall be steeper than 1 :48 (2.083%) (11 b-403.3) Except a turns or passing spaces, the clear width of walking surface shall be 36" inches minimum_ (11b-403.5.1) the clear width for walking surfaces in corridors serving an occupant load of 10 or more shall be 44 inches minimum. (11b-403.5.1} The clear width for sidewalks and walks shall be 48 inches minimum.(11 b-403.5.1) The clear width for accessible routes to accessible toilet compartments shall be 44 inches except for door-opening widths and door swings. (11b-403.5.1) Entrances shall be provided in accordance with 11 b-206.4 entrances. Entrance doors, doorways, and gates shall comply with 11b-404 doors. doorways, and gates and shall be on an accessible route complying with 11b-402 accessible routes; (11b-206.4) All entrances and exterior ground-floor exits to buildings and facilifies shall comply wtth 11 b-404 doors, doorways and gates (11 b-206.4.1) Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level. 1.The construction shall not restrict a five-foot clear and unobstructed access to any water of power distribution facilities (power poles, pull boxes, transformers, vaults, pumps, valves, meters, appurtenances, etc.) or to the location of the hook-up. The construction shall not be withfn ten feet of any power lines-whether or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses . 2.An approved seismic gas shutoff valve will be installed on the fuel gas line on the downstream side of the utility meter and be rigidly connected to the exterior of the building or structure containing the fuel gas piping. NOTE separate plumbing permit is required. 3.Provide ultra-low flush water closets for all new construction. Existing shower heads and toilets must be adapted for low water consumption. 4.Shower compartments and walls above bathtubs with installed shower heads shall be finished with a smooth non-absorbent surface to height no less than 72 inches above the drain inlet. 5.Water heaters must be strapped to a wall. 6.Null ?.A copy of the evaluation report and or conditions of listing shall be made available at the job site. 8.The electrical system shall have sufficient capacity to simultaneously charge all designated EV spaces at the full rated amperage of the EVSE. plan design shall be based upon a 40-ampere minimum branch circuit. a separate electrical permit is required. 9.The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as EV CAPABLE in accordance with the Los Angeles Electrical Code. PLAN NOTES SEE A 400'S FOR ENLARGED UNIT PLANS SEE A SOD'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCES N ALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISH SEE FINISH PLAN FOR FINISH MATERIAL CONSTRUCTION CREW TO COVER DUCT OPENINGS AND PROTECT MECH EQUIPMENT DURING CONSTRUCTION= CBC 11 -4.410.1 MATERIALS WITH VISIBLE WATER DAMAGE SHALL NOT BE INSTALLED. FOR ALL ELEVATIONS -SEE CIVIL EB Team: 0 _J z (!) CJ) w 0 Architect/Contractor Ultra-Unit Architectural Studio I. 562.997.0971 e. cameron@ultra-unit.com Structural Engineer David Choi and Associatese I. 562.382.8040 e. david@dca-se.com Title 24 Energy: Alternative Energy System t. 818.957.7733 e.mary1ynn@title24energy.com Civil Engineer: CJE t. 619.88.0576 Cutural Resource Survey: DuDek t. 740.942.5147 Surveyor: Pasco Laret Suiter & Assocciate t. 858.259.8212 Architect Stamp i !L Revisions No. Description I . ' ' Sheet Name Date BUILDING 1-LEVEL 2 Sheet Number A-1 1 1 Project Number 17-1230 Drawn By Author Checked By Checker Scale 1/4" = 1'-0" ~ C Q_ ro ~ 0-c E u 0 C'l (') g N ::,; !L C'l N i'-N C'l 0 N 0 ~ - 0 I C-----++1--+---+-+--+-+--+-+ ---C-+-~---+-+<---H I ' ---'-!+-+, -+-~+-'--+-+--~, ---+f--+-+--f+--- ! -T -I : ' ' ' ' , , -3Q1/ I ! I ! I 0 I ' I I , I I ' --0 I I ---0 ' ' ...... I, I I /, // :1/ lj' / / // // J // /7 7777 // // // / // 1/ // // // // // // // // // // // // //~ [ ---I-_I UNIT1 , I RECREATION !1 SPACE i I I I 7 I l - I 7 -----UNIT2-ISTAIR-- 216 84SF UNIT 1 --ISTAIR 112 22$F .:..:.J ON---l--+-+-l--+--1--J-µ)I 11/ I ------I I I l II I 5 le _____ _, ---1-,- BDLG 1-ROOF DECK 132 400SF UNIT 2 RECREATION SPACE ----_J ' 3 @ ~'.:~~ 1 -ROOF DECK -------_::_:J___:c,----f- l EXT1 I ~\ f-1 ,_ f- f- - f- - - - - ' I I • I I i HfHf-+-j--+-+-'---+-+-+-1--+-+--+-+-+--+-_L__j-++-j -'-lH I ' ' ' i 1--++-+-+-+-'--+-+-+--+--+-+,---l-'---+-+---+-+--IIH\ I ! ! i I Hl'+-+-+-++-4-+-'-+-+--+-+--+~-·"---f---if-' ---+-+--+~'-e----U~-I IHft-+--+-+-+--+-+-+-+--+-~'-+--+-f--'+-1-+----+---+~' I 1~r+--+-+-+-+-+-+--+--+-~-+-'-+----+--+-+--+'---+~'1 I I I I ,-' ; I : ! I l--r~r==t:::-,-r---J-,,,-,-,, ~-,, 1111, I~ I N, I I I I I I I I I I I I I I I ,I : - i I C-il-J-.jf--'I-C--1--I ----------C--1----•---·i ------- 1 ' ---,._____ ! i , I - i • i : i I ' ' ! : I I I~ I N, I I I I I I I I I I 11 I I. II I I I I I ----0 -i RF 1 I 0 co N -- ---0 (2\ ---0 NOTE: -A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS 110.108 THROUGH 110.10C SHALL BE PROVIDED TO THE OCCUPANT_ -ROOF MOUNTED EQUIPMENT SHALL BE CONCEALED FROM VIEW AND THE SOUND BUFFERED FROM ADJACENT PROPERTIES AND STREETS IN ACCORDANCE WITH BUILDING DEPARTMENT POLICY NO, 80-6 ROOF LEGEND ROOF PLAN SPECIFIC NOTES TOTAL COMBINED ROOF ARL"A = 11362SQFT 1704 SQFT SOLAR ZONE REOD -NO AREA LESS THAN 160SQFT 4 SOLAR ZONES AT 450SQFT = 1800SQFT PROVIDED ROOF NOTES: 1. Contractor shall confirm that all areas of roof are provided with positive drainage. 2. Roof penetrations shall be flashed per building and manufactures specifications. 3. Contractor shall be responsible for cocrdination of sizes and locations of roof openings, platfonns, bases, lighting, power, convenience outlets, etc., wrth equipment being supplied. 4. All roofing materials to be installed as per manufacture's recommendations and specifications. 5. Provide roof insulation per t-24 sheets. 6. Provide rain gutters, diverters and downspouts as required, refer to grading plans for drainage patterns. 7. Roof diaphragm nailing to be inspected before covering. face grain of plywood shall be perpendicular to suprx:irts. 8. All new cricket::, shall slope minimum 1/2" per foot. 9. Provide roof scupper with overflow to downspouts as shown on lid plan. 10. Parapet dimensions are shown from face of finish uno. 11. G.C. to verify all dimensions and contact architect if any discrepancies exist, prior to commencing work. 12. G.C. to assure roof installation and all penetrations to be fully weathertight. 13. Roofing to comply with UBC standards 15-4 and ·shall be installed in accordance with table 15-b-2 (r902,1) 14. Installed roofing over minimum 30# under1ayment. 15. The quality and design of roofing materials and their fastening devices shall conform to the applicable standards listed in chapter 35, part II (1507.1) 16. Alt materials shall be delivered in packages bearing the manufacturers label or identifying mark. 17. The roofing installer shall be responsible for providing a complete waterproof installation including all necessary flashing, caps, pipe jacks, opening protection and sealants. all roofing shall comply wrth NRCA standards UBC chapter 13. 18. Verify that all areas have a positive 1/4" per foot min. roof drainage prior to installation. 19. Downspouts are sized either for UPC code average 6"/ hour rainfall or minimum 8" interior DIA. -whichever is greater. 20. Provide plywood or felt crickets as required to maintain 1/2" per foot drainage at equipment pads and roof hatch. 21. Installed roofing materials as soon as possible after installation of metal roof deck to minimize exposure of the deck to moisture sources. 22. All exposed roof metal and vents shall be primed and prepared for paint finish. paint shall match exterior wall color per exterior finish schedule. 23. All/any roof penetrations shall be minimum 18" away from air conditioning units and a minimum18" from other penetrations. 24. Vents through roof shall be installed 10'-0" from and terminated 3'-0" above any fresh air intakes. 25. Openings in the building envelope that are potential sources of air leakage shall be caulked, gasketed, weather-stripe or otherwise sealed to limit infiltration and exfiltration. 26. Contractor shall verify that all gas lines condensation and all conduit lines shall not extend above roof surfaces. 27. Lead flashing shall be used at all roof and overflow drain penetrations. 28. Material used for roof sheathing: wood structural panels used for roof sheathing shall be bonded by intermediate or exterior glue. (CBC 2320.12.9) 29. The roof sheathing shall include a radiant barrier. 30. The main electrical service panel shall have a reserved space to allow for installation of a double pole circuit breaker for a future solar electric installation. the reserved space shall be positioned at the opposite (load) end from the input feeder location or main circuit location and shall be permanently marked as '1or future solar electric" (4.211 A energy code and 110.10 LAFD requirement no. 96) EQUIPMENT ON ROOFS_ CMC2016 308,1,1-6,304 1. Enclosures equipment on roof shall be designed or enclosed so as to withstand climatic conditions in the areas in which it is installed. where enclosures are provided, each enclosure shall be of reasonable height, and shall have at least a thirty (30) inch (762 mm) clearance between the entire seivice access panel(s) of the equipment and the wall of the enclosure. 2. Roof support. roofs on which equipment is to be installed shall be capable of supporting the additional load or shall be reinforced to support the additional load. 3. Corrosion resistance. all access locks, screws, and bolts shall be of corrosion-resistant material. 4. Roof drainage. equipment shall be installed on a well-drained surface of the roof. 5. Guards or rails. at least six (6) ft. (1,829 mm) between any part of the equipment and the edge of a roof or similar hazard, or rigidly fixed rail, guards, parapets, or other building structures at least forty-two (42) inches (1,067 mm) in height shall be provided on the exposed side, 6. Electrical power. all equipment requiring an external source of electrical power for its operation shall be provided with: {1) readily accessible electrical disconnecting means wrthin sight of the equipment. {2) a 120 vac grounding-type receptacle outlet on the roof adjacent to the equipment. the receptacle outlet shall be on the supply side of the disconnect switch. 7. Service and access to equipment and appliances. equipment and appliances shall be accessible for Inspection, service, repair, and replacement without removing permanent construction. sufficient clearance shall be maintained to permit cleaning of heating surfaces; the replacernent of filters, blowers, motors, burners, controls, and vent connections; the lubrication of moving parts whet·e necessary; the adjustment and cleaning of burners and pilots; and the proper functioning of explosion vents, if provided. [NFPA 54-09:9.2.1] unless otherwise specified, not less than thirty (30) i inches (762 mm) in depth, width, and height of working space shall be provided. class b -built up roofing-white surfaced 8. The panel or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to pennint installation of a branch circuit over current protective device. 9. The se1Yice panel or subpanel circuit directory shall identify the over current protective device space{s) reserved for future EV charching as EV capable the raceway termination location shall be permanent and visibly marked EV capable. 10. A copy of the construction documents or a comparable document indicating the information from energy code sections 110.10(b) trough 110.10(c) shall be provided to the occupant (ENERGY CODE 11Q_10(d)) SOLAR ZONE The solar zone is an allocated space that is unshaded, un-penetrated, and free of obstructions. it se1Yes as a suitable place that solar panels can be installed at a future date. Solar Zone Calculations Total roof area: 6 715 SF Total area required solar zone (15%) (6 715 SF x 0.15) = 1 008 SF required, Solar Zone 1 = 508 SF Solar Zone 2 = 500 SF Note: -Minimum dimension 5'-0", 80 SF -No obstructions and 2 times height of obstruction setback. -Minimum 4'-0" centerline access path to stand pipes, roof hatches, skylights or vent hatches. -Solar zone shall have 4'-0" dear perimeter access. -The solar zone shall be oriented between 10 deg. And 270 deg. From the north. A minimum of 1" metalic conduit termination point for future solar use. -The main electrical service panel shall have a reserved space to allow for installation of a double pole circuit breaker for a future solar electric installation. The reserved space shall be positioned at the opposite (load) end from the input feeder location or main circuit location and shall be permanently marked as "for future solar electric" ROOF KEYNOTE [2] 2'-0 X 4'-0 VELUX MOTORIZED SKYLIGHT 0 BARREL VAULT CEILING 0 CRICKET 0 CONDENSOR 0 DRAIN & SCUPPER OVER FLOW Team: Cl --' :::, co z Cl Cf) w Cl Architect/Contractor Ultra-Unit Architectural Studio t 562_997,0971 e. cameron@ultra-unit.com Structural Engineer David Choi and Associatese t 562,382_8040 e. david@dca-se.com Title 24 Energy: Alternative Energy System t 818_957,7733 e.marylynn@titie24energy.com Civil Engineer: CJE t 619_88-0576 Cutural Resource Swvey: DuDek t 740-942.5147 Surveyor: Pasco Laret Suiter & Assocciate t 858.259,8212 Architect Stamp 0 N ' co N ,,J-o z ii: <( ::, 0 z I 0 ~--_JO ~--~~ ~ ro z 0 N -_J ~ LL LL w -, ' 0 OJ N 0 Ii cii ('.l 'E ,!!2 [j L-----'~ Revisions No. Description Date Sheet Name BUILDING 1 -ROOF DECK Sheet Number A-1 12 Project Number 17-1230 Drawn By Author Checked By Checker Scale 1/4" = 1'-0" --, ~ C ii "' ::J rr C ~ 0 OJ OJ 0 OJ N ~ ' r--- e w --, 0 I o_ r--- ~ 0 N 'iii 0 " ·e ~I s E C :J "" 2 [L r---N r---N OJ 0 N 0 (:! 25- B 0- 0- 0- 0- cb 0- 1 BLDG 2 -LEVEL 1 1/4" = 1'-0" ·. UNIT3. RECREATION SPACE.· 0 DW UNIT3-B 304 140 SF ~ L._,LJ REF. UNIT 3 -KITCHEN 302 131 SF 7 I AFFORDABLE UNIT / / UNIT 3 -LIVING ROOM 301 1S9SF \ \ IT] I I J ---, ....................... ·,, 0 • I ·---------7 // 0 0 N 'iT 3. -LAUNDR5] 306 18SF . DD 1/ ----'---- 0 /,/ // // // o::::J 2.0% [TI 20' -4" 20' -4" -UNff 4--GARAGE 40'r - 407 SF 2.0%------->► --2.0% ------l► IT] UNITS -GARAGE 2-ITiF 1/ 1/ / // // -·--_J I \ I \ ···············II---------,:~ \ [TI / I --_J I 13 L-------------__________ _I I / I I' .( : I I I I I -----0 ---0 -0 --0 -0 Name UNITS-RR UNITS -BR2 UNIT 5 -KITCHEN UNIT 5 -PANTRY UNIT 5 -BR1 UNIT 5 -CLS1 UNIT 5 -CLS2 UNIT 5 -LAUNDRY UNIT 5 -LIVING UNIT 4-CLS2 UNIT 4 -LAUNDRY UNIT 4 -PANTRY UNIT 4 -LIVING ROOM UNIT 4-BR1 UNIT 4-CLS1 UNIT 4-RR UNIT 4 -KITCHEN UNIT4-BR2 UNIT 3 -STORAGE UNIT 3 -KITCHEN UNIT3-RR UNIT 3 -LIVING ROOM UNIT3-BR UNIT 3 -LAUNDRY UNIT3-CLS UNIT 4 -GARAGE UNIT 5 -GARAGE I BLDG 2-ROOF RECK -------------------"-'------------~ Room Schedule -BUILDING 2 I Area I Comment I Total I Total !Unbounded s I BR RR Height 63 SF UNITS 1 8' -O" 149 SF UNITS f1 8' -0" 238 SF UNITS 8' -0" 31 SF UNITS 8' -on ! 143 SF UNITS 1 8' -0" !14 SF UNITS I 8' -0" , 13 SF UNITS 8' -10" 132 SF UNITS 8' -10" !208 SF UNITS 11 8' -10" 891 SF 2 2 10 SF UNIT4 8' -0" 32 SF UNIT4 1 8' -0" 33 SF UNIT4 8' -0" 338 SF UNIT 4 8' -0" 147 SF UNIT4 1 8' -0" 10 SF UNIT4 8' -0" 65SF UNIT4 1 8' -0" 157 SF UNIT4 8' -0" 150 SF 1UNIT4 1 8' -10" 942SF 2 2 49SF UNIT3 8' -0" 131 SF 1UNIT3 8' -0" 61 SF !UNIT3 1 8' -0" 159 SF I UNIT 3 8' -0" 140 SF iUNIT3 1 8' -10" 18 SF !UNIT3 8' -10" 15 SF IUNIT3 ' 8' -10" 574SF 1 1 407 SF I 8' -10" 243 SF 8' -10" 650 SF o o I Not Enclosed I 121' -0" 0 SF o o 3057 SF 5 5 SEE A700 FOR EXTERIOR WALL f'. // // :$-::;:r~: 2 X 6 EXTERIOR WALL, R-19 EXT 4: 2 X 6 EXTERIOR WALL, R-19 BATT, CULTURED STONE 0/ LATH & SCRATCH COAT, STC fuuunjj. aCT 5: 2 X 6 EXTERIOR WALL, R-19 BATT, SEE A701 FOR INTERIOR WALL ASSEMBLIES J:,,,,w,g;,, ''t Ir-IT 1: PAR1Y WALL, 2X STGR STUD, U341,STC jt> V y 4 ,r-.rr 2: 2 X 4 INTERIOR PAR1l0N f@ f # # # § i + INT 3: 2 X 4 INTERIOR PARTlON WALL, }< .-~ :-< :-{ Ir-IT 4: 2X 6 PLUMBING Double striping of stalls shall be per zoning code section 12.21a5 chart no. 5 every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level. KEYNOTE [2] TANKLESS WALL MOUNTED WATER HEATER PLAN LEGEND ABOVE FLOOR LINE CENTERLINE NOT IN CONTRACT or BY OWNER EQUIPMENT NEW WALi/PARTiTiON. REFER TO PARTITION LEGEND EXPANSION JOINT (EJ) GRIDLINE -FOR STRUCTURE SEE STRUCTURAL DRAWINGS FORKEY 7 ~ 2" MIN CLRI ~'. _______ ; I/ 4B'.!-!/ 7 7: 60" TURNING RADIUS 30" X 48" CLEARANCE ACCESSIBILITY CLEARANCE FOR DOOR PRIMARY/ EXTERIOR/ COMMON 18" INT. 24" , 2' -0" I / / /i / DOOR STOP 1 1/2" MIN I _j I I WITHIN DWELLING UNIT 0 i.,, EXT.~ 12" 18" NOT r --/A, t 7 c REQ'D I • (0 I 0 I I "' L I ACCESSIBLE ROUTES At least one accessible route shall be provided within the site from accessible parking spaces and accessible passenger loading zones: Public streets and sidewalks; and public transportation stops to the accessible building or facility entrance they serve. where more than one route is provided, all routes must be accessible. (11b-206.2.1) At least on accessible route shall connect accessible buildings, accessible facilities, accessible elements, and accessible spaces that are on the same site. (11 b-206.2.2) Accessible routes shall consist of one or more of the following components: walking surface with a running slope not steeper than 1 :20(5%), dooiways, ramps, curb ramps excluding the flared sides, elevators, and platfonm lifts. (11b-402.2) The running slope of walking surfaces shall not be steeper than 1:20 (5%). the cross slope of walking surface shall be steeper than 1 :48 (2.083%) (11 b-403.3) Except a turns or passing spaces, the clear width of walking surface shal! be 36" inches minimum. (11 b-403.5.1) the clear width for walking sutfaces in corridors serving an occupant load of 10 or more shall be 44 inches minimum. (11b-403.5.1) The clear width for sidewalks and walks shall be 48 inches minimum.(11 b-403.5.1) The clear width for accessible routes to accessible toilet compartments shall be 44 inches except for door-opening widths and door swings. (11 b-403.5.1) Entrances shall be provided in accordance with 11 b-206A entrances. Entrance doors, doorways, and gates shall comply with 11 b-404 doors. doorways, and gates and shall be on an ac~ssible route complying with 11b-402 accessible routes; (11b-206.4) All entrances and exterior ground-floor exits to buildings and facilities shall comply with 11 b-404 doors, doorways and gates (11 b-206.4.1) Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level. 7 ~ 1. The construction shall not restrict a flve-foot clear and unobstructed access to any water of power distribution facilities (power poles, pull boxes, transformers, vaults, pumps, valves, meters, appurtenances, etc.) or to the location of the hook-up. The construction shall not be within ten feet of any power lines-whether or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses. 2.An approved seismic gas shutoff valve will be installed on the fuel gas line on the downstream side of the utility meter and be rigidly connected to the exterior of the building or structure containing the fuel gas piping. NOTE separate plumbing permit is required. 3.Provide ultra-low flush water closets for all new construction. Existing shower heads and toilets must be adapted for low water consumption. 4.Shower compartments and walls above bathtubs with installed shower heads shall be finished with a smooth non-absorbent surface to height no less than 72 inches above the drain inlet. 5.Water heaters must be strapped to a wall. 6.Null 7.A copy of the evaluation report and or conditions of listing shall be made available at the job site. 8.The electrical system shall have sufficient capacity to simultaneously charge all designated EV spaces at the full rated amperage of the EVSE. plan design shall be based upon a 40-ampere minimum branch circuit. a separate electrical permit is required. 9.The service panel or subpanel circuit directrny shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as EV CAPABLE in accordance with the Los Angeles Bectrical Code. PLAN NOTES SEE A 400'5 FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCES N ALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISH SEE FINISH PLAN FOR FINISH MATERIAL CONSTRUCTION CREW TO COVER DUCT OPENINGS AND PROTECT MECH EQUIPMENT DURING CONSTRUCTION= CBC 11 -4.410.1 MATERIALS WITH VISIBLE WATER DAMAGE SHALL NOT BE INSTALLED. FOR ALL ELEVATIONS -SEE CIVIL EB Team: □ ..J ::, co z CJ (/) w □ Architect/Contractor Ultra-Unit Architectural Studio t. 562.997.0971 e. cameron@ultra-unit.com Structural Engineer David Choi and Associatese t. 562.382.8040 e. david@dca-se.com Title 24 Energy: Alternative Energy System t. 818.957.7733 e.marylynn@title24energy.com Civil Engineer: CJE t. 619.88.0576 Cutural Resource Survey: DuDek t. 740.942.5147 Surveyor: Pasco Laret Suiter & Assocciate t. 858.259.8212 Architect Stamp 2 0 N ch N ' " 0 z 0:: <t :J a ~ ~ L__ __ _j?:5 ~--~M w z~ 0: z (3 <( 0: 0 ::) <( <( O :::, m ~ 0(1) I Z _J u -a:: o I<( C") u (_) C") 0 C") C") t " ·e- 0 N -_J <( (9 LL LL w -, " E " z E " c!, C') N 0 N <ii ('J n. 0 L__ __ _J~ Revisions No. Description Date ' ' Sheet Name BUILDING 2 - LEVEL 1 Sheet Number A-120 Project Number 17-1230 Drawn By Author Checked By Checker Scale 1/4" = 1'-0" -, ~ C ·o. ro ::, er C E 0 0 C') C') 0 C') N ~ ' f'- ~ (fl t; w -, 0 a: 0. f'- ~ 0 N 1ii 0 a, ·~ ~I ±e ~ ·1: ::, ""' 2 n. N C') f'-N C') 0 N 0 § 1 0-- 0-- 0-w- 0- 0- - - cp 0- BLDG 2 -LEVEL 2 1/4" = 1'-0" 1/ 0 UNIT5-BR2 507 149 SF IT5-LAUND 510 32SF ' ' / I UNIT57RR 509 63SF i\ \ I ' UNIT5-BR1 505 143 SF // // -,------ ,I /i '\JliJIT5-CLEj1/' /I' ,1,.1•1, L 511·.···· ,:·\ ' 11 , \/ 14SF \1 !J V 7 I V y I I I ______ J L ____ , -7 UNIT 5 -PA~RY 506 31 SF REF. [I REF. UNIT 5 -LIVING 504 208SF I] UNIT 5 -KITCHEN 502 238SF f-----------------c"r~ m UNIT 4 -P ANTR~::::::~ UNIT ,4 -RR---1,_c.__ 402 33SF 1Q§ 65SF l · ' I ' / 0 X X II I ~d1~44~UNDR [°:J:32SF UNITjt~~. 10 s ,I, UNIT4-BR2 407 150SF ' --- I ' L -, ' y I I ---_J y X A /1/\/ 1\UNIT I ' I 1, I 1 I // UNIT4-BR1 404 147 SF A A ! I A - UNIT 4-KITCHEN Ff===:._-'----~ 406 157 SF -- I // UN IT 4 -LIVING ROOM 403 338SF UNIT 4 -PATIO 411 42SF 40' -10 1/2" cp K a, ow =';----=---l ------------------------ SEE A700 FOR EXTERIOR WALL JO // /'. /i}-~Ti: 2 X 6 EXTERIOR WALL, R-19 • EXT 4: 2 X 6 EXTERIOR WALL, R-19 BATT, -'".,., --'' ."----''-"'')1' CULTURED STONE 0/ LATH & SCRATCH COAT, STC fj n 1/111 ui a<T 5: 2 X 6 EXTERIOR WALL, R-19 BATT, SEE A701 FOR INTERIOR WALL ASSEMBLIES AUSid•E·i''1" INT 1: PARTY WALL, 2X STGR STUD, U341,STC ~, v v z.f ,NT 2: 2 X 4 INTERIOR PAR110N ' f¥@ M@ '§ £ ¥ 4 INT 3: 2 X 4 11\JTERIOR PARTION WALL, -Pi ,-,: ,"-' ?} INT 4: 2X 6 PLUMBING Double striping of stalls shall be per zoning code section 12.21a5 chart no. 5 every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level. KEYNOTE [2J TANKLESS WALL MOUNTED WATER HEATER PLAN LEGEND ABOVE FLOOR LINE CENTERLINE NOT IN CONTRACT or BY OWNER EQUIPMENT NEW WALUPARTITION. REFER TO PARTITION LEGEND EXPANSION JOINT (EJ) -------(3 GRIDLINE -FOR STRUCTURE SEE STRUCTURAL DRAWINGS FORKEY 7 :j2" MIN CLRI 2' -0" ( ,,, 7 Ji ' 60" TURNING RADIUS 30" X48" CLEARANCE DOOR STOP 1 1/2" MIN ACCESSIBILITY CLEARANCE FOR DOOR PRIMARY/ EXTERIOR/ COMMON 18" INT. 24" WITHIN DWELLING UNIT 0 ;EXT. ~ 12" i 18" NOT REQ'D L ACCESSIBLE ROUTES At least one accessible route shall be provided within the site from accessible parking spaces and accessible passenger loading zones: Public streets and sidewalks; and public transportation stops to the accessible building or facility entrance they serve. where more than one route is provided, all routes must be accessible. (11b-206.2.1) At least on accessible route shall connect accessible buildings, accessible facilities, accessible elements, and accessible spaces that are on the same site. (11b-206.2.2) Accessible routes shall consist of one or more of the following components: walking surface with a running slope not steeper than 1 :20(5%), doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. (11 b-402.2) The running slope of walking sutfaces shall not be steeper than 1 :20 (5%). the cross slope of walking surface shall be steeper than 1:48 (2.083%) (11b-403.3) Except a turns or passing spaces, the clear width of walking surface shall be 36" inches minimum. (11 b-403.5.1) the clear width for walking surfaces in conidors serving an occupant load of 10 or more shall be 44 inches minimum. (11 b-403.5.1) The clear width for sidewalks and walks shall be 48 inches minimum.(11 b-403.5.1) The clear width for accessible routes to accessible toilet compartments shall be 44 inches except for door-opening widths and door swings. (11b-403.5.1) Entrances shall be provided in accordance with 11 b-206.4 entrances. Entrance doors, doorways, and gates shall comply with 11b-404 doors. doorways, and gates and shall be on an accessible route complying with 11 b-402 accessible routes; (11 b-206.4} All entrances and exterior ground-floor exits to buildings and facilities shall comply with 11 b-404 doors, doorways and gates (11 b-206.4.1) Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level. 7 1.The construction shall not restrict a five-foot clear and unobstructed access to any water of power distribution fadlities (power poles, pull boxes, transformers, vau!ts, pumps, valves, meters, appurtenances, etc.) or to the location of the hook-up. The construction shall not be within ten feet of any power lines-,_111hether or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses. 2.M approved seismic gas shutoff valve will be installed on the fuel gas line on the downstream side of the utility meter and be rigidly connected to the exterior of the building or structure containing the fuel gas piping. NOTE separate plumbing permit is required. 3.Provide ultra-low flush water closets for all new construction. Existing shower heads and toilets must be adapted for low water consumption. 4.Shower compartments and walls alx>ve bathtubs with installed shower heads shall be finished with a smooth non-absorbent surface to height no less than 72 inches above the drain inlet. 5. Water heaters must be strapped to a wall. 6.Null 7.A copy of the evaluation report and or conditions of listing shall be made available at the job site. 8.The electrical system shall have sufficient capacity to simultaneously charge all designated EV spaces at the full rated amperage of the EVSE. plan design shall be based upon a 40-ampere minimum branch circuit. a separate electrical permit is required. 9.The service pane! or subpanel circuit directory shall identify the overcurrent protective device space(s} reserved for future EV charging purposes as EV CAPABLE in accordance with the Los Angeles Electrical Code. PLAN NOTES SEE A 400'S FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCES N ALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISH SEE FINISH PLAN FOR FINISH MATERIAL CONSTRUCTION CREW TO COVER DUCT OPENINGS AND PROTECT MECH EQUIPMENT DURING CONSTRUCTION= CBC 11-4.410.1 MATERIALS WITH VISIBLE WATER DAMAGE SHALL NOT BE INSTALLED. FOR ALL ELEVATIONS -SEE CIVIL EB Team: Cl _, ::, (D z CJ CJ) llJ Cl Architect/Contractor Ultra-Unit Architectural Studio t. 562.997.0971 e. cameron@ultra-unit.com Structural Engineer David Choi and Associatese t. 562.382.8040 e. david@dca-se.com Title 24 Energy: Alternative Energy System t. 818.957.7733 e.marylynn@title24energy.com Civil Engineer: CJE t. 619.88.0576 Cutural Resource Su1Vey: DuDek t. 740.942.5147 Surveyor: Pasco Laret Suiter & Assocciate t. 858.259.8212 Architect Stamp MERQ-:,.J"CR 1 C3150 1.31.20 w z~ a: z c) <t: a: 0 :::J <t: <t: 0 :::J co ~ 0(1) I Z ...J u -a::: o I <t: ('I') u u ('I') 0 ('I') ('I') t (I) 'a' ~ iti E rn z ~ ~ -~ 0 -N ....J ~ LL LL w -, D :G iii (:) a_ G L_ __ ..J1i5 Revisions No.; Description Date ! I I Sheet Name BUILDING 2-LEVEL 2 Sheet Number A-121 Project Number 17-1230 Drawn By Author Checked By Checker Scale 1/4" = 1'-0" -, :SC a_ <D "' f'-N (') 0 N 0 § cp 0-- 0--3 0----- ~ ' I - 5 . - 3 0--- 0--[ 13 G) BLDG 2 -ROOF DECK 1/4" = 1'-0" • I ' -----------------------·· ---··----- . ' i cp cp I I I i ! ' i ! ! ! ;1 I I T UL=._ ; // .. ~/ // // / « // // /'. / /( // // // // ✓ // // // // ; .. t _ _ / i □N!-+-..--J--J-+---l--i i========v----• I , • I I - ' I. \ I ' I ' --___J J ' 1;1/ L ____ /, BLDG 2-ROOF RECK 308 ... Not Enclosed ' ' . I i I ! • • ' i ! i ' ' ' .. }~ . .,· .. r ' I I I I I L " // 1/ // // /7 // // 1/ ,:/ 7/ // // // // // 1/ // /, _H )( /, I ---7 ' --! I ' l I I I ' I ' ' ' -- I i i UNIT4 I I RECREATION I I .... SPACE UNIT 5 I RECREATION I f--++'-+--+----+---+----+-+-+, -+-+-++---H SPACE I I I I I I I I I I .J L ·-~---•• . . . . . . . . . . . . . . .. - I I cb ;c, ' .. .;,•,::.:·: . · i ·: ,., ,, 3 . I ' ' ' I I ' . ' DO SLOPE•--+~,---H I ; ",. 1/ +--+-t+-+--+---+---1----'---+-t--+-+-+-++--- i f--1-·H-+---)-+---+-----+-+-----+-+-++--fl - i, I +---+-t+--l--+--+--+-I---_J_---1--1----1---+--+-I.;.. . I c._L..... ---------+-+---+----+-+--t---t---,--tt- I i 2 ! '+--"' I ' I I I i ' ' - ! ' ' 0 - I ! I I ----0 ---0 ----0 --.. ) .. ·. : . :,,; : :; : .'; ,,,,::; .. :--.'- ,.;-i FIRl;STONE 'UL TRAPL Y TYPO' ROOFING MEMBRANCE CLASS 'B' ESR-2831, L___1_J CRRC PROD ID. 0608-0034. NOTE ALL ROOF AREAS TO BE 3-YEAR AGED SRI VALiJEAT 75AND A THERMAL EMMITTANCE OF AT LEAST 0.75 0 SHAFT PENETRATION r--:;-i 'DEX'.0-TEX WEATHERWEAR AS A CLASS A FIRE-RETARDANT ROOF L.::'..J COVERING' CSl#07180 LARR REPORT #2360-T 0 10" c\ASE THROUGH-BOLT TIEBACK ANCHORS, SEE A-902 FOR SPEC [I] ROOFDRAIN 0 OVERFLOW 0 LINE TO UV TREATED PVC PIPE DRAIN 0 SCUPPER 4"x6" SCUPPER WITH DOWNSPOUT. 0 WOOD FRAMED PARAPET WITH CAP FLASHING. MIN. 42" HIGH PARAPET. ~ FUTURE CONDUIT FROM SOLAR ZONE TO MAIN SERVICE PANEL G METAL EQUIPMENT SCREEN 42" MAX. ~ INVERTER, METERING EQUIPMENT AND CONDUIT TO MAIN SERVICE PANELS ,;-;-i PATHWAY FOR ROUTING PLUMBING FROM SOLAR ZONE TO HOT WAT.ER L'.::J SYSTEM NOTE: -A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS 110.10B THROUGH 110.10C SHALL BE PROVIDED TO THE OCCUPANT. -ROOF MOUNTED EQUIPMENT SHALL BE CONCEALED FROM VIEW AND THE SOUND BUFFERED FROM ADJACENT PROPERTIES AND STREETS IN ACCORDANCE WITH BUILDING DEPARTMENT POLICY NO. 80-6 ···----·-··--------- ROOF LEGEND ROOF PLAN SPECIFIC NOTES TOTAL COMBINED ROOF AREA= 11362SQFT 1704 SOFT SOLAR ZONE REQD-NO AREA LESS THAN 160SQFT 4 SOLAR ZONES AT 450SQFT = 1800SQFT PROVIDED ROOF NOTES: 1. Contractor shall confirm that all ar(;.'c!S of roof are provided with positive drainage. 2. Roof penetrations shall be flashed per building and manufactures specffications. 3. Contractor shall be responsible for coordination of sizes and locations of roof openings, platfonns, bases, lighting, power, convenience outlets, etc., with equipment being supplied. 4. All roofing materials to be installed as per manufacture's recommendations and specifications. 5. Provide roof insulation per t-24 sheets. 6. Provide rain gutters, diverters and downspouts as required, refer to grading plans for drainage patterns. 7. Roof diaphragm nailing to be inspected before covering. face grain of plywood shall be perpendicular to supports. 8. All new crickets shall slope minimum 1/2" per foot. 9. Provide roof scupper with overflow to downspouts as shown on lid plan. 10. Parapet dimensions are shown from face of finish uno. 11. G.C. to verify all dimensions and contact architect if any discrepancies exist, prior to commencing work. 12. G.C. to assure roof installation and all penetrations to be fully weathertight. 13. Roofing to comply with USC standards 15-4 and shall be installed in accordance with table 15-t>-2 (r1J02.1) 14. Installed roofing over minimum 30#-underlayment. 15. The quality and design of roofing materials and their fastening devices shall conform to the applicable standaros listed in chapter 35, part II (1507.1) 16. All materials shall be delivered in packages bearing the manufacturers label or identifying mark. · 17. The roofing installer shall be responsible for providing a complete waterproof installation including all necessary flashing, caps, pipe jacks, opening protection and sealants. all roofing shall comply with NRCAstandards UBC chapter 13. 18. Verify that all areas have a positive 1/4" per foot min. roof drainage prior to installation. 19. Downspouts are sized either for UPC code average 6"/ hour rainfall or minimum 8" interior DIA. -whichever is greater. 20. Provide plywood or felt crickets as required to maintain 1 /2" per foot drainage at equipment pads and roof hatch. 21. Installed roofing materials as soon as possible after installation of metal roof deck to minimize exposure of the deck to moisture sources. - 22. All exposed roof metal and vents shall be primed and prepared for paint finish. paint shall match exterior wall color per exterior finish schedule. 23. All/any roof penetrations shall be minimum 18" away from air conditioning unrts and a minimum18" from other penetrations. 24. Vents through roof shall be installed 10'-0" from and tenninated 3'-0" above any fresh air intakes. 25. Openings in the building envelope that are potential sources of air leakage shall be caulked, gasketed, weather-stripe or otherwise sealed to limit infiltration and exfiltration. 26. Contractor shall verify that all gas lines condensation and all conduit lines shall not extend above roof surfaces. 27. Lead flashing shall be used at all roof and overflow drain penetrations. 28. Material used for roof sheathing: wood structural panels used for roof sheathing shall be bonded by intermediate or exterior glue. (CBC 2320.12.9) 29. The roof sheathing shall include a radiant barrier. 30. The main electrical seivice panel shall have a reserved space to allow for installation of a double pole circuit breaker for a future solar electric installation. the reserved space shall be positioned at the opposite (load) end from the input feeder location or main circuit location and shall be permanently marked as ''for future solar electric" (4.211.4 energy code and 110.10 LAFD requirement no. 96) EQUIPMENT ON ROOFS. CMG 2016 308.1.1-6,304 1. Enclosures. equipment on roof shall be designed or enclosed so as to wrt:hstand climatic conditions in the areas in which it is installed. where enclosures are provided, each enclosure shall be of reasonable height, and shall have at least a thirty (30) inch (762 mm) clearance between the entire service access panel(s) of the equipment and the wall of the enclosure. 2. Roof support. roofs on which equipment is to be installed shall be capable of supporting the addrt:ional load or shall be reinforced to support the additional load. 3. Corrosion resistance. all access locks, screws, and bolts shall be of corrosion-resistant material. 4. Roof drainage. equipment shall be installed an a well-drained surface of the roof. 5. Guards or rails. at least six (6) ft. (1,829 mm) between any part of the equipment and the edge of a roof or similar hazard, or rigidly fixed rail, guards, parapets, or other building structures at least forty-two (42) inches (1,067 mm) in height shall be provided on the exposed side. 6. Electrical power. all equipment requiring an external source of electrical power for its operation shall be provided with: ( 1} readily accessible electrical disconnecting means within sight of the equipment. (2) a 120 vac grounding-type receptacle outlet on the roof adjacent to the equipment. the receptacle outlet shall be on the supply side of the disconnect switch. 7. Service and access to equipment and appliances. equipment and appliances shall be accessible for inspection, seivice, repair, and replacement without removing permanent construction. sufficient clearance shall be maintained to permit cleaning of heating surfaces; the replacement of filters, blowers, motors, burners, controls, and vent connections; the lubrication of moving parts where necessary; the adjustment and cleaning of burners and pilots; and the proper functioning of explosion vents, if provided. [NFPA 54-09:9.2.1] unless otherwise specified, not less than thirty (30) i inches (762 mm) in depth, width, and height of working space shall be provided. class b -built up roofing-white surfaced 8. The panel or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reseived to permint installation of a branch circuit over current protective device. 9. The service panel or subpanel circuit directory shall identify the over current protective device space(s) reserved for future EV charching as EV capable the raceway termination location shall be permanent and visibly marked EV capable. 10. A copy of the construction documents or a comparable document indicating the information from energy code sections 110.10(b) trough 110.10(c) shall be provided to the occupant. (ENERGY CODE 110.10(d)) SOLARZONE The solar zone is an allocated space that is unshaded, un-penetrated, and free of obstructions. it serves as a suitable place that solar panels can be installed at a future date. Solar Zone Calculations Total roof area: 6 715 SF Total area required solar zone (15%) (6 715SFx 0.15) = 1 008 SF required. Solar Zone 1 = 508 SF Solar Zone 2 = 500 SF Note: -Minimum dimension 5'-0", 80 SF -No obstructions and 2 times height of obstruction setback. -Minimum 4'-0" centerline access path to stand pipes, roof hatches, skylights or vent hatches . -Solar zone shall have 4'-0" clear perimeter access . -The solar zone shall be oriented between 10 deg. And 270 deg. From the north. A minimum of 1" metalic conduit termination point for future solar use . -The main electrical service panel shall have a reserved space to allow for installation of a double pole circuit breaker for a future solar electric lnstallatlon. The reserved space shall be positioned at the opposite (load) end from the input feeder location or main circuit location and shall be permanently marked as ''for future solar electric" ROOF KEYNOTE GJ 2'-0 X 4'-0 VELUX MOTORIZED SKYLIGHT 0 BARREL VAULT CEILING 0 CRICKET 0 CONDENSOR 0 DRAIN & SCUPPER OVER FLOW Team: 0 ..., ::, (Il z (') CJ) w 0 Architect/Contractor Ultra-Unit Architectural Studio t. 562.997.0971 e. cameron@ultra-unit.com Structural Engineer David Choi and Associatese t. 562.382.8040 e. david@dca-se.com Title 24 Energy: Alternative Energy System t. 818.957.7733 e.marylynn@title24energy.com Civil Engineer: CJE t. 619.88.0576 Cutural Resource Smvey: DuDek t. 740.942.5147 Surveyor: Pasco Laret Suiter & Assocciate t. 858.259.8212 Architect Stamp w z~ 0:: z (3 <( 0:: 0 ::> <( <( 0 ::> co ~ 0(1) I Z .....J u -0::: o I<( C'0 u u C'0 0 C'0 C'0 t (!) "2' (I) E "' z "E .!!2 0 25 ~ 0 0 N ...J (3 LL LL w ..., 0 N m ('.) o_ 0 '----''© Revisions No. Description Date ' ' • Sheet Name BUILDING 2-ROOF DECK Sheet Number A-122 Project Number 17-1230 Drawn By Author Checked By Checker Scale 1/4" = 1'-0" -, ~ C Ii "' ~ tJ" C ~ 0 "1 "1 g N 2 o_ 0 " r--- N ,;-; 0 N 0 £,I ~ 1 I I ! z , j ' ! y X I ! ! I I ! ! I w I i ! I I ! I I f ! ! I ' I i ' { I j T 1 j ~ s cp G 2' -10" 0 / "' / /4 . - F-- £::! -r-- "' R --- I I Q BLDG 3 -LEVEL 1 1/4" = 1'-0" 5' -0" 5' -0" A UNIT 7 -STORAGE 706 28SF A A $TUDYROOM . 703 187 SF 41 (,~~) \ y cp cp 2' -2 112" 5' -1" 7' -4" 3' -10" 1' -10 112"2' -0" B41 // 1881 X X X X y 2' -0" 2' -O" 2' -0" // 1/ // I x UNIT 7 -MASTE 709 78SF , cp 2'-0" 2'-31/2" 1/ ) ' I I ,- If½--==------"--- 4' -2" 3' -0" 3' -0" LL w 0:: 0 0 UNIT 7 -STER BR blbl --, I UNIT7-PAN 707 ~F L UNIT 7 -KITCHEN , " " ,,, , , ~ ·-·-·-·-·2;~F--·-·~----·-·1·-· 1 42" HT.WALL I A A A BENCH UNIT 7 -LIVING ROOM 702 397SF ' L ----1 ' I 10 ' I 0 ' I Qj ~ ' / I ' 5• -11 112" I E3 i f I' " 'I \ _J_ --· I IT6-STO 6~1lF 410CF EQ i 7' -7" 7 8 268SF UNIT7-MASTERCLS (D07) 710 60SF \ i\ j I I I .. /\ ·1' , ... 1,,1 Ii ,I L U T7-GUESTRR 712 58SF 0 r -- UNIT GURS LS 713 1 SE:: (D04) - ' UNIT 7 -LAUNDRY 714 ~~ ---~SF b~ ' ___j 20'-2112" µNIT 7 -GARAGE 1 ' 715 ' 407SF j I J I J C I I [JQJ G 13 14 EXT 1 A I \ I I 4' -4" 0 e ;1/ ;1/ / 2' -0" / / // 16 0 ;.., -0 0 "' "' ;.., N 0 "' Name UNIT 7 -MASTER RR UNIT 7 -LAUNDRY UNIT 7 -GUEST RR UNIT 7 -STAIR UNIT 7 -KITCHEN UNIT 7-MASTER CLS UNIT 7 -LIVING ROOM UNIT 7 -STUDY ROOM UNIT 7 -STORAGE UNIT 7 -GUEST BR UNIT 7 -PANTRY UNIT 7 -GURST CLS UNIT 7 -FORYER UNIT 7 -MASTER BR UNIT 7 -DINING ! UNIT 6 -KITCHEN ! UNIT 6 -BEDROOM !UNIT6-RR !UNIT 6 -CLS i UNIT 6 -STORAGE I UNIT 6 -STAIR UNIT 7 -GARAGE UNIT 7 -PATIO BLDG 3 -ROOF DECK Room Schedule -BUILDING 3 I ' Area 178 SF !45SF 1 58 SF '67 SF ;292SF :50 SF !397 SF i 187 SF :28 SF '145 SF 117 SF 11 SF 137 SF 1268 SF j250 SF 1940 SF ! 127 SF 1261 SF !55 SF !36 SF i61 SF 142SF 583 SF 407 SF 424SF 315 SF 1147 SF 3669 SF I Total I Total i Bedroom Bathroom i 1 1 2 1 1 0 3 1 1 2 1 1 0 3 Unbounded Height 8' -0" 8' -0" 8' -0" 8' -0" 8' -10" 8' -10" 8' -1 0" 8' -1 0" 8' -10" 8' -10" 8' -1 O" 8' -1 O" 8' -10" 10' -O" 11' -6" 8' -0" 8' -0" 8' -0" 8' -0" 8' -0" 18' -O" 8' -011 10' -O" 22' -7 518" SEE A700 FOR EXTERIOR WALL -'7 ✓ /1/ ffe EXT 1: 2 X 6 EXTERiOR WALL, R-19 BATT 4"7 ===;s. EXT4: 2 X 6 EXTERIOR WALL, R-19 BATT, CULTURED STONE 0/ LATH & SCRATCH COAT, STC -{1111 d n I fr EXT 5: 2 X 6 EXTERIOR WALL, R-19 BATT, SEE A701 FOR INTERIOR WALL ASSEMBLIES f'''A;Yiicij\. INT 1: PARTY WALL, 2X STGR STUD, U341,STC f' v v ,-INT 2: 2 X 4 INTERIOR PARTION rw w f i & k@ ~ INT 3: 2 X 4 INTERIOR PARTION WALL, -h K K 4 INT 4: 2X 6 PLUMBING Double striping of stalls shall be per zoning code section 12.21a5 chart no. 5 every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level. KEYNOTE [2J TANKLESS WALL MOUNTED WATER HEATER PLAN LEGEND ABOVE FLOOR LINE CENTERLINE NOT IN CONTRACT or BY OWNER EQUIPMENT NEW WALUPARTITION, REFER TO PARTITION LEGEND EXPANSION JOINT (EJ) -------(3 GRIDLINE -FOR STRUCTURE SEE STRUCTURAL DRAWINGS FORKEY 7 32" MIN CLRI 60" TURNING RADIUS 30" X 48" CLEARANCE 2· -0" I / J ( / DOOR STOP 1 112" MIN I 0 ACCESSIBILITY CLEARANCE FOR DOOR PRIMARY I EXTERIOR I COMMON L ~ -J_-+ 18" INT 24" WITHIN DWELLING UNIT EXT. ~ 12" 18" NOT r.: -/\ / 7 ' ~ REQ'D I I ", . ! / "' t 1=·===1¾-" 0 I "' L " ACCESSIBLE ROUTES At least one accessible route shall be provided within the site from accessible parking spaces and accessible passenger loading zones: Public streets and sidewalks; and public transportation stops to the accessible building or facility entrance they serve. where more than one route is provided, all routes must be accessible. (11b-206.2.1) At least on accessible route shall connect accessible buildings, accessible facilities, accessible elements, and accessible spaces that are on the same site. (11 b-206.2.2) Accessible routes shall consist of one or more of the following components: walking surface with a running slope not steeper than 1 :20(5%), doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. (11 b-402.2) The running slope of walking surfaces shall not be steeper than 1:20 (5%). the cross slope of walking surface shall be steeper than 1:48 (2.083%) (11b-403.3) Except a turns or passing spaces, the clear width of walking surface shall be 36" inches minimum. (11b-403.5.1) the clear width for walking surfaces in corridors serving an occupant load of 10 or more shall be 44 inches minimum. (11b-403.5.1) The clear width for sidewalks and walks shall be 48 inches minimum.(11b-403.5.1) The clear width for accessible routes to accessible toilet compartments shall be 44 inches except for door-opening widths and door swings. (11b-403.5.1) Entrances shall be provided in accordance with 11b-206.4 entrances. Entrance doors, dornways, and gates shall comply with 11 b-404 doors. dooiways, and gates and shall be on an accessible route complying with 11b-402 accessible routes: (11b-206.4) AH entrances and exterior ground-floor exits to buildings and facilities shall comply with 11 b-404 doors, doorways and gates (11b-206.4.1) Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level. 1.The construction shall not restrict a five-foot clear and unobstructed access to any water of power distribution facilities (power poles, pull boxes, transformers, vaults, pumps, valves, meters, appurtenances, etc.} or to the location of the hook-up. The construction shall not be within ten feet of any power lines-whether or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses. 2.An approved seismic gas shutoff valve will be installed on the fuel gas line on the downstream side of the utility meter and be rigidly connected to the exterior of the building or structure containing the fuel gas piping. NOTE separate plumbing permit is required. 3.Provide ultra-low flush water closets for all new construction. Existing shower heads and toilets must be adapted for low water consumption. 4.Shower compartments and walls above bathtubs with installed shower heads shall be finished with a smooth non-absorbent surface to height no less than 72 inches above the drain inlet. 5.Water heaters must be strapped to a wall. 6.Null 7.A copy of the evaluation report and or conditions of listing shall be made availabie at the job site. 8.The electricai system shall have sufficient capacity to simultaneously charge all designated EV spaces at the full rated amperage of the EVSE. plan design shall be based upon a 40-ampere minimum branch circuit. a separate electrical permit is required. 9.The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as EV CAPABLE in accordance with the Los Angeles Electrical Code. PLAN NOTES SEE A 400'S FOR ENLARGED UNIT PLANS SEE A SOD'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCES N ALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISH SEE FINISH PLAN FOR FINISH MATERIAL CONSTRUCTION CREW TO COVER DUCT OPENINGS AND PROTECT MECH EQUIPMENT DURING CONSTRUCTION= CBC 11 -4.410.1 MATERIALS WITH VISIBLE WATER DAMAGE SHALL NOT BE INSTALLED. FOR AL~ ELEVATIONS -SEE CIVIL EB Team: 0 _, z CJ (/) w Cl Architect/Contractor Ultra-Unit Architectural Studio t 562.997.0971 e. cameron@ultra-unit.com Structural Engineer David Choi and .Associatese t 562.382.8040 e. david@)dca-se.com Title 24 Energy: Alternative Energy System t 818.957.7733 e.marylynn@title24energy.com Civil Engineer: CJE t 619.88.0576 Cutural Resource Suivey: DuDek I. 740.942.5147 Surveyor: Pasco Laret Suiter & Assocciate t 858.259.8212 Architect Stamp w z~ 0:: z t3 <( 0:: 0 ::> <( <( a=> ca ~ 0(1) I Z ..J u -0:: o I<( C") u u C") 0 C") C") t w ·e 0 N ....I <( (9 LL LL UJ 7 ;; E ro z 1: © Q N ro ('.) (L u .___ __ _,15 Revisions No. Description Date ! ' Sheet Name BUILDING 3-LEVEL 1 Sheet Number A-130 Project Number 17-1230 Drawn By Author Checked By Checker Scale 1/4" = 1'-0" .,, :e [l, (D " l'-N C') 0 N 0 § ~ yy i ' I I ! ' I ' ' I 7 T I I I-H-+-+-t--+~~+--+-----4-+--t---+-f-+--,-1--H--I 1 l l ,I ) I f-H-+-+-1 1 -t--+, -f-+--+-----4-12' -7"--+-l--1--+-e-wl-"', --, : I ' . L -- -.,___1-_ Fireplace ---- "' ~ I,; V/ -··-· i1 11 ~ k I,; I,; ,, L; '----'"-----------------~ Ao. 14'-1" V / I/ D 0 I 13'-0" ,a. 'V UNIT7 RECREATION SPACE G ! 4 I LJ 111// // i I : : U~ TO VIEW D,ECK ' BBQ / / Ii { J - REF. y y ; ----0 . i L_ -l-+-+-+-~+-------4-+--+-+--+-f---l'--+-W---1--1' ' . ' . -; i : ! !._ __ -i-l-+-+--+--------4--'---+-+-------+-,-c+-l__-l'-I ' ! -~-W-"-1-+----+-~-~__j__~--'-'---'---c- l ' . I I ' ( -0 -0 -0 UF I 1rn1 ' Hl' _ _!,-c--.=ccccc-==;~;;;;;;;ll UNIT 7 -PATIO 716 424SF ' . ML,;.,,.."' / .,.,..,,..,.....,,..,,...,.,..-t1 f,1 --,-- ' - UNIT 6 -KITCHEN 602 127 SF --7 I,--·--~-- \ ' t::=J t::=J V V V V V J./1.' ! ' (D07:) • I L ' ' ,::,,-·-·-·---·-·-· I ! . ' !No" H-1 -t-~t---c"'-: ,J:;,-"111111 ,, , IH,1,--t----,,-'"1 !-++-----+---'-' -f-1111\11,1 ' llv,'11r--t--t-1 I c+-+---+ --,---1-~I :/;lce--l--,c__-11 ON /-/Ii I: I : . l•~+----,t r ! --+---1[ I f--+-1 c___--,~r. , r UNIT'6 -STORAGE 605 . 20SF UNIT 6-BEDROOM 601 261 SF I-'.-' -l-'--l-----l-----4-+---lV/,:J111~_j--tt;;::::::1.d.)--j----j (II IC:=L_ ______ __J • ;1/ ' STUDIO APT. f-r+--+---+-~-+---111 : ___j_ f------~ + 1-, ++-4-;f-~--l-1//~...::;:;::::;::::;;_/::_::1/:;;. /,:;;1/;;:::;1/;;:.L,1, I i ==rrar-. ,>' // // f-'--1-+-, +--BARREL ~ ~ H:-+-, 1'--+-/-VAULT " I I ! i ' ~ I L I c 1/ 1/ eee 1 I 'UNIT6i-CLS ,-'604 36SF .-c+--..____ __,._. ----0 •--S--0 -0 X////JI v ......... . I,; v v ,,,...._, '-/ -0 1 f-'B""L,,,D~G=3_--=L==EV-'-=EL=2---------~~------------------------------------------------------------- 1/4" = 1'-0" SEE A700 FOR EXTERIOR WALL EXT 1: 2 X 6 EXTERIOR WALL, R-19 L'/ /f" // /,;S-BATT EXT 4: 2 X 6 EXTERIOR WALL, R-19 BATT, 'S, CULTURED STONE 0/ LATH & SCRATCH COAT, STC --ti II II II II It EXT 5: 2 X 6 EXTERIOR WALL, R-19 BATT, SEE A701 FOR INTERIOR WALL ASSEMBLIES ft'.'/?£fffKc1. INT 1: PAR1Y WALL, 2X STGR STUD, U341,STC '.'° y ··c §; INT 2: 2 X 4 INTERIOR PARTION -8§\1,f§ij@( INT 3: 2 X4 INTERIOR PARTION WALL, ?-c '"• ,-,, A--INT 4: 2X 6 PLUMBING Double striping of stalls shall be per zoning code section 12.21 a5 chart no. 5 every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level. KEYNOTE [2J TANKLESS WALL MOUNTED WATER HEATER PLAN LEGEND ABOVE FLOOR LINE CENTERLINE NOT IN CONTRACT or BY OWNER EQUIPMENT NEW WALUPARTITION. REFER TO PARTITION LEGEND EXPANSION JOINT (EJ) -----<3 60" TURNING RADIUS 30" X 48" CLEARANCE ACCESSIBILITY CLEARANCE FOR DOOR PRIMARY/ EXTERIOR/ COMMON 18" INT. 24" EXT.~ ,-1_~ -----', ~ ! ' I 1' G" ACCESSIBLE ROUTES 12" 7 I GRIDLINE -FOR STRUCTURE SEE STRUCTURAL DRAWINGS FORKEY f' 71 -----=-. I = I 0 33" MIN CLf I ~ /j / I ' Z-~~ I ' 1/ / I I ~ r I "' L ---:,-_J WITHIN DWELLING UNIT 18" -7 0 NOT REQ'D At least one accessible route shall be provided within the site from accessible parking spaces and accessible passenger loading zones: Public streets and sidewalks; and public transportation stops to the accessible building or facility entrance they serve. where more than one route is provided, all routes must be accessible. (11b-206.2.1) At least on accessible route shall connect accessible buildings, accessible facmties, accessible elements, and accessible spaces that are on the same site. (11b-206.2.2) Accessible routes shall consist of one or more of the following components: walking surface with a running slope not steeper than 1 :20(5%), dooiways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. (11b-402.2) The running slope of walking surfaces shall not be steeper than 1:20 (5%). the cross slope of walking surface shall be steeper than 1 :48 (2.083%) (11 b-403,3) Except a turns or passing spaces, the clear width of walking surface shall be 36" inches minimum. (11 b-403.5.1) the clear width for walking surfaces in corridors serving an occupant load of 10 or more shall be 44 inches minimum. (11b-403.5.1) The clear width for sidewalks and walks shall be 48 inches minimum.(11 b-403.5.1) The clear width for accessible routes to accessible toilet compartments shall be 44 inches except for door-opening widths and door swings. (11b-403.5.1) Entrances shall be provided in accordance with 11b-206.4 entrances. Entrance doors, doorways, and gates shall comply with 11b-404 doors. doorways, and gates and shall be on an accessible route complying with 11b-402 accessible routes; (11b-206.4) All entrances and exterior ground-floor exits to buildings and facilities shall comply with 11 b-404 doors, dooiways and gates ( 11 b-206.4.1) Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with section 1205.2 or shall be provided with artificial light that is adequate to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level. 7 7 1.The construction shall not restrict a five-foot clear and unobstructed access to any water of power distribution facilities (power poles, pull boxes, transformers, vaults, pumps, valves, meters, appurtenances, etc.) or to the location of the hook-up. The construction shall not be within ten feet of any power lines-whether or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses. 2.An approved seismic gas shutoff valve will be installed on the fuel gas line on the downstream side of the utility meter and be rigidly connected to the exterior of the building or structure containing the fuel gas piping. NOTE separate plumbing permit is required. 3.Provide ultra-low flush water closets for all new construction. Existing shower heads and toilets must be adapted for low water consumption. 4.Shower compartments and walls above bathtubs with installed shower heads shall be finished with a smooth non-absorbent surface to height no less than 72 inches above the drain inlet. 5.Water heaters must be strapped to a wall. 6.Null 7 .A copy of the evaluation report and or conditions of listing shall be made available at the job site. 8.The electrical system shall have sufficient capacity to simultaneously charge all designated EV spaces at the full rated amperage of the EVSE. plan design shall be based upon ·a 40-ampere minimum branch circuit. a separate electrical permit is required. 9.The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as.EV CAPABLE in accordance with the Los Angeles Electrical Code. PLAN NOTES SEE A 400'S FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCES N ALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISH SEE FINISH PLAN FOR FINISH MATERIAL CONSTRUCTION CREW TO COVER DUCT OPENINGS AND PROTECT MECH EQUIPMENT DURING CONSTRUCTION= CBC 11 -4.410.1 MATERIALS WITH VISIBLE WATER DAMAGE SHALL NOT BE INSTALLED. FOR ALL ELEVATIONS-SEE CIVIL E9 Team: Cl _J :::J co z (!) (/) w Cl Architect/Contractor Ultra-Unit Architectural Studio t. 562.997.0971 e. cameron@ultra-unit.com Structural Engineer David Choi and Associatese t. 562.382.8040 e. david@dca-se.com Title 24 Energy: Alternative Energy System t. 818,957.7733 e.marylynn@title24energy.com Civil Engineer: CJE t. 619.88.0576 Cutural Resource Survey: DuDek t. 740.942.5147 Surveyor: Pasco Laret Suiter & Assocciate t. 858.259.8212 Architect Stamp Revisions No, l Description Sheet Name 0 N -...J ~ LL LL UJ '""') Date BUILDING 3 -LEVEL 2 Sheet Number A-131 Project Number 17-1230 Drawn By Author Checked By Checker Scale 1/4" = 1'-0" 2 0.. 0 "' r--N C'l 0 N 0 01 t:c 0 ~ y y I A I ~3~~ yy G y I i--------. _,,,...- Q .... 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I f i : ! : ' ... t•.+-~--'-j ,t,i,~ H i -• !J_J, UI .. · 1f-tt-+-------,--+--+--,'----+-+--+--+-----,-------'---c·-+--, ,--1 lh1--"-; ,,o_i ' i , 1N, . 4-1:+----j---+--+~ --+-t--:,--_ ~,_--++--_ -+~· -_ ~~ -_ -:_ --+-+--_ +~ -_ -++--++-i ~:i =~+H_I 'I . I ! r -----7 7,,0/0 UNIT6 RECREATION SPACE BLDG 3 -ROO!o-DECK- 717 315SF --., ' ,R Ht--+----+--+---+-~-+---+---+---+---+--,'-------+-~,--+HII '------------------------uN-I I i " f-tt-+--+-+-+-+--+-~ ,, -+-+--+, --+-+--+--++,···~ i I j 21'-2 7/8";.-,. 21'-2 7/8"/"'a. / V .t\ 20'-11" ' - I e-+-;.-'-+--'-'-+-+---+-+---+-+.L~ 1 f-+--+--1-: ' / ;cf., I c'.1:"1 I . I I ~ -+--+-+--ho. '6"- 1--i-++--+-f--+-+ ' I ;,R. 0 ' I i I I I I 20'-9 7/8"~ '--!"' p ---0 --0 :--0 20'-11 3/4"" '--!"' : ' I i i I .~j' I I<-+--+-+----;+--+'__, N !,, ~ L__, . : f---i---+-t--t-t--t-~--t-+-H'----Ji '--+-~-~~•---i-~-~--+-+-+-1 -+-I "' I I : I 1,___,__,_----t------t--+---l 111-+-+--+-+-----r-l I lo-+---+-~---+--< "' ! ' I ' ' ! ! I \ 1 i----=C----'-H-'--O=-U=-S=E_-_,__R-'--'O"--'O"-'F--------------~------------------------f-',__!--.,.='_.------------------------------------ 1/4" = 1 '-0" ~ NOTE: -A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS 110.10B THROUGH 110.10C SHALL BE PROVIDED TO THE OCCUPANT, -ROOF MOUNTED EQUIPMENT SHALL BE CONCEALED FROM VIEW AND THE SOUND BUFFERED FROM ADJACENT PROPERTIES AND STREETS IN ACCORDANCE WITH BUILDING DEPARTMENT POLICY NO. 80-6 ROOF LEGEND ROOF PLAN SPECIFIC NOTES TOTAL COMBINED ROOF AREA= 11362SQFT 1704 SOFT SOLAR ZONE REQD -NO AREA LESS THAN 160SQFT 4 SOLAR ZONES AT 450SQFT = 1 BOOSQFT PROVIDED ROOF NOTES: 1. Contractor shall confinn that all areas of roof are provided with positive drainage. 2. Roof penetrations shall be flashed per building and manufactures specifications. 3. Contractor shall be responsible for coordination of sizes and locations of roof openings, platfonns, bases, lighting, power, convenience outlets, etc., with equipment being supplied. 4. All roofing materials to be installed as per manufacture's recommendations and specifications. 5. Provide roof insulation per t-24 sheets. 6. Provide rain gutters, diverters and downsrx:iuts as required, refer to grading plans for drainage patterns. 7. Roof diaphragm nailing to be inspected before covering. face grain of plywood shalt be perpendicular to supports. 8. All new crickets shall slope minimum 1/2" per foot 9. Provide roof scupper with overflow to downspouts as shown on lid plan. 10. Parapet dimensions are shown from face of finish uno. 11. G.C. to verify all dimensions and contact architect if any discrepancies exist, prior to commencing work. 12. G.C. to assure roof installation and all penetrations to be fully weathertight. 13. Roofing to comply with UBC standards 15-4 and shall be installed in accordance with table 15-b-2 (1902.1) 14. Installed roofing over minimum 30# underlayment. 15. The quality and design of roofing materials and their fastening devices shall conform to the applicable standards listed in chapter 35, part II (1507.1) 16. All materials shall be delivered in packages bearing the manufacturers label or identifying mark. 17. The roding installer shall be responsible for providing a complete waterproof installation including all necessary flashing, caps, pipe jacks, opening protection and sealants. all roofing shall comply with NRCA standards UBC chapter 13. 18. Verify that all areas have a positive 1/4" per foot min. roof drainage prior to installation. 19. Downspouts are sized either for UPC code average 6"/ hour rainfall or minimum 8" interior DIA. -whichever is greater. 20. Provide plywood or felt crickets as required to maintain 1/2" per foot drainage at equipment pads and roof hatch. 21. Installed roofing materials as soon as possible after installation of metal roof deck to minimize exposure of the deck to moisture sources. 22. Al! exposed roof metal and vents shall be primed and prepared for paint finish. paint shall match exterior wall color per exterior finish schedule. 23. All/any roof penetrations shall be minimum 18" away from air conditioning units and a minimum18" from 0ther penetrations. 24. Vents through roof shall be installed 10'-0" from and terminated 3'-0" above any fresh air intakes. 25. Openings in the building envelope that are potential sources of air leakage shall be caulked, gasketed, weather-stripe or otherwise sealed to limit infiltration and exfiltration. 26. Contractor shall verify that all gas lines condensation and all conduit lines shall not extend above roof surfaces. 27. Lead flashing shall be used at all roof and overHow drain penetrations. 28. Material used for roof sheathing: wood structural panels used for roof sheathing shali be bonded by intermediate or exterior glue. (CBC 2320.12,9) 29. The roof sheathing shall include a radiant barrier. 30. The main electrical seJVice panel shall have a reserved space to allow for installation of a double po!e circuit breaker for a future solar electric installation. the reserved space shall be positioned at the opposite (load) end from the input feeder location or main circuit location and shall be permanently marked as "for future solar electric" (4.211.4 energy code and 110.10 LAFD requirement no. 96) EQUIPMENT ON ROOFS. CMG 2016 308.1.1-6,304 1. Enclosures. equipment on roof shall be designed or enclosed so as to withstand climatic condrl:ions in the areas in which it is installed. where enclosures are provided, each enclosure shall be of reasonable height, and shall have at least a thirty (30) inch (762 mm) clearance between the entire seJVice access panel(s) of the equipment and the wall of the enclosure. 2. Roof support. roofs on which equipment is to be installed shall be capable of supporting the additional load or shall be reinforced to support the additional load. 3. Corrosion resistance. all access locks, screws, and bolts shall be of corrosion-resistant material. 4. Roof drainage. equipment shall be installed on a well-drained surface of the roof. 5. Guards or rails. at least six (6) ft. (1,829 mm) between any part of the equipment and the edge of a roof or similar hazard, or rigidly fixed rail, guards, parapets, or other building structures at least forty-tvvo (42) inches (1,067 mm) in height shall be provided on the exposed side. 6. Electrical power. all equipment requiring an external source of electrical power for its operation shall be provided with: (1) readily accessible electrical disconnecting means within sight of the equipment. (2) a 120 vac grounding-type receptacle outlet on the roof adjacent to the equipment. the receptacle outlet sha!I be on the supply side of the disconnect switch. 7. Service and access to equipment and appliances. equipment and appliances shall be accessible for inspection, service, repair, and replacement without removing pennanent construction. sufficient clearance shall be maintained to permit cleaning of heating surfaces; the replacement of filters, blowers, motors, burners, controls, and vent connections; the lubrication of moving parts where necessary; the adjustment and cleaning of burners and pilots; and the proper functioning of explosion vents, if provided. [NFPA 54-09:9.2.1] unless otherwise specified, not less than thirty (30) i inches (762 mm) in depth, width, and height of working space shall be provided. class b -built up roofing-white surfaced 8. The panel or subpanel $hall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to pennint installation of a branch circuit over current protective device. 9. The service panel or subpanel circuit directory shall identify the over current protective device space(s) reserved for future EV charching as EV capable the raceway termination location shall be permanent and visibly marked EV capable. 10. A copy of the construction documents or a comparable document indicating the information from energy code sections 110.1 O(b) trough 110.1 O(c) shall be provided to the occupant. (ENERGY CODE 110.10(d)) SOLAR ZONE The solar zone is an allocated space that is unshaded, un-penetrated, and free of obstructions. it seives as a suitable place that solar panels can be installed at a future date. Solar Zone Calcl!!ations Total roof area: 6 715 SF Total area required solar zone (15%) (6 715 SF x 0.15) = 1 008 SF required, Solar Zone 1 ~ 508 SF Solar Zone 2 "" 500 SF Note: -Minimum dimension 5'-0", 80 SF -No obstructions and 2 times height of obstruction setback. -Minimum 4'-0" centerline access path to stand pipes, roof hatches, skylights or vent hatches. -Solar zone shall have 4'-0" clear perimeter access. -The solar zone shall be oriented between 10 deg. And 270 deg. From the north. A minimum of 1" metalic conduit termination point for future solar use. -The main electrical service panel shall have a resetved space to allow for installation of a double pole circuit breaker for a future solar electric installation. The reseived space shall be positioned at the opposite (load) end from the input feeder location or main circuit location and shall be permanently marked as ''for future solar electric" ROOF KEYNOTE [!] 2'-0 X 4'-0 VELUX MOTORIZED SKYLIGHT 0 BARREL VAULT CEILING 0 CRICKET 0 CONDENSOR 0 DRAIN & SCUPPER OVER FLOW Team: Cl .,,J ::, al z CJ <I) w Cl Architect/Contractor Ultra-Unit Architectural Studio t. 562.997.0971 e. cameron@ultra-unit.com Structural Engineer David Choi and Associatese t. 562.382.8040 e. david@dca-se.com Tille 24 Energy: Alternative Energy System t. 818.957.7733 e.marylynn@title24energy.com Civil Engineer: CJE t. 619.88.0576 Cutural Resource Survey: DuDek t. 740.942.5147 Surveyor: Pasco Laret Suiter & Assocciate t. 858.259.8212 Architect Stamp CAiv!ERON CROCKETT C3!503 l.31.2019 Revisions No. Description ! Sheet Name BUILDING 3 - DECK Sheet Number 2 0 OJ cl, OJ ' " 0 z ii: <( ::J a z I 0 '----' 8 ~--~C') ~ 0 -N _J ~ LL LL w -, ' 0 C') OJ ~ ' r--- ~ -el 2 u 2 .c ~ <( ' C') 0 1iJ OJ C ·i 0 t3 m ·e n_ % .2 00 "' " 0 ro o z I;J C ro ~ CJ ._ __ __,'\3 -, Date ROOF A-132 Project Number Drawn By Checked By Scale 17-1230 Author Checker 1/4" = 1'-0" 2 n_ ,n ,n r---OJ C') 0 OJ 0 ~ y 2 A-542 cp RF 1 --------l [g] [g] [g] [g] GLS 1 RL1 Surve 50'-0" cp 6 ' b [g] 0 ' b I \ / ' ; b ' b 0 ' b "" f-~ _, f-I CJ w I Survey 70'-0" 0 l BLDG i-ROOF DECK ~ 20' -O" Survey 60'-0" 0 ---l-6LDG 1-lEVEI 2 0 10'-0'' CIJ' · Survey 50'-0" -I =Ill 1 111 ' -Ill l-111 "-111 "'-111 "-111 ,_Il l I -111' -111 " -Ill -Ill -Ill II -Ill l-111'"-111' '111 I-Ill -111"'-11 1 "-111" -111' l-111' l-111 '-Ill -111' -Ill I -Il l l-111 ' l-111'"-111 I-Ill -111 " Il l 111" I •• ,_, 1 , ,,_,, ,_111 ,,_l 11,,_111-7 _111, ,_I 11, ,_I 11 , ,_111 ,, ,m,,_111 ,, ,_I 11,, ,_I 11, ,_I 11,, ,_I 11,,_111,,_I I 1,, ,_111,, ,_111,, ,_111-~_l 11 ,, ,_111 ,, ,_111,,_I I I, ,_I 11, ,_111 ,, ,_I 11, ,_111 ,, ,_I 11,, ,_111,, ,_I 11,, ,_111I , ,,_I 11, ,11 11=111; ,,_111 ,, ,_111,, ,_111,. ,_111~ ~1-IPJFL1 ~ O' -O" I . 1 1 I I G) BLDG 1 -ELEVATION-EAST 1/4" = 1'-0" cp Cy cp y 2 A-542 . 0 RF 1 ~ Bl QG 1-BQOF -20' -O" g--- EXT1 ' ,,,---t--------!FRM ,,------iGLS GLS1 2' -O": FRM 1 ,/Jl.l"'",--'B!\!,L":OG,c1• -.!.&_VE-+--u 10'-0" 2' -0" · ~8~ ~ l ~I L_I lj "' "' "' N "" [g] [g] l [g] [g] [g] [g] [g] [g] ~1 11' Ill "1 11 Ill Ill '11 1 '111 Ill Ill Il l "111"'111 "11 1"'1 11' 111 '111" 111"'lli"'11 1'"111 " 11 1"'111' Il l '111 ' ll'.;tl!_"~~1c_"n1 ffi 11r ' 111' '111"'1 11 "11, RL 1 j_j 11-l lil-11 1-111-111 -11 1-111 -111-111-11 1-111-111-11 1-111-111-111-1 11-111-111-1 1-11 l_j j j_j j j_j j j_ I , __ j j j_j j j _ _j I ,_j j j_j j j_j j j_l 11-,,. =1I1=11111 11 111 =1 I ITI I 1=1 I 1=1 I l=I I 1=1 I 1=1 I 1=1 I l=I I 1=1 I 1=1 I 1=1 I 1=11 I 1=1 I l=I I 1=1 I 1=1 I 1=1 I 1=1I1 =1 11-= I 1=1 I1 =11 1:c:1 ! 1=1 I =1 I 1=1I1=1111=1I 1=11 I I I @ BLDG 1 -ELEVATION -WEST 1/4" = 1'-0" 6 ' 0 70.25' 0 r BLDG 1 -ROOF PECK ~ 20· -o· 60.25' 0 l __ B_I oo...1_-LEVEL 2 0 -10'-0" ~ 50.25' •-9--B~[, OG.1..-I E\/fl 1 0 .---. 0'-0" CIJ' ELEVATION NOTES 1. EXTERIOR STUCCO: A MATERIALS & AFPLICATION SHALL COMPLY WITH AFPLICABLE SECTIONS OF THE "HANDBOOK OF RECOMMENDED SPEC IFICATIONS FOR LATHING, FURRING & PLASTERING" BY THE CALIFORNIA LA THING/ PLASTERING CONTRACTORS ASSOC. AND CHAPTER 25, CBC. EXTERIOR STUCCO COLORS, TEXTURE AND FINISH SHALL BE SELECTED AND APPROVED BY OWNER B. STUCCO LATH SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES C. ALL STUCCO SHALL BE PLUMB & EVEN WITHIN 1/8" IN 10'. STUCCO SHALL BE 3 COATS W/ FINAL COAT BEING A LATEX BASED COLOR COAT. 2. GYPSUM WALLBOARD (DRYWALL) 5/8": A ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN THE CURRENT EDITION OF THE CBC, AND APPLICABLE AGENCIES. B. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. C. SINGLE-PLY APPLICATION. 1. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE-RESISTIVE CONSTRUCTION OR DIAPHRAGM ACTION IS NOT REQUIRED. 2. THE SIZE AND SP/\CING OF FASTENERS SHALL COMPLY WITH THE CURRENT EDITION OF THE CBC EXCEPT WHERE MODIFIED BY FIRE-RESISTIVE CONSTRUCTION. FASTENERS SHALL NOT BE SPACED LESS THAN 318 INCH FROM EDGES AND ENDS OF GYPSUM WALLBOARD. FASTENERS AT THE TOP AND BOTTOM PLATES OF VERTICAL ASSEMBLIES, OR THE EDGES AND ENDS OF HORIZONTAL ASSEMBLIES PERPENDICULAR TO SUPPORTS, AND AT THE WALL LINE MAY BE OMITTED EXCEPT ON SHEAR-RESISTING ELEMENTS OR FIRE-RESISTIVE ASSEMBLIES. FASTENERS SHALL BE AFPLIED IN SUCH A MANNER AS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD. D. WHEN GYPSUM IS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER OR WATER CLOSET COMPARTMENT WALLS, WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED. E. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS: 1. OVER A VAFOR RETARDER 2. IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM OOMS OR GANG SHOWER ROOMS. 3. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12 INCHES ON CENTER F. PROVIDE 5/8" GYPSUM WALLBOARD @ALL INTERIOR WALLS U.N.O. AND 1/2" GYPSUM WALLBOARD @ALL INTERIOR CEILING SURFACES, U.N.O. G. ALL GYPSUM WALLBOARD SHALL HAVE THE FOLLOWING: 1. AT JOINTS: PROVIDE PERFORATED TAPE, BEDDING & TAPING COMPOUND FINISHED SMOOTH @ALL JOINTS. PROVIDE BULL NOSED CORNERS @ALL INTERIOR CORNERS. 2. FINISH: WALLS SHALL HAVE A SMOOTH OR LIGHT ORANGE PEAL FINISH 3. LINOLEUM: MATERIALS, COLOR & FINISH SHALL BE SELECTED & APPROVED BY THE OWNER FLOORING SUB-CONTRACTOR SHALL FURNISH, INSTALL & FINISH ALL FLOORING WORK TO BE TRUE & PLUMB. INSTALL PER MANUFACTURERS INSTALATION INSTRUCTIONS. 4. TILE FLOORING: THE OWNER SHALL SELECT ALL FLOOR TILE & COLORS. ALL TILE MATERIALS SHALL BE INSTALLED "LATEX-PORTLAND CEMENT MORTAR SET", NO HAND-SET TILE AFPLICATIONS WILL BE ALLOWED. CONTRACTOR SHALL SUPPLY ALL MATERIALS, PREP. AND INSTALL 5. ALL AREAS & INSTALL ALL CERAMIC TILE MATERIALS IN STRICT CONFORMANCE WITH THE LA TEST EDITION OF THE AMERICAN TILE INSTITUTE, HANDBOOK FOR TILE INSTALLATION. PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. ELEVATION LEGEND ~-~I EXT 1 I (BASE COLOR): 7/8" STUCCO 0/ LATH; 20/30 FINISH -UA HABRA "WHITE" IX~'x >l I EXT 2 I BLUE cERAMIc TILE o, sTucco scRATcH coAT BAsE I EXT 3 I (ACCENT COLOR) 7/8" STUCCO O/LATH; 20/30 FINISH -LA HABRA "GREY'' 13==:al EXT 41 CULTURED sTONEO/LATH &sTucco scRATCH coAT ~ (BASE COLOR) : 7/8" STUCCO 0/ LATH 20/30 FINISH - ~-~ l"""'_':'J LA HABRA "WHITE". 1 HR F.R. -~ DARK BRONZE KYNAR FINISH BY ARCADIA ~-~ I FRM1 I r'RM 1 -DARK BRONZE HYNAR FINISH BY ARCADIA 1111 !!'l:11:I RF 1 I BLUE STANDING SEAM ROOF, DREXEL METALS ING.," DMC 100SS 1", -WITH FULLY ADHERED UNDERLA YM ENT. ~ RAILING: 42" HIGH METAL RAILING WITH PAINT FINISH COLOR: ~-~ L"':__'._J DUNN EDWARDS! BLACKJACK (DE6371) NOTE ROOF MOUNTED EQUIPMENT WILL BE CONCEALED FROM VI EW AND SOUND BUFFER FROM ADJACENT PROPERTIES. ELEVATION NOTES SEE A 400'S FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCES ALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISH SEE FINISH PLAN FOR FINISH MATERIAL SEE A700 FOR EXTERIOR WALL SYSTEM TAGS SEE A701 FOR FLOOR AND ROOF SYSTEM TAGS Team: Cl _J ::::) (!) z C) Cf) w 0 Architect/Contractor Ultra-Unit Architectural Studio t. 562.997.0971 e. cameron@ultra-unit.com Structural Engineer David Choi and Associatese t. 562.382.8040 e. david@dca-se.com Title 24 Energy: Alternative Energy System t. 818.957.7733 e.marylynn@tit1e24energy.com Civil Engineer: CJE t. 619.88.0576 Cutural Resource Survey: DuDek I. 740.942.5147 Surveyor: Pasco Laret Suiter & Assocciate t. 858.259.8212 Architect Stamp w z~ a: z (3 <( a: 0 => <( <( o =>co ~ 0(1) I Z ..J u -0::: o I<( M Uu Mo CV') CV') t (I) ·e O,_ 0 N _J <t'. (9 LL LL w """') iD E "' z c (I) 0 0 .El cij (') "' ~--------~ ~-~,QJ Revisions No. Description Date Sheet Name ELEVATION - BUILDING 1 E/W Sheet Number A-201 Project Number 17-1230 Drawn By Author Checked By Checker Scale 1/4" = 1'-0" ~ C ·o. ro :, O' C J:: 0 0 (') ('J 0 ('J N ~ ' r-- 2 a_ ~ 0 ro N ('J 0 N 0 ~ ~ cp RF 1 FRM1 DR1 G) BLDG 1 -ELEVATION -NORTH 1/4" = 1'-0" T RL 1 GLS1 .__ __ GLS 1 f--- EXT4 GLS1 cp 3 0 25' -3" 0 I C 0 ' 0 GLS 1 FRM1 EXT1 0 0 ~ RL 1 GLS 1 GLS1 EXT1 FRM 1 0 ' ' ! • t: 2 0 0 ---' ' >-0 I "' C') w I l i >-~ 0 :J ' >-0 I "' C') w I Survey 70'-0"~ Bl PG.L: ROOF PECK ~ 20' -O" Survey 60'-0" ~ BLQG 1 -LEVEL 2 ~ 10' -O" Survey 50'-0" Survey 70'-0" ~ [ BLD!:21 RQOFQECK ~ 20· -o· Survey 60'-0"~ .__ Bl pc; LLEVEL 2 ~ 10' -O" Survey 50'-0"-0-r-= ~PC.LLEVEI 1 ~ D' -O" Elc""VATION NOTES 1. EXTERIOR STUCCO: A. MATERIALS & APPLICATION SHALL COMPLY WITH APPLICABLE SECTIONS OF THE "HANDBOOK OF RECOMMENDED SPECIFICATIONS FOR LA THING, FURRING & PLASTERING" BY THE CALIFORNIA LATHING/ PLASTERING CONTRACTORS ASSOC. AND CHAPTER 25, CBC. EXTERIOR STUCCO COLORS, TEXTURE AND FINISH SHALL BE SELECTED AND APPROVED BY OWNER. B. STUCCO LATH SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PL.ATES C. ALL STUCCO SHALL BE PLUMB & EVEN WITHIN 1/8" IN 10'. STUCCO SHALL BE 3 COATS WI FINAL COAT BEING A LA TEX BASED COLOR COAT. 2. GYPSUM WALLBOARD (DRYWALL) 5/8" : A. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN THE CURRENT EDITION OF THE CBC, AND APPLICABLE AGENCIES. . B. GYPSUM WALL.BOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. C. SINGLE-PLY APPLICATION. 1. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE-RESISTIVE CONSTRUCTION OR DIAPHRAGM ACTION IS NOT REQUIRED. 2. THE SIZE AND SPACING OF FASTENERS SHALL COMPLY WITH THE CURRENT EDITION OF THE CBC EXCEPT WHERE MODIFIED BY FIRE-RESISTIVE CONSTRUCTION. FASTENERS SHALL NOT BE SPACED LESS THAN 3/8 INCH FROM EDGES AND ENDS OF GYPSUM WALLBOARD. FASTENERS AT THE TOP AND BOTTOM PL.ATES OF VERTICAL ASSEMBLIES, OR THE EDGES AND ENDS OF HORIZONTAL ASSEMBLIES PERPENDICULAR TO SUPPORTS, AND AT THE WALL LINE MAY BE OMITTED EXCEPT ON SHEAR-RESISTING ELEMENTS OR FIRE-RESISTIVE ASSEMBLIES. FASTENERS SHALL BE APPLIED IN SUCH A MANNER AS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD. D. WHEN GYPSUM IS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER OR WATER CLOSET COMPARTMENT WALLS, WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED. E. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS: 1. OVER A VAPOR RETARDER 2. IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM OOMS OR GANG SHOWER ROOMS. 3. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12 INCHES ON CENTER. F. PROVIDE 5/8" GYPSUM WALLBOARD @ALL INTERIOR WALLS U.N.O. AND 1/2" GYPSUM WALLBOARD @ ALL INTERIOR CEILING SURFACES, U.N.O. G. ALL GYPSUM WALLBOARD SHALL HAVE THE FOLLOWING: 1. AT JOINTS: PROVIDE PERFORATED TAPE, BEDDING & TAPING COMPOUND FINISHED SMOOTH @ALL JOINTS. PROVIDE BULL NOSED CORNERS @ALL INTERIOR CORNERS. 2. FINISH: WALLS SHALL HAVE A SMOOTH OR LIGHT ORANGE PEAL FINISH 3. LINOLEUM: MATERIALS, COLOR & FINISH SHALL BE SELECTED & APPROVED BY THE OWNER. FLOORING SUB-CONTRACTOR SHALL FURNISH, INSTALL & FINISH ALL FLOORING WORK TO BE TRUE & PLUMB. INSTALL PER MANUFACTURERS INSTALATION INSTRUCTIONS. 4. TILE FLOORING: THE OWNER SHALL SELECT ALL FLOOR TILE & COLORS. ALL TILE MATERIALS SHALL BE INSTALLED "LATEX-PORTLAND CEMENT MORTAR SET'', NO HAND-ScT TILE APPLICATIONS WILL BE ALLOWED. CONTRACTOR SHALL SUPPLY ALL MATERIALS, PREP. AND INSTALL. 5. ALL AREAS & INSTALL ALL CERAMIC TILE MATERIALS IN STRICT CONFORMANCE WITH THE LATEST EDITION OF THE AMERICAN TILE INSTITUTE, HANDBOOK FOR TILE INSTALLATION. PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PL.ATE LINE A MINIMUM OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. ELEVATION LEGEND '--~I EXT 1 I (BASE COLOR): 7/8" STUCCO 0/ LATH; 20/30 FINISH -UA HABRA 'WHITE" 1>c::1v':!<:21 I EXT 2 I BLUE cERAMIc TILE o, sTucco scRATCH coAT BASE I EXT 3 I (ACCENT COLOR) 7/8" STUCCO O/L.ATH; 20/30 FINISH -LA HABRA "GREY" ~iiiu11m:1111I EXT 4 ! cuLTURED sToNE o, LATH & sTucco scRATCH coAT ~ (BASE COLOR) : 7/8" STUCCO 0/ LA TH 20/30 FINISH - '------"~ LA HABRA "WHITE".1HR F.R. -~ DARK BRONZE KYNAR FINISH BY ARCADIA '---~I FRM1 I FRM 1 -DARK BRONZE HYNAR FINISH BY ARCADIA & ~ BLUE STANDING SEAM ROOF, DREXEL METALS ING.," DMC 100SS 1", l___"':___'_J WITH FULLY ADHERED UNDERL.AYMENT. ~ RALING: 42" HIGH METAL RAILING WITH PAINT FINISH COLOR: '---~ ~ DUNN EDWARDS; BLACKJACK (DE6371) NOTE: ROOF MOUNTED EQUIPMENT WILL BE CONCEALED FROM VIEW AND SOUND BUFFER FROM ADJACENT PROPERTIES. ELEVATION NOTES SEE A 400'S FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PL.ANS, ENLARGED BATHROOM PLANS, ADA. AND CLEARANCES ALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISH SEE FINISH PLAN FOR FINISH MATERIAL SEE A700 FOR EXTERIOR WALL SYSTEM TAGS SEE A701 FOR FLOOR AND ROOF SYSTEM TAGS Team: 0 ....I ::, Ill en w 0 Architect/Contractor Ultra-Unit Architectural Studio t. 562.997.0971 e. cameron@ultra-unit.com Structural Engineer David Choi and Associatese t. 562.382.8040 e. david@dca-se.com Title 24 Energy: Alternative Energy System t. 818.957.7733 e.marylynn@title24energy.com Civil Engineer: CJE t. 619.88.0576 Cutural Resource Su1Vey: DuDek t. 740.942.5147 Surveyor: Pasco Laret Suiter & Assocciate t. 858.259.8212 Architect Stamp iii ~ z E " 0 0 N -' t5 Ll. Ll. w -, 0 Ii iii ('.) Revisions © f--~-------~-----liil No. Description Date c f--+------'----+-----1·0. 00 f--+---------+-----Jj O' f--+---------+------jC :c f--+---------+------jU f--+--------+-----lfl ;:::=:!:::========'.:! ===~g 0) Sheet Name ELEVATION - BUILDING 1 S/N N -' " ~ ~ w 3 a: 0. " -0 '------------------'~ .----------------,© Sheet Number A-201.1 Project Number 17-1230 ·e g1 s "" c j '"' ;;; Q_ f-------------------1:!J Drawn By Author a) N f-----------------jC') Checked By Checker /;l f-------------------1/;l § Scale 1/4" = 1'-0" '----------------'- 3 ELEVATION-WEST 1/4" = 1'-0" 4 ELEVATION -EAST 1/4" = 1'-0" $Survey 71'-0" , 11 ,0.-,---!!!Bl;,,DG,'c2'-'-RQQF DECK •' '7 21'-0" b b e:, 4) Survey 61 '-0" qll' I Bl PG? -LEVEL2 <-__ .l 11'-0" • 0 -,- ' 0 t: ' ::a I :::l 0 ,_ ' I (9 b w I cp 0 I 0 I 0 I 0 0 ' Survey 61'-0::. I V 7', --1--'I; •'"G ~ I EVEL 2 0 I ,,,_o• '\J Surve 51 '-0" 2....:..LEVFI 1 ~ 1' -O" 0 I BLQG..2 -LEVEL 1 ~ 1' -O" ELEVATION NOTES 1. EXTERIOR STUCCO: A. MATERIALS & APPLICATION SHALL COMPLY WITH APPLICABLE SECTIONS OF THE "HANDBOOK OF RECOMMENDED SPECIFICATIONS FOR LATHING, FURRING & PLASTERING" BY THE CALIFORNIA LATHING/ PLASTERING CONTRACTORS ASSOC. AND CHAPTER 25, CBC. EXTERIOR STUCCO COLORS, TEXTURE AND FINISH SHALL BE SELECTED AND APPROVED BY OWNER. B. STUCCO LATH SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES C. ALL STUCCO SHALL BE PLUMB & EVEN WITHIN 1/8" IN 10'. STUCCO SHALL BE 3 COATS WI FINAL COAT BEING A LATEX BASED COLOR COAT. 2. GYPSUM WALLBOARD (DRYWALL) 5/8": A ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN THE CURRENT EDITION OF THE CBC, AND APPLICABLE AGENCIES. B. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. C. SINGLE-PLY APPLICATION. 1. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE-RESISTIVE CONSTRUCTION OR DIAPHRAGM ACTION IS NOT REQUIRED. 2. THE SIZE AND SPACING OF FASTENERS SHALL COMPLY WITH THE CURRENT EDITION OF THE CBC EXCEPT WHERE MODIFIED BY FIRE-RESISTIVE CONSTRUCTION. FASTENERS SHALL NOT BE SPACED LESS THAN 3/8 INCH FROM EDGES AND ENDS OF GYPSUM WALLBOARD. FASTENERS AT THE TOP AND BOTTOM PLATES OF VERTICAL ASSEMBLIES, OR THE EDGES AND ENDS OF HORIZONTAL ASSEMBLIES PERPENDICULAR TO SUPPORTS, AND AT THE WALL LINE MAY BE OMITTED EXCEPT ON SHEAR-RESISTING ELEMENTS OR FIRE-RESISTIVE ASSEMBLIES. FASTENERS SHALL BE APPLIED IN SUCH A MANNER AS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD. D. WHEN GYPSUM IS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER OR WATER CLOSET COMPARTMENT WALLS, WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED. E. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS: 1. OVER A VAPOR RETARDER 2. IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM OOMS OR GANG SHOWER ROOMS. 3. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12 INCHES ON CENTER. F. PROVIDE 5/8" GYPSUM WALLBOARD @ALL INTERIOR WALLS U.N.O. AND 1/2" GYPSUM WALLBOARD@ALL INTERIOR CEILING SURFACES, U.N.O. G. ALL GYPSUM WALLBOARD SHALL HAVE THE FOLLOWING: 1. AT JOINTS: PROVIDE PERFORATED TAPE, BEDDING & TAPING COMPOUND FINISHED SMOOTH @ALL JOINTS. PROVIDE BULL NOSED CORNERS @ALL INTERIOR CORNERS. 2. FINISH: WALLS SHALL HAVE A SMOOTH OR LIGHT ORANGE PEAL FINISH 3. LINOLEUM: MATERIALS, COLOR & FINISH SHALL BE SELECTED & APPROVED BY THE OWNER FLOORING SUB-CONTRACTOR SHALL FURNISH, INSTALL & FINISH ALL FLOORING WORK TO BE TRUE & PLUMB. INSTALL PER MANUFACTURERS INSTALATJON INSTRUCTIONS. 4. TILE FLOORING: THE OWNER SHALL SELECT ALL FLOOR TILE & COLORS. ALL TILE MATERIALS SHALL BE INSTALLED "LATEX-PORTLAND CEMENT MORTAR SET", NO HAND-SET TILE APPLICATIONS WILL BE ALLOWED. CONTRACTOR SHALL SUPPLY ALL MATERIALS, PREP. AND INSTALL. 5. ALL AREAS & INSTALL ALL CERAMIC TILE MATERIALS IN STRICT CONFORMANCE WITH THE LATEST EDITION OF THE AMERICAN TILE INSTITUTE, HANDBOOK FOR TILE INSTALLATION. PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINEA MINIMUM OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. ELEVATION LEGEND ~-~ I EXT 1 i (BASE COLOR); 7/8" STUCCO 0/ LATH; 20/30 FINISH -UA HABRA ''WHITE' l;{i¼'.)Kj'ij ~ BLUE CERAMIC TILE 01 STUCCO SCRATCH COAT BASE EXT 3 I (ACCENT COLOR) 7/8" STUCCO O/LA TH; 20/30 FINISH -LA HABRA "GRE W~-!d\ EXT 4 I CULTURED STONE 0/ LATH & STUCCO SCRATCH COAT EXT S '1· (BASE COLOR): 7/8" STUCCO 0/ LATH 20/30 FINISH - ~-~ LA HABRA "WHITE". 1 HR F.R. -~ DARK BRONZE KYNAR FINISH BY ARCADIA ~-~ I FRM1 I FRM 1 -DARK BRONZE HYNAR FINISH BY ARCADIA -~ BLUE STANDING SEAM ROOF, DREXEL METALS ING.," □MC 100SS 1", ~-'-L____"'::__'__ WITH FULLY ADHERED UNDERLAYMENT. RL 1 ! RAILING: 42'' HIGH METAL RAILING WITH PAINT FINISH COLOR: ~-~ ~-~' DUNN EDWARDS; BLACKJACK (DE6371) NOTE: ROOF MOUNTED EQUIPMENT WILL BE CONCEALED FROM VIEW AND SOUND BUFFER FROM ADJACENT PROPERTIES. ELEVATION NOTES SEE A 400'S FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCES Team: Cl _, ::::, (D z (!) (/) w Cl Architect/Contractor Ultra-Unit Architectural Studio t. 562.997.0971 e. cameron@ultra-unit.com Structural Engineer David Choi and Associatese t. 562.382.8040 e. david@dca-se.com Title 24 Energy: Alternative Energy System t. 818.957.7733 e.marylynn@title24energy.com Civil Engineer: CJE t. 619.88.0576 Cutural Resource Survey: DuDek t. 740.942.5147 Surveyor: Pasco Laret Suiter & Assocciate t. 858.259.8212 Architect Stamp Revisions © 1----------------1~ No. ' Description Date c 1--:__:__+ _ ___:__:__c____,c__c::..:___-1-_ __:____:__-----1·0. ro l------'-----------1---------l ~ 0-'---+-------------'------' C E <---+-----------'------' 0 <----+-----------'------' g ::==:'.:=======::'.::==~~ "' "' Sheet Name ELEVATION BUILDING 2 -E/W -' r----~ w ~ Q r----0 ~---------------'! Sheet Number A-202 Project Number 17-1230 ·e Q_ i ~ C ~ ~ <-----------------'-- ALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISH Drawn By Author gJ SEE FINISH PLAN FOR FINISH MATERIAL 1--------------------lci SEE A700 FOR EXTERIOR WALL SYSTEM TAGS Checked By Checker g SEE A701 FOR FLOOR AND ROOF SYSTEM TAGS 1----------------IN --------------------------------+' Scale 1/4" = 1'-011 ~ ~------------------------------------------------------------------------------------------------------------------------------------..JL ___________ _,_ ------------ CD ELEVATION-SOUTH 1/4" = 1 '-0" 2 ELEVATION -NORTH 1/4" = 1'-0" 0 I ~------------~--------------------~ q) ' ------------~ b ' 0 ' 0 -i- t: :,; 0 -' ' f-0 I "' CJ w I "' ' "' <O ' "' Survey 71 '-0"0 1 BLD.<l._2 -ROOF2~E'°,l' ~ f-~ 0 0 :J ' f-0 0 I ~ "' CJ w I Survey 61'-0" 0 l ___ a,nc;2-IEYFI 2 ~ W-0" 0 ' oi I Survey 51'-0" 0 Surve 71 '-0" BLDG 2 -BQOF DECK ~ 21' -O" Survey 61 '-0"0 J ~,D"2-LEYEI 2 ~ 11' -O" Survey 51 '-0" 0 -•--=BLOG__.2._-LEVE":,!c'.'""d~--I'~ .... ELEVATION NOTES 1. EXTERIOR STUCCO: A. MATERIALS & APPLICATION SHALL COMPLY WITH APPLICABLE SECTIONS OF THE "HANDBOOK OF RECOMMENDED SPECIFICATIONS FOR LATHING, FURRING & PLASTERING" BY THE CALIFORNIA LA THING/ PLASTERING CONTRACTORS ASSOC. AND CHAPTER 25, CBC. EXTERIOR STUCCO COLORS, TEXTURE AND FINISH SHALL BE SELECTED AND APPROVED BY OWNER. B. STUCCO LATH SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES C. ALL STUCCO SHALL BE PLUMB & EVEN WITHIN 1/8" IN 10'. STUCCO SHALL BE 3 COATS W/ FINAL COAT BEING A LATEX BASED COLOR COAT. 2. GYPSUM WALLBOARD (DRYWALL) 5/8": A. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN THE CURRENT EDITION OF THE CBC, AND APPLICABLE AGENCIES. B. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. C. SINGLE-PLY APPLICATION. 1. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE-RESISTIVE CONSTRUCTION OR DIAPHRAGM ACTION IS NOT REQUIRED. 2. THE SIZE AND SPACING OF FASTENERS SHALL COMPLY WITH THE CURRENT EDITION OF THE CBC EXCEPT WHERE MODIFIED BY FIRE-RESISTIVE CONSTRUCTION. FASTENERS SHALL NOT BE SPACED LESS THAN 318 INCH FROM EDGES AND ENDS OF GYPSUM WALLBOARD. FASTENERS AT THE TOP AND BOTTOM PLATES OF VERTICAL ASSEMBLIES, OR THE EDGES AND ENDS OF HORIZONTAL ASSEMBLIES PERPENDICULAR TO SUPPORTS, AND AT THE WALL LINE MAY BE OMITTED EXCEPT ON SHEAR-RESISTING ELEMENTS OR FIRE-RESISTIVE ASSEMBLIES. FASTENERS SHALL BE APPLIED IN SUCH A MANNER AS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD. D. WHEN GYPSUM IS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER OR WATER CLOSET COMPARTMENT WALLS , WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED. E. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS: 1. OVER A VAPOR RETARDER 2. IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM OOMS OR GANG SHOWER ROOMS. 3. ON C~JLINGS WHERE FRAME SPACING EXCEEDS 12 INCHES ON CENTER. F. PROVIDE 5/8" GYPSUM WALLBOARD @ALL INTERIOR WALLS U.N.O. AND 1/2" GYPSUM WALLBOARD @ALL INTERIOR CEILING SURFACES, U.N.O. G. ALL GYPSUM WALLBOARD SHALL HAVE THE FOLLOWING: 1. AT JOINTS: PROVIDE PERFORATED TAPE, BEDDING & TAPING COMPOUND FINISHED SMOOTH @ALL JOINTS. PROVIDE BULL NOSED CORNERS @ ALL INTERIOR CORNERS. 2. FINISH: WALLS SHALL HAVE A SMOOTH OR LIGHT ORANGE PEAL FINISH 3. LINOLEUM: MATERIALS, COLOR & FINISH SHALL BE SELECTED & APPROVED BY THE OWNER. FLOORING SUB-CONTRACTOR SHALL FURNISH, INSTALL & FINISH ALL FLOORING WORK TO BE TRUE & PLUMB. INSTALL PER MANUFACTURERS INSTALATION INSTRUCTIONS. 4_ TILE FLOORING: THE OWNER SHALL SELECT ALL FLOOR TILE & COLORS_ ALL TILE MATERIALS SHALL BE INSTALLED "LA TEX-PORTLAND CEMENT MORTAR SET'', NO HAND-SET TILE APPLICATIONS WILL BE ALLOWED. CONTRACTOR SHALL SUPPLY ALL MATERIALS, PREP. AND INSTALL. 5. ALL AREAS & INSTALL ALL CERAMIC TILE MATERIALS IN STRICT CONFORMANCE WITH THE LA TEST EDITION OF THE AMERICAN TILE INSTITUTE, HANDBOOK FOR TILE INSTALLATION. PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4'" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. ELEVATION LEGEND . ~-~! i EXT 1 j (BASE COLOR): 7/8" STUCCO 0/ LATH; 20/30 FINISH -UA HABRA 'WHITE" ~ st,:;:;?J:.:_;;,;,;_, 1'>---::••-•··'""-!tlii---1 EXT 2 I BLUE CERAMIC TILE 0/ STUCCO SCRATCH COAT BASE -1 EXT 3 I (ACCENT COLOR) 7/8" STUCCO O/LATH; 20/30 FINISH -LA HABRA "GREY" ijl@E'l!;;1f! ~ CULTURED STONE 0/ LA TH & STUCCO SCRATCH COAT Ji EXT 5 : (BASE COLOR): 7/8" STUCCO 0/ LATH 20/30 FINISH - ~-~, I LA HABRA "WHITE". 1HR F.R. ~==; -] DR 1 I DN,K BRONZE KYNAR FINISH BY ARCADIA i ~-~I~ FRM 1 -DARK BRONZE HYNAR FINISH BY ARCADIA Mi _½iJ,f#iil% RF 1 i BLUE STANDING SEAM ROOF, DREXEL METALS ING.,"" DMC 100SS 1", == ', : WITH FULLY ADHERED UNDERLAYMENT. ~-~ ;---~ ! RL 1 I RAILING: 42" HIGH METAL RAILING WITH PAINT FINISH COLOR: ~-~1 ' 1 DUNN EDWARDS; BLACKJACK (DE6371) NOTE: ROOF MOUNTED EQUIPMENT WILL BE CONCEALED FROM VIEW AND SOUND BUFFER FROM ADJACENT PROPERTIES. ELEVATION NOTES SEE A 400'S FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCES ALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISH SEE FINISH PLAN FOR FINISH MATERIAL SEE A700 FOR EXTERIOR WALL SYSTEM TAGS SEE A701 FOR FLOOR AND ROOF SYSTEM TAGS Team: Cl -' ::, tD z (!) Cl) w Cl Architect/Contractor Ultra~Unit Architectural Studio t. 562.997.0971 e. cameron@ultra-unit.com Structural Engineer David Choi and Associatese t. 562.382.8040 e. david@dca-se.com Title 24 Energy: Alternative Energy System t. 818.957.7733 e.marylynn@title24energy.com Civil Engineer: CJE t. 619.88.0576 Cutural Resource Survey: DuDek t. 740.942.5147 Surveyor: Pasco Laret Suiter & Assocciate t. 858.259.8212 Architect Stamp €-D AR CAMERON CROCKETT :...\ \ I I C315D3 I / 1.3 l.2 1 w z~ 0: z c) <( 0: 0 ::J <( <( a => co ~ 0(1) I z _i u -0::: o I<( CV) u u CV) 0 CV) CV) t " ·e- "- 0 N -...J <( (.9 LL LL w 7 ai E " z -C .!!1 0 0 'Q ro (_'J '$ '-----' --:, Revisions No. Description Date Sheet Name ELEVATION- BUILDING 2 -S/N Sheet Number A-202.1 Project Number 17-1230 Drawn By Author Checked By Checker Scale 1/4" = 1'-0" co N C'l 0 N 0 § 0 ! ...L ------- 0 C? cp J ___________ j_ r I 14'-3112" Survey 72'-0"0 ,_ ~ 0 0 ::J ' ,_ 0 0 I '" CD w I Survey 62'-0" ~ -"---' Eil.QG3 ftr'CEI 2 0 I 12·-cr "-" 0 ' 0 I Survey 52'-0"~ , , I . .-,,,_ ,BLDG 3 -bi'Q;L 1 1_1 _,-, ,-__ - 1 -._--- 1 , -_-, _-,-11 -,I,-_ -1- 0 -i -f-I-.-. •-.-.. 111-1 - 1 -_,: 11---, 1-, -1---I-.-,. \-,_-I -, I-I -I -111-_ -, -; .-_ 11-; ,-1 -,. 1--I-_-'! 1-_ -i , -2'-0" ~T-1-, i i 11111 111 ·1 i I :clrl-1 -11 i 1111: :JI 1-111 : 111 ! 11111' i II I i' i Irr,: I ill' 11 ; 1;11 JI I jl_' I! I ijTT~-1 ii I i I ! i 1· 11 i I I I I : Ii"' I ,i 111 !_11111111 i lfl: 11111 i I 11r1· __ I I 111 · 11 i 1-1-11 I -1··1-1~·11 i 1 _: 1· 1·-111 i ,-r' I I~ 111 : i /'!~I I-! i' i j_l (!: : !~--' -1 1-, -------_-'-: -, . -',-, 1--11 -111-I-, 11::i=;: ,-, _j ,i==I. -1 1----111,-1 -I -I -I--I---11 ,_, -, ' --,_ ', __ , , __ ,,_,,,_,,,_,,,_,,,_,, -'IJ-''' _,,,_,,,_,,,_,,,_,,,_, '_,,,_,,,_,,, 1,:_,,,_,,,_,,,_,,,_,,,_,,,_,,,_,, _,, ,_,,,_,,,_,,,,_1:1-'-1,:_•_,,,_·•1, - @ ELEVATION -EAST 1/4" = 1'-0" I ! I I I I I I I I I · I I I I I I I i I 0 0 i ____ l ___ _ 0 I_ 0 I_ ... ji::j] lg}.·, li;jJ f Survey 72'-0" ~ --"----"Ld 3-R~fQECK 0 ~ 22·-o· '\JI ! Survey 62'-0" ~ ---=-)_aoc I , B/FI 2 0 I 12·-o· ~ Survey 52'-0" ELEVATION NOTES 1. EXTERIOR STUCCO: A. MATERIALS & APPLICATION SHALL COMPLY WITH APPLICABLE SECTIONS OF THE "HANDBOOK OF RECOMMENDED SPECIFICATIONS FOR LATHING, FURRING & PLASTERING" BY THE CALIFORNIA LA THING/ PLASTERING CONTRACTORS ASSOC. AND CHAPTER 25, CBC. EXTERIOR STUCCO COLORS, TEXTURE AND FINISH SHALL BE SELECTED AND APPRO'✓ED BY OWNER. B. STUCCO LA TH SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES C. ALL STUCCO SHALL BE PLUMB & EVEN WITHIN 118" IN 10'. STUCCO SHALL BE 3 COATS WI FINAL COAT BEING A LATEX BASED COLOR COAT. 2. GYPSUM WALLBOARD (DRYWALL) 518": A. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN THE CURRENT EDITION OF THE CBC, AND APPLICABLE AGENCIES. B. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. C. SINGLE-PLY APPLICATION. 1. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE-RESISTIVE CONSTRUCTION OR DIAPHRAGM ACTION IS NOT REQUIRED. 2. THE SIZE AND SPACING OF FASTENERS SHALL COMPLY WITH THE CURRENT EDITION OF THE CBC EXCEPT WHERE MODIFIED BY FIRE-RESISTIVE CONSTRUCTION. FASTENERS SHALL NOT BE SPACED LESS THAN 318 INCH FROM EDGES AND ENDS OF GYPSUM WALLBOARD. FASTENERS AT THE TOP AND BOTTOM PLATES OF VERTICAL ASSEMBLIES, OR THE EDGES AND ENDS OF HORIZONTAL ASSEMBLIES PERPENDICULAR TO SUPPORTS, AND AT THE WALL LINE MAY BE OMITTED EXCEPT ON SHEAR-RESISTING ELEMENTS OR FIRE-RESISTIVE ASSEMBLIES. FASTENERS SHALL BE APPLIED IN SUCH A MANNER AS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD. D. WHEN GYPSUM IS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER OR WATER CLOSET COMPARTMENT WALLS, WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED. E. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS: 1. OVER A VAPOR RETARDER 2. IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM OOMS OR GANG SHOWER ROOMS. 3. ON CEILINGS WHERE FR.AME SPACING EXCEEDS 12 INCHES ON CENTER. F. PROVIDE 518" GYPSUM WALLBOARD @ALL INTERIOR \II/ALLS U.N.O. AND 112" GYPSUM WALLBOARD @ALL INTERIOR CEILING SURFACES, U.N.O. G. ALL GYPSUM WALLBOARD SHALL HAVE THE FOLLOWING: 1. AT JOINTS: PROVIDE PERFORATED TAPE, BEDDING & TAPING COMPOUND FINISHED SMOOTH @ALL JOINTS. PROVIDE BULL NOSED CORNERS @ALL INTERIOR CORNERS. 2. FINISH: \II/ALLS SHALL HAVE A SMOOTH OR LIGHT ORANGE PEAL FINISH 3. LINOLEUM: MATERIALS, COLOR & FINISH SHALL BE SELECTED & APPROVED BY THE OWNER. FLOORING SUB-CONTRACTOR SHALL FURNISH, INSTALL & FINISH ALL FLOORING WORK TO BE TRUE & PLUMB. INSTALL PER MANUFACTURERS INSTALATION INSTRUCTIONS. 4. TILE FLOORING: THE OWNER SHALL SELECT ALL FLOOR TILE & COLORS. ALL TILE MATERIALS SHALL BE INSTALLED "LATEX-PORTLAND CEMENT MORTAR SET'', NO HAND-SET TILE APPLICATIONS WILL BE ALLOWED. CONTRACTOR SHALL SUPPLY ALL MATERIALS, PREP. AND INSTALL. 5. ALL AREAS & INSTALL ALL CERAMIC TILE MATERIALS IN STRICT CONFORMANCE WITH THE LATEST EDITION OF THE AMERICAN TILE INSTITUTE, HANDBOOK FOR TILE INSTALLATION. PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. ELEVATION LEGEND Team: 0 _J :::, co z (!) L') w 0 Architect/Contractor Ultra-Unit Architectural Studio t. 562.997.0971 e. cameron@ultra-unit.com Structural Engineer David Choi and Associatese t. 562.382.8040 e. david@dca-se.com Title 24 Energy: Alternative Energy System t. 818.957.7733 e.marylynn@titfe24energy.com Civil Engineer: CJE t. 619.88.0576 Cutural Resource Survey: DuDek t. 740.942.5147 Surveyor: Pasco Laret Suiter & Assocciate t. 858.259.8212 Architect Stamp 0 ~ ~ ~ ~ ~ 0 "' 0 z n: .,: ::J a z I 0 r~--------~ '------' g .___.__' I EXT 1 I (BASE COLOR): 7/8" STUCCO 0/ LATH; 20/30 FINISH -UA HABRA ''\II/HITE' ~ f>(-g'\'!i"~ §:I BLUE CERAMIC TILE 01 STUCCO SCRATCH COAT BASE z <(~ ; EXT 3 \ (ACCENT COLOR) 718" STUCCO O/LATH; 20/30 FINISH -LA HABRA "GRE <( ~ (L z u i ===' Ll'"''""'""'''ji EXT 4 I CULTURED STONE Of LATH & srucco SCRATCH COAT _ __ ,=EXT==5=. 1 , (BASE COLOR): 718" STUCCO 01 LATH 20/30 FINISH - I , LA HABRA "WHITE". 1HR F.R. === -1.· DR 1 I DARK BRON2E KYNAR FINISH BY ARCADIA '.===-=;---" FRM1 I FRM 1 -DARK BRONZE HYNAR FINISH BY ARCADIA •••. I. RF 1 I BLUE STANDING SEAM ROOF, DREXEL METALS ING.," DMC 1008S 1", ~-~I WITH FULLY ADHERED UNDERLAYMENT. ~ RAILING: 42" HIGH METAL RAILING WITH PAINT FINISH COLOR: '-----.J L.:'::....'..J DUNN EDWARDS; BLACKJACK (DE6371) NOTE: ROOF MOUNTED EQUIPMENT WILL BE CONCEALED FROM VIEW AND SOUND BUFFER FROM ADJACENT PROPERTIES. ELEVATION NOTES SEE A 400'8 FOR ENLARGED UNIT PLANS SEE A 500'8 FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA, AND CLEARANCES :3 ~ 9 ~ ! O::)co <3~ ~ a (I) i IZ;d lt~ U -u.. ww oI<( --,f MU U B MO ] M .g; M iJi 8 E "' 0 t z "!j ~ i ~ 0... [5 C) I'------------' '------' 'a5 I~--------------, Revisions ID ''-----------------' 1" No. Description Date c 11------l----~---+------1 'ii "' 11------l--------+------1 ::, r:r 11--------l--------+------l C E IL_ _ _J__ _______ J__ __ __J 0 ''-----1--------+-------' g l~=!::======~====:g (') Sheet Name ELEVATION CUSTOM HOUSE W/E N ~ ' I'-- ~ ~ w ~ Q. I'-- ~ 0 N .__ ____________ __JO) , ______________ o Sheet Number A-203 Project Number 17-1230 CJ ·e ii ::J "" ·c ::, "" ,._ ____________ __,'" ALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISH Drawn By Author ~ SEE FINISH PLAN FOR FINISH MATERIAL 11--------------------1 C'J SEE A700 FOR EXTERIOR WALL SYSTEM TAGS Checked By Checker § SEE A701 FOR FLOOR AND ROOF SYSTEM TAGS 11----------------1 '-------------------------------.WI Scale 1/411 = f-0" ~ '---------=--'-=-=-.L:l"--------------------------------------------------------------------------------------------------------------------------------------_j'-----------------'~ ----------------------------- • CD ELEVATION-NORTH 1/4" = 1'-0" 0 I _j ________ _ 00 I . , I G i y 0 -f---1------------I--------+ I I 16'-21/2" 127.8" ' ~ , -.~- 13 10' -6" y 151.7° -' - ' I y J_ ______ _ _j __________ _ _j I 16'-10 1/2" 15' -91/2" 13' -3" 1' -3" ~~fr~,1:,--,-'----~'~ !li~o,B_•_-.. .,,IP ... , .• ~ .. ; · Ii)pih?Nt · '.;'\ ;,,: ''.•'_'_-. ,: .. . ,, _." . 0 ' -- -l------------- 1 G I -i- 0 0 • ! -6D ~ 0 ----------'1' i f-31 0 ::i ' f-0 I "' Cl w I 0 0 "' Survey 62'-0" -, -.-1, -, -ii -I .-.1-1-, -1,1-11-!-,l,-1;-111-il -11,-·1!-I 1-1 -I-• l-!11-1 -!-'il-11-1 '-11-. •-:!i-11-·,-·] 11-11 -i 11-11 1-! 11-1 1 ,-I· 1-· 1-·1 · 1-11 •-111-• 1 i-1 · 1-111-11 I-I' !-I 1-11 i-i I i-i I I-! 1 •-I!,-,, •-Ii 1-• I I-I 1 •-1•i-1 1 i-· 1 I-I' •-i 1 1-•' l-1 ' ,_, 1 •--1-, -,-· ,-'·1-_. -11 -. I_ -I_.-. -_1·. ,-_. I --1-',-. ·, -.. -.. 1-. ,-·1 '_,-11 1-_ .111-11 -_! 11-• i__ ! ---1-1 1-. _111-. I•-. 1.1.-. ! 11-.. -I -, -1 -, . ,-1 ,-, -, ! -, . -, -.--1-. -, --1 I,-,. I-1-11 -11 -. -,-. ,--. -I .-. ,-, -. --, -,_ -1 l- 11. __ ii! Iii_· ill 11!1 ill_ iii_ 11! 1:1 111_ fill ::1 _111 __ I!! ___ 111! __ 111_. !I: l/1 ___ !!11 ._ 11;!_iil_ iii _ili ___ 1 II Iii ~i11 _!ii __ Ill ill, iii :Ii_ 11 : __ 11•r-·· 11: I ! ! !==I ! I Tn11==1 I !f. 11==1 • i==! 1 1==1 I 1==1 I 1==111 1 11==1 I i . ! I !==I I :=rl ! ==: i i==I i 1==1 I =y=: i 1==i I 1==i I 1==1 I !:;=I ! 1==1 Ii==! 11 i I 1==1 ! ==i : 1==: I 1==1 I i==i : i==I ! 1==: 1 i==i Ii= I ' ' . . 2 ELEVATION -SOUTH 1/4" = 1'-0" b ' 0 f- 31 J f-I Cl uj I Survey 72'-0" 0 j _8.LQG..J -BQOFa,PF=C,;-K _,.o.._. 22'-0" \JI' Survey 62'-0" 0 _r-BLDG-': LEVEL 2 ~ 12· -o· ~urvey 52'-0" 0 • Bl OG...J: LEVEL 1 ~ 2' -0" BlDG3-RQOFQFCK ~ 22' -O" -~B-LDG.1..:_LEVEL2 0 12'-0' C. --~DGLLEVEL 1 ~ 2' -O" --------------------- ELEVATION NOTES 1. EXTERIOR STUCCO: A. MATERIALS & APPLICATION SHALL COMPLY WITH APPLICABLE SECTIONS OF THE "HANDBOOK OF RECOMMENDED SPECIFICATIONS FOR LATHING, FURRING & PLASTERING" BY THE CALIFORNIA LATHING/ PLASTERING CONTRACTORS ASSOC. AND CHAPTER 25, CBC. EXTERIOR STUCCO COLORS, TEXTURE.ANO FINISH SHALL BE SELECTED AND APPROVED BY OWNER. B. STUCCO LATH SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES C. ALL STUCCO SHALL BE PLUMB & EVEN WITHIN 1/8" IN 10'. STUCCO SHALL BE 3 COATS WI FINAL COAT BEING A LA TEX BASED COLOR COAT. 2. GYPSUM WALLBOARD (DRYWALL) 5/8" : A. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN THE CURRENT EDITION OF THE CBC, AND APPLICABLE AGENCIES. B. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. C. SINGLE-PLY APPLICATION. 1. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE-RESISTIVE CONSTRUCTION OR DIAPHRAGM ACTION IS NOT REQUIRED. 2. THE SIZE AND SPACING OF FASTENERS SHALL COMPLY WITH THE CURRENT EDITION OF THE CBC EXCEPT WHERE MODIFIED BY FIRE-RESISTIVE CONSTRUCTION. FASTENERS SHALL NOT BE SPACED LESS THAN 318 INCH FROM EDGES AND ENDS OF GYPSUM WALLBOARD. FASTENERS AT THE TOP AND BOTTOM PLATES OF VERTICAL ASSEMBLIES, OR THE EDGES AND ENDS OF HORIZONTAL ASSEMBLIES PERPENDICULAR TO SUPPORTS, AND AT THE WALL LINE MAY BE OMITTED EXCEPT ON SHEAR-RESISTING ELEMENTS OR FIRE-RESISTIVE ASSEMBLIES. FASTENERS SHALL BE APPLIED IN SUCH A MANNER AS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD. D. WHEN GYPSUM IS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER OR WATER CLOSET COMPARTMENT WALLS, WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED. E. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS: 1. OVER A VAPOR RETARDER 2. IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM OOMS OR GANG SHOWER ROOMS. 3. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12 INCHES ON CENTER. F. PROVIDE 5/8" GYPSUM WALLBOARD @ ALL INTERIOR WALLS U.N.O. AND 1/2" GYPSUM WALLBOARD @ALL INTERIOR CEILING SURFACES, U.N.O. G. ALL GYPSUM WALLBOARD SHALL HAVE THE FOLLOWING: 1. AT JOINTS: PROVIDE PERFORATED TAPE, BEDDING & TAPING COMPOUND FINISHED SMOOTH @ ALL JOINTS. PROVIDE BULL NOSED CORNERS @ ALL INTERIOR CORNERS. 2. FINISH: WALLS SHALL HAVE A SMOOTH OR LIGHT ORANGE PEAL FINISH 3. LINOLEUM: MATERIALS, COLOR & FINISH SHALL BE SELECTED & APPROVED BY THE OWNER. FLOORING SUB-CONTRACTOR SHALL FURNISH, INSTALL & FINISH ALL FLOORING WORK TO BE TRUE & PLUMB. INSTALL PER MANUFACTURERS INSTAI..ATION INSTRUCTIONS. 4. TILE FLOORING: THE OWNER SHALL SELECT ALL FLOOR TILE & COLORS. ALL TILE MATERIALS SHALL BE INSTALLED "LATEX-PORTLAND CEMENT MORTAR SET", NO HAND-SET TILE APPLICATIONS WILL BE ALLOWED. CONTRACTOR SHALL SUPPLY ALL MATERIALS, PREP. AND INSTALL. 5. ALL AREAS & INSTALL ALL CERAMIC TILE MATERIALS IN STRICT CONFORMANCE WITH THE LA TEST EDITION OF THE AMERICAN TILE INSTITUTE, HANDBOOK FOR TILE INSTALLATION. PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINEA MINIMUM OF 4" ABOVE THE EARTH OR 2'' ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUIUDING. ELEVATION LEGEND ~-~I EXr 1 I (BASE COLOR): 7/8" sTucco oi LATH; 20130 FINISH -UA HABRA "WHITE" k';t[)(:;;(';;1, I EXr 2 I BLUE CERAMIC TILE 0/ STUCCO SCRATCH COAT BASE I EXr 3 I (ACCENT COLOR) 7/8" STUCCO O/LATH; 20/30 FINISH -LA HABRA "GREY'' i',J,;,r,::g::z:j~ CULTURED STONE 0/ LATH & STUCCO SCRATCH COAT ] EXr 5 j (BASE COLOR) : 7/8" STUCCO Of LA TH 20/30 FINISH - ~-~] , LA HABRA 'WHITE''. 1HR F.R. -~ DARK BRONZE KYNAR FINISH BY ARCADIA ~--1 FRM1 i FRM 1 -DARK BRONZE HYNAR FINISH BY ARCADIA 18111 ~ ~#~ ~~~.,?1'o~~~~ ~~g~RE:~~~ETALS ING," DMC 100SS 1", RL 1 ] RAILING: 42" HIGH METAL RAILING WITH PAINT FINISH COLOR: ~-~ ~-~: DUNN EDWARDS; BLACKJACK (DE6371) NOTE: ROOF MOUNTED EQUIPMENT WILL BE CONCEALED FROM VIEW AND SOUND BUFFER FROM ADJACENT PROPERTIES. ELEVATION NOTES SEE A 400'S FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS, ADA. AND CLEARANCES ALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISH SEE FINISH PLAN FOR FINISH MATERIAL SEE A700 FOR EXTERIOR WALL SYSTEM TAGS SEE A701 FOR FLOOR AND ROOF SYSTEM TAGS Team: 0 --' ::, CD z CJ {/) llJ 0 Architect/Contractor Ultra-Unit Architectural Studio t. 562.997.0971 e. cameron@ultra-unit.com Structural Engineer David Choi and Associatese t. 562.382.8040 e. david@dca-se.com Title 24 Energy: Alternative Energy System !. 818.957.7733 e.marylynn@title24energy.com Civil Engineer: CJE !. 619.88.0576 Cutural Resource Survey: DuDek t. 740.942.5147 Surveyor: Pasco Laret Suiter & Assocciate !. 858.259.8212 Architect Stamp w z~ a: z c3 <( a: 0 :::::> <( <( 0 :::::> 0) ~ 0(1) I Z -1 u -et: o I<( M Uu C") 0 C") Ci) -e '1) ·e- (D E "' z c '1) 0 N -....J ~ LL LL w 7 0 :~ iii Cl n_ 0 ~--------~ ~-~ ~ Revisions No. Description Date i I Sheet Name ELEVATION- CUSTOM HOUSE SIN Sheet Number A-203.1 Project Number 17-1230 Drawn By Author Checked By Checker Scale 1/4" = 1'-0" ~ C ·o. "' ::, CY C ts 0 C!) C!) 0 C!) N ~ ' c-- LEGAL DESCRIPTION THE NORTHEASTERLY HALF OF LOT 3 IN BLOCKS OF PALISADES NO. 2 IN THE CITY OF CARLSBAD COUNTY OF SAN DIEGO STA TE OF CALIFORNIA ACCORDING TO THE MAP THEREOF NO. 1803 AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY AUGUST 25 1924 THE SOUTHWESTERLY BOUNDARY LINE BEING PARALLEL WITH ANO DISTANT FROM 70.0 FEET SOUTHWESTERLY FROM THE NORTHWESTERLY LINE OF SAID LOT. PROJECT ADDRESS 330 CHINQUAPIN A VE. CARLSBAD, CA 92008 DEVELOPER NAME: MR. JEFF GALIZIO ADDRESS: 330 CHINQUAPIN A VE. PHONE NO.: 760.473.0800 REFERENCE DRAWINGS 1. CHINQUAPIN AVE. IMPROVEMENTS FROM GARFIELD ST. TO A. T.&S.F. R.R. ROW, PROJECT NO. 5-2, DWG. NO. 146-6 2. WATER SYSTEM IMPROVMENETS, LINE I, CHINOUAPIN AVE. WEST STA o+oo TO 6+89, PROJECT NO. 69-20, DWG. NO. 159-9. EARTHWORK QUANTITIES CUT: 154 CY FILL: 407 CY IMPORT: 253 CY EXPORT: 0 CY REMEDIAL: 939 CY BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STA TE PLANE COORDINATE SYSTEM NAO 83, ZONE 6, 1991.35 EPOCH BASED ON THE GRID BEARING BETWEEN STATION "CLSB 119" AS SHOWN ON RECORD OF SURVEY NO. 17271, BOTH HAVING COOROINA TE VALUES OF 1 ST ORDER OR BETTER I.E. N66"04'32"E QUOTED BEARINGS FROM REFERENCE MAPS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. -,QWNER'S CERTIFICATE I HEREBY CERTIFY THAT I AM THE RECORD OWNER OF THE PROPERTY SHOWN ON THE ATTACHED TENTATIVE MAP AND THAT SIAD MAP SHOWS THE ENTIRE CONTIGUOUS OWNEFISHIP. I UNDERSTAND THAT PF/OPERTY IS CONTIGUOUS EVEN IF IT IS SEPARATED BY ROADS, STREETS, UTILITY EASEMENTS, OR FIAIL,qOAD RIGHTS OF WAY. I HEREBY CONSENT Ti) THE FILING or THIS TENTA TiVE MAP. DATE OWNER LEGEND DESCRIPTION DWG.NO. SYMBOL CURB OUTLET, TYPE A (PVT.) SDRSD D-25 ~ FENCE (PVT.) SDRSD M-20 RETAINING WALL* (PVT.) SDRSD, PER PLAN • • • • • • • • • • • PRECAST STORM DRAIN INLET (PVT.) 1212CB BROOKS IOI PRECAST STORM DRAIN INLET (P'ff.) 9X9 NOS ATRIUM DRAIN " PERVIOUS PAVEMENT SYSTEM (PVT.) PER DETAILS 4" THK. PCC PAVEMENT PROPOSED CONTOUR 6" SEWER LATERAL PER DETAILS CITY STD. S-7 2" WATER SERVICE W/ MASTER CMWD W-22 METER AND BACKFLOW PREVENTER DOUBLE DETECTOR CHECK VAL VE CMWD W-20 CITY STD. S-1 ----1i SOS lc---- __ _,® F,.. •----1----n -..:::.._...J w E3 ----JG)1----SEWER MANHOLE TRENCH RESURFACING PROPOSED BLDG. CONC. CURB & GUTTER GRASSCRETE (PVT.) EXISTING IMPROVEMENTS: CITY STD. GS-25, GS-26 ~ ITEM EX STORM DRAIN PIPE EXRETWALL EX STORM DRAIN INLET EX WATER LINE EX SEWER LINE PROPERTY LINE EX FENCE EXCONC EX SURVEY DISC PER ARCH. SDRSD G-02, TYPE G PER MANUFACTURER I: :; :; ". ",. : I SYMBOL ---/--- ■ EX STORM DRAIN CLEANOUT EX CONTOUR JErr GALIZIO TYPICAL CHINQUAPIN AVE. CROSS-SECTION SUBDIVIDER JErF GALIZIO TOTAL LOTS 1 RESIDENTIAL GENERAL PLAN DESIGNATION R-23 RESIDENTIAL PRESENT USE 152.5: ' ~-stRE ' • . ' I ! i I ' I ' T _ED CATION 1 SINGLE rAMIL Y RESIDENCE EXIST. RET WALL, TO BE REMOV :UJ ' i PROPOSED USE 1 LOT, 7 RESIDENTIAL UNITS UTILITIES WATER: CARLSBAD MUNICIPAL WATER DISTRICT FIRE: CARLSBAD FIRE DEPAF/T.MENT SEWER: CITY or CARLSBAD ELEMENTARY SCHOOL: CARLSBAD UNIFIED SCHOOL DISTRICT HIGH SCHOOL: CARLSBAD UNWIED SCHOOL DISTRICT SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD NEW RET WALL, __ METHODS FROM INrORMA TION GATHERED ON QR BEFORE NOY 12, 2018. BY PASCO I ARFT S/IITER & ASSOCIATES TOPOGRAPHY SHOWN HEREON CONrORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 206-020-11-00 THE CALIFORNIA COORDINATE INDEX or THIS PROJECT IS: N 1999 E~6""22,._,8,__ _______ ~ BENCH MARK DESCRIPTION: 2. 5" brass disk LOCATION: Southeast comer of a vault adjacent to the Northeast comer of the Northbound Coast Highway 101 Bridge over Aqua Hedionda Lagoon. City RECORDED: Control point number 141 Per Record of Survey number 17271 ELEVATION: 26.518 reet DA TUM:---'N-"G'-'-VD"'----"2'"'-9 ______ _ SEE SH • J.' \ l5o.o: I \j' • <Ii -r/-: SHT. 4 \ 1.J \ u \ \i ! l ,_ I ' i v'I S "1 < % M ,' i 147.5: ! ,- I I l-' -I! 11 -,-l -· r ,_ i • • --~ 145.o: TENTATIVE MAP PREPARED BY: CORY JONES DA TE CIVIL ENGINEER I V I ' n-~1 l 1 :•i ' l i i ! Fl_/TURE s•fYW ; ' j I ' I ' ,._ ·, ' ' ' t i I i /h I ! I I ' . I I y G4G ' FX. / ' 1 i RS Fi PER~RA~IN I i T 'P$ G~2 CURB v rf--1 t T'(PE; Gt? $ID ' ' . ' ' ; i J 7 I i i l ,;, 0 ,;, ' ~ ,;_ " ,I------I 1!D.{.Al.L~S TIEiNEW:CL I ' I1.JTO EXIST ' 1, ' ' ' I ,/ i I I ;I I I I : ....)---;--c--._ ' ;'Ji • ,; • ,f -;-.--._ ~i.·J .... -.. 1-J; -:-:-h- i l •,ff;.!. -· r,ji . ' l • ---u ' ----------~--------------------- . i l I ! ! ! i ,1 Jl<f01f7lJ 1N -f-\ V L.. I ! I ' , PILAN & (i;UtTER, =VlllAK, MATC -I ~x. FL ' ' i ' ~l-'J, I /vd i> ,.,~in , r , , ~lrd ~1ll-~~.$A RS & GUTTER Llf'rJE I STRE~T ELEV 1,TjONS i Eix1sT.lct ! &i SIOE!NI /I i % ! / i/ I ,-! / ·-fl~ rt ' ;; ,-4 i ! ' \... ~ ~ '"; .. ,'-11. i.M.Q : 52.5 l I :5o.ol RB, GUTT ER, LK 147.51 PH. & BAS E 1 45.ol PACIFIC OCEAN PREIJMINARY GRADING PLANS FOR: MR. GALIZIO 7-UNfT INRLL DEVELOPMENT 330 CHINOUAPIN A VENUE VICINITY MAP CITY Of OCEANSIDE 78 CITY Of VISTA {, '<-0 CITY OF RO~o o..----\Ll SAN MARCOS PACIFIC OCEAN GA AVE CITY Of ENCINITAS LOCATION MAP HILLSIDE DR. AGUA HEDIONDA LAGOON CANNON SITE DATA TABLE PARK DR. RD. DESC. AREA (SF) STANDARD EXCAVATION TOTALS: PARKING CUT PROVIDED FILL BLDG 1 & 2 2,087 16 TOTAL, SEE ARCH TOTAL BLDG 3 1,433 SITE PLAN FOR OVEREXCAVATION SCHEDULE QTY. EXPORT BLDG4 2,890 MAX FILL SLOPE HT. BLDG TOTAL 6,410 MAX CUT SLOPE HT. RET. WALLS: LANDSCAPE 3,031 TOTAL LENGTH TOTAL MAX HT. NO. LOTS 4, RESIDENTIAL UTILITIES: TOTAL SITE GRADING WATER DEMAND 250 GPD/UNIT X 7 UNITS= PERCENT OF SITE GRADED 1,750 GPO AMT. OF SITE >=25% SLOPES SEWER GEN. 7 EDU X 220 GPO/EDU = AMT. OF SITE WITHIN 1,540 GPO HILLSLOPE REVIEW FIRE FLOW 200 GPM FOR 1 HRS TRAFFIC: DRAINAGE DISCHARGE 2.52 CFS ADT NOTE. FOR EX. AND PROPOSED LAND USE, DENSITY, ZONING, GENERAL PLAN, SETBACKS, BLDG COVERAGE AND SQUARE FOOTAGE, SEE ARCH. PLANS ----------- i<C\ NOT TO ---w--SCALE i 154 CY 407 CY 253 CY FILL 939 CY OCY 0 FT. 5 FT. 470 FT. 6 FT. 3 FT. (FRONTAGE) 0.47 AC. 90% 0% 0% 8 X 7 = 56 CT 2019-0004/PUD 2019-0004 CDP 2019-0012 INDEX OF SHEETS 1. TITLE SHEET 2. EXISTING CONDITIONS AND DEMOLITION PLAN 3. SITE PLAN 4. GRADING PLAN 5. CROSS SECTIONS A 6. CROSS SECTIONS C & D 7. CROSS SECTIONS E, F, & G 8. PRELIMINARY SITE PLAN -TURNING RADIUS MAP 9. GRADING PLAN -DETAIL SE CORNER TOTAL LOT AREA ----------"0"-".424---'-A-"'C~ TOTAL 0/SWRBED AREA = 0.46 AC (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WOFIK INCLUDING PUBLIC IMPROV[MENT.S AND TEMPORARY DISWRBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUT.S AND SLOPE KEYWA YS) TOTAL REPLACED IMPERVIOUS AREA -5.921 SF TOTAL PROPOSED IMPERVIOUS AREA -B 416 SF LTII CITY OF CARLSBAD I~ PRELIMINARY GRADING PLANS FOR: MR. GALIZ/0 7-UNfT INFILL DEVELOPMENT 330 CHINOUAPIN AVENUE Tl1LE SHEET PROJECT NO. CT 2019-0004/PUD 2019-0004/ CDP 2019-0012/ DEV2018-D087 I DRAWING NO., "' 0 - 0 N 0 N ' " ~ "' ~ "O D E m 0 "O C ~ X w I b . · ·. I ; " SCALE: 1" = 10' 0 5' 10' ~-FS 54.11 0 CONSTRUCTION NOTES G) DEMO EXIST STRUCUTRES. @ DEMO EXIST RET. WALL, RETAIN EXIST STONE TO REUSE FOR FUTURE HARDSCAPE PLAN, REFER TO LANDSCAPE PLANS. @ DEMO EXIST STORM DRAIN PIPE AND INLETS. @) DEMO EXIST AC SURFACE. @ DEMO EXIST PCC SURFACE, RETAIN EXIST PCC MATERIALS TO GRIND AND REUSE AS BASE MATERIAL ON-SITE. @ DEMO EXIST FENCE (J) RELOCATE EXIST GAS METER @ RELOCATE EXIST WATER METER EASTERLY WALL ELEVATION TOPOGRAPHIC INFORMATION DIAGRAM TW48.26 FS 47.97 BW 46.94 !AL TOLi FREE D0-277-2600 FS 50.32 -- ABBREVIATIONS ASPH. =ASPHALT CT 2019-0004/PUD 2019-0004/ CDP 2019-0012 BW = BOTTOM OF WALL EX= EXISTING FC = FINISH CONCRETE FS = FINISH SURFACE GT= GUTTER OH = OVERHEAD TC = TOP OF CURB TW = TOP OF WALL SWR=SEWER @ PROTECT IN PLACE EXIST ELEC POLE AND CABLE BOX @ DEMO/ABANDON EXIST SEWER LAT AND PLUG CONNECTION TO SEWER MAIN ~ ~I CITY OF CARLSBAD It~ ~ t.EASr1WO DAYS 811 BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOU11,ERN CAIJFORNIA 'i" GRADING PLANS FOR: ~ MR. GALIZ/0 7-UNIT INFILL DEVELOPMENT ~ 1-----arEss, WARNING BENCHMARK: 5, DESIGNED BY ~ !l--;-LAN Description:2_5• BRASS DISK 330 CH/NQLJAP/N AVENUE ;_ JCW /:<} "<:> II 1/2 1 EX CONDITIONS AND DEMOLl110N PLAN D V) C,, 0 -"' PROJECT NO. !I-D_RA_W_N_B-Y:---1 ING ~ ""c.~n••· t' IF THIS BAR DOES t?<l'~~ffi'Bi~f'WoiriiRi?fo~il i~T ~~w,m TlliToY&~ CT 2019-0004/PUD 2019-0004/ ::J JCW 1820 S. El Camino Real, A205 l-==-c==--=-=,,.,..-----, 020 JfC NOT MEASURE l' AGUA HED!ONDA LAGOON. b 1-C-H-EC-K-ED_B_Y....,: Encinitas, California 92024 ENGINEER OF WORK: IV\\.. :fi.--~ THEN DRA'wING IS Record From:CITY CONTROL PT. NO. 141 PER ROS NO. 17271 CDP 2019-0012/ DEV2018-0087 I DRAWING NO.I -~ T 619.884.0576 JAMES CORY-LANEAVER~~N~9~A..flll' (0FCf\L\'r\l~ NOT TO SCALE. Elev: 26.518 FEET Datum: NGVD 29 !L~JC:w:__J~c~or~y~-:1_:an~e=a~v~e.:_@gm::'.'.'.a'..:i:l.:_.c:'.o~m~-_j _____ _::::=_=l.J.J_ _ _::::::::=::=:::... _______________________________________________________ L ______ j_ __________________ ..t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;J.l ---------------------------------------------------------- / Ii ""·-T?J 49~-f>f'---------------·\i_· ___ c..c.~-- ' ' \ ' ' / ' / . • I ; / / • • • • • . . ... ... ... I ... -:: ,;, "'·-.: ...... ~:r ... ..,;··;:;..·-:·,.. i.. •:•:··~;. . . . ... ... ,"" ... • • • r ... ..,/ ... ... ... ... ! ... ~ . : 1:. :1L: ... I.., ... /• ......... • • ............ ... ... ... ... • • • • • • • • • • • • • • / / WTRPOQ-- /-----~ ---------- • • ,,.--t;:1-l'AN DSCAPED AREA • / / • • BLDG 4: • FF 52.00' LL-cr-cr; ci ({) () LL LEGEND CONC. CURB & GUTTER BMPSIGN PROPOSED LANDSCAPE (LS) AREA PROPERTY LINE PROPOSED PCC PROPOSED PERMEABLE PAVERS • • • • • • PROPOSED RET. WALL ij PROPOSED BLDG. GRASS CRETE " □ 0 PROPOSED PRIVATE 1212CB BROOKS BOX W/ BMP STENCIL PROPOSED PRIVATE NDS 9" X 9" SQUARE ATRIUM GRATE, GREEN PROPOSED PRIVATE ELEC HANDHOLE, PER SDGE POLYMER CONCRETE STD. UG3309.1 PROPOSED PRIVATE SS CO, PER SDRSD SC-01 ----Fw--FIRE SERVICE --s-SEWER LINE --w-WATER LINE NOTE TO CONTRACTORS: TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY PASCO LARET SUITER & ASSOCIATES OF SOLANA BEACH, CA. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, IN WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THE TOPOGRAPHIC !NFORMATJON. THE OCNTRACTOR(S) SHALL BE RESPONSIBLE FOR CONFIRMING THE LOCATION (HORIZONTAL /VERTICAL) OF ANY BURIED CABLES, CONDUITS, PIPES, AND STRUCTURES (STORM $WEER, SANITARY SEWER, WATER, GAS, TELEVISION, ETC.) WHICH IMPACT THE CONSTRUCTION SITE. THE CONTRACTOR($) SHALL NOTIPf THE OWNER IF ANY DISCREPANCIES ARE FOUND BETWEEN THE ACTUAL CONDITIONS VERSUS THE DATA CONTAINED IN THE CONSTRUCTION PLANS. ANY COSTS INCURRED AS A RESULT OF NOT CONFIRMING THE ACTUAL LOCATION (HORIZONTAL OR VERTICAL) OF SAID CABLES, CONDUITS, PIPES, AND STURCTURES SHALL BE BORNE BY THE CONTRACTOR. ~ I------,,-;:;. DESIGNED BY, C ~ 0 a JCLJ g-1--D_RA_W_N_B_Y_, ---1 6 ING ~ JCLJ 1820 S. El Camino Real, A2051--===::--:==,..,------, 020 * b ,___CH_E_C_KE_D_B_Y__,, Encinitas, California 92 024 ENGINEER OF WORK: IV\\.. ,;;::.~ ABBREVIATIONS ASPH. =ASPHALT BW = BOTTOM OF WALL EX= EXISTING FC = FINISH CONCRETE FL = FLOW LINE FS = FINISH SURFACE GT= GUTTER OH = OVERHEAD TC = TOP OF CURB TW = TOP OF WALL SWR=SEWER PRELIMINARY SITE PLAN ) I .. VARIES PER PLAN .. 1 .,,,,-- .>r--ir--r-7r-s1rLo--.PEr--P1rER--.GrRA-irD-1N7GrP-LA.---N,....-ir--irTC,~~ DG 1 &2: FF 50.00' PAVERS 3-IN THK NO. 8 BEDDING 4-IN THK NO. 57 STONE 12-IN THK NO. 2 STONE -i,-:- '. ;, I > I i.-c:~: ........ , ... , ·""::_ -~ . \ 'Q-. ___ !,_j ___ _ • • r ... ... ... "@;-, W---<J ./ Q CONSTRUCTION NOTES ·~~- I I '""\" @ RES. CONG. DRWY PER SDRSD G-14C @ REPLACE SIDEWALK IN LIKE AND KIND (SDRSD G-7) @ 6-IN C&G PER SDRSD G-2, TYPE G @ CURB OUTLET, TYPE A, PER SDRSD D-25 @ 6" FIRE WATER SERVICE WITH DDCV PER CMWD W-22 @ NEW BACKFLOW PREVENTER @) PERVIOUS PAVERS 8-IN CONG. CUTOFF w :::i z w ~ z a: <( :::i a z I (.) SCALE: 1" = 10' 0 5' 10' WALL W/ NO. 3 REBAR @ PROTECT IN PLACE EXIST ELEC POLE AND CABLE BOX, 4-FT CLEARANCE AROUND POLE @18 IN O.C., DEPTH PER @) EX. WATER SERVICE -UPSIZE TO 2" WATER SERVICE INSTALL 2" WATER METER WITH GEOTECH ENGINEER 2" BACKFLOW PREVENTER PER CMWD W-20 RECOMMENDATION @ PROTECT IN PLACE EXIST. RET. WALL PERMEABLE PAVERS DETAIL ORCO AQUA-BRIC TYPE I, CAPABLE OF HANDLING H-20 AND 68,000 LB. TRUCK, OR EQUAL MIRAFI 1100 N GEOTEXTILE FILTER FABRIC NOTE: CUT-OFF WALLS SHALL BE 520-C-2500 CONG. WARNING BENCHMARK: @) TRASH BINS, PER ARCH PLAN, FINAL DESIGN TO BE PER CITY STD. GS-16 @ LINE OF SIGHT@ DRWY @ PCC SIDEWALK EXTENSION TO PROVIDE MIN. 48" CLEARANCE AROUND EXIST. POWER POLE @ UNDERGROUND ELEC TRANSFORMER @ 3' X 23.8' DRIVABLE GRASSCRETE (DESIGNED FOR H-20 LOADING) @ 396 SF DRIVABLE GRASSCRETE (DESIGNED FOR H-20 LOADING) NOTE: FOR AASHTO TYPE "P" VEHICLE TURN MOVEMENTS, SEE SHEET 8 I SH~ET 11 CITY OF CARLSBAD 11 SH~TS I GRADING PLANS FOR: MR. GALIZIO 7-UNIT INRLL DEVELOPMENT ~~o~\\~;;o ~ 1~:=Tiro~~ 0 1/2 1 Description: 2.5• BRASS DISK 330 CHINOUAPIN A VENUE PRELIMINARY SITE PLAN an 3EFORE YOU DIG UNDERGROUND SERVlCE ALERT DF SOIJlllERN CALIFORNSA IF THIS BAR DOES NOT MEASURE 1' THEN DRAIJING IS NOT TD SCALE. Record From:CllY CONTROL PT. NO. 141 PER ROS NO. 17271 PROJECT NO. CT 2019--0004/PUD 2019--0004/ CDP 2019-0012/ DEV2018-0087 Elev: 26.518 FEET Datum: NGVD 29 ·~ T 619.884.0576 JAMES CORY-LANEAVER~~N~9 .. 1.a-,1m· FCALl'-r;i'?- ~L-JC_LJ __ Lc_o_r_:y_._1_a_n_e_a_v_e..:_@_:g_m_a_i_l_._c_o_m ___ _JL _________ --/~.l.-----===----------------------------------------------------------------------------1.--------_J-------------------------===========================-i I DRAWING NO.I 0 0 PRELIMINARY GRADI G PLAN co 00 '<I" L{) r-- (/) ~ co L{) '<I" ' , ; . TW 50.17' BW 47.00' FS 49.17' -- TW 49.50' BW 47.00' FS 49.17' TW48.83' FS 48.45' BW46.00' -~ -·-;; SEE SHEET() FOR-0.~_TAIL -- -...., .. IL t"? (", ~ ,.,,~, "--•' ,.,,,,_, r-(."l,; '·"i' ·---1· 5~ ~' t1l f-r , :/ ·,,, s s1 I-CD• LL " ;·•.; / izv <§! 80 <O 0 . c:i L{) s 0 I / \ LS ;,,GR 51.00 / INV49.65 / GR 51.00~-4" SOLID HOPE SD 1 '. -. .----TW51.50' ····· BW48.ao· / SWR POC: :1.·1 INV 46.0'± ·-- WTRPOC _ _,,, a, CJ GR50.76'-_,,, ,,....._ . 'i ,,,,_,,,-·· _\, .. :~. HP51.25' HP51.25' FS 54.ii LEGEND 100-YR FLOW RATE COMPARISON . ~---....... --~ ~->,-: ,,,.,,.,~ GR 50.30 /INY'-49::35 ,,, Q CONSTRUCTION NOTES FLAT LANDSCAPE AREA -- GR48. TW49.50' FS 48.45' BW46.00' ~~ --l. _,,/~· ~ ., /"' .-- .TW 48.17' BW46.50' FS 47.80' .. TW 48.83' BW46.50'. FS47.8 ---.. INV 47.70 __ HDPE: @_3_. -s~~ok~ / -S -. iW48:t)"S-. --. 4" PERF HOPE SD F w ··w w -· s -· -.-· ·-•·· s ·~· •-.. -·-' ·-. sr~ · 49.o• 6" PERF HOPE SD .. 6" PERF HOP Cf) FS 48.90 -+-- 6" PERF. HOPE D l INV 47.36 -'~ 4" PERF HdPE SD! """'" '"*:;;:_;;__ . w. BLDG 1 &2:' FF'50.00' Fr 50:50 11· GR49.0 PP i INV 47.60 E 6" SOLID PVC SD -~ GR49.30 INV 47.89 ' ·::...._~~-' ' ' ' -, ' ~ -- HP 49.12 --, ~, HP49.12 TIN :),)s'l·'+I E _ ;1.y,=•,a,,~~'-2''.~•,~-,,-·-· .. -__ J=..,0 .~•~ 7.' -----,·:.:::--"."~--:;;:~_-,·~:--·:;:::c:•::····E,_. 0 ---:·,--.~.--. '. 1.>:··~-::---:·..:; --.-- ADDITIONAL CONSTRUCTION NOTES IN GENERAL, GRADE ALL BUILDINGS AT 5% AWAY FROM BUILDINGS FOR MIN. 5'. ... T ' FS FS G~48.75 •, ·--·", ' CONG. CURB & GUTTER BMPSIGN PRE-DEV POST-DEV 1.16 CFS 1.71 CFS* @ SEWER MANHOLE PER CITY STD. S-1, MATCH EXIST. INVERTS, SEWER BYPASS PER SSPWC SEC. 500-1.2.4 @ TRENCH RESURFACE PER CITY STD. GS-25, GS-26 IN GENERAL, GRADE LANDSCAPE AT MIN. 2% SLOPE IN DIRECTION OF DRAINAGE AS INDICATED BY ARROWS. IN GENERAL, GRADE PAVERS AT MIN. 2% SLOPE, EXCEPT WHERE INDICATED OTHERWISE. SLOPE PROPERTY LINE PROPOSED PCC L===::..11 PROPOSED PERMEABLE PAVERS (PP) • • • • • • PROPOSED RET. WALL □ PROPOSED BLDG. 1·-, ·.''. · .. · .. J GRASSCRETE * DOES NOT EVALUATE LOSSES DUE TO ADDITIONAL INFILTRATION WITH PERVIOUS PAVEMENT SYSTEM. PROPOSED PRIVATE 1212CB BROOKS BOX WI BMP STENCIL PROPOSED PRIVATE NDS 9" X 9" SQUARE ATRIUM GRATE, GREEN □ @ RES. CONC. DRWY PER SDRSD G-14C @ REPLACE SIDEWALK IN LIKE AND KIND PER SDRSD G-7 @ 6-IN C&G PER SDRSD G-2, TYPE G @ NEW MASTER 2" WATER METER @ CURB OUTLET, TYPE A, PER SDRSD D-25 18 6" FIRE WATER SERVICE WITH DDCV PER CMWD W-22 19 NEW BACKFLOW PREVENTER 0 6-IN HOPE STORM DRAIN* 1 GATE VALVE PER CITY STD. W-16 2 REPLACE 12-IN ACP AT NEAREST JOINTS W/ CL 150 AWWA C900 PVC I NOT USED PROTECT IN PLACE EXIST ELEC POLE AND CABLE BOX, 4-FT CLEARANCE AROUND POLE REMOVE EX. WATER SERVICE PROPOSED PRIVATE ELEC HANDHOLE, PER SDGE POLYMER CONCRETE STD. UG3309.1 PROPOSED PRIVATE SS CO, PER SDRSD SC f o @NOT USED 'O ! ~ @ PROTECT IN PLACE EXIST. RET. WALL /5 ~ R&R EXIST. AC & BASE @) NOT USED > NOTE TO CONTRACTORS: ~ u TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY PASCO LARET SUITER & 'EV NOT USED .J. ASSOC!ATES OF SOLANA BEACH, CA. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IN ~ 2" WATER SERVICE INSTALL 2" WATER METER WIT 'f WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THE TOPOGRAPHIC INFORMATION, THE OCNTRACTOR(S) ~ H 2" BACKFLOW u SHALL BE RESPONSIBLE FOR CONFIRMING THE LOCATION (HORIZONTAL, VERTICAL) OF ANY BURIED CABLES, PREVENTER PER CMWD W-20 i CONDUITS, PIPES, AND STRUCTURES (STORM SWEER, SANITARY SEWER, WATER, GAS, TELEVISION, ETC.)WHICH ~3 LINK SEAL AT CUT-OFF WALL PIPE PENETRATION :t IMPACT THE CONSTRUCTION SITE. THE CONTRACTOR($) SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES ARE ~ .E FOUND BETWEEN THE ACTUAL CONDITIONS VERSUS THE DATA CONTAINED IN THE CONSTRUCTION PLANS. ANY Q *A MIN. 1% SLOPE IS PROVIDED WITHIN PERVIOUS PAVERS IN CENTER PARKING AREA. REQUEST WAIVER FROM CITY STANDARD NOTING THAT DRAINAGE WILL BE HANDLED VIA SUBSURFACE INFILTRATION AND SUBTERRANEAN PIPING SYSTEM. SPOT GRADES ARE PROVIDED ALONG THIS PATH TO ENSURE GRADING WILL BE WITHIN THIS TOLERANCE. **NOTE THAT EXISTING 1-FT SEPARATED RETAINING WALLS ALONG SW SIDE OF BLDG. 1&2 IS SLIGHTLY HIGHER THAN SETBACK REQUIREMENT. SINCE THIS WALL IS TO REMAIN. APPLICANT REQUESTS WAIVER FOR EXISTING CONDITION TO REMAIN WITHIN THIS SETBACK AREA. -g COSTS INCURRED AS A RESULT OF NOT CONFIRMING THE ACTUAL LOCATION (HORIZONTAL OR VERTICAL) OF ~ BEG IN NEW WALL AT PL, REMOVE WALL TO THE N PER SHT 2 en SAID CABLES, CONDUfTS, PIPES, AND STURCTURES SHALL BE BORNE BY THE CONTRACTOR. ~ £ I------~()FESS/ @ PEDESTRIAN STAIR AND HANDRAIL PER ARCH. OR AS A MIN. PER SAN AL TOLL FREE ~ DESIGNED BYi ~-,,-LANt DIEGO STANDARD DRAWING SDM-118 AND PER CA BLDG. CODE. oo-277-2500 l.___J_cw _ __, !:2 (;}<>" @ H-20 TRAFFIC RATED 10" WIDE TRENCH DRAIN (ACO S200K, OR EQUAL) an .~;::;::~ 0 WARNING 112 1 BENCHMARK: Description:2,5" BRASS DISK @· '•., ABBREVIATIONS ASPH. = ASPHALT BW = BOTTOM OF WALL EX= EXISTING FC = FINISH CONCRETE FL = FLOW LINE FS = FINISH SURFACE GT= GUTTER LS = LANDSCAPE OH = OVERHEAD TC = TOP OF CURB TW = TOP OF WALL SWR=SEWER J 16.8' w ::::> z w ~ z a: <( ::::> a z :i:: u 25' TOR/W SCALE: 1" = 10' 0 5' 10' ~II CITY OF CARLSBAD II~ GRADING PLANS FOR: MR. GALIZ/O 7-UNIT INRLL DEVELOPMENT 330 CH/NOUAPIN A VENUE PRELIMINARY GRADING PLAN PROJECT NO. ~ DRAWN BYi ING ~ "' @ 3' X 23.8' DRIVABLE GRASSCRETE (DESIGNED FOR H-20 LOADING) "'°ERGROcso """°' "'"' °' socrrn,a, """'"" lo<;OtiQ□:SOUTHE'AST CORNER OF VAULT ADJACENT TO THE NORTHE'AST ~ JCLJ 1820 S. El Camino Real, A205'"===--=..,,,,,=------, 5~%~ @) 396 SF DRIVABLE GRASSCRETE (DESIGNED FOR H-20 LOADING) *NOTE: STORM DRAIN PIPE TO BE PERFERATED FOR IF THIS BAR DOES ~g~~~E~6Nw.E::..eoUNb coAsT HIGHWAY 101 BRIDGE OVER CT 2019-0004/PLJD 2019-0004/ b 1-C-H-EC-K-ED_B_Yi-lEncinitas, California 92024 ENGINEER OF WORK: /VI'-LOCATIONS OVER PERVIOUS PAVERS, PERFERATIONS NOT MEASURE l' ·, T 619.884.0576 JAMES CORY-LANEAVE JONES, ..,rrn· ~ THEN DRA'wING IS Reco,d From:CITY COr-ITROL PT. NO. 141 PER ROS NO. 17271 CDP 2019-0012 1 [)=''2""0 -0087 I DRAWING NO., 0 JCLJ RCE c69--CALl'<\l SHALL BE ORIENTED DOWN, ALL OTHER LOCATIONS TO BE NOT TO SCALE I c;-r, via :C.__ ___ 1,.,c_o_r_y_.l_a_n_e_a_v_e_@gm_a_i_l_._co_m ___ L-. _______ -i-J-L-------------------------------------------=S..:.TA:..::.:N,:D,:_A::_R::D:._S:,T:._O:,R:.:;_M_:D:_:RA_:_::l::_N_:P_:l,:_P_:E,:_,:_:N,:O_:P_:E:R_::F_:E:RA.::..:,T:.,:l,:::O::;N:,:S:_ __ L _____ · _ _l_Elev_: 2 _ 6 _· 5 _ 18 _FEET ________ oot_u_m_::N_GVD~-~_~2 : 9::_-_-_-_-_.,b;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~:;;;;;;;;;;;~!I I 55. 0 :>--,-~sc~A~LE-: --~~~~-E~,.,-1s'_T_4'_-A~,;,-D~.,-c:1~P-,.!-~~~-.-~~--.--~~~~~-.----.-~--.--~~~~~-.----.-~--.---.-T--i: 55. 0 I HORIZ: 1" = 1 O' l-+--fl-+-µa+"~½m!Q!fr,,c~,~:!!.:...'1·c=-j---1f--'l-l--fJl-t-+-+-+-+-+-+-+-+-++4'-++++-+-+-t--t--t--t-t---1 VERT 1" -1' p ~QTECT IN PUA~ I' / r-t---+--l--tt-" ·--G.L ---l'l-+--+-+--+--+--+--+-+--+-+-+-+-+--¥11--+-l--l---+--+---1---1-ll-l-l-l-+-+-+-+-+-+-+-+-+-+-+--t--l 11 ,:tr l! ~ ,, \I i, ' ' '" \ I I i !t .J jL i \"': 1 ) 1 i • l ' • .. /1, ....... .-! I 5 2 . 5 :H-+-+l-+-!+-H---+-1-flfl-+-+-+-.+-+-'-+--·+--+-·+-+-'-+--+--+-w---j -+----il-+--+-+--+--+--+--+-+-+--1---+---+---+-+-+-+--+-+-+--1--t----H: 5 2 . 5 I APPROX. BLDG. I 1,--...--•i PED. R4ILINGr FOOTING I I LOCATION BASED " , I / ON TW AND FS 1 ...cfi=:)::::;MF=ilfNF.=l=m=!--:;;;::=:=:=:=:=:=:=:=:=:=:=:x~=:=:=:=:=:=t=t=t:::=:=::1~=:=:=:=:=:=:=:=:=:=:~ SPOTS PROVIDED >-/i ' 1 BYSURVEYOR--ld-~!-+-+-++tt-+-rt-+--+--+--+-n11nLL~,~rl.1rn1L+-+-+-+-t-rll-t-t-t-t-t-t-t-t-t-t-H1!--HHHHHH~---t---t---t---1 BLD :,, ~ & 2 / • u. 'U 4'MIN. I 1i8' MIN. ' . . F 5 4'3.: J' ' , / 8-IN CONG. CUTOFF WALL W/ NO. 3 REBAR @18 IN O.C., DEPTH MOD. AS RECOMMENDED PER GEOTECH ENGINEER IN FIELD DURING .,,,--INSTALLATION i47.5I I I tuT-9FF!w~L 17PE c1fL pESl~N' 7 ~ic::~~:=::i,tH-=fi=+=4·=i=J:::::l-t-f--l--K~~");+...._=i=I ::...µn: ct::i=111;1ll'ALLn'wi=::..'<;H7~i::T1_JL,.i!:u'"'l.lf-L1+-1 --~ 4 5 . 0 ~_J___l___J__1...LO__J+_O.LO__[____JIL___.Li __j_l __l__j_i __l__LI __L_L._i _,__, __Cl•L~i __L_L_L__J__---=J+L__j__--'------11-----'---1 -'------1+--'T{/-J.J""-t'L. /L...> .u__::'=i__l _J_i ____L_' _J_' _j___j__J_____L_--'--,: 4 5 . 0 I O' ~ " ~ /5 u e LI ID > 0 u e J 0 • 0 > u I '° 0 I u / ~ E .D ::~:~~:~:~o~V:1@ BLDG. 1 & 2 CD 10+50 NOTES: RET. WALL SHORING PLAN TO BE PROVIDED WITH GRADING PERMIT APPLICATION FOR RETAINING WALLS. SHORING PLANS SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND CALIFORNIA DEPARTMENT OF TRANSPORTATION TRENCHING AND SHORING MANUAL, AUGUST 2011, OR SUBSEQUENT REVISIONS, AND OTHER STANDARDS DEEMED REQUIRED AT TIME OF PERMIT APPLICATION BY THE AUTHORITY HAVING JURISDICTION. CONTRACTOR MEANS AND METHODS ARE NOT WITHIN SCOPE OF THIS PLAN. - * PED RAILING TO BE MAINTAINED AT HEIGHT SUCH THAT TOTAL HEIGHT INCLUDING RET. WALL HEIGHT PLUS PED RAILING HEIGHT SHALL NOT EXCEED A MAXIMUM OF 6-FEET OUTSIDE OF 10-FOOT FRONTAGE SETBACK AND TOTAL HEIGHT MAXIMUM OF 42-INCHES WITHIN 10-FOOT FRONTAGE SETBACK. "-' 0 U) 5~--~ ~~ '.;:--DESIGNED BY: ~ ~'\-LAN i ~w Q 0 0 -----TF 45.00' ± 11 +00 WARNING 0 112 I g-t-D--RA_W_N_B_Y:---1 8 JCW ING IF THIS BAR DOES ::l 1820 S. El Camino Real, A205 ,__ ________ ~ 0Z0 NOT MEASURE 1' b 1-C-H-EC-K-ED_B_Y:-IEncinitas, California 92024 ENGINEER OF WORK: /VII.. THEN DRAWING IS BENCHMARK: Desoription:2.5" BRASS DISK Lo r , SOUTHEAST CORNER OF VAULT ADJACENT TO THE NORTHEAST ~8~~~~-OF IA£ NORI H BOUND cbASI HIGHWAY 101 BRIDGE oVER AGUA HEQIONDA LAGOON Record From:CITY CONTROL PT. NO. 141 PER ROS NO. 17271 CT 2019-0004/PUD 2019-0004/ CDP 2019-0012 ISH~TIICITY OF CARLSBADIISH~~I GRADING PLANS FOR: MR. GALIZ/0 7-UNIT INFILL DEVELOPMENT 330 CHINOUAPIN A VENUE CROSS SECTIONS A & B PROJECT NO. CT 2019-0004/PUD 2019-0004/ CDP 2019-0012/ DEV2018-0087 ~ T 619.884.0576 JAMES CORY-LANEAVE JONES •~~mi•· FCALlt NOT TD SCALE. Elev: 26.518 FEET Datum: NGVO 29 ~L~J~c:w_j:c_c:_or:y:::·~l~a~ne:a::v~e~@~gm~a~i~l~.~co~m:_ _ _J _____ ~R=CE~C=6=9ZJJ_ _ _-=:'.:=:::=:=:::... _______________________________________________________ l_ ______ _L __________________ _b~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;JJ I DRAWING NO.I -·-~ ~-" ----------~------------------------· "' .,. " 0 0 N 0 ~ "' 0 '-- EXIST. FENCE ON ADJACENT 5' LANDSCAPE -~~PROPERTY-~\ I 55 . 0 :f--.cs=c=AL-ac-E,--r-¾-1,-rrt---,1,-,,:t=._!r-sx-.-----. .,---lr_ ,---r.,, -54-r-, .2'~i -,--,------,--.-----,-,--,---n,--.-----,-----,-,-----.-.-----,-----,-,-----.-,----,-,,,---,--,----,-,,,---.-.-rl: 5 5 . 0 I HORIZ: 1" = 1 O' J-M.'1'11-+,L+,t--t-'=f-O'-f-'-'~ ~-f='t--+++++++t,tt--+-+-+-+-+-+-+-+-+--t--t--t--t--f--f--f-----J-----J--11-I-H vERT 1" -1· ' Y : 'wl54l25 l l ' I r'.,f ! f--+--+--+--HSI-I--+--+-·· -----tlr-+--+--+--+--+--+--+---+---+---+---+---+··· -t-!Jtt--t--t--t--t--t--t--t---t---t---t---t---t--J--J-~-----t-----t-----t-----t-----t-----t---1 EXIST. RE" . \Jll'AUL f-u i i I I I I I I I 52. 5 :f-+-+-11--+---sil-· .-+-J--+++--l--14--1--+--+-+--+--+--+-+-+--+--+--l-+-l'tl--+--t-+-+-+-ll--+--+-+-l--+-i1--1 +---t--+---1--+--+--+--+-+---t-i: 52. 5 I I i"s ---"k"-s-~-'H--l--ll--l--1--1--1--1--+-+-+-+-1- !BL)G!. 3 ' ~ ' -'/ ~ v \ ·JI '•'-' 7.L.. '-"l. "VI : 11'\I ' \ y 145 0 I CUT+OFfF WA L / ,-\ 145 0 I · r-1--J._l_~~nnJ_j__L_J_j__L__J__l_~\~w~~R'~:;~rn•·~•~-~N)>'=r-11_L__j__J__L__j__J__L_~_L_~_L__L_l__l__L_j11. 10+00 11+00 10+50 SECTION DRVVY @ BLDG. 3 ED SCALE: H: 1:10, V: 1:1 NOTES: CUT-OFF WALL (SPECIAL DESIGN) RET. WALL SHORING PLAN TO BE PROVIDED WITH GRADING PERMIT APPLICATION FOR RETAINING WALLS. SHORING PLANS SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND CALIFORNIA DEPARTMENT OF TRANSPORTATION TRENCHING AND SHORING MANUAL, AUGUST 2011, OR SUBSEQUENT REVISIONS, AND OTHER STANDARDS DEEMED REQUIRED AT TIME OF PERMIT APPLICATION BY THE AUTHORITY HAVING JURISDICTION. CONTRACTOR MEANS AND METHODS ARE NOT WITHIN SCOPE OF THIS PLAN. * PED RAILING TO BE MAINTAINED AT HEIGHT SUCH THAT TOTAL HEIGHT INCLUDING RET. WALL HEIGHT PLUS PED RAILING HEIGHT SHALL NOT EXCEED A MAXIMUM OF 6-FEET OUTSIDE OF 10-FOOT FRONTAGE SETBACK AND TOTAL HEIGHT MAXIMUM OF 42-INCHES WITHIN 10-FOOT FRONTAGE SETBACK. l55.o: 152.s: ]so.a: L 147.5 1 145.0 1 SCALE: HORIZ: 1"::: 10' VERT: 1" = 1' I I/ ' 0· i I TV 1 53.5Q' j_ .-- ---- l BV'i{ 51.60' iF 49.56 ' ' ' . j IN\149.56 ' 'C /I/ v I l ' -- 'i>< EXIST HARDSCAPE, PROTECT IN PLACE EXIST RET. WALL, PROTECT IN PLACE LANDSCAPE __ 7 -- ' I"--C>I hr: ,1 -,, ___ f-f----'---.--,-FFl52 O' '---- ~ ---·, . ----····------ . S!.,,_, "-!Vb V //Y //V / / /' /Y / /Y, VY. ',(,:>; i /:/; :/, ;'// i ... /V//i/Y// / / /i/ J<j'J/V / /i/ /// ' ··-(~l~1~L L . i .. '.. ~'-t-~:c.J_; .• i~l: t}:j·'. / :\i I ;, ·.'- r / l N _ . •. .,_, ~--/ Vi& ·'.' ', ~. ' F1: 5 ~ I 1>,_7~ :-..._,f, i ! !:;,:--. ' ,);-:.......·,, -' ', •'\s .. 1 '/ / i,(', ~! ! l . i . ! ;. (f,'.," I~ ~ .. ·1,: /;· //y~ ' " ~ ~ ,.,,~ P>-' /. y));, / ••. >>t--?\~' . -½{~ "' Pl REli. V ~ AUL. 1-s; (10N!BINE ~ P,Ei{M,1,.N$N ,_ " ~R~V:,,AL4f i Ai · \NAif-L "'----' l : 1 l i ! ( ,p cttitt· u -, . j ' ! . ! _/ 4.3' LANDSCAPE i :55.ol I /! ---~! " / -" :s2.s1 & / %/VYA/Y //V ~,t), "1 ' IT~' 51.5(;)' ' /,/V,.(//Y//1/ ..... ' • . . ' ; i .. : !·~.:-~t~~l~:N~l ·N1~~N -. {:, TJ ·•· ' I,_ $, r¥ i -. ~~ Fr:: · ..... 1 -~' '!-i . ' . 'K<';."-0 ~ ' ""t ~ ·. ~ .... 2( -~ ~ • / ; i :...._• ' : "-J«1 ;../ 12--~ ~-' " • I ~ /}.>:::: I y, r ;" i ' 1/, ... i. Ii :so.al ' ' l !"-~-D ! ' ! ' ! l RETAIi ING WAILL 1r'v ./19.56' i ~ -.'\, i ' (~PijCI ,L PE$1~N) 7v --.._ ' / ' ' --MP-~Cf EXIST. "-! ". " /' ' ' I \ l ( ,/ '" y-i-f " ""'. :--:. E:X. fGl4sj50' . _/ 1 ! ! ;<; ~ F'! 1 I 1 l j ' ~-' I ' ' TF 48 50!1-' :r-0 • • , I \.";t '<'. ' St. ~ ' ' :47.51 j . ! ·-...... , ' 14s.ol + + 10 00 10 50 SECTION BLDG. 4 VIEW WEST 11+00 SCALE: H: 1:10, V: 1:1 0 WARNING 1/2 BENCHMARK: 1 Description:2.5" BRASS DISK CT 2019-0004/PUD 2019-0004/ CDP 2019-0012 ~11 CITY OF CARLSBAD ,m GRADING PLANS FOR: MR. GALIZIO 7-UNIT INFILL DEVELOPMENT 330 CHINOUAPIN A VENUE CROSS SECTIONS C & D PROJECT NO, I 5 2 . 5 :h--.---,-----.---.------,----,----.---,---,-------.----.---r----.--.------r-----.----.---.----r-,---.-----.---.--,--,----.----r-1r,--,-----,------,--,--,--,----,----,,,-,--,-----,-,--,--,--,----,---,------,-----,-----,-,-,-,-,,----,-----,------,-----,-----,,r-,---,--,------,--,---,---,----,----,,,-,--,-----,----,--,--,------,----,---,------,-----,-----,---.-,-,---.---,----,.---.------,--,,-------.----,,-------,----,---,-----r-----,--.-----.----,-----,-----,,------r-1: 5 2 . 5 I 1l- CT 2019-0004/PUD 2019-0004/ CDP 2019-0012 .c .::: - ~ ,'/, ,,:.01 ' ~' 11'1-. ffi I -;;;, PE!RVIC US P~\{EIR ~ ECTIOr, µJ 1w 1::, ·-;;;, ' '....; LJ.J I i ' 5,' ' ii I FU[fUR!l: 'i F ow I l5o.o: , , II" ,,.,,. , i AI i,;;i -,., I " '} ' llt-lJllll1i ~~"~,~~~ , ;i,,_~J,,,.. a,+: ?_..>.+-+--+--+-+-+-+--t--ll---t-t-+-+-+--t--+-+-+-+--t-l-t--l-+---+-+--+--+--+-+-+-t-!~l---t-+---+-+--+--t--+-+-+-+--+--l-t--l-+-+-+--+--+-+-+-+--+-l-l----\-+----t--+-+--t--+-+-+-+-+--II---Hll-+- 1----!--+-+-+--+-+-+--+-lfl<i ~""'~r( .: ~ i~ j :. I o~i, I I i ,, I 1.-':i l D ' • ' l,..._ ' (m;j I :l ; :; =' oJu ' ' '--+, -t---t---,-t-t-+-+-+---+---+--+--+-+--+---,-t-t-+-+-+---+---+--+-+-+-+--+--,-t-t--+-+-+---+---+--+--+-+--+---,~1--t-+-+-+---+---+--+--+-+-+--+--,1---f--+-+-+-+--l--l+--+- t B , ( , ,I I ! ',, ",~3,~:~C ~ ~ , __ n " 0 0 N 0 ~ n 0 " i -s..H, .M l~ LM .A .... i ' ..... ! )• r·, ,~ I ' I -' <{ 147.5! I ► i I LL i i= ! () 10+00 LANDSCAPE 5 2 . 5 f-,-,s=c~AL=E,---.--rrt-----r--~-.--,+,,-;,---.---,---,--1 5 2 . 5 HORIZ: 1" = 10' t-t-m---t--t--t--tviH--+'7=1-FF 52.00 VERT: 1" = 1' BLDG4 PROTECT lf"-l'j'-"'+,,-t:-i---l--{l+l-l--'fH-'5fc::--i---J~o'l¥-1,Y'--rf;,"-;I EX. 5 0 . 0 e-l---+---l--l--:---l----l-l--+----'!1ei--+--+--4~+--l-+--H 50 . 0 FS 48.3~±L.j:::=i=:',J__--l--i-U~.j.j_+,,,,i:==H~~~~ WALL (SPECIAL DESIGN) EXIST. 1--+--+--+->'4---H+>--1-1--+--+--+--<-1--+-+-, SURFACE TF 48.30 4 7 . 5 r-+--,r-+---+--t--++++--t-. -t+--t----t----t--t-----t--t--t---1 4 7 . 5 4 5 . o f--L---''---'---'--'-1 o---'+-'-o-'--o -'---'--'-'--'---'---'----'---'--, 4 5 . o 10+ SECTION BLDG. D VIEW NORTH SCALE: H: 1:10, V: 1:1 L-----~ DESIGNED BY: C ~ 0 0 JCW :! ,_D_RA_W_N_B-Y:---1 ~ ING ~ JCW 1820 S. El Camino Real, A205 1-=------------, -~ 1--:C:-:-:H=-:EC""K::::ED-::Bc-:-Y,-tEncinitas, California 92024 ENGINEER OF WORK: -~ T 619 . 8 8 4 • 0 5 7 6 JAMES CORY-LAN EAVE JONES 0 JCW RCE C69 _'.;-cory.laneave@gmail.com Yi iv i "' ,i;p 8 ! ' I! " IB i j ' i ,,/ t)',. A -,.._ i, )'I J i "')\ ,,, SECTION DRWY SCALE: H: 1:10, V: 1:1 ~~---M• 1 n. l',...I 1 l',...I ! ' ' )l; X "7(1 )4 j 4-)'-,?, .J'-,j_ A q,-. )'-,?, • "r p.. i -'D-.-0 .. '& ~ i& i 10' LANDSCAPED PARKWAY CUT-OFF WALL: RETAINING WALL '---(SPECIAL DESIGN) 52 .5 f-r-s=c~AL~E,--.---ft--~~~~~~~~-~~~~--~ 52 .5 HORIZ: 1" = 10' VERT: 1" = 1' I D CliR48.80' I Ii 'I i ,, i I ' 7.5" PCC OVER 6" CL 2 BASE IN ROW 8-IN HOPE STORM DRAIN CONNECTIO . , , . . , MH FRAME AND CO'i7Elj{'~~-Si)R [J IIA~P""i""': --------i+_ -t=:::P~~ ;, .. ' f 45.0 1--'--~~1.L_O~+O~O~~~~~~~~~~~~---'--, 45.0 10+50 SECTION BLDG. A FRONTAGE VIEW NORTH NOTES: SCALE: H: 1:10, V: 1:1 RET. WALL SHORING PLAN TO BE PROVIDED WITH GRADING PERMIT APPLICATION. SHORING PLANS SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND CALIFORNIA DEPARTMENT OF TRANSPORTATION TRENCHING AND SHORING MANUAL, AUGUST 2011, OR SUBSEQUENT REVISIONS, AND OTHER STANDARDS DEEMED REQUIRED AT TIME OF PERMIT APPLICATION BY THE AUTHORITY HAVING JURISDICTION. CONTRACTOR MEANS AND METHODS ARE NOT WITHIN SCOPE OF THIS PLAN. WARNING 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1' THEN DRA \r/ING IS NOT TD SCALE. BENCHMARK: Description: 2.5" BRASS DISK Location· SOUTHEAST CORNER OF VAULT ADJACENT TO lHE NORTHEAST CORNER OF I RE NORlH BOUND cOAsT HIGHWAY i01 BRIDGE OYER AGUA HEQIQNDA LAGOON Record From: CllY CONTROL PT. NO. 141 PER ROS NO. 17271 Elev: 26.518 FEET Datum: NGVD 29 ~II CITY OF CARLSBAD II~ GRADING PLANS FOR: MR. GALJZIO 7-UNIT INFILL DEVELOPMENT 330 CHINOUAPIN A VENUE CROSS SECTIONS E F & G PROJECT NO. CT 2019-0004/PUD 2019-0004/ CDP 2019-0012/ DEV2018-0087 I DRAWING NO., uL----L-------------1.---------+-,/.-l-----------------------------------------------------------------..l..----------'L----------------------=====================:!..I I / ,,--·-···· --------~ . . . ... ... ... .. ... • • (".) 0 Ch . ..... ,_ .. ... ... ... ... ... ,,. ' «a ."""'"' •'MS'<'<< ct tW ~. () LL -~ ... ·•~"=,··· =,·-=,=,=,=,=,=,=,=,~<""' .. =,=,=,=,~~~=,=,~=,=,=,=,=,=,=,=,=,=,···"'"·· =,=,=,=,~-='7 t,~--:·· ' .. " -:." .. , '' ",_ ·, . , . ·, '. ~\_: '· '•,.' ' ' ' ,' '.-·. f u 0 ~ " < I ~ en 1-·---·---FC 59 , -········· FS 1 < : I . I ':. ' I i I ' • ' I I I I I -----• l!ii □ 0 ---------s -- --w-- LEGEND CONG. CURB & GUTTER BMPSIGN PROPOSED LANDSCAPE (LS) AREA PROPERTY LINE PROPOSED PCC PROPOSED PERMEABLE PAVERS I>'._·.::.'.. I GRASSCRETE PROPOSED RET. WALL PROPOSED BLDG. PROPOSED PRIVATE 1212GB BROOKS BOX W/ BMP STENCIL PROPOSED PRIVATE NOS 9" X 9" SQUARE ATRIUM GRATE, GREEN PROPOSED PRIVATE ELEC HANDHOLE, PER SDGE POLYMER CONCRETE STD. UG3309.1 PROPOSED PRIVATE SS CO, PER SDRSD SC-01 FIRE SERVICE SEWER LINE WATERLINE "5,'. NOTE TO CONTRACTORS: U TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY PASCO LARET SUITER & ciJ ASSOCIATES OF SOLANA BEACH, CA. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, !N 'f WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THE TOPOGRAPHIC INFORMATION. THE OCNTRACTOR(S) ~ SHALL BE RESPONSIBLE FOR CONFIRMING THE LOCATION (HORIZONTAL/ VERTICAL) OF ANY BURIED CABLES, 0 CONDUITS, PIPES, AND STRUCTURES (STORM SWEER, SANITARY SEWER, WATER, GAS, TELEVISION, ETC.) WHICH :t: IMPACT THE CONSTRUCTION SITE. THE CONTRACTOR(S) SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES ARE .E FOUND BETWEEN THE ACTUAL CONDITIONS VERSUS THE DATA CONTAINED IN THE CONSTRUCTION PLANS. ANY -§ COSTS INCURRED AS A RESULT OF NOT CONFIRMING THE ACTUAL LOCATION (HORIZONTAL OR VERTICAL) OF ~ 1----------'(\'()f ESS f O,t-1 . (/) SAID CABLES, CONDUITS, PIPES, AND STURCTIJRES SHALL BE BORNE BY THE CONTRACTOR. ~ '5-DESIGNED BY: ~ '!i-",-LANt,i < p, i ~ ~~ ~~6~~~ •. ~ g ~ ~ ~' i ABBREVIATIONS ASPH. =ASPHALT BW = BOTTOM OF WALL EX= EXISTING FC = FINISH CONCRETE FL = FLOW LINE FS = FINISH SURFACE GT= GUTTER OH = OVERHEAD TC= TOP OF CURB TW = TOP OF WALL SWR=SEWER PRELIMINARY SITE PLAN .. ',_·. .... ._ ·-··· ···-'-••·---··-- II "I ' L TOLL FREE 00-277-2600 lE-IST TWO !JAYS an BEFORE YOU DIG 0 ',/ARNING lie 1 BENCHMARK: / Q CONSTRUCTION NOTES I I I I I I I CT 2019-0004/PUD 2019-0004/ CDP 2019-0012 TClf3,43 /FL 4-3.34 \ \ 16.8' I \ UJ ::i z UJ ~ z 0::: <( ::i a z J: (.) 25' TO R/W :A V @ AASHTO TYPE "P" VEHICLE TURN MOVEMENTS \ \ \ 7' '1--+--'--1----1-J'..,,,.,'f------- ~--;.,+-·----------,- ' n .J 0 0 i SCALE: 1" = 10' 0 5' 10' IT.JI CITY OF CARLSBAD JI~ GRADING PLANS FOR: Description: 2.5" BRASS DISK MR. GALIZIO 7-UNIT INFILL DEVELOPMENT 330 CHINOUAPIN A VENUE PRELIMINARY SITE PLAN -TURNING RADIUS MAP PROJECT NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA g-1-::,::--:,-=--t s ::::!: I ::Z: r! i3 DRAWN BY: "'""'~""'"'"ING °" .,: No. ,.,, :,:, t:°8~~wiiumrwo~fiiRNiruh~J" if~T WclffwW,m ~1ollrRJHJIF ~ JCLJ 1820 S. El Camino Real, A 205 1----------~ i'Q'"',~' ~ ,;S0/2t' * IF THIS BAR DOES AGUA HEDIONDA LAGOON. CT 2019-0004/PUD 2019-0004/ -~ 1-C:-H-,,EC:-K==ED'"'B.,.,Y:-1 Encinitas, Cal if ornia 92 0 2 4 ENGINEER OF WORK: 0, I~ ~~$(t020 ,%'?-~~~N Mii~~~~~G l 'IS Record From: CllY CONlROL PT. NO. 141 PER ROS NO. 17271 CDP 2019-0012/ DEV2018-0087 I DRAWING NO., ~ T 619.884.0576 JAMES CORY-lANEAVEJ~N~9~071 ,~0FC/lll'iCl~ NOT TO SCALE, Elev: 26_518 FEET Datum: NGVD 29 ~ L_JC_w __ Lc~o:'..'.:r:y_:·~l~a~n:e:a:v~e:@:gm:::a~i~l~.~c~o:rn:._ __ _j __________ -f.T-J..L __ _:::::::::::::::::.. _________________________________________________________________________ L ________ j_ ________________________ _!;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;d.J V ---·--------··-·- N ~ 0 0 N 0 N ' ,., 0 ' - "' • " "' C " □ C "" .e u I s;- 0 I u ~ □ ~ E .□ 0 u, r co / C ·a. □ 0 CT C r u 0 ,., ,., I ,Q N □ " -'C 0 PRELIMINARY GRADING PLAN -DETAIL SE PROPERTY CORNER / 10' SETBACK S'ROW DEDICATION GR47.7 INV 47.30 I BW46.96 TW47.50 "SOLID ~~-~b~-~~ .i HOPE SD ~ \, TW 50, 7 "\ -BW48. 5 @---=_,='~~-'---'17"-t7~---:~v'--,.,c:c\ Tw\so.17 · 17 4" SOLID HOPE SD DESIGNED BY: JCW DRAWN BY: JCW CHECKED BY: JCW TW49.30 . BW49.28 . · · · GR49.00 INV 47.30 ,o•ll" · · • 'H llV 47.25 • ·.. ' · 1•8" SOLi : BLDG 1 & 2d FF50.00' ·1 SCALE: 1" = 5' 0 2.5' 5' I fjS 49.15. iFS 49.10 .t~1~:~J FS49.15 J ~".cw,,ING 1820 S. El Camino Real, A205 Encinitas, California 92024 T 619.884.0576 cory.laneave@gmail.com. DF'ESD 17 15 1----------~ ENGINEER OF WORK: JAMES CORY-LANEAVE JONES LJffl' RCE C69 81'80 :: , . ' ,.,_...=· 'n-J 50.50' 17 . 47.64' / / / ·(·l~~'. 7_ -"--4.--\@ TW 50.50 BW48.06 43A3 ~.j._@\ -t,"'.\(,-.~:-;: Ii oJ .C.,-0,£0 FL46_i4 ,~--1-FS 46.79' H-+-FS 46.70' ,...1-_c_ FL 46.59' ..... Tl(' LR (::D c •.,? ,VoVV lc+-'I FL 46.86' I \Al----1 FLAT:00' ,., Q CONSTRUCTION NOTES @ RES. CONG. DRWY PER SDRSD G-14C @ REPLACE SIDEWALK IN LIKE AND KIND PER SDRSD G-7 @ 6-IN C&G PER SDRSD G-2, TYPE G @ PROTECT IN PLACE EXIST ELEC POLE AND CABLE BOX, 4-FT CLEARANCE AROUND POLE @ LINK SEAL AT CUT-OFF WALL PIPE PENETRATION @ BEGIN NEW WALL AT PL, REMOVE WALL TO THEN PER SHT 2 @ PEDESTRIAN STAIR AND HANDRAIL PER ARCH. OR AS A MIN. PER SAN DIEGO STANDARD DRAWING SDM-118 AND PER CA BLDG. CODE. @ H-20 TRAFFIC RATED 10" WIDE TRENCH DRAIN (AGO 8200K, OR EQUAL) UND::HGROUND SERVICS ALERT OF SOUTHERN CALIFORNIA *NOTE: STORM DRAIN PIPE TO BE PERFERATED FOR LOCATIONS OVER PERVIOUS PAVERS, PERFERATIONS SHALL BE ORIENTED DOWN, ALL OTHER LOCATIONS TO BE STANDARD STORM DRAIN PIPE, NO PERFERATIONS 0 \/ARNING 1/2 1 IF THIS BAR DOES NOT MEASURE 1' THEN DRA ',/ING IS NOT TD SCALE, BENCHMARK: Description:2.5• BRASS DISK Loco:ljQD· SOUTHEAST CORNER OF VAULT ADJACENT TO THE NORTHEAST CORNER. OF "!HE NORTH BOUND coAsl" HIGHWAY 101 BRIDGE OVER AGUA HEDIONDA LAGOON. Record From: CllY CONTROL PT. NO. 141 PER ROS NO. 17271 Elev: 26.518 FEET Datum: NGVD 29 CT 2019-0004/PUD 2019-0004/ CDP 2019-0012 ~I CITY·OF CARLSBAD II~ GRADING PLANS FOR: MR. GALJZ/0 7-UNIT INRLL DEVELOPMENT 330 CHINOUAPIN A VENUE P DING PLAN -DETAIL SE CORNER PROJECT NO. CT 2019-0004/PUD 2019-0004/ CDP 2019-0012/ DEV2018-0087 I DRAWING NO.I LAND SCAP E PLAN & HYDROZ ON ES I ~-~ '~;;-0,,~~~ - ,,--~------. I /'" -VNJU , " ' ' LAND SCAPE PLAN-Layout & Materials CD 1116" = 1·-0" I I I I I I I I I I _J_ n ,i :,:, ,. "' -~ .-------------------------I WATER CONSERVATION PLAN A. Potable water is proposed for irrigation . B All h drozones are suitable for future recycled water use. c: All i~gation systems shall have filters suitable for_ fu_ture r~cycled water use. D. Water conservation features include, but are not hm1ted to. 1. Planning and Design -Take advantage of interesting and colorful drought toler~nt plants. --Consider sun orientation, soil type, slopes, location of utility lines and planned usage. 2. Appropriate Plant Selection . . -Select plants that are native to _Mediterranean climates . -Select plants based on their ultimate srze m order to reduce pruning maintenance. d d (h drozones) -Group plants together according to their water an sun nee s _Y • -Use plants with minimal water requirements on hot, dry areas with south and exposures. . -Limit the use of plants that require more moisture . . -Reduce evaporation by using trees to shade the soil and block the wmd . 3 Practical Turfgrass Areas . ·-Limit the use of turfgrass to reduce maintenance and watering costs. west 4 Efficient Irrigation . . . • · ts ·-Install rain-sensor devices that automatically shut off 1rrrgat1on dunng rain even . 5 Use of Mulches . d d ed growth ·_ Use mulch to keep plant roots cool, minimize erosion an re u~ we . _ Add organic mulches to decompose and add nutrients to the soil. _ Limit the use of rocks around plants because it will make the area hotter. E. Hydrozones (See Hydrozone Map and Legend for location and description of hydrozones) F. Separate water service for landscaping (See Landscape Plan for location of Irrigation Meter) G. Maximum Applied Water Allowance (MAWA) and Estimated Total Water Use(ETWA) MAWA = 30,417 gal/year ETWU= 22,276 gal/ year (See attached Worksheet) d · · lion plans contained in the City of "I am familiar with the requirements for landscape an irrrga I . I rny that the Carlsbad's Landscape Manual and Water _Efficient Landscape Reg~ atrons. ce r plan implements those regulations to provide efficrent use of water. ~ Ck 9/7/2020 -, . Kai Craig, Landscape Designer V 1:J • 0 -,-.-,- LANDSCAPE LEGEND PROPOSED PERMEABLE PAVER PROPOSED PRIVATE CATCH BASIN PER CIVIL PROPOSED PRIVATE ELEC HAND HOLE PER CIVIL PROPOSED PLANTER AREAi 'I MULCHED W/ SHREDDED ARBORISTS TR IMMINGS @o"DEPTH !" ~ j" ANGULAR GRAVEL " • " 0 HYDROZONES HIGHWATER ~ MODERATE WATER 3 LOWWATER VERY LOW WATER PF .8 .5 .3 .1 SLOPE PER CIVIL PROPERTY LINE SET BACK LINE PROPOSED SEWER LINE PER CIVIL PROPOSED WATER LINE PER CIVIL PROPOSED ELECTIRCAL LINE PER CIVIL PROPOSED ORAi NAGE LI NE PER CIVIL AREA (sf) 0 J I ~ NOTES: 1) 2) 3) 4) 5) 6) ~~ ::~~;:p:::~a~es~~~::~ positive drainage (2% grade in planting areas) away from all structures and tenninatino in an approved dramage system. POTABLE WATER is proposed for irrigating all planted areas. Irrigation system shall be cornpatible with treated recycled water. All existino trees on site to be removed. All landsc:ped areas to be maintained by HOA 2 -- B I' ,1,n"--~tt---~rTt_··, ----~.ii ".7,,:--n;~ •• ■ M\ HYDROZONES 1-V 1116" = 1'-0" 3 ig ·~ j ~ ~ I ~ /'✓, ~ ~ 'I ~ I I r (] 1 2 0 _J =i Ill + z (!J rn UJ □ Team: ArchitecVContractor Ultra-Unit Architectural Studio t 562.997.0971 e. cameron@ultra-unitcom Structural Engineer David Choi and Associatese t 562.382.8040 e_ david@dca-se.com Title 24 Energy: Alternative Energy System t 818.957. 7733 e.marylynn@title24energy.com Civil Engineer: CJE t. 619.88.0576 Cutural Resource Survey: DuOek t 740.942.5147 Surveyor: Pasco Laret Suiter & Assocciate t. 858.259.8212 Landscape Designer/ Contractor California Eco Design, Inc. t 562.279.6713 e.info@catecodesign.com Architect Stamp ~p~c~ :;(j CAME:RONCROCKEn,~.) ♦ C3l503 tP 1.31.2019 I."<{" ,' RTh-.WAL w~ ""9'~ DATE ~ 0/0 CALl<'O Revisions No.;-Description Sheet Name .!! ro 0 " E ro z 0 N _J <.( (9 LL LL w -, Date LANDSCAPE PLAN Hydrozones 111,f O ,-' .., .. , " . 11,\1 Sheet Number L-100 Project Number 17-1230 Drawn By Kai Craig Checked By Checker Scale As indicated PLANTING PLAN, BUILDING1 PLANT SCHEDULE TRES SHRLIB5 EB 0 ~ * 0 0 0 0 0 0 * (D 0 GROUND COVERS ml ■ 60TANICAL / COMMON NAME Ar-bvtu" >< 'M"r rn"' I Arbutus Standcrd LOH Archontophoenl>< cunnln'3h<>ml"na / PTGGaooen Palm MODERATE 6el_jera parvlflora / Australlan l"ITIIOl'I LOH Prttosporum tenulfollum 'Sliver Sheen' / Sliver Sheen Ta1NhiY'lhl MODERATE BOTANICAL/ COMMON NAME Achllle" mrllefollum / Common YarrolN LOH Aeonrum >< 'Mint Sauc.er' / Mint Saucer Aeonium LOH Agcve attenuata / Agave LOl'I Agcve attenu"ta 'Ray of L ight' / Variegated Fox Tall Agcve LOl'I Aloe vera / Medic.inal Aloe LOl'I Arlstld" purpurea / Purple Three""n VERY LOl"i Carex diwlsa / Berkeley Sedge LOl'I Chondropetalum tectorum I Cape !'sush LOl'I DT"nella revoluta '61g Rev'/ Dlanella LOl'I Dodonao,a vrscosa 'Purpuro,a' / Purplo, Leafed Hapseo,d Bush LOl'I EschsGholzia caliFomTca I Callfornla Poppy VERY LOl"I Fe,stuc.ca mcilrel / Atlas Fesc.ue LOl'I Hardenoorgra vlolacea I Lilac Vine Trellis LOl'I Hesperaloe parvlflora I Red Yucca VERY LOl"i Muhlenoorgia rlgens / Deer Grass LOl'I l'lestrlngla Frutrc.os" 'Sluo, Gem' I Coast Rosemary LOl'I 60TANICAL / COMMON NAME Bouteloua gra<>llis / Slue Gr"ma Gr"ss LOl'I Dymondla margaretae / DymondTa LOl'I LANDSCAPE LEGEND 0 0 0 0 0 0 0 0 0 OTES: PROPOSED PERMEABLE PAVER PROPOSED PRIVATE CATCH BASIN PER CIVIL PROPOSED PRIVATE ELEC HAND HOLE PER CIVIL PROPOSED PLANTER AREA/ MULCHED WI SHREDDED ARBORISTS TRIMMINGS @3"DEPTH g" -l" ANGULAR GRAVEL ). ALL TREES MIN. 15 GALLON CONTAINER SIZE 2. ALL UTILITIES ARE TO BE SCREENED. '. ONLY SUBSURFACE IRRIGATION SHALL BE UTILIZED TO IRRIGATE NY VEGETATION WITHIN 24" OF IMPERMEABLE SURFACE. 0 5 10 i 3/16" = 1 '-0" 16 21 SLOPE PER CIVIL PROPERTY LINE SETBACK LINE PROPOSED SEWER LINE PER CIVIL PROPOSED WATER LINE PER CIVIL PROPOSED ELECTIRCAL LINE PER CIVIL PROPOSED DRAINAGE LINE PER CIVIL CONT 24" 6ox 15 gal 24" 60>< 24" Box: ~ I gal I gal 5 gal I gal I gal I gal 5 gal I gal 15 gal 4 11 pot I gal 5 gal 5 '301 5 gal 5 gal CONT Plug/Rose Pot Flat GT'!' IS 5 54 1€> 41 10 e,4 5 1€> SI IS 14 14 SPACING GT'( b" O .G. IP20 b " O.G. -z ----i ;:a m m 1/ ~ .>.· ,' C, ,· ', r.-. ,'. '' ' 4 '' ' .. . .. . . . . . . '\ ~ " \___ ' '\___ "~, '\___ 'V >A/> y/'"'-', " ' > >' ~ ~ "'/~/ "' "' "' . '-, A A A /, /', ,,--5'R. ---- BARREL "", VAULT D , -u JJ 0 -u mo c~ rO ~~ Qo -'-(J) --{ 0 JJ -< (.,, Cl! ::0 ~ ::0 ::0 m r ~ C ~ I _J / / ~~-1 D' R. --------- 4 BARREL ~ VAULT \ __J 4 fa, ' .o . . . ' ' ' '.{' • °'!,. •. ~ ' ' '·C>--• D,,~· '4. • ,.'" (_ \ -\ ~ ·.; • ' ., ' ? 4 t>' I 'o ts ,, .-----....... _;~-..;..~...,~a..:....:~---.-"'.'"-.;-:...-...:.~,...t.:...,. __ '. ;~::_.;; -~---,;_;~-~-t·'..:'. -z -u-m ~ ;:a q () .,, -m <z ro z ._,. ~ I 0 G) )> ---i m "ti ;:a 0 "U m ~ -< r z m .,, en ;:a mO ---i z CD --! )> -< 0)> ;;:,;:; ;:a 0 , . Cl -' ::::> ro + Tea,i Architectreontl';lctor UJtra..Uoi1 Architectural Studio l 562 ~'97 0971 e. camerof1~u tra-u nit cam Structur.111 Engme.r Da11kl Chol and As50C.~le:se l 552 382 8040 e david@dra-se com Tltl4!24 Enerw: Alternative Ene11,JySystem t !;189577733 e marylynn@M e2<1energy com Civil EngirtO!er· CJE l 151988 0576 Cutural Resource Survey: """" t /40942~1.:i Surnyor: Pasco Laret Suiter & Anocciate l 858.2598212 Landsc-aJJI! O.signerl Contractor C..liforni.1 Eco Design. Inc. 1. 562.279.e713 e inf~calecodesion.rom Architect Stamp Revisions z (!) en w Cl 3 rn 0 ~ rn z c w u 0 N _J ~ (9 LL LL w 7 No ; Descnpt1onJI Date- -Rev1s1on 1 Date 1 ---------------- ' -1 -- ·-.J_ --- ' ----r --~ ' Sheet Name LANDSCAPE PLAN-BLDG 3,4 Sheet Number L-1 01 Project Number 17-1230 Drawn By Kai L. Craig Checked By Checker Scale As indicated PLANTING PLAN, BUILDING 2 • -0 J] 0 -0 OJ 0 c~ rO 0 -I z~ G) 0 I\) CJ) -I 0 J] -< BUIL I ING2 I / CP r 0 G) I "' .1>,.Q Cl) 0 "Tl "Tl 0 m 0 I ' ~·~-~~~~-~-~~~-- ,,_-4' R.~. _...--. BARREL VAULT / / / / / ,-----, I / / / / / ' ' ·~ ' " / / ,, ~ / / >-/' yy /"<'' •. ; ' A ' / 3/16" = 1 '-0" 1J ;;a 0 1J 0 Cl) m 0 ~ "Tl m z 0 m PLANT SCHEDULE TREES SHRUBS EB 0 ~ * 0 0 0 0 0 0 * (J) 0 GROUND GOVERS 1111 ■ BOTANICAL / COMMON NAME Arbutus x 'Morino' I Arbutus Standard LOY'! Arc.hontophoenlx c.unn ingh,::mi<::,no / Pic.c.abeen Palm MODERATE Geljero porvlfloro I Australian Y'llllo"' LOY'! Pittosporum tenuifollum 'Sliver Sheen' / Sliver Sheen Ta....hir<hl MODERATE BOTANICAL/ COMMON NAME Ac.hllleo mlllefolium / Common Yorro"' LOH Aeonlum x 'Mint Souc.er' / Mint Save.er Aeonium LOH Agave ottenuoto / Agave LOH Agave ottenuoto 'Ro~ of Light' / Variegated Fox Toll Agave LOH Alo" vQra I M"dlc.lnal Aloe LOY'! Aristida purpur"a / Furpl" ThreQal"ln VERY LOH Garex dlvUlsa I B<>rkele~ S..dg" LOH Ghondropetolum tec.torum / Gape Rush LOY'! Dlanella revoluta 'Big Rev'/ Dianel la LOY'! Dodonaea visc.osa 'Purpureo' / Purple Leafed Hopseed Elush LOH Esc.hsc.holzla c:.alifomlua / Gallfomla Popp~ VERY LOH Festuc.a mairsl / At.lG15 Fes,c;.vs LOY'! Hardenbergla vlolac.ea I LIiac:. Vine Trellis LOY'! HQsp9roloe parvlfloro I Red Yuc;c:.a VERY LOY'! Muhlenbergla rlgens / Deer Gross LOY'! 1"4estrlngla frutlc;osa 'Blue Gem' / Coast Rosemory LOY'! BOTANICAL/ GOMMON NAME Bouteloua grac.llis / Blue Grama Grass LOY'! oymondla margareta" I oymondla LOY'! CONT 24" Box 15 gal 24" Box 24" Box GONT I gal I gal 5 gal 3 Gal I gal I gal I gal 5 gal I gal 15 gal 4" pot I gal 5 gal 5 gal 5 gal 5 gal CONT Plug/Rose Pot F lat LANDSCAPE LEGEND PROPOSED PERMEABLE PAVER PROPOSED PRIVATE CATCH BASIN PER CIVIL PROPOSED PRIVATE ELEC HAND HOLE PER CIVIL 0 PROPOSED PLANTER AREN 0 , -MULCHED WI SHREDDED .-ARBORISTS TRIMMINGS ' @3" DEPTH 0 0 0 0 0 0 0 0 i ' -¼'' ANGULAR GRAVEL NOTES: 1. ALL TREES MIN. 15 GALLON CONTAINER SIZE 2. ALL UTILITIES ARE TO BE SCREENED. 3. ONLY SUBSURFACE IRRIGATION SHALL BE UTILIZED TO IRRIGATE ANY VEGETATION WITHIN 24" OF IMPERMEABLE SURFACE. SLOPE PER CIVIL PROPERTY LINE SET BACK LINE PROPOSED SEWER LINE PER CIVIL PROPOSED WATERLINE PER CIVIL PROPOSED ELECTIRCAL LINE PER CIVIL PROPOSED DRAINAGE LINE PER CIVIL ;iPAC,I~ fi" O.G. 6" O.C.. 16 41 10 2 e,4 5 16 31 13 14 14 , 0 --' ::, [D + Team Arc hll@ct/Contr.l!ctor Uttr.unlt An;Mectur.al Studio l 562.9970971 e c,rneron@uH'i:l•U:111 a:im Structur.al Engioe-er David Chol and Assocl:ltesie I 562 382 8040 e da"1d@:cca•se corn Title 2A En,ugy: A'lemali\11 Energy Sv,tem t 818957 7733 e mar11ynn@I: tle24ene'gf com Civ~ Engineer: CJE t. ':i19.88 057e Cutir.11 Resource survey °"""" l 140 942 ~14/ Surveyor: P.isoo Ural Sulll!r & ~=elate l ~2598212 Lilodscai» Desigrnul Conlr.lctCM" caHfornla Eco Design, Inc. t 562279.57~3 e 1n',..,..,calecoc1esm1 oom w z CJ CJ) w 0 > Z<( <( 1p2a, Cl..Z U 2 <( a: 0 :::, <( <( a=> co Zo Cl) IZ_J u-o:: oI <( (") u u C'Jo (") (") t ID e a. ,; E ro z -C w 0 0 N ....I <t: C) LL LL w --, 0 ~ tii '-----------' ._ _ __, ('.) 'ij; --, Revisions ~--,----. -No I Description :::>ate -1----------!-'------ 1 ,Revision 1 iDate 1 , I _1-~------,---- -I ---1 ' --- ~ Sheet Name LANDSCAPE PLAN-BLDG 3 ,4 Sheet Number L-1 02 ProIect Number 17-1230 Drawn By Author Checked By Checker Scale As indicated PLANTING PLAN, BUILDING 3 PLANT SCHEDULE EB 0 ~ * 0 0 0 0 0 {) * (J) 0 GROUND C.OVERS mm ■ BOTANICAL / WMMON NAME Artutvs x 'Morino' / Artutvs stondord LOl"I Nc:.hantaphoenlx c.unnln9hamlana / Pic.c.abeen Palm MODERATE <Seljera parvlflora I ~strallcn Jl'l{Jllol"I LOl"I Pfttospon.im tenuifollum 'Silver Sheen' / Silver Sheen Tc::1"°'hi~hi MODE~TE SQTANICAL I COMMON NAME Ac.hllleu:::i millefolium / Common Yan--oy,1, LOl"I Aeonlum x 'Mint Sauc..er' / Mint Saucer Aeonium LOl"I A<;iav., att<>nvoto I A9ove LOl"I A<;iave ottenvato '!'!a~ oP Li9ht' / VorlB9ated Fox Tall A<;iave LOl"I Aloe verc:i / M'edlc.lnal Aloe LOl"I Aristide. pvrpvn,a I Fvrple Thrse=n VERY LOl"I ca-ex dlwlsa I Berke!~ S<>d9<> LOl"I c.hondropetalum tee.tor-um/ c.ape Rush LOl"I Dlanellc::i revoluta 'Big Rev' / Dlanella LOl"I Dodonoea vlsc.osa 'Purpurea' / Purple Leafed Hops.eed Bvsh LOl"I ~Gh!ocholzla califor-nlca / C.alifomla Popp~ VERY LOl"I Festuc.a mclrei / Atlas Fesc.ve LOl"I Hardenbergla vlolac.ea / Lrlac. Vine Trell!:, LOl"I Hespercdoe pcirviflora / Rec:::i Yuc;.c;.c:::i VERY LOl"I Muhlertien3ra r-fgsins / Deer Grass LOl"I Yw-strlngla frut!c;.osa 'Slue c&em' / Caast Rasemc;;ir:i LOl"I BOTANIC.AL/ COMMON NAME 6outslouc;;i 9rc;;ic;.ll1s / 6luo Grama Grc::iss LOl"I D~mondlc;;i mc::ir9c::iretc::ie / D!:Jmondlc::i LOl"I LANDSCAPE LEGEND PROPOSED PERMEABLE PAVER PROPOSED PRIVATE CATCH BASIN PER CIVIL PROPOSED PRIVATE ELEC HAND HOLE PER CIVIL PROPOSED PLANTER AREAi • ' MULCHED W/ SHREDDED ~ --ARBORISTS TRIMMINGS ' @3" DEPTH • t• -~" ANGULAR GRAVEL NOTES: 1. ALL TREES MIN. 15 GALLON CONTAINER SIZE 2 ALL UTILITIES ARE TO BE SCREENED. 3. ONLY SUBSURFACE IRRIGATION SHALL BE UTILIZED TO IRRIGATE ANY VEGETATION WITHIN 24" OF IMPERMEABLE SURFACE. SLOPE PER CIV1L PROPERTY LINE SETBACK LINE PROPOSED SEWER LINE PER CIV1L PROPOSED WATER LINE PER CIVIL PROPOSED ELECTIRCAL LINE PER CIVIL PROPOSED DRAINAGE LINE PER CIVIL WNI 24'Box 24" Box 24" Box CQNI I 9al I 9al 5 gal I 9al I 9al I 901 5 901 I 9al 4" pot I 9al 5 901 Plv9"Rose Pot Flat SPACING 6" O.C,. 6" o.c,. QTY 2 IS 5 QI:( 54 e, e, 41 10 2 If> S I IS 14 14 QTY IP20 ooo ooo • ..,,, __ , ... ·.-. :---. . . ·••.••• .• o .. ·.·.·.·.·.·.·.·:·.·:·.•:-.-:-.-:-.-:•.·.· •• , • ··-• " .. · · · .· · • · ·: · :·: · :-: · :-: · :-: · · · · · · · · · · · '. · · · · · -;--· • · ··: · :-: · :-: · :·: · :·: ·: ·: •: ·: •. -~o:oD'Qe;\ .-: . :-: . : -.•.. : . :-: • : •:• :-: . :· ...... _. _ .. · .. .-·.·1·.: •.: •_:-_:-.:-.:-_:-_:-_:-_:-_:-_:-_:-_:-_:-_:-_.· -.:_.· ·.·.· . r-.;;f!-,..., . . ....... · .· ....... · ......... · .·. ·.· ..... · ..........• · ............. · ... · .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . · · .....• -..•................ _r,'i,<,--,l ll . . . . • • • • • • • • • • • • • • •-• I -<'. ----~ 8' R. --------- BARREL ~ VAULT ' "1J JJ Q 'lJ (D 0 c~ L BUIL I IN 3 rO I 0 -l z~ I I G) 0 I I (..) (J) .-------8' R. ------------ / BARREL ~- / VAULT ' ..,!· ••• , I / · .. · r 1 ~ \\\ . . . . .. \\ ,,--5'R.------....___ / BARR ' EL / / VAULT I 1- / --7'R. ----..• ~ ........ BARREL / 0 3/16" = 1'-0" VAULT ~ ro I ::: )> ..... -;o -C ;o ;o !:j [!! . I I ' "< '/ "< 'y / . . ' /,/ / 5 10 / .1/ "-< "-,, / y / / 16 21 ------------- 0 _J ::J a, + ream AfCl"llte<:t/Contractor Ultra-UnitArc:hllectl.Jral Stlldto t 532997cr,;i71 e c:imi,ron@ultra uMc:om Structural Eriglleer D;t\lld Chol arid Assoc:latl:'SC t 502.382.0040 e dav1d@,:lc:a-~ t>:IIT Tltl• 24 En orgy· Al1emall~ Erll:fllY System L 8189577733 e.rreryly!,n@t,tie24enl!1g~ c:orr, CiYM Englnaer: CJE 1 ewse 001t1 CuturaJ Re&oorc:, Sllrwy: OuO.k I 740 !142.51•H 5'.lrve~r: Pasco Ulret SUltllr&ASSOC:c:latll I 858 259 82"12 LI!ndscape Deslgricirl Corllr.lC'tor Calrlomia Eco O<ls.gr,. lric:. t. 562.279.S713 e mlnlfl,::a~n rom Architect Stamp = s'c.D ARc,_,-'<✓"' 1/ )' (J ~ ' z (!) C/l w 0 ( ♦ // -''~ONCROCKm',) f I I C,)l03 I ' (J} 1.31.:!02 1 /,~ ~~-~},t:'J. ~~~ Ofc-c,.§0 m ~ -m 0 -~ 0 • iii 0 2' ,-.. D ~ z a: ~-~§ ~ I M g N w > ~<( <( CLZ (.) 0 <(a: 0 N :::::, <( <( .....I 0:::::, en <( ~0(1) C) LL IZ ...J LL u-o:: UJ oI<( 7 ('I') (.) (.) ('I') 0 ('I') ('I') • E • u z ... c e • Q. 0 ,--R-ev-rs-,o-n-•-----------, ~ No. _Qesc_r_ip_tion __ -tl C"C""D_a,..t_e---! ! Hev1 ?n 1 ;0 le • c -~--,--------, ii. -+------~ ---,----------g- i' u ~==--=--=-==--c---c=---c,~-=~-cc., g Sheet Name LANDSCAPE PLAN-BLDG 3,4 '-" ,-.. ~-------------:,;: Sheet Numb@r L-103 Project Number 17-1230 1 Ge ~I ~ ale "£ "' ~ t----------------1 15 ,-.. 0 ,-----------------,M Orawr, By Author Checked By Checker Ol 0 t-------------, ;" Scale As indicated ;:, ----------- Team Cameron Crockett • ArchitectlContractor Ultra-Unit Architectural Studio 1327 Loma Avenue long Beach , California 90804 t. 562.997.0971 e. cameron@ultra-urntcom