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SDP 16-04; CARLSBAD OAKS NORTH LOT 17; Administrative Determination
::, <L N N "' N <j) 0 ~ WHIPTAIL LOOP, CARLSBAD, CALIFORNIA SHEET INDEX -DD DD-0 COVERSHEET DD-1 SITE PLAN-OPTION 1 DD-2 NOT USED DD-3 SITE DETAILS DD-4 FIRST FLOOR PLAN DD-5 SECOND FLOOR PLAN DD-6 ROOF PLAN DD-7 EXTERIOR ELEVATIONS DD-7A COLORED EXTERIOR ELEVATIONS DD-8 PERSPECTIVE DD-9 LIGHTING PLAN C-1, C-2 PRELIMINARY GRADING PLANS L-1 thru 4 PRELIM. LANDSCAPE PLANS SPD-16-04 CITY OF CARLSBAD Administrative Permit Case No Z2 b? / ~ -0 4- Exibit No. "A"-"?"Date ejil/ ff, l . JLJt-j O 8 2016 CITY C" C. -.c.SC 'C PLA,'.,\;.NG :1v1s.:, KENNETH D. SMITH ARCHITECT & ASSOCIATES, INC. EL CAJON -CA·-92020 PH / 619 444 2182 Fax / 619 442 2699 DATE: 12/17/15 JOB NO: 15013 DRAWN BY: ASM CHECKED BY: ASM Revision Schedule # Date z 0 I-n.. -0:: u Vl LU 0 ..... u Cl) ·-0 ... n.. .. ..... u Cl) ·-2 0. Description I°' ..... I- 0 -I <( z a:: 0 LJ.. .....J <( u ... 0 <( co l/) .....J a:: ~ Cl.. 0 0 .....J .....J ;:s Cl.. :c $ DD-o '"~================================================================================='.IL======~ 0 " N lO I I PROPOSED WATER DEMAND & SEWER GENERATION PROPOSED WA lER DEMAND: PROPOSED SEWER GENARATION: INDUSTRIAlJWAREHOUSE OFFICES (2300GAU10000 SQ FT)=29,019 GALLONS (1 EDU/5000 SQ Fl)=21.68 ED Us (1EDU/1800 SQ Fl)= 9.86 EDUs TOTAL 31.54 EDUs SQUARE FOOTAGE Name Area OFFICES, MANUFACTURING, WAREHOUSE 114,378 SF 01 FIRST FLOOR 114,378 SF MEZZANINE AREA 1 6,608 SF MEZZANINE AREA 2 1,591 SF PHASE 2 MEZZANINE AREA 1 1,600 SF PHASE 2 MEZZANINE AREA 2 1,995 SF 02 SECOND FLOOR Grand total NOTES: 11,793SF 126,171 SF CLEARING OF VEGA TATION, INCLUDING ALL NATIVE HABITAT AS WELL AS NON-NATIVE HABITAT SHALL BE PERFORMED OUTSIDE OF THE PERIOD FROM FEBUARY 15 THROUGH AUGUST 30 CONSTRUCTION TRENCHES SHOULD BE INSPECTED DAILY AND ANY TRAPPED / WILDLIFE SHALL BE REMOVED AND RELEASED UNHARMED INTO NATIVE / VEGATATION A HUNDRED OR MORE FEET FROM THE CONSTRUCTION AREA. CONSTRUCTION FENCING SHALL BE EMPLOYED WHERE APPROPRIATE TO / MINIMIZE IMPACTS TO WILDLIFE DURING CONSTRUCTION. / GRADE AT LUNCH AREA I <:\ I I I \ \ I \ \ RETAINING WALL EXTENDED ABOVE LUNCH AREA GRADE TO PROVIDE A RAILING I I l I I I -10 "" \ 01 FIRST FLOOR ~ O" GRADE ATTRUCK DOCK 1/4" = 1'-0" RETAINING WALL AT LUNCH AREA 'vVhi,n:a.!.l,:,o::, PROJECT LOCATION Fara-da;rAve-.. --· I I I I I I I VICINITY MAP I I I I I I I I I I I I I I- I -----~-~-------- / " / " / " " / " I '---" I ", I ",, I " . I I (4) SHORTTERM BICYCLE SPACES TRAFFIC CALCULATIONS ENHANCED PAVING TRIPS ARE CALCULATED PER SAN DAG 2002 BRIEF GUIDE OF VEHICULAR TRAFFIC GENERATION RATES FOR THE SAN DIEGO REGION OFFICE 17,750 7 124.25 MANUFACTURING 18,000 10 180 WAREHOUSE 90,421 5 452.105 TOTAL TOTAL SQ FT. TRIPS 126,171 756.355 APPLICATION TYPE: MINOR SITE DEVELOPMENT PLAN APPROVED THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FOR PROIBCT NOS ')D ,b'Vf-PER CONDITION NO .. __ _ 1-P~·~r,- PLANNINGD -g/3 tli0 ~=====,----=~ :0A'f!l ENGINJlERING DIVISION DATE I OWNER MOORPARK VENTURE L.P. and VCH No. 1, L.P. 1000 PIONEER WAY EL CAJON, CALIFORNIA Tel: 619-440-7424 CONTACT: GREGG HAMANN APPLICANT'S REP KOS ARCHITECT & ASSOCIATES, INC. 500 FESLER STREET# 102 EL CAJON, CALIFORNIA Tel: 619-444-2182 CONTACT: KEN SMITH SDP-16-04 LEGAL DESCRIPTION LOTS 17, TRACT NO. CT 97-13-2 MAP 15505 CITY OF CARLSBAD, CALIFORNIA APN: ADDRESS: GENERAL PLAN USE: ZONE: 20B-120-14 WHIPTAIL LOOP PLANNED INDUSTRIAL P-M SPECIFIC PLAN: SP211 -CARLSBAD OAKS NORTH SITE INFORMATION SITE AREA: PROPOSED BUILDING COVERAGE: PROPOSED LANDSCAPE AREA: PROPOSED PAVING AREA: 349,704 SF 114,942 SF 98.544 SF 136,267 SF TYPE OF DEVELOPMENT: INDUSTRIAL 8.03ACRES 32.87 % 28.18 % 38.97 % LUNCH AREA (w/ CONG. TABLES, BENCHES & TRASH BINS): (300 SF PER 5000 S.F. OF BLDG) ( 126, 171.00/ 5000) X 300 = 7570.26 SF REQUIRED INTERIOR LUNCH AREA EXTERIOR LUNCH AREA TOTAL= 1075 SF PROVIDED 6691 SF PROVIDED 7766 SF PROVIDED PARKING TABULATION REQUIRED PARKiNG: OFFICE S.F. / 1 SPACE PER 250 S.F. = # OF OFFICE SPACES MANUFACTURING S.F./ 1 SPACE PER 400 S.F. = # OF MANUFACTURING SPACES WAREHOUSE S.F. / 1 SPACE PER 1,000 S.F. = # OF WAREHOUSE SPACES 17,750 S.F. / 1 SPACE PER 250 S.F. = 71 OFFICE SPACES 18,000 S.F. / 1 SPACE PER 400S.F. = 45 MANUFACTURING SPACES 90,421 S.F. / 1 SPACE PER 1,000 S.F. = 90.421 WAREHOUSE SPACES TOTAL PARKING SPACES REQUIRED= 207 SPACES PARKING PROVIDED:207 158 STANDARD SPACES PROVIDED 24 COMPACT SPACES PROV! DE□ 4 VAN ACCESSIBLE SPACES PROVIDED 4 ACCESSIBL.E SPACES PROVIDED 3 COMPACT AND 14 STANDARD CLEAN AIR VEHICLE SPACES (7 FUTURE EV CHARGING STATIONS) PROViDt:D ( 8% of AUTO SPACES MIN .. ) 211 TOTAL AuTOMOBILE SPACES PROVIDED 11 SHORT TERM BICYCLE SPACES w/ PERMANENTLY ANCHORED RACKS (5% of AUTO SPACES MIN.) 11 LONG TERM BICYCLE SPACE IN LOCKABLE, PERMANENTLY ANCHORED LOCKER (5% of AUTO SPACES MIN .. ) LONG TERM BICYCLE SPACES SHALL BE PROVIDED INSIDE TENANT SPACES AS PART OFT.I. PERMIT NOTES 0 1 , _ ·- 6'-{)" TALL PRE- FABRICATED uJ CONC. WALL. SE . - 1" 0 ..... .... 0- 1. YARDS USED FOR AREA INCREASES SHALL BE PERMANENTLY MAINTAINED. 2. THIS PROJECT SHALL COMPLY WITH THE 2013 EDITION OF THE CALIFORNIA BUILD!,'iG CODE (CBC), THE 2013 CALIFORNIA ELECTRICAL CODE (CEC), THE 2013 CALIFORNIA MECHANICAL CODE (CMG), THE 2013 CALIFORNIA PLUMBING CODE (CPC), THE 2013 CALIFORNIA FIRE CODE (CFC), IN ADDITION TO ALL THEIR RESPECTIVE 2013 CALIFORNIA AMENDMENTS, AND THE CURRENT EDITION QF THE CALIFORNIA ENERGY EFFICIENCY STANDARDS. 3. NO HAZARDOUS MATERIALS SHALL BE STORED AND/OR USED IN THIS BUILDING IN EXCESS OF THE QUANTITIES LISTED IN CBC TABLES 307.1 (1) AND 307.1 (2) 4. ALL PROPERTY LINES, EASEMENTS, STREET AND EXISTING AND PROPOSED STRUCTURES ARE SHOWN ON THIS SITE PLAN. 5. A GRADING PERMIT IS REQUIRED FOR THIS PROJECT 6. FIRE HYDRANTS ARE TO COMPLY WITH THE CITYS ENGINEERING DEPAR1MENT STANDARDS AND SPECIFICATIONS FOR ON-SITE FIRE HYDRANTS. A SEPERATE DEFERRED SUBMITTAL OF THE UNDERGROUND FIRE SERVICE IS REQUIRED TO BE MADE TO THE CARLSBAD FIRE DEPARTMENT PER CARLSBAD ENGINEERING STANDARDS AND NFPA 24. THE REQUIRED FIRE FLOW BASED ON CONSTRUCTION TYPE AND SQUARE FOOTAGE IS 3750 GPM. 7. ALL CURBING WHICH OUTLINES THE ACCESS ROADWAY SHALL BE PAINTED RED. WHITE, 4" HIGH LETTERING READING "NO PARKING -FIRE LANE" SHALL BE STENCILED EVERY 30'-0" ON THE RED CURB. IF NO CURB IS PRESENT, AN 8" WIDE RED STRIPE SHALL BE PAINTED ON THE PAVEMENT. THIS 8" STRIPE SHALL BE MARKED WITH 4" HIGH WHITE LETTERING EXACTLY AS IF IT WERE A CURB. 8. BACKFLOW PROTECTION OF WATER CONNECTION TO FIRE PROTECTION SYSTEMS SHALL BE PROVIDED PER UPC, SECT. 603.5.15. UTILITY & SCHOOL DISTRICTS C.~RLSBAD MUNICIPAL WATER DISTRICT 5950 EL CAMINO REAL CARLSBAD, CALIFORNIA 92008 760-602-2420 CITY QF CARLSBAD WASTEWATER DIVISION 5950 EL CAMINO REAL CARLSBAD, CALIFORNIA 92008 760-438-2722 CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD, CALIFORNIA 92009 760-331-5000 ACCESSIBLE PATH OF TRAVEL SITE PLAN NEW PATH OF TRAVEL (P.O.T.) AS INDICATED IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL AND ISAT LEAST 48" WIDE. SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. CROSS-SLOPE DOES NOT EXCEED 2% AND SLOPE IN DIRECTION OF TRAVEL IS LESS THAT 5% UNLESS OTHERWISE INDICATED. P.O.T. SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (118307.2) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM A WALL AND ABOVE 27" AND LESS THAN 80" (11B3073). 17:~ l- o::: 0 __ z __ _ 1" = 50'-0" KENNETH 0. SMITH ARCHITECT & ASSOCIATES, INC. 500 FES . EL CAJON -CA -92020 PH / 619 444 2182 Fax/ 619 442 2699 DATE: 12/17/15 JOB NO: 15013 DRAVVN BY: Autho~ CHECKED BY: Checkec Revision Schedule # Date z 0 I- CL 0:: u Vl LLJ 0 ..., u Q) ·-2 CL .. ..., u Q) ·o '-a. Description <C -z a: 0 LL.. -....J <C u ... C I'-<C co .... V) ....J I-a: <C 0 u CL -I 0 0 ....J ....J -;:: CL -I s DD-1 :,,: CL HME SITE PARAPET --~ 40'-0" ROOF 34' -6" PARKING LOT~sT_471.35' ·-~ ·•a,·, •."-:..s;.."'"'" U.W w:r -~--, s'•, -~C cc··,-.~,:\•., u-r.,.~ .:,· '·'"'P·' ,., :J,c,,.;· ,,.,.,. · C·-·••J :•1 '' o'A.~ .·•-• -_.; •'C•"~- ;.· c~ e<e "c.f[j C'-"""''~c,~..--;;;~ orr,c.'\CS< 1.~;, '"•'""~ "Y,n:~,.•0• '"'°"-<'"i,." :i,'"<'J r,rc .;~, c ,;.-:.,; :•,cc v ,c--e•;·ty 8! cl-:--,-0/ _.., "'""e,l,-;:i 'i 'HSS' POST PER PLAN 0 11·,, ,·.;_.,,, .. ,,_. li<'r ,-: ,., .•, se,:<-;;'.~o ~,c;,,. •c, ~·•,,,. o:,-~..,,~,. ,,,·,:,;,·o -_., ·,,·,w,.-.c, ~-1 ,,_, ,, .. , ''"·"• -.-,,".'_·-o•,,_,,,,,.~-"'~ ) I ,.,, 700 "' 1000· "" Bmnze : "" Biacic (SKI 1'"7i\e "'~ OmJ>l'ltlC I lGPJ , S1!.<er MelalOC (SL) Cus~fol<l•! e .-,,,, 1~--'«.c··<:e (~201 (l"CX'e) JPC~4□1 (PC2TT) ., -· .. ~~ ,-. -~-.,, .-,,-o~-:.,-.. i:-., .• """' J'{•:,:;:)•,=• 'i),'.c' ·-· _; -;_-,··: :-;•,c•,I,,·,, flJP) OPTIONAL WALL LIGHT CONG. TILT-UP WALL PANEL 0 @ Section 11 WHIPTAIL LOOP PARAPET 40' -O" ____ ROOF 34' -6" -~0=2,SECOND FLOOR C\ 15' -0" "---• @ 1/16" = 1'-0" I SIDEWALK ON ~ FARSIDEOF ~ STREET 1/16" = 1'-0" SITE SECTION METAL CLOSURE@ PERIMETER Oc ROOF METALCLOSURE@ ~ PERIMETER OF ROOF V STEEL DECK PER PLAN 0 'HSS' BEAM PER PLAN CONG. TILT-UP WALL PANEL 0 CORRUGATED SOLID METAL TENANT ACCESS GATE 0 ;c.. 1-'r-----'-'-] CONG. TILTUP WALL PANEL 0 Du'----tcJ~TI Tlle Parl<f"'II Stu I! LED "'""""'"' =binn Ji,,,-p-,:,lie-aotyl""' n,aP•r~lflg!ii.rll ..Wlleso.,,-lateslhi;li--w<!i:,rma11Cef_volution Bnd~""k ..,,;;h~=ral W,,e~ WTlh aitw'll'li:«I EVOI..UTIQ~ C lEO C Ll;.0 1,gntt1rJQ•r>I'. to """'1<1se IES T~pe• I. I\ rt., IV. V. "'1<11/-W 1<,,:tnQJ,:,gy. Mo,nte<lafl<;o-fo,,l>dly~r,e-e,;,,gpro"""'~fo,10c1..J&S$ d-bu~on pattems. 1'lte PartingStarU q~al,Fles 10'> an IES !ul ~r,t,yf<r.lEDan<ldrnre,ac~ ru1,;11 r,~"'-aM •~ o .. ,i..sk7 M<l>~.,. !r> teSl'id 11g1r1 -p.a,s.. Sl.!lfe an~ 1,ght ...,i1tm,,r, re, ""~r1'K>Od-fr,e-n~1•1 i,gnhng The--c,;,,,pacl. d"' an;t """""""" h"""'"'J freature,,. oo!t. roundo<I oon"-""' w,tl: £tyftsh accen:1~ rac a .::or,~. "f'SC"lle ,'.n"""'1<>m1collEDlumina~ellrl<lcanbeu1>10><:1a~a~mcu~ 'lf!P""rana!. °""'l>ll, ~ pow,)WC0"1 ~n~ r,; ;wat,bl,oi• a wall mos,nt flc<,<f lig~ orori:ng mcunt /Wure, 11,e P,,t,in9$tiar J: w!do ~ o1 an:h~~ral cooors. ,~ ,de.al 1..-"""~P>llg OOl'III,..,-p~rt,,,ng <>l>. ,1ree1 119~\lng ~mt PST-2--1... T~~ill ·n: ~Ml!raJ ,.,,.a :rgnMg ~ mA 40-00< 120-.2n Bolt-OnArmir 24 200 sso-r~r :..~ (BOA6) !2oll.CJ IL/NV) Bell-On A"" 10- " ~ SJO !'8LCI n 350 530 1721.CJ '" 350 530 i9Gl.CI "' '" 5500{ ''° .,..,_,, (~Kl ,. "' '" (SOA1~1 Knuckle Moun: ,~, Coiling Mount ...,_!ScM;-·~--forei;.t Gre~ iFGI BuMn Typfl P~p1QClill ~--,-= {PC12CJ (PC2D&j (PC2,WJ (P'C:2771 Ctllofl" lo-~vf~stem. !,!.<;\l!'lll.b!~Wl~' F~r~'0 ~o:e 11!>'.._.l fO!"S0POletRPP!I Oua:ICim.HI 1oc, C,mmrng/Contrcls ·c,.,.~,,.._,,., "' -= [ll ;c.. c; 0 ' "' SOULARD 0 1! i • ' 'ii i' ii:, I 1!11!1 I! ']!l[lf I 111 11, I 1 11l1] 1]i Ii 1 I 1 I I II ' 518" DIA. CANE BOLT@OPP. FACE ~ 3 i 11 111 I I I I i I I 11 ' 11 I 11, ''I ~ ~ ~ "' ~ ~ N ~ ~ "' ., b ' •. 12" HIGH BERM SECTION 7'-31/2" HIGH CORREGATED SOLID METAL GATES wl /i'- L2x2x114 GATE FRAME and 20 GA. METAL DECK V INFILL METAL CLOSURE@PERIMETER OF ROOF0 I ' I I I ' , I II '1: \ i I! Ii! I 'I I! I 'HSS' POST ·~ PERPLAN<y SPD-16-04 6'-0" HIGH VIEW OBSCURING, PRE-FABRICATED CONCRETE FENCE by "SUPERIOR CONCRETE PRODUCTS" -~---------- (COLOR & FINISH PER OWNER) ----_, --'. ---"· -'--,--"---·-""--,-'·- I I I I ---~~----------~~---- r....L....L7 r_L...L..7 I I I L -+-~ __ S_PA_C_IN_G_P_E_R_M_AN_U_F_AC_T_. -L,L-~ FOOTING PER MANUFACTIJRER ELEVATION @ 3/8" = 1'-0" CONCRETE FENCE ;;-~ 'HSS' BEAM PE METAL CLOSURE@ /i'- ROON RPLAN0 t: ,_ ~ "' -=-, ~ CONG. TILT-UP i ]JI I i I 'II ·, I I I ;, . 11 ii!!: II ii1 !,1 I I I CONG. TILT-'J<v 1!1 ,, ! i WALLPANEL B "' ij1ti [ I 1 'I' I 1, ,, I ii I 'I ,,11 i I' I' I ; I "' WALL PANEL - 0 = ' ;c.. Ii . ,I I I I 314" DIA. BOLT LATCH ® '61/2" 3'-0" 11 'I 1 1l 1 I,, ,I 6' -51/256" 51/2" THICK CONG. TILT-UP PANEL ~--CONG. SLAB BOLLARD SEE EXT. EUEVATIONS ◊ FOR PAINT COLOR LEGEND 0 17'-11" 4'-0" I ELEVATIONS 6' -4 255/256" 61/2" ~-----+--+--CORRUGATED SOLID METAL TENANT ACCESS GA TE - INSTALL PER SUPPLIER'S RECOMMENDA llONS 51/2" THICK CONG. TILT-UP END PANEL ~ ~ @ 1/4" = 1'-0" Solve/ Metari:c "'-' Custom Mom:.-, Se~sor (IIIS) NOTES: :.;.._ \I r- c.~,c"d"">·C" _,, .. _.,_,_ -·· ''·"·=~-·,,o,·, ....;::os,;,.;;:.,.,,., -~.-,«.>c,~ :~..!·:~:.'''" Colo ~" ~-10 V ~):':.'.:':';',9 0~- (DlM) WALL & PARKING LIGHT USE 3,000 PSI CONG. wl A.S.T.M. A-615 GR. 60 STEEL REINFORCING ALL EXPOSED METAL SHALL BE PRIMED & RECEIVE 2-COATS OF PAINT CONG. -FILLED PIPE- SEE DETAIL (AS REQUIRED) b ' "' ,.-" .· .. < ., .. _. ·_·. < ,' ·_ ,_ ... :.'_.,-, '. '·----~ >0'-.-"--, CORREGATED SOLID FLOOR PLAN , METAL GATES-INSTALL PER SUPPLIERS RECOMMENDATIONS KENNETH D. SMITH ARCHITECT & ASSOCIATES, INC. EL CAJON -CA -92020 PH / 619 444 2182 Fax / 619 44-2 2699 DATE: JOB NO: 12/17/15 15013 DRAVVN BY: Author CHECKED BY: Checkec Revision Schedule # I Date I Description z 0 f- CL ex: u \/'l LLJ 0 ..... u Q) ·-0 L. CL .. ..... u Q) ·-e Cl. I'-,.. I- 0 ...J <C -z a: 0 LL. -....I <C u "' 0 <C cc Vl ....I a: () CL 0 0 ....I ....I -~ CL -:r: s DD-3 ::, <L N "1 ci " N <J) -0 "" @ EJ>! @ • • ELECTRICAL ROOM FIRE RISER TRANSFER LADDER TO ROOF ® 138' -0" • • • 138' -0" LOADING AREA 0 I I I I I I I I 0 104·-a· LOADING AREA -----1 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 OFFICES, MANUFACTURING, WAREHOUSE 114378 SF NOTES: wl 31 ~I i'ti I __, I I I I I i ! I . -t I I I I I I 0----------·· -- • ' • • • 104'-0" ALL NON STRUCTURAL WALLS SHALL BE METAL STUDS PER DETAILS REFERENCED, U.N.O. ALL DIMENSIONS TO STUD WALLS ARE TO BE TO FACE OF STUD, U.O.N. SEE STRUCTURAL FOUNDATION PLAN FOR LOCATIONS OF ANY STRUCTURAL WALLS. IF THE ALLOWABLE WALL HEIGHTTABLE REQUIRES A LARGER STUD SECTION, THE TABLE SHALL GOVERN. THE CLEAR FLOOR SPACE AT FIXTURES AND CONTROLS, THE ACCESSIBLE ROUTE AND THE TURNING SPACE MAY OVERLAP. FOR STANDARD HEADER FRAMING, SEE DETAIL DD-SOUTH @ 0 0 ~ DD-NORTH 504' -0" 104' -0" VEHICLE RAMP DN I I I I I I I I I ----1 UJ z --' UJ ~ --' 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 t ----t I I I I I I I ____ J LOADING Afl.EA PROPOSED BUILDING i TYPE 111-B CONSTRUCTION FIRE SPRINKLERED 2STORY 43'-0" HIGH B, F-1 & S-1 OCCUPANCIES (OFFICES, MANUFACTURING & STORAGE) OCCUPANT LOAD: B: 147 OCC. F-1: 258 OCC. S-1: 0 OCC. 104'-0" 504' -0" SQUARE FOOTAGE Name OFFICES, MANUFACTURING, 1 1 WAREHOUSE , 01 FIRST FLOOR MEZZANINE AREA 1 I MEZZANINE AREA 2 I I PHASE 2 MEZZANINE AREA 1 : PHASE 2 MEZZANINE AREA 2 i 02 SECOND FLOOR Area 114,378 SF 114,378 SF 6,608 SF 1,591 SF 1,600 SF 1,995 SF 0 UJ z --' UJ ~ --' I I I I I I f t VEHICLE RAMP ON 0 78' -O" LOADING AREA 0 UJ z ::J UJ ~ --' I I I I I I I 1 I I I I I I I I I I I I I ' ___ J 1 I -----~ -----• -------•--------f - I I I I I I 38' -0" I I 40' -0" WALL LEGEND = CONCRETE TILT-UP PANELS w/ 1/2" PANEL GAPS = 4" NOM. STUD WALL (3 5/8"METALor2x4 WOOD) SEE NOTES BELOW -4" NOM. STUD WALL w/ R-13 INSULATION BATTS = 1-HOUR 4" NOM. STUD WALL (3 5/8" METAL or 2x4 WOOD) = 6" NOM. STUD WALL (6" METAL or 2x6 WOOD) SEE NOTES BELOW = 6"NOM.STUDWALLw/ R-19INSULATIONBATTS ~ 1-HOUR 6' NOM. STUD WALL (6" METAL or2x6 WOOD) = 8" NOM. STUD WALL (8" METAL or 2x8 WOOD) SEE NOTES BELOW = 8" NOM. STUD WALL w/ R-19 INSULATION BATTS 0 80' -O" LOADING AREA • • 0SPD-16-04 ,'\ I . I ' L BUILDING ABOVE, lYP . 40' -o· 0 0 b ' 8 ~ ,, !~ ., M - ® 0 CD FIRST FLOOR PLAN §b==========================================================================================================l Grand total 11,793 SF 126,171 SF 1" = 20'-0" I KENNETH D. SMITH ARCHITECT & ASSOCIATES, INC. DATE: !2/J7/15 JOB NO: 150/3 DRAWN BY: Author CHECKED BY: Checker Revision Schedule # z 0 l-o... c:: u l/l LJJ 0 t, (I) Date ·-0 I... 0... •• ..... V (I) ·-e Cl.. Description <C -z a:: 0 LL. -_J <C u ... 0 "' <C co ... Vl _J I-a:: <C 0 u 0.. -I 0 0 _J _J -<C I- 0.. -I $ DD-4 ' ' I' I' 0 ' "' ~ N 0 "' 0 M -,_. 0 ' 0 M ' r- 6 ~ • I' I' @ @ 138' -0" ' ·~·· ... ·------·-··-- 1 • FIRE RISER • TRANSFER LADDER TO ROOF & <:,· "' -"I<- 138' -0" @ • • b 0 0 104'-0" ------0 • • ' • • Wi ~: ...J' UJ I u:, <l'. : UJ' ...J' MEZZANINE AREA 1 6608 SF 104'-0" NOTES: ALL NON STRUCTURAL WALLS SHALL BE METAL STUDS PER DETAILS REFERENCED, U.N.O. ALL DIMENSIONS TO STUD WALLS ARE TO BE TO FACE OF STUD, U.O.N. SEE STRUCTURAL FOUNDATION PLAN FOR LOCATIONS OF ANY STRUCTURAL WALLS. IF THE ALLOWABLE WALL HEIGHT TABLE REQUIRES A LARGER STUD SECTION, THE TABLE SHALL GOVERN. THE CLEAR FLOOR SPACE ATFIXTURES AND CONTROLS, THE ACCESSIBLE ROUTE AND THE TURNING SPACE MAY OVERLAP. FOR STANDARD HEADER FRAMING, SEE DETAIL 0 I • • UJ Z! :::; UJ I ~ UJ ...J ® ~) 0 0 ' 504' -0" 104' -0" 78'-0" I ' ' I I • • • . - ' 0 0 ' --~ 0 - UJ' w! ~I z' _, ...J' ...J' UJ; UJ I u:,' u:, ' ;'5 • ;'5 ...J ...J PHASE 2 PHASE2 MEZZANINE _MEZZANINE AREA 1 1600 SF MEZZANI AREA2 1591 SF 104'-0" 504' -O" SQUARE FOOTAGE Name OFFICES, MANUFACTURING, WAREHOUSE 01 FIRST FLOOR MEZZANINE AREA 1 MEZZANINE AREA 2 PHASE 2 MEZZANINE AREA 1 PHASE 2 MEZZANINE AREA 2 02 SECOND FLOOR Grand total Area 114,378 SF 114,378 SF 6,608 SF 1,591 SF 1,600 SF 1,995 SF 11,793 SF 126,171 SF AREA2 6b : ·a 1995 SF ~- 0., 38' -0" 40' -O" WALL LEGEND = CONCRETE TILT-UP PANELS wl 112" PANEL GAPS -4" NOM. STUD WALL (3 5/8"METALor2x4 WOOD) SEE NOTES BELOW -4" NOM. STUD WALLw/R-13 INSULATJON BATTS -1-HOUR4" NOM. STUD WALL (3 5/8"METAL or2x4 WOOD) = 6" NOM. STUD WALL (6" METAL or 2x6 WOOD) SEE NOTES BELOW = 6" NOM. STUD WALL w/ R-19 INSULATIDN BATTS ~ 1-!iOUR 6" NOM. STUD WALL (6" METAL or 2x6 WOOD) = 8" NOM. STUD WALL (8" METAL or 2x8 WOOD) SEE NOTES BELOW = 8" NOM. STUD WALL w/ R-19INSULATION BATTS 0 80' -0" • ·- 40'-0" 40' -0" 0 • SPD-16-04 0 'Q ' o, ' T 0 0 ® ' ~ © 0 0 ' [!I M 0 ' ., ~ ® 0 ® .. 0 - 6 "' 0 0 ~ 4-CD SECOND FLOOR PLAN 1" = 20'-0" KENNETH D. SMITH ARCHITECT & ASSOCIATES, INC. 500 FES . EL CAJON • CA • 92020 PH / 619 4-44 2182 Fax / 619 442 2699 DATE: 12/17/15 JOB NO: 15013 DRAWN BY: Author CHECKED BY: Checkec Revision Schedule # Date z 0 I-Cl. a: u Vl LLJ 0 ..... u (]J ·-0 1-. Cl. .. ..... u (]J ·-0 1-. 0. Description <( z 0::: 0 LJ.. --I <( u ... 0 '"" <( co .. Vl -I I-0::: <( 0 u 0.. -I 0 0 -I -I -~ 0.. -I $ DD-5 2 ~ CJ "' 6 st N CJ 0 § 0 0 0 0 CD 0 40' -O" T.0.W. 0 0 0 SPD-16-04 COATED FOAM ROOFING 1. THE ROOFING SHALL BE PERMAX COATED FOAM ROOFING SYSTEM BY HENRY COMPANY, INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 2. PRIMER: RTC ACRYPRIME-SUBSTRATE 3. FOAMBASE: MINIMUM 2-314" THICK PERMAX RT2035, TWO COMPONENT, RIGID CLASS POLYURETHANE FOAM. a NORMAL DENSITY: 3.0 LB/CU FT WHEN TESTED PER ASTM D 1622. b. CLOSED CELL CONTENT: 90 PERCENT WHEN TESTED PER ASTM D 2856. 33' -10 112" BOT OF SHTG 33' -4112" BOT OF SHTG 33' -4 112" BOT OF SHTG 33' -4112" BOT OF SHTG 33' -10 112" BOT OF SHTG c. COMPRESSIVE STRENGTH: 44 TO 50 PSI WHEN TESTED PER ASTM D 1621. d AGED R-VALUE: 6.71 (2-3/4" THICK= R-18.45) 6 ' "' 40' -O" T.O.W. 6 40' -0" T.0.W. 0 N r---r---r-.. ·· -----r 1 · I I I I I 33' -10 112" BOT OF SHT~ I I., I 1--f.-/ I I I I rx"l~o_,_I~ I I f'='1 :il,J I I 0:: « I I l ~d I I l«t.: I ., I I ,;ltiJ.:J «w I I ~ ~~ I I ~ '-r,__,-ul 35' -3" BOT OF SHTG I I I I I I I ..... I I I~ I I LG! I I I I ! I I ·--I -i · · + l ---I I I I I i I I ., I I I I ., I : II ~ I I ., I I I I I I I I I I I --1---1 -+-----I 36' -11112" BOT OF SHTG I I I ., I 38' -5" BOT OF SHTG I I I I I I I 10·-o· I I : HERE ONLY I I I .. I I I I I I I I I i ., I I ~ 3S-8 j/2" BOT:OF SH~G I I ., I ' I I I I { ROOF ACCESS HATCH I I ! ., I I I I I I I ., I ~ I I I I .. I ~ I I I I I ., I ~ I I I i I ~ I ., I I I ~ ., I I I I ~ I I I ~ ., I I I I I 34' -6'' BOT OF SHTG 1 I 35' -a• BOT OF SHTG 35' -0" BOT OF SHTG· -· -· -]-I I ' I T I I I I I I I I I I I I ,·, I I 3J-101/2"BOTOF_ SHTGI rzi • I ' I ' " I ~ " I I ~: I I e I ~ MAX44"GIRDERATIJNEB : I I I I I I I I I I I I . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ : I I I ·1 ---1-------·I- I ~ I I I " I I § i I k:?, ~I I ~ 6~ I I '!' "' I I '-"" I 1-:c• I I a: ":' i I ., I , I ~---· 1-i I I I I I ,, I I I I I I I I I I I I I I I I I I ., I I ~ : I I I I ... I. I I I I I I I ~ : I <> I I I I I I . I I ~ : I ,, I I I I I I I I I ~ I I ., I I i . I ~ .. i I I I ~ I I I I I I I " I ~ I I I " I I I ~ I I I I I ., I ~ I I I I I I 5' I " I ; ~t 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 RIDGE I I I I I I • I ~i I ~;--I I " I ~ I I I I I ~ I ., I I I I I I I ~ I " i I I I I ~ ., I I I 35' -0" BOT OF SHTG ' 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 ~: la-: 40' -0" T.O. W. I ' I I I I I 34' -6" BOT OF SHTG 31' -0" T.O.W. 34' -0 112" BOT OF SHTG 33' -6 112" BOT OF SHTG I I ~--+--I I I I 40'-0" T.O.W. 34' -0 112" BOT OF SHTG 38' -6" T.O.W. 33' -3112" BOT OF SHTG 40' -0" T.0.W. 40' -0" T.O.W. 35' -3' BOT OF SHTG 35' -3" BOT OF SHTG I I I I I I I I -1 I I ~ I I I I I I I 4 I ~ e i ~ I I I : ., I pl ! I I I ~ I 4 I I I ® " I I I --~ I e I i I t I I I I I I I I i e I I I I -I I I I I I I I · I I I I I I I llJ I I I I I ~ I 34' -9" BOT OF SHTG I I I I I I I ·· I I I I I I " I I I r'x7 I I ~II I I I I I I I I I 4 I I I f;?1 I I ~ I I i 1-t · · 1-- I I I I I ., I I I ~II ~ 1 I I I I I " I pl I I I ! I I I I ~ I ., I I I I I ~ I <> I I I I I -~ I 4 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 t:1-: I I I I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ·· I . I I I I I I I I · I ~ I I I I I I fjl: I 32' '. 9 112" BOT OF SHTG I ~+-----i--I 4. 5. 3~ -9" BOT OF SHTG 6. 35' -3" BOT OF SHTG e K-FACTOR· 145 BTU /HR /SQ FT./"F AS MEASURED PER ASTM C 177 OR C 518 ~ PROTECTIVE COATING: PERMAX 120 ACRYLIC ELASTOMAERIC COATING BY HENRY COMPANY APPLIED AT A V RATE OF 3 GAL PER 100 SF MINIMUM COATING THICKNESS AT ANY POINT ON THE ROOF SHALL BE MIN. 28 DRY MILS. PROVIDE GRANULES IN THE TOP COAT AT A RATE OF 35# PER 100 S.F. GRANULES SHALL BE PERMAX#12 WHITE ROOFING GRANULES, WASHED AND TREATED TO MINIMOZE DUSTING. APPLICATOR SHALL BE CURRENTLY APPROVED AND LICENSED BY HENRY COMPANY. ROOFING CLASSIFICATION: a. CLASS 'B' AT COMBUSTIBLE DECKS b. CLASS 'A' AT NON-COMBUSTIBLE DECKS. I WHERE A CLASS 'A' ROOF IS REQUIRED AT COMBUSTIBLE DECKS, 114" GEORGIA PACIFIC' "DENSDECK ROOFBOARD" OVERLAYMENT SHALL BE INSTALLED USING 'AMERIGLUE' AT A RATE OF 1 GALLON PER 100 SQ. FT. STAGGER JOINTS MIN. 6" FROM THE DECK JOINTS PER THE MANUFACTURER'S SPECIFICATIONS. I I I I I I 35' -9" BOT OF SHTG 35' -9" BOT OF SHTG 40' -0" T.O.W .. 35' -9" BOT OF SHTG 35' -3" BOT OF SHTG ... 7. 8. 9. -.. COOL ROOF RATING COUNCIL PRODUCT LISTING FOR PERMAX 120: 0620-0030- ICC-ES REPORT #ESR-2132 I I I 4 I I "fl==-=-r'--=-=---==Ec=s'=~=--===r~F===r=-===c='"'"i=~l===r=~ I I 35'-3" BOTOFSHTG I 11~1 I 35' -3" BOT OF SHTG e , ~ I ., I ~ I I I I I I I I I I <> : : ~: " ----_I_ 35' -9" BOT OF SHTG .. 10. 11. 12. 13. 14. UL CERTIFICATION NUMBER TGFU.R10185 SYSTEM RT2035. C'i SEE THE MANUFACTURER'S SPECIFICATIONS FOR COMPLETE PRODUCT AND INSTALLATION REQUIREMENTS. 0 THE CONTRACTOR SHALL ISSUE A NON-DEPRECIATING 10 YEAR WARRANTY FOR LABOR AND MATERIALS. pl 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 rx1 I I I I"'="' I I I " I ~ I I I I I I I I I I I I 40' -0" T.0.W. I I I : I I I " I ~ 36' -11 112" BOT OF SHTG 36' -11 112' BOT OF SHTG FOR LEED PROJECTS ALL PRODUCT CONTAINERS SHALL BE RECYCLED. ALL ELEVATIONS SHOWN ARE FROM FINISH FLOOR SLAB TO TOP OF ROOF FRAMING MEMBER. SLOPE ROOF 3/8" MIN. PER LINEAL FOOT, U.N.O. 36' -11 112" BOT OF SHTG I · · --· 1 I l I I · -l I I I I · I I ·-· I ~: ~I -I · I --~==r~~=r==f=~=c;===rc~p==;===,( : II : I I : 36' -5112' BOT OF SHTG 37' -5 1/2" BOT OF SHTG 37' -5112" BOT OF SHTG I I I I I I I I " I I I e I I ., I I ~ : : ~: -~ I I I I I ., I ~ 1 4 l<>i 1<> 1 4 I I ~ 40' -0" T.O.W. 36' -11112" BOT OF SHTG I I I I I I I I I I I I I I ., I I I I I I I I I I i I I I I I;;, I I a: I ~I I: ~-II-~: I I 36' -5 112" BOT OF S1HTG I I I I I I <> I i ! 36: -111/2~ BOT OF SHTG I I I I I I I I 37' -5 112' BOT OF SHTG I ., I ~ I I I I I RIDGE ' I ~ I " i I I I ~ I ., i I I I I -~ i;1 I I I I I I ~ I " I I I I ~ I I . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~: I I I I I I I I I I ~: I " I I I I I ~: I ., I I I I I ~ I e , I I ~ I I I I I I I I " ~ I I I I ~ I ., I I I I I ~ I <> I I I I I ~ I " I I I I ~ I " I I I I I ~ I I I I I I I 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 C8J I I I I I I I I ~ I " I I I I I ~ I " I I I I I ~ I e I I I I I I I ~ I " I I I I I ~ I " I I I ., I I I I I I I I I I I I I I I I I I I I I -I I I I I I I . I I I I I I I I =-I~ I I I I I I I I I I I I I I I I I I ;--I I~ I I I : RID~E : 9 I: : El: I ?; I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1.,1 1,,1 I I el I ~ k--'7ill~I ~ k;;';'.:;,./ 11 ~ I I I I I I I I I I I I I I RIDGE I I · i ·· I I I I I I I ! I I I I I I ~ ~ii~ ~ I I I I I I I I I I I I I I I I ~ I I ~·-o·l I I I I ~ ~ ~REO~LY ~ ~ 1 41 1<>1 I I 1 "1 1"'1 I I I I I I ' I I I I I I I I I I ~ ~ ! ~ ® 1<>1 I lei 'el 1<>1 I I I I I I I I I I I I I I I I ~ i ~ ~ ~ 1,,1 I ,,I .,I ~ I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I " I I I I I I I I I i ii. i -~ --f~ i-11 f-1 i-~•i I I I I I I 34'-6"BOTOFSHTG I I I I I 33'-7'BOTOFSHTG I I I I I I I r+-----+-I I ~ I <> I ~ I I I I ~ I ,, I I I I I I I ~ I ., I I I ~ I I I I <> I I I I I I I ~: I ., I I I I I I I I I llJ LIJ I I I I I I I I I I I I I ··1•r EIJ 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 138' -s· ~oT oF 'sHTG. • · 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 36' -8 112' BOT OF SHTG I I I -11----4X8 SKYLIGHT, TYP. I j .,.J---t---r--GRAVITYVENTILATOR I I 40'-0' T.O.W. I I I IJ LIJ ROOF DRAIN, TYP. I I I I I I 35' -O" BOT OF SHTG 3~ -6" BOT OF SHTG I -x·· -_. ---. I ' I r/n==~- 40' -O" T.0.W. 34' -6" BOT OF SHTG ,_: i g i ~ llJ ~ ~ ~ ~ ~ : ~ :=:1_ : • I I I I 4a -O" T.O.W. 34' -0" BOT OF SHTG 34' -O" BOT OF SHTG l~~lt:J I I~~ l':S l ~-o:::U ~5~t:: li!:~d~ I I I I 32' -9' 112· BOT OF SHTG I , I I I I I I I I i I I I I I I I I i I :~ ~: ~: :-'J I I I 32'-91/2"BOTOFSHTG I I I I ~+----+-~ I I I I I I I i I I !tF=~=='=='==-~'==~='===' I I I 34'-01/2"BOTOFSHTG 34' -0 112' BOT OF SHTG 33' -7" BOT OF SHTG i~ 38'-6"T.O.W. I 32' -9 112' BOT OF SHTG I ,-,ff-- 34' -0 112" BOT OF SHTG 40' -O" 0 0 ~-i--=..!=-"'::'L~~I ~-'l~-~~=-'---1c!.~L-'-'~cd__,-"--'~c'--'=L~c..1_l ~~~.'..cc_--="-~~'-'---"L -c.-'-1 ~~ L - 38' -6' T.0.W. 33' -3112" BOT OF SHTG 33' -3 112" BOT OF SHTG 33' -3 112" BOT OF SHTG 33' -3 112' BOT OF SHTG MINIMUM CLEAR HEIGHT: 32FT U.N.O., ROOF PLAN 1" = 20'-0" ~=======================================================================================l KENNETH D. SMITH ARCHITECT & ASSOCIATES, INC. EL CAJON -CA._ 92020 PH / 619 444 2182 Fax / 619 442 2699 DATE: 12/17/15 JOB NO: I 50 I 3 DRAV\IN BY: Author CHECKED BY: Checkec Revision Schedule # I Date I Description <( -z a:: 0 LL. -_J <( u --C "' <( z co 0 .... l/"l _J f-I-a:: 0.. 0:: 0 <( u u VI CL LU -I 0 0 .... 0 u QJ _J ·-0 _J '-0.. -~ CL -I .. $ .... u QJ ·-0 '-a. DD-6 b b COLOR B ' ' -· ' ,· i -' - ' ' ' ·. ', ' ' i "' ,, · .. · ' ' <y ', b t, -0 ~ ... \. \ '' ' ' .· . ·_ . -:-. .. ,_ M ' .· ' ,· ' ' ·' ' ·•.' ' ~ ~ c7 ' ' . \ ii . -flff 1,--, ~-a.,,~---------• ... ·-i.1.., ___ .. ______ . __ •-·-1::JD_;_ --c 1,1111,:.,. --··----------- '\_ 2" WIDE x 3/4" DEEP REVEAL ', ' ', I -~ ... ' l "'· • ) _.,.·r_-1: .. ,_ ..... _.....:..,... ...... -----............... \__ ROLL-UP DOOR, TYP.0 \ '' ' ,I ·• i' ---~ 6" WIDE x 314" DEEP REVEAL TYP.@ VERTICAL A REVEALS GLASS STOREFRONT COLOR B BUTT JOINT VERTICALS, TYP. 3/4" x 3/4" V-GROOVE (TYP. OF 8) ',' 3/4" x 314" V-GROOVE (TYP. OF 9) WALL MID. LIGHT (SILVER), TYP. ~'k--,--,,-~+-"'~ ro .,'I--- EXTERIOR TILE CLADDING-NERO GLASS STOREFRONT -~ 2' WIDE x 314" DEEP REVEAL GLASS CURTAINWALL SYSTEM EXTERIOR TILE CLADOING-ASHGREY COLOR B COLOR A 6" WIDE x 314" DEEP REVEAL --, 314" x 314" V-GROOVE 24"WIDEx 314" DEEP REVEAL WALL PACK (SILVER), TYP. ROLL-UP DOOR, TYP.0 6' WIDE x 314" DEEP REVEAL COLOR A b "' 24" WIDE x 3/4" DEEP REVEAL CONG. WALL, PAINTED ~a.'~---~=====r=====~r=~====i===~+=it:-==.=-=-_:::;_;:;;J_~_;,:;;;;::::::-:;t.==i=~ ~ A ;' ' '" M WINDOW, TYP. ,--, i I LJ EXTERIOR TILE CLADDING-NERO 0 COLOR B □ PERSONNEL DOOR, TYP. ROLL-UP DOOR, TYP. 0 BUTT JOINT VERTICALS, TYP. b CONG. WALL, PAINTED SIGN AREA, TYP.(4'-6'x 20'--0" APPROX.) ... 314" x 314" V-GROOVE (TYP. OF 8) _,--~--,.! CJ 1-----·-' .f ; c._J ; j 2" WIDE x 3/4" DEEP REVEAL ~-BUTT JOINT VERTICALS, TYP. EXTERIOR TILE CLADDING-ASHGREY □ TYP.@ VERTICAL A REVEALS r--; LJ ------··-·~-- 2" WIDE x 314" DEEP REVEAL 24" WIDE x 3/4" DEEP REVEAL □ WINDOW, TYP. TYP.@VERT. A REVEALS □□□ PERSONNEL DOOR, TYP. 0 II ' -... ·,-· _______________ " _, . I . I PERSONNEL DOOR, TYP. 0 COLOR B CONG. WALL, PAINTED PERSONNEL DOOR, TYP. 0 3/4"x3/4"V-GROOVE (TYP.OF8) 15" WIDE x 314" DEEP REVEAL GLASS STOREFRONT BUTT JOINT VERTICALS, TYP. GLASS STOREFRONT ,--1 I , I I NORTH WALLPACK (SILVER), TYP. 24" WIDE x 314" DEEP REVEAL 314" x 314" V-GROOVE A 2" WIDE x 314" DEEP REVEAL ~• WIDE x 314" DEEP REVEAL EAST COLOR B WALL MTD. LIGHT (SILVER), TYP. EXTERIOR TILE CLADDING-NERO N "' EXTERIOR TILE CLADDING-ASHGREY WEST COLOR B A WALL MID. LIGHT (SILVER), TYP. ~ ,.__ ' "' b ~ ' ... \;' '" M 2" WIDE x 3/4" DEEP REVEAL, TYP. BUTT JOINT VERTICALS, TYP. WINDOW EXTERIOR TILE CLADDING-ASHGREY SOUTH ', ' ' '' ' ' · .. ' ' •.... s ' ' ', GLASS CURT AINWALL SYSTEM----- WINDOW 2' WIDE x 314" DEEP REVEAL, TYP. ' ' SPD-16-04 ' ' ' A ~ b '' 0 ,.,, ' = ... -' ' ,' '" M ..~ ',• / ' -. '~ \ ":"', ... ~ \_ 2" WIDE x 3/4" DEEP REVEAL GLAZED SYSTEMS FRAMING: 1. 2. 3. 4. ALUMINUM GLAZING FRAMING MEMBERS SHALL BE 70% KYNAR: FLUROPON CLASSIC II BY VALSPAR. COLOR: WHITENDALE SILVER #399B834. GLAZED SYSTEMS FRAMING SHALL BE FRONT SET CAPTURED HORIZONTALS AND FRONT SET CAPTURED VERTICALS EXCEPT WHERE BUTT JOINT VERTICALS ARE INDICATED. CURTAINWALL SYSTEMS SHALL HAVE BOTH CAPTURED AND BUTT-GLAZED VERTICALS AS INDICATED ON THE ELEVATION DRAVVINGS. HORIZONTALS SHALL HAVE A 2" EXTENDED CAP AS INDICATED. PERIMETER SEALANT SHALL BE: LIMESTONE COLOR BY DOW-CORNING. ALUMINUM STOREFRONT AND CURTAIN WALL SYSTEMS SHALL BE DESIGNED PER CBC CHAPTER 16, SECTION 16D9 -\IVIND LOADS. EXTERIOR GLAZING: VISION GLASS: 1" I.G.U. t:,NI CLIEAR ANODIZED SPACER) OUTBOARD PANE:¼" GUARDIAN SUNGUARD SNX 51/23 ON GRAY INBOARD PANE: ¼" CLEAR SPANDREL GLASS: 1" LG.LI. t:,NI CLEAR ANODIZED SPACER) OUTBOARD PANE:¼" GUARDIAN SUNGUARD SNX 51/23 ON GRAY INBOARD PANE:¼" CLEAR wl 6mm WARM GRAY FRIT (#4) CS INDICATES COATED SPANDREL PANE T INDICATES TEMPERED PANE EXTERIOR PAINT : COLORS SHALL BE FRAZEE PAINT TO MATCH NUMBERS BELOW 0 CLW1020W SUNKIST RIDGE 0 CL2903M CITADEL EXTERIOR TILE CLADDING-NERO b EXTERIOR ELEVATIONS 1" = 20'-0" KENNETH D. SMITH ARCHITECT &:. ASSOCIATES, INC. EL CAJON -CA -92020 PH / 619 444 2182 Fax / 619 442 2699 ~ Ren. 2/28/17 -?,;. ~ o, DATE: JOB NO: 12/17/15 15013 DRA\f\R\.t BY: Author CHECKED BY: Checkec Revision Schedule # Date Description z 0 f-0.. -c:::: u Vl LU 0 +-' u (lJ ·-0 s... 0.. .. +-' u (lJ ·-2 a. ...-.._ ~ I- 0 ..J <( -z 0:: 0 LL. -...J <( u ... C <( co V'I ...J 0:: ~ CL 0 0 ...J ...J -~ CL -:::c $ N ".' N l.l) 0 § NORTH f--------+-----+------+-------F----F----6---------f'----------i"~-~~_.,~~~=:" ■ EAST •1-------------!-_.,---+-----+-------+------+--"----+-------+------i ■ ■ ■ WEST ••• • •• ■=□□□ ·■■■ r-i I,--, c__i L.J C SOUTH ,---, .--, ~ I ~ SPD-16-04 EXTERIOR PAINT : COLORS SHALL BE FRAZEE PAINT TO MATCH NUMBERS BELOW. 0 CLW 1020W SUNKIST RIDGE 0 CL 2903M CITADEL ■ COLORED EXTERIOR ELEVATIONS l========================================================================================!J KENNETH D. SMITH ARCHITECT & ASSOCIATES, INC. 50 . EL CAJON -CA -92020 PH / 619 444 2182 Fax / 619 442 2699 DATE: 12117/1 s JOB NO: 15013 DRAWN BY: Author CHECKED BY: Gheckec Revision Schedule # I Date I Description z 0 I- CL a:: u Vl UJ 0 ...., u Q} ·-0 .... CL l-o ...J z er::: 0 u... _J <( u ... 0 <( en l/1 _J er::: <( u 0... 0 0 _J _J ;::S 0... :c B ~ Q} ·-0 .... 0. DD-7A ::; ._ ill -0 VIEW FROM THE DRIVEWAY LOOKING AT THE LOBBY ••• SPD-16-04 OVERALL FRONT AERIAL VIEW KENNETH D. SMITH ARCHITECT & ASSOC IA TES, INC. 500 FES . EL CAJON -CA -92020 PH / 619 444 2182 Fax / 619 442 2699 DATE: 121 17/1 5 JOB NO: 15013 DRAWN BY: Author CHECKED BY: Check~r Revision Schedule # Date Description z 0 f-0... -0:::: u V) w 0 ...... u ClJ ·-0 ,._ 0... ...... u ClJ ·-0 ,._ Cl... " ~ I- 0 ...I <C z ex: 0 LL. __J <C u ... 0 <C co V) __J ex: <C u 0.... 0 0 __J __J ~ 0.... -I 5 DD-8 §b============================================================================:::::!.Jl.::::======l • a.a 'o.o ·a.a ""o.o ·a.a .. 0.0 .. 0,0 'a .. 0.0 ·o.o .. 0.0 • a.a .. 0.0 .. 0.0 .. 0.0 • a.a ·a.a ""o.o .. 0.0 ·a.a ·a.a ·a.a • a.a • a.a .. 0.0 ... 0.0 t-0.3 .. 0.1 .. 0.0 a.a .. 1.7 .. 1.2 • 05 ..0.0 -□.o 'o.o 0.0 • a.a ..0.1 .. 0.8 1-4_3 .. 0.7 10.2 0.1 ·o.o .i.o_o • a.a • .0 • 0.1 • 1.4 1.7 ' 5.1 .. 0.8 "'"0.1 10.0 • 0.2 @ 'a. !fljJ, .. 0.1 '!-0.0 0.6 .. 3.1 ·o.s .. 0.2 • 1.0 ·a.a .. 0.0 ' 4.1 .. 2.8 • 1.1 • 1.4 .. ,.6 ... 0.4 ·a.a •. 0 • a.a '0.7 • 0.2 ·2.3 .. 0.7 ..1-0.2 • 0.1 'a • 3.1 • • a.a ·o.o .. 0.0 ·2.e a.a • 00 • a.a a.a .. 0.0 a.a 0.0 "o.o ·o.o • 0 .. O.D ·a.a •· . a.a •. ·a.a ..0.0 •a. t-0.0 ~0.0 • 0.1 '"o.o ·a.a ·o.o •o.o • 0.0 • a.a • a.a a.a .. 0.0 a.a • 1.0 ·o.5 'o.o a.a •a. ' 0. .. 0.0 • a.a .. 0.0 ... ,.7 • 4.9 • 4.8 -1.6 .,.0.0 "'a.a ""a.a .,. 1.6 -□.o .. 0.0 a 0.0 a.a a 1 a 1 • a.a ·a.a • a.a • a.a • a.a ·a.a • 0.1 • 0.1 .. 0.1 a.a .. 0.0 -0.0 ... 0.0 'o.o ..j-0.0 ·o.o ' 0.0 a.a ' a.a ' 0.0 ' 0.0 ' 0.0 ' a.a Plan View Scale 1" = 32' "'o.o .. 0.0 ·a.a ... 0.0 .,.0.3 ... 0.1 ""o.o ... 0.0 • 1.0 • 0.3 • a.a • 0.0 • 0.0 • 0.0 • 0.0 ·a.a ·a.a ·a.a +0,6 .. 0.0 ·a.a • 0.1 .. 0.1 +0.1 • a.a • .a .. 0.0 .. 0.0 .. 0.0 .. 0.0 1-0.0 t-0.8 10.2 • 0.1 0.1 ,j.2.1 • 1.2 ..0.8 .. 0.2 .. 0.0 .. 3.6 ""1.8 ·2.3 • 0.3 • 0.1 • a.a • 1.2 1.9 ..1.3 .. 0.7 ·0.2 .. 0.7 • • .. 0.5 .. 1.0 '2.6 .. ,_3 • 1.6 • 1. 1 ·ao 0.4 •a. • 3.2 .. 3.8 .. 0.7 • 3.9 •. 8 2.4 6 • 6 .9 -1-0.5 ·o.s • 0.1 • 0.1 • a.a • 0.1 • 0.1 • a.a +0.0 'o.o ·a.a ' 0.0 • a.a ' a.a • 0.0 +o.o a.a LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description ■ A ■ B .. 0.0 .. 0.0 .. 0.0 .a .2 0.1 .6 a 1 • .a 0.1 0 .1 •a. a .0 • a.a ' a.a • 0.0 • PST-2-L-T3-96LC-5-f'ARKING STAR CAST 11 4K LED LUMINAIRE 17"X 17"X 8" 4 I 24 LED MODULE COMPOSED OF NATURAL WHITE LEDS WITH TYPE Ill OPTICS TOTAL OF 96 LEDS WITH OPTICS PST-2-L-T3-96LC-5-f'ARKING STAR CAST 15 4K LED LUMINAIRE 17"X 17"X 8" 4124 LED MODULE COMPOSED OF NATURAL WHITE LEDS WITH TYPE Ill OPTICS TOTAL OF 96 LEDS WITH OPTICS ·o.o -□.o • • 0.0 D.O a.a ·a.a 0,0 .. o.o ·a.a +D.O ·a.a "'o.o .. 0.0 a.a a.a 'o.o .0 -□.o .. 0.0 ·a.a • a.a .0 -□.o • a.a •. 0 .. 0.0 ·o ·o.o ·a.a ·a.a ·a . ·a.a ""o.o ·a.a .. 0.0 ·a.a • a.a • a.a ·a.a a.a '"o.o ·a.a a.a ·a.a ""o.o ... 0.0 ·a.a .a ·a.a .. 0.0 •. 0 ·a.a ..0.0 ·o.o • 0.0 "'o.o •o.o Lamp File Lumens LLF Watts MOUNTED AT 19' pst-Absolute 1.00 151.01 2 L T3 96LC -5-=. 4KIES - MOUNTED AT 25' pst-Absolute 1 _QO 151 01 2 L T3 96LC -5-::_4KIES - J-o _J z z C :I C :z: ..,.. LU -z ~ 2 0 V Designer JESSE HAUGH Date Mar 22 2016 Scale Drawing No . DD-9 " 7 NTS ------- DG LUNCH AREA 42.5" CONCRETE PAVEMENT RETAINING WALL DETAIL N. T.S. NOTE: ELEVATIONS PER PLAN LOT 18 APN 209-120-15 SITE WHIPTAIL LOOP EX. VEGETATED SLOPE VICINITY MAP a:: a w [/) 0 a:: ..J w ;:. vi 7J ?u 7', CJ ?J . ,•·-'•, . ••"'• . f'v t/1 -- "''7 470.84 TW 466.97 FS PRIVATE FIRE LINE ' 470.95 FS 470.9 F 470.95 F 470.95 FF 470.51 TC 470.01 FS 470.95 FF 470.95 FF . 466.57 FL 1, " 6• pVC o.B% 466.50 FL §1 0. d 466.29 FL 6-pvc o.5% PROPOSED BUILDING 114,942 SF BUILDING COVERAGE 349,704 SF (8.03 ACRES) SITE AREA (OFFICE, MANUFACTURING, STORAGE) PROPOSED ITEMS LEGEND (D PROPOSED ALLY TYPE DRIVEWAY @ PROPOSED RPDA FOR FIRE SERVICE. TO EXISTING 12" PVC LATERAL @ PROPOSED TRANSFORMER G) PROPOSED TRASH ENCLOSURE @ PROPOSED CATCH BASIN @ PROPOSED FIRE HYDRANT CONNECT ErJISTING ITEMS LEGEND @EXISTING SEWER MANHOLE PER DWG No. 415-9J Q7) APPROXIMATE LOCATION OF EX. GAS UTILITIES PER TRACT MAP No. 15505 @) APPROXIMATE LOCATION OF EX. COX UTILITIES PER TRACT MAP No. 15505 @) APPROXIMATE LOCATION OF 8" PVC RECYCED WATER PER TRACT MAP No. 15505 @ EXISTING 30" RCP STORM DRAIN PIPE PER DWG. No. 415-9J 0) PROPOSED DEPRESSED CURB AND CONCRETE SPILLWAY @ EXISTING SEWER LATERAL TO REMAIN PER DWG. No. 415-9J @ EXISTING a· SEWER PER AS-BUILT DWG. No. 415-9J @ PROPOSED 48"X48" RISER STRUCTURE 470.95 FF ... ,466.95 ,s qs~ . .§! 0. 468. 4 T 468.34 FS PROPOSED GRADE BREAK 471.40 TC 470.60 FS 470.95 FF @) EXISTING FIRE HYDRANT @ EXISTING 5' NON-CONTIGUOUS SIDEWALK TO REMAIN @ EXISTING CURB & GUTTER TO REMAIN @ EXISTING 12" PVC CL 200 HG 700 WATER SERVICE PER DWG. No. 415-9J @) EXISTING RECYCLED WATER METER @ EXISTING 16" 10 GA STEEL~CMLC HG 7DO PER DWG. No. 415-9J @) APPROXIMATE LOCATION OF EX. ELECTRIC UTILITIES PER TRACT MAP NO. 15505 @ EXISTING TYPE 8-5 C.O. PER DWG. No. 415-9J @) EXISTING 12" END CAP & T.B. WITH 2" M.A.R. I I I 40 20 0 40 120 471. 6 TW 469.70 FS END OF RETAINING , WA ,. 15' BUILDING. SETBACK I 4 7 T .. 1· = 40' EXIST. '-..._ 5' BENCH GROUND~ / ,.,.\ / i,/ / P/L r -~ EX. BUl~ING I EXISTING R/W I I . EXISTING 10 WIDE PRIVATE DRAINAGE EASEMENT PER AS-BUILT DWG. No. 415-91 EX. BUILDING EX. BUILDING OWNER INFORMATION CONTACT INFORMATION PARCEL INFORMATION PROJECT INFORMATION NAME: MOORPARK VENTURE LP AND VCH NO. 1, LP NAME: ADDRESS: 1000 PIONEER WAY ADDRESS: aTY: EL CAJON aTY: STA'IE: CALIFORNIA STA'IE: ZIP: 92020 ZIP: PHONE: (619) 440-7424 PHONE: FAX: N/A FAX: CONTACT: GREGG HAMANN CONTACT: MOORPARK VENTURE LP AND VCH NO. 1, LP APN: 209-120-14 1000 PIONEER WAY EL CAJON CALIFORNIA 92020 (619) 440-7424 N/A GREGG HAMANN Sl1E ADDRESS: WHIPTAIL LOOP ROAD CARLSBAD, CALIFORNIA I CERTIFY THAT I HAVE READ ALL ZONING REGULATIONS AND BEST MANAGEMENT PRACTICES (BMPs) NOTES AND lliAT I AM Tl-IE DESIGNER OF THE PROPOSED PROJECT: BRUCE A. ROBERTSON DATE ElQSIING: VACANT LAND PROPOSED: SITE AREA: PROPOSED BUILDING COVERAGE: PROPOSED LANDSCAPE AREA: PROPOSED PAVING AND WALKWAY AREA: FIRE FLOW REQUIREMENTS BASED ON CONSTRUCTION TYPE AND SQUARE FOOTAGE TYPE OF DEVELOPMENT: INDUSTRIAL 349,704 SF 114,942 SF 98,544 SF 136,267 SF 3750 GPM 8.03 ACRES 32.9% 28.2% 38.9% LEGEND DESCRIPTION PROPERTY LINE . EXISTING EASEMENT /SETBACK LINE PROPOSED CONTOUR EXISTING CONTOUR · EXISTING WATER PROPOSED 6" CURB . EXISTING SEWER PROPOSED FlRE MAJN DIRECllON OF FLOW EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSE•) CONCRETE SIDEWALK BIORETENTION BASINS BIORETEN·noN BASINS PROPOSED STORM DRAIN PIPE PROPOSEO RETAINING WALL. PRPOSED FlRE HYDRANT EXISTING STREET LIGHT PROPOSED STREET LIGHT EARTHWORK EXCAVATION: 17,000 C.Y. FILL: 17,000 C.Y. EXPORT/IMPORT: 0 C.Y. PROPOSED 6" CURB z BMP 4 464.71 FG 4" PERF. PIPE SECTION A-A N. T.S. NOTE: ;:. "' 2' BENCH7 L i ~ 0\ ✓ 1.5' SEPARATE AND DEFERRED SUBMITTAL OF UNDERGROUND FIRE SERVICE TO CARLSBAD FIRE DEPARTMENT PER CARLSBAD ENGINEERING STANDARDS AND NFPA 24 36' 26' ct I 72' 26' EX AC PAVEMENT 36' TYPICAL SECTION WHIPTAIL LOOP NOT TO SCALE I.EGAL DESCRIPTION: 4.5' SYMBOL -It.------ '--._ 630 ----....... --S---S-- --W--W-- (373.94 FS) \. 373.94 FS .. HEAVY DRIVE ISLES ' EXISTING R/W PROJECT SITE EX 5' NON-CONTIGUOUS CONCRETE SIDEWALK LOT 17 PER TR 15505 IN THE CITY OF CARLSBAD, CALIFORNIA APN: 209-120-14 ADDRESS: WHIPTAIL LOOP, CARLSBAD ZONING AND LANDUSE: GENERAL PLAN USE: PLANNED INDUSTRIAL ZONE: P-M SPECIFIC PLAN: SP211-CARLSBAD OAKS NORTA1J.r::f';[;: JU~i O 8 Z016 SOP 16-04 0 X -~ C: Cl> 0 E -N C: cn 0, 0 C: I L. N ·-·-> >-"1 C: Cl> N L&.I i:: ,.._, 0, • Q) 0 ~ en :::, :, <O C: (/') c-~ (I) N ·;;:: '"O > 0, Cl> <( 0 Cl> C: <( 0 C: 0 "CJ UN ·-...J C 0, en o . I C: oON L&.I Cl) g I") Vl ·-N o~ ·-N 0, > v c- (_) v 0 <O NVJ ~ u C: [/) +' C: 0 +' ::::i rn C: 0 u t~-~ :fiRCE:-48529~ Ela' 6/30/16 C,V\\.. DATE: 5-25-1 G JOB NO: 1090 DRAWN BY: RJD CHECKED BY: BAR Revision Schedule # Date z ~ Cl. I...J z -0 <( a: I...J >-a: <( z -~ -_J UJ a: Cl. SHEET: Description _J <( 0::; -<( z 0:: 0 a: I-a: 0 V'l Cl. !::: ::, 0 _J 0 g ;5 ... z::::o -<( <( I-I-co Cl. Vl V'l -_J o::~~ -u LL. C-1 LANDSCAPE CONCEPT PLAN Water Conservation Plan and Fire Protection Plan for: arls a a s Lot 17 Carlsbad, California VICINITYMAP Key Map Not To Scale Property Line Statement of Plan Preparer: Site Locatio North Not To Scale "I am familiar with the requirements for landscape and irrigation plans contained in the City of Carlsbad's Water Efficient Landscape Regulations. I understand that construction drawings are to be prepared in compliance with those regulations and the Landscape Manual. I certify that the plans will be prepared implementing those regulations to provide efficient use of water. " Julie E. ~rd, President Howard Associates, Inc. Date June 7, 2016 North Not To Scale GE c Doi D~ Vl • z ~ CARLSBAD -0 i ~ . Sheet Index SHEET SHEET TITLE 1 Title Sheet 2 Landscape Concept Plan 3 Planting Legend & Hydrozone Exhibit 4 Maintenance & Water Conservation Exhibits 5 Fire Exhibit PLANS PREPARED BY: Howard Associates, Inc. 2442 Second Avenue San Diego, CA 92101 Phone: (619) 718-9660 ~ 0- I (0 < CL 0 Cl) ~ il.) OC) >D I-< 0 N \0 rn ~ \0 ~ 0\ -·o ..µ I 00 Cil C.) .-< I:'--il.) -..µ 0\ ~ <t:: 0 :::c L1J ...J I- I- 1-UJ L1J ::c Cl) L1J ::!; <I'. z I-(.) L1J --, 0 a:: 0... f-4 <!'.! ......,,i u 0 rn rn <!'.! en .::t:. ro 0 ...... "O ..... ro ...... .c 0 en ....J -;:: ro (_) ..-< ..... \0 -..c: C.) .-< 0 I-< .-< ro C\f 0\ ~ il.) u -0. fili ro V .... C.) Cl § rn (/J 'O s:: <I) ro 6 -<I) ~ "'O ~ 0 u <I) (/J C\f 'Sj- 'Sj- C\f ro C ,_ g ro (_) -"O ro .c en "t:: rn (_) DATE, 6/1/2016 DRAV'IN 6'1', JH/LL J06 NUMBER, 15033 FILE, REVISIONS, OF 5 SHEETS D. G. Lunch patio with table seating -- Employee Lunch Area- 3,079 SF 7 Tables 3 Trash Receptacles -- ' I ~ ,, 0;;: / / ~/ 1/ 1~-:f./ '/ ~~/ 1/ /1/ 1/% ~ // // / ' / '/ -/ / /, ·, J;"",J ·. I ' , , / / .0 / // ' / .>.::'"ail~~~ .I---'.!,~· ,{ (/ /, 1/ '• <_, _ ___.....,;_,~: I_ r.J.,_,....Crv ' / ' :t~ ~~ / ~ Light Pole-----1¼~ 5'-4" Proposed retaining wall. See --c.,,,_,\_.. Civil Engineer's Plans ight Pole Vines to screen and soften wall - y ,,,_; --. "-".,._s~· ' Light Pole /. 'e. ' ' 5'-4" Proposed retaining wall. See Civil Engineer's Plans North Building Setback ' ' ( .. '"' / ' ..,.,.,~ ' Light Pole--'--~ i ) ' ½ 0' -~ J Property Line ----Existing slope lancJ.scaping to remain. Vegetation shall be refurbished I replaced as appropriate to match requirements of approved City of Carlsbad DWG #415-9N (TYP.) 0 i 15' 30' 1 i ~ 90' i 0 I Scale 1" = 30' (0 < a.. 0 CJ) Existing slope landscaping to - remain. Vegetation shall be refurbished/replaced as appropriate to match requirements of approved City of Carlsbad DWG #415-9N (TYP.) ----5'-4" Proposed retaining wall. -, -.......,,__,,,,.s._,,.,..J r 5 ".l All parking to be screened with---v plant material 36" or higher r 1/ l!f!,~ ', ·.·' ½ / / i t //' // 1/ /, ' / / ' V 1j; /~~~:, J;;, / r""'1'11,& . 'l I:,;;) '// . ; , // 'kr'C,,., ~~;..,...r-1 I Utilities to be screened with low i/,!;¢d' • .. shrubs (typ.) · · · , ~{j::; r.,,;~..£~_ f;/%~11· :~ ' / ') - .. ,.,-.j:...,J- ' ,, '. ,. ' ~~e-v-. l_ "· ,r· ' l t,£:j~-Bike Rack ' . /5 ' I ~ ~ J / <. ' " ,~ - I ·- i ,! i --·l Vines and taller shrubs to screen · trash enclosure -/ I : ". '' ' -;•,< I·--- I,. ,~-IY',J-,';0--,..J I See Civil Engineer's Plans /-,,-~· ' All parking to be screened with-___.,. plant material 36" or higher . Stonn drain] -+---Proposed retaining wall. See Civil Engineer's 1 Plans Accent paving at entries (Typ.) Trash Enclosure -Accent planting at entries (Typ.) Fire Hydrant-----r f .,,,,,///• --D.G. Lunch patio with table seating _, ~ · ~~ Employee Lunch (6 1,1 J -·.-.. /~/1,:: • Area-3,612 SF "-. ~-. · W ½1 12 Tables / (Q)j i 1. Property Line '' ¾,";~ ) ' .~ ·· -,~~;..,,~// , , '" Taller shrubs and vines to ~ I . I :.'. .--_:;_ --· , 1 .1:: · . / % •:. screen and soften wall ~~7 -~ / "'· ' ' '.) / ,_, ,.,. --~ ,·· ~// / . ' ~c:----cLight Pole_/f,© ?1 "·.: :.t /@ ✓f~ ~i \~ ✓:·~~.., ' ' .. ::::::: ,1/ ~;;; 1( ~1/; ✓- .~".';,~/. ~/ 1//,, / / A ,_ D ~ / ::%'.W 1/, ;t :;:1//~ / / 1,P·lDSCA,c(' 1:-<:._,,\) y,o,;l1'RD L le_ ~~~) DATE 03131/11 -Q) 00 "' ~ 0 "' IO .. rn ;:::1 IO -OI ·o +-' I 00 ~ (.) .... t--Q) -+-' OI r-4 .... ~ ..... IO -..c: <C! 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DATE, 6/1/2016 DRAll'l!N 6Y, JH/LL J06 NUMBER, 150:3:3 FILE, REVISIONS, 2 OF 5 SHEETS HYDROZONE EXHIBIT r. l ' / I S mbol Descri tion Hydrozone 1-Netafim (low water use) -39,024 SF t--5--¢~ Hydrozone 2-Rotators (Low water use)-44.560 SF CJ Hydrozone 3-Rotators (Moderate water use)-10, 120 Property Line I MAWA Calculation (Non-Residential): ETWU Calculations: Hydrozone Number 0 X 0.62 X [(0.45 X 42,539) + (0.45 X 0)] 29.14 X 35,177 + 0 = 1,025,069 MAXIMUM APPLIED WATER ALLOWANCE= 1,025,069 GALLONS PER YEAR HYDROZONE INFORMATION TABLE %of Plant Hydro-Total Type/ zone Land- Hydrozone Zone or Irrigation Factor** Area scaped Controller# * Valve Method** * (PF) (Sq. Ft.) Area A LW R 0.30 39,424 50.4% A LW R 0.30 28,633 36.6% A MI/V R 0.50 10,115 12.9% Total 78,172 100% Evapotranspiration Rate (Eto)* Conversion Factor (Step 1 x Step 2) Plant Factor (PF)** (from WUCOLS) (0.1 to 0.8) Area of Hydrozone (sq. ft.) (HA) (Step 4 x Step 5) Irrigation Efficiency (IE)*** (Step 6 I Step 7) (Total All Step 8 + Total SLA sq. ft. in Step 5) (Step3 x Step 9) Estimated Total Water Use in gallons per year (ETWU) -Total shall not exceed WIAWA Process Step No. 1 (Below) 1 2 3 4 0.3 5 39,424 6 11,827 7 0.80 8 14,784 9 10 2 3 4 47 0.62 29.14 0.3 0.5 28,633 10,115 8,590 5,058 0.70 0.70 12,271 7,225 34,280 998,928 5 SLA :I i'J PLANT LEGEND SYMBOL 60T ANICAL NAME COMMON NAME QTY. LAR6E AGGENT IBEffi• 124' BOX-56' eox Slza)---------21 TIPUANA TIPU TIPU TREE QUERGU5 AGRIFOLIA COA5T LIVE OAK PABIQjAl'. IJ:tEHE TREfS, (24' BOX-96' BOX Slzal--------- QUERCUS AGRIFOLIA COAST LIVE OAK $HAPE' IBEffi· (24" BOX Slza)--------------- AR6UT1JS MARINA CHITALPA TASHKENTENSIS KOELREUTERIA PANICULATA QUERCUS ILEX NCN NCN <5,0LDENRAIN TREE HOLLY OAK L~\ IHEME IBFffu 124• BOX SIIZE;f----------------- ~/ PINUS HALEPENSIS RHUS LANCEA LAR,zE ACCENT st::fBUB?, (5 .SAL. Slza) AG>AVE BLUE GLOY'< ALEPPO PINE AFRICAN 5UMAC BLUE GLOY'< AGAVE AG>AYE DESMETTIANA VARIEGATA' VARIEGATED AGAVE ALOE AR60RESCENS ALOE FURCRAEA FOETIDA 'MEDIOPICTA' MAURITIUS HEMP LEIJC,ADENDRON SPP. CONEBUSH TEC.OMA STANS YELLOY'< BELLS 0 MASSIN<Z flf::IRlffi· /$0$ I .SAL. SIZE AND 50% 5 CS-AL. Slza) BACCHARIS CENTENNIAL BOUGAINVILLEA ROSENKA CHONDROPETALUM TECTORUM SALVIA 'Y'<INIFRED GILMAN' Y'<ESTRINGIA 5PP. CENTENNIAL COYOTE BRUSH BOUGAINVILLEA LARGE CAPE RUSH CLEVELAND 5AGE COA5T ROSEMARY 45 42 SMAI I AGGENT st::fBUB$ AND 6RASSES, {SQll, I CS-AL. SIZE AND 50% 5 CS-AL. Slzal AGAVE VICTORIA 'REGINAE' QUEEN VICTORIA CENTURY PLAN ALOE STRIATA ALOE ·,c c sq_ c;,_,r .,... '...r'· 6ULBINE FRUTE5CENS CALLl5TEMON 'BETTER .JOHN' Cl5TUS '5UN5ET' ROCKR05E DIANELLA TASMANICA VAR. FE5T1JCA 'SISKIYOU BLUE' HELICTOTRICHON SEMPERYIRENS KALANCHOE THYR51FLORA LANTANA 'GOLD MOUND' RHAPHIOLEPl5 'BALLERINA' 5TALKED 6ULBINE 6RQUHl2GQYEB, FLAT'Tl=D ARCTOTIS SPP. LANTANA MONTEYIDENSIS SENECIO SERPEN5 DY'<ARF BOTTLEBRU5H SUN5ET ROCKR05E YARIGATED FLAX LILY S15KIYOU BLUE FE5GUE BLUE OAT c5,RAS5 PADDLE PLANT GOLD MOUND LANT ANA INDIAN HAY'<THORNE AFRICAN DAl5Y LANTANA BLUE CHALKFINGER5 BIQ-BASIN 6RASSES, fPLU6S / I 6AL, SIZE PLAN'lcD AT 12" O.CJ CAREX 5PISSA .JUNCU5 PATENS LEYMU5 c. 'CANYON PRINCE' ~ YINE, (5 6AL. STAKED, PLAN'!cD a• O.C,J MACFADYANA UNGUl5-CATI HABJ2SGAF'E MATERIAL;,, □ CONCRETE DECOMPO5ED CONCRETE ENHANCED PAYING SAN DIEGO SED<S,E SPREADING RUSH CANYON PRINCE Y"IILD RYE CLIMBING PLANTING NOTE: (SEE PARKING EXHIBIT, SHEET 5) I. TOTAL PARKING AREA = 101,642 SQ. FT. TOTAL PLANTING SQ. FT. IN PARKING AREA= IO?l65 SQ. FT. I0,"!65 / 101,642 = 11% PARKING AREA PLANTED 211 TOTAL il'IUCOLS L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L M L L L 2. TOTAL PARKING SPACES PARKING LOT TREES, I TREE / 4 PARKING SPACES, PROVIDED 5:3. FI RE PROTEC Tl ON PLAN NOTE: SEE SHEET 5 IRRIGATION NOTES: I. ALL PLANTING AREA SHALL HAVE AT LEAST A 2% POSITIVE GRADE CHANGE TO ALLOll'l FOR DRAINAGE All'lAY FROM STRUCTURES. 2. LOll'l VOLUME OR SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE VEGETATION 1/'llTHIN 24" OF IMPERMEABLE SURFACES. :3. A SEPARATE ll'lATER SERVICE FOR LANDSCAPING SHALL BE PROVIDED. 4. SUBSURFACE IRRIGATION SHALL BE USED FOR ALL PLANTING AREAS LESS THAN 10' 1/'llDE. North NTS ~- 0 I (0 < a.. 0 Cl) -<I) "' co 1-, 0 N \0 r.n ::J \0 ~ °' -"Q -+-' I 00 ~ (.) .-< t-- <I) - -+-' °' ~~ <t: 1--4 (.) 0 r.n 0 r.n ::c ~ I- I-UJ UJ I Cl) UJ ~ <( z I-u UJ -, 0 a:: 0.. ~ "O ::::: C: .c Q) ·-Ol .c: Q) X .Jw "O Q) C: C: <ti 0 N (/) 0 Q) ... ..... "O 0 >, ZI en ..:ic:: ro 0 ...... "O ...... ro ... .c 0 en _J ... ro (.) .-< •M \0 -,.q (.) .-< 1-, 0 .-< co N °' ~ <I) C) ~ 0.. §1 co V ·-(.) 0 i:: rn "O cd U") s:: V co a -V ~ "O i:: 0 (.) V U") N tj- tj- N ro C ... $ ro (.) ~ "C ro .c en ;::: ro (.) DATE, 6/1/2016 DRAl"IN BY, JH/LL JOB NUMBER, 150:3:3 FILE, REVl510N5, OF 5 SHEETS ..--------------------------------------------------------------~ OC) (l) MAINTENANCE EXHIBIT ----------------------------Property Line Symbol -m Description Maintained by Owner Maintained by Master Association ··~ ~ .. 1,-\ -,, ' / \ \ . . .-0 ..,_ . ~ < " I I I , SLOPE PLANTING NOTES T, T, T, Slopes 6: 1 or steeper requiring erosion control measures as specified herein sha/1 be treated with one or more of the fa/lowing planting standards: a. Standard 1 -Reinforced straw matting Cover crop shall be a seed mix typically made up of quick germinating and fast covering grasses, clovers, and/or wildflowers. Submit the specific seed mix for City approval prior to application. The cover crop shall be applied at a rate and manner sufficient to provide 90% coverage within thirty (30) days. Type of reinforced straw matting shall be as approved by the City and staked to the slope as recommended by the manufacturer. Reinforced straw matting shall be required when planting occurs between August 15 and April 15. The cover crop and/or reinforced straw mat shall be used the remainder of the year. b. Standard #2 -Ground Cover One hundred (100%) of the area shall be planted with a ground cover known to have excellent soil binding characteristics (planted from a minimum size of flatted material and spaced to provide fu/1 coverage within one year). c. Standard #3 -Low shrubs Low spreading woody shrubs (planted from a minimum of 2-3/4 inch liners) shall cover a minimum of seventy (10%) of the slope face (at mature size). d. Standard #4 -Trees and/or large shrubs Trees and/or large shrubs sha/1 be planted (from a minimum of 1 gallon containers) at a maximum rate of one (1) per two hundred (200) square feet. Slopes -6:1 or steeper and: a. 3' or less in vertical height and are adjacent to public walks or streets require at minimum Standard #1. b. 3' to 8' in vertical height require Standards #1 (erosion control matting shall be instaffed in lieu of a cover crop), #2 and #3. c. In excess of 8' in vertical height require Standards #1 (erosion control matting sha/1 be ins/a/fed in lieu of cover crop), #2, #3 and #4. Areas graded flatter than 6:1 require Standard #1 (cover crop) with temporary irrigation when they have one or more of the following conditions: a. Sheet graded pads not scheduled for improvements within 6 months of completion of rough grading. b. A potential erosion problem as identified by the City. c. Identified by the City as highly visible areas to the public or have special conditions that warrant immediate treatment. / I I lt'iATER CONSERVATION/ RECYCLED lt'iATER USE EXH IBIT: ~ 0 \0 ~ --------------------------0~ rn Symbol Descripffon ;:J \0 CJ\ +-' I r:l) u rl ~ ------------------------ ~ Recycled Water Use Area (l) - +-' CJ\ rl ...... \0 -Property Line ,_q Peak water demand-50 GPM u ,...; ~ 0 rl ~--------'~ ~ ~ m N CJ\ < (l) u -0.. 0 o!) ..,_ 1\ 't ~ i l\1 Ii l!'{A TER CONSERV A Tl ON NOTES I. ALL IRRIGATION SHALL INCLUDE EFFECTIVE AND EFFICIENT )IIJATERING METHODS UTILIZ ING HUNTER HP ROTATOR LO)IIJ-FLO)IIJ IRRIGATION HEADS AND DRIP TUBING. 2 . ALL IRRIGATION CONTROLLERS SHALL BE ET BASED. 3 . ALL PLANT MATERIAL UT IL IZED IS CLASSIFIED AS 'LO)IIJ OR MODERATE )IIJATER USE' BY )IIJLICOLS ()IIJATER USE CLASSIF ICATION OF LANDSCAPE SPECIES). 5 . ALL PLANTING AREAS SHALL RECEIVE REGULAR MAINTENANCE AND MANAGEMENT DESIGNED TO HAXIHIZE HEAL THY GRO)IIJTH 6. ALL PLANTING AREAS SHALL RECEIVE COMPLETE AND APPROPRIATE SOIL PREPARATION. 1. LOJ/'I VOLL/HE OR SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION J/'IITHIN TJ/'IENTY -FOUR INCHES OF AN IHPERMEABLE SURFACE. North NTS ' I i I \ 0 m I) . .., (.) Q ~ rt) ccr 'd w ~ I) m g ........ I) ~ --0 ~ 0 (.) I) w N st st N --.0 .0 -..c .r::: .D X X ww .r::: (I) X C: w 0 Cl) UJ -::, _J (I) ro I-,_ I-(.) C: (I) I-C: (I) -UJ ro Cl) co UJ C: C: s I (I) Cl) -0 "O C: 0 (I) ro ,_ (.) 22 >, ro (.) s& Ctl en C ,_ UJ ..:.:: .2 ~ Ctl < 0 I'--Ctl z I--0 ~ () () Ctl ...... -UJ ..0 0 -0 --, 0 en _J Ctl [I'. ,_ ..0 0.. Ctl en () ,_ Ctl () DATE, 6/1/2016 DRAJ/'IN BY, JH/LL JOB NUMBER, 15033 F ILE, REVISIONS, 4 OF 5 SHEETS FIRE SUPPRESSION EXHIBIT: ZONE ONE REQUIREMENTS, (I) THE REQUIRED ZONE ONE V'IIDTH SHALL BE PROVIDED BETV'IEEN FLAMMABLE VEGETATION AND ANY STRUCTURE AND SHALL BE MEASURED FROM THE EXTERIOR OF THE STRUCTURE TO THE VEGETATION. (2) ZONE ONE SHALL CONTAIN NO HABITABLE STRUCTURES, STRUCTURE THAT ARE DIRECTLY ATTACHED TO HABITABLE STRUCTURES, OR OTHER COMBUSTIBLE CONSTRICTION THAT PROVIDES A MEANS FOR TRANSMITTING FIRE TO THE HABITABLE STRUCTURES. STRUCTURES SUCH AS FENCES, V'IALL, AND NON-HABITABLE GAZEBOS THAT ARE LOCATED V'IITHIN BRUSH MANAGEMENT ZONE ONE SHALL BE OF NONCOMBUSTABLE CONSTRUCTION. (S) PLANTS V'IITHIN ZONE ONE SHALL BE PRIMARILY LOV'I-GROV'IING AND LESS THAN 4 FEET IN HEIGHT V'IITH THE EXCEPTION OF TREES. PLANTS SHALL BE LOV'I-FUEL AND FIRE-RESISTIVE. (4) TREES V'IITHIN ZONE ONE SHALL BE LOCATED AV'IAY FROM STRUCTURES TO A MINIMUH DISTANCE OF 10 FEET AS MEASURED FROM THE STRUCTURES TO THE DRIP LINE OF THE TREE AT HATURITY IN ACCORDANCE WITH THE LANDSCAPE STANDARDS OF THE LAND DEVELOPMENT MANUAL. (5) PERMANENT IRRIGATION IS REQUIRED FOR ALL PLANTING AREAS V'IITHIN ZONE ONE EXCEPT AS FOLLOWS, (A) WHEN PLANTING AREAS CONTAIN ONLY SPECIES THAT DO NOT GROW TALLER THAN 24 INCHES IN HEIGHT, OR , ' , .. / . ,, ,· ,. .' l/ /f. S mbol Descri tion Fire Suppression Zone One managed space -min. 30' wide Fire Lane -24' wide -emergency and maintenance access -Fire hydrant location (typ. sym.) BFWSH MANAGEMENT NOTES (CONT.) (B) WHEN PLANTING AREAS CONTAIN ONLY NATIVE OR NATURALIZED SPECIES THAT ARE NOT SUMMER DORMANT AND HAVE A MAXIMUM HEIGHT AT PLANT MATURITY LESS THAN 24 INCHES. (6) ZONE ONE IRRIGATION OVER SPRAY AND RUNOFF SHALL NOT BE ALLOWED INTO ADJACENT AREAS OF NATIVE OR NATURALIZED VEGETATION. (i) ZONE ONE SHALL BE MAINTAINED ON A REGULAR BASIS BY PRUNING AND THINNING PLANTS, CONTROLLING WEEDS, AND MAINTAINING IRRIGATION SYSTEMS. BRUSH MANAGEMENT MAINTENANCE REGULAR INSPECTIONS AND LANDSCAPE MAINTENANCE ARE NECESSARY TO MINIMIZE THE POTENTIAL DAMAGE OR LOSS OF PROPERTY FROM BRUSH FIRES AND OTHER NATURAL HAZARDS SUCH AS EROSION AND SLOPE FAILURES. BECAUSE EACH PROPERTY IS UNIQUE ESTABLISHING A PRECISE MAINTENANCE SCHEDULE IS NOT FEASIBLE. HOWEVER, FOR EFFECTIVE FIRE AND HATERSHED MANAGEMENT, PROPERTY OWNERS SHOULD EXPECT TO PROVIDE MAINTENANCE ACCORDING TO EACH BRUSH MANAGEMENT ZONE: ZONE I: YEAR-ROUND MAINTENANCE PARKING AREA EXHIBIT: Svmbol Descrioffon I'<\\\\] Limits of total parking area -101,642 s.f. FIRE SUPPRESSION ZONE A-I NOTES • • • • • • Zone A-I shall be measured horizontoll~ 20 feet outV>1orcl from the outl~ing edge of on~ hobltoble struc.ture(s) or inl"lorcl from the top of slope Planting V'lithin Zone A-I shall c.onsist of ground c.over or lol"l grol"ling shrubs spec.ies (less than three (3) feet in height) knol"ln to hove fire reslstlve qualities. No trees or shrubs (over three (3) feet in height cit moturit~) shall be olloV>1ecl. Irrigation shall be required one! mointoinecl. Al I ottoc.hments to the struc.ture shol I be nonc.ombustible . No solid fuel fire pits or outdoor fire ploc.es shol I be permitted . FURNITURE OPTIONS: Planting within parking area -10,965 s.f. (See sheet 3 for parking area calculations) .----7-Limits of total parking area North NTS -q- 0 I (0 < a.. 0 Cl) -Q) <XJ "' I-< 0 "' \0 en ;::l \0 " 0\ ~ "Q +-' I 00 C:t) (.) ..... t---Q) - +-' 0\ f-4 ~ ~ ~ ~ u 0 en 0 en ::r: w ...J I- I- 1-w w I Cl) w ~ < z I-(.) w --, 0 0::: a. ~ -·-c: ..c ro ·--..c: a_ X C: w o ro ·-Q) (J) ,_ (J) <( ~ C) a.. C: O.. ·- :J ~ rn ro Q) a.. ,_ ·-"O LL c: ro (J) ~ ro 0 r--- "O ..- ro ...... ..0 0 (J) _J "C ro (.) ..... ...... \0 -..c: (.) ..... 0 I-< ..... (lj N 0\ <I:! Q) (.) -0.. @i (lj <1) ..... (.) 0 § rJ) rn '"O ~ <1) (lj s -<1) ~ 'O ~ 0 t) <1) rn N s:t s:t N ro ·-C: ,_ g ro (.) -"O ro ..c (J) "C ro (.) DATE, 6/1/2016 DRAYIIN BY, JH/LL JOB NUMBER, 150:3:3 FILE, REVISIONS, 5 OF 5 SHEETS