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HomeMy WebLinkAboutSDP 2021-0016; CARLSBAD OAKS NORTH, LOT 3; Administrative DeterminationSHEET INDEX -- DD1 .0 COVER SHEET DD11 SITE PLA N DD1.2 SITE SECTION DD1.3 SIGN PROGRAM DD1.4 TRAS H & RECYCLE DD2.0 FLOOR PLANS DD3.0 EXTERIOR ELEVATIONS DD3.1 COLORED ELEVATIONS DD3.2 3D EXTERIORS DD4.0 ROOF PLAN DD5.0 FLOOR PLANS DD6.0 EXTERIOR ELEVATIONS DD6.1 COLORED ELEVATIONS DD6.2 3D EXTERIORS DD7.0 ROOF PLAN DD8.0 FLOOR PLANS DD9.0 EXTERIOR ELEVATIONS DD9.1 COLORED ELEVATIONS DD9.2 3D EXTERIORS DD10.0 ROOF PLAN ~ C: w ;- vi M z 0 S,1 VJ ~ w 0 0 ::,; ;-> w CY ;-z w IX "' ::, u 0 ~ z 0 ~ <! ID ".l CY <! u 0 §l ;-u w ~ 0 "' 0.. 0 ~ ~ ::,; <l: a, 0 " "' ~ ~ ~ N 0 N al ~ 0 ~ BUILDING A BUILDING A BUILDING A BUILDING A BUILDING A BUILDING B BUILDING B BUILDING B BUILDING B BUILDING B BUILDING C BUILDING C BUILDING C BUILDING C BUILDING C C1 CONCEPTUAL GRADING PLAN C2 CONCEPTUAL GRADING PLAN E1.0 E1 .0PH E2.0 ELECTRICAL SITE PLAN ELECTRICAL PHOTOMETRIC PLAN LIGHTING CUT SHEETS 1 LANDSCAPE TITLE SHEET 2 LANDSCAPE CONCEPT PLAN 3 LANDSCAPE LEGEND & HYDROZONE EXHIBIT 4 LANDSCAPE MAINT & WATER CONSERVATION 5 LANDSCAPE FIRE SUPPRESSION & PARKING AREA LOT3 CITY OF CARLSBAD Administrative Permit ~~, -1.0<.b"'°~• L.o-1--3 lf Case No. $,OP 2.02.1 -oo It, ----~,.., ~ t 1·~1 --' Exibit No. M -M Date IO ?zl l 2Q2."2. CARLSBAD OAKS NORTH (0 ~ 0 0 I ~ N 0 N 0.. 0 CJ) TECH CONTRACTORS 3575 Kenyon Street Suite 200 San Diego, CA 92110 619.223.2865 .., DATE: 6-15-2021 JOB NO: CON3 DRAWNBY: DS Revision Schedule # Date Description j 1 j 10-0B-21 \2 1-23-22 I-z UJ ~ I 0.. I- 0 D:'.'. 0 _J UJ z > M CJ) UJ ~ 0 .... <( _J 0 0 <( 0 -D:'.'. ....I <( I-ca CJ) CJ) ::, _J 0 D:'.'. z <( s 0 UJ z DD1.0 A 2 {L ,.- "' m N !'- N N 0 N o SITE LEGEND UTILITY & SCHOOL DISTRICTS [D] - o----¢- -EXISTING FIRE HYDRANT -PROPOSED FIRE HYDRANT -PROPOSED POLE MOUNTED LIGHT STANDARD ~ POSTINDICATORVALVE / ,,------FIRE DEPARTMENT POINT OF CONNECTION 0 0 -REDUCED PRESSURE DETECTION ASSEMBLY l:.iiiil (RPDA) or DOUBLE CHECK VALVE ASSEMBLY (DCVA) PER JURISDICTION CD b. ❖ □ -NUMBER OF PARKING SPACE -HANDICAP PARKING SYMBOL -EVSE CAPABLE, PROVIDE EMPTY CONDUIT FOR FUTURE VEHICLE CHARGING STATION -EVSE INSTALLED, PROVIDE CHARGING STATION/ RECEPTACLE, ONE DOUBLE STATION MAY SERVE TWO PARKING SPACES, -EUECTRIC BIKE CAPABLE, PROVIDE WATERPROOF RECEPTACLE FOR FUTURE E-BIKE CHARGER -BICYCUE REPAIR STATION, INCLUDE A REPAIR STAND AND ASSORTED HAND TOOLS FOR MINOR REPAIRS, INCLUDE AIR PUMP OUTDOOR TABLE AND TRASH RECEPTACLE PER LANDSCAPE DRAWINGS ACCESSIBLE PATH OF TRAVEL CARLSBAD MUNICIPAL WATER DIS1RICT 5950 EL CAMINO REAL CARLSBAD, CALIFORNIA 92008 760-602-2420 CITY OF CARLSBAD WASTEWATER DIVISION 5950 EL CAMINO REAL CARLSBAD, CALIFORNIA 92008 760-438-2722 CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD, CALIFORNIA 92009 760-331-5000 ~:;;;;;;~~--= G ,c3'lOl!,i:;'"'' / • SHALL BE SPLIT-FACED EMPLOYEE AVG TRIP GENERATION LEGAL & SUMMARY 'Land Use Olfic!a'{4sf<t.ooo:$Fl' ' ' Olli,~ ililwi'!lacl•Ritjg' (1st'1,0Q9'il:ifJ Ma~tw,n@ Wareh:o<!slaj (1,;t t;oQOi$!+'} W:at'ehore;iini, 'f3 ', lKSF J;(lQQ 'af' 13'. ./K$F til,lJ!lO 15F 4 }¥SF l;(I® $F $ !l\'$1' ~;ope 15F 4 ll$F 1,0!lQ 15F 1 ,/KSF '6\714 ,15F WHIPi ML LOOP 13- 24ii' 4 117 4 7 LOT3, TRACT NO, CT97-13-2 MAP 15505 CITY OF CARLSBAD, CA APN: 209-120-02 ADDRESS: WHIPTAIL LOOP EXISTING AND PROPOSED LAND USE: PLANNED INDUSTRIAL EXISTING AND PROPOSED ZONE: P,M SPECIFIC PLAN: SP211 -CARLSBAD OAKS NORTH LINE OF SIGHT SEE CIVIL DRAWINGS ElE3 EE3 2 DD1,2 3 ------ DD1.2 \ ' I ! 1 LONG-TERM BIKE STORAGE SPACE 'I -,- q BFI MM R£TG WALL ' l NI I Q: -------- ---ri----4:------\ I • _ ---LINE OF 2'--6" --1~ -OVERHANG ----~1,')J')\''E_ 6Cl ,2l I \ I LINE OF Z-6" JOVERHANG XFMR E3E3 TRAFFIC ENGINEER LOS Engineering, lnc. 11622 EL CAMINO REAL SUITE 100 SAN DIEGO, CA 92130 PH, 619-890-1253 LANDSCAPE ARCHITECT HOWARD ASSOCIATES 1951 FOURTH AVENUE SUITE302 SAN DIEGO, CA 92101 PH, 619-871-0772 WHIPiAIL LooP SIGHT TRIANGLE, 30"MAXHGT LIMIT, SEE CIVIL ,/ :::.--- / :, DDCV ASS'Y ,,-~ PERCML/ -/ ARCHITECT TECH CONTRACTORS 3575 KENYON STREET SUITE 200 SAN DIEGO, CA 92110 PH, 619-223-1663 BASIN HADE STRUCTUR ////I,(, UNCH AREA- ••••• CIVIL ENGINEER SPEAR &ASSOCIATES, INC, 475 PRODUCTION ST, SAN MARCOS, CA 92078 PH, 760-736-2040 OWNER CARLSBAD OAKS NORTH VENTURES, LP 3575 KENYON STREET SUITE 200 SAN DIEGO, CA 92110 PH, 619-223-1663 = (0 '"" 0 0 I '"" N 0 N 0.. 0 (j) -----EXISTING DRIVEWAY _ --• -- T TO BE CLOSED --• ----· ---- WHERE ENHANCED CONCRETE IS SHOWN PROVIDE BROOMED FINISH WITH SCORE LINES 30" O,C, MAX, EA, WAY AND SMOOTH TROWELED EDGE BANDING AT EDGES AND SCORE LINES BALANCE OF WALKWAYS SHALL HAVE SCORE LINES 5FT O,C, MAX WITH MATCHING TROWELED BANDING ,~OPEN SPACE \ \ / PROPERTY \' LINE •••••••••• NEW PATH OF TRAVEL (P,OT,) AS INDICATED IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2", VERTICAL CHANGES BETWEEN 1/4" AND 1/2" SHALL BE BEVELED AT 1:2 MAXIMUM SLOPE FOR THAT PORTION GREATER THAN 1/4", AND IS AT 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, PD,T, SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (11 B-307.2) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM A WALL AND ABOVE 27' AND LESS THAN 80" (11 B-307,3), ~ ly PROPER~ '"' , t LINE RETAINING WALL -,,_,__ CMU, TAN/BUFF COLOR I -,,_,__ ._______ \_ -----I ---------------: \ q\@'\ '~-.. 1- 6'x8' S ABILIZED DG PAit FOR B CYCUE PROVIDE 2 U- RACK TO ACCOMMODATE 4 GENERAL SITE PLAN NOTES 1. YARDS USED FOR AREA INCREASES SHALL BE PERMANENTLY MAINTAINED, 2. THIS PROJECT SHALL COMPLY WITH THE 2019 EDITION OF THE CALIFORNIA BUILDING CODE (CBC), THE 2019 CALIFORNIA ELECTRICAL CODE (CEC), THE 2019 CALIFORNIA MECHANICAL CODE (CMG), THE 2019 CALIFORNIA PLUMBING CODE (CPC), THE 2019 CALIFORNIA FIRE CODE (CFC), IN ADDITION TO ALL THEIR RESPECTIVE 2019 CALIFORNIA AMENDMENTS, AND THE CURRENT EDITION OF 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 COMPL YWITH THE CITYS ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS FOR ON-SITE FIRE HYDRANTS. 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. MISCELLANEOUS NOTES 1. CLEARING OF VEGETATION, INCLUDING ALL NATIVE HABITAT AS WIELLAS NON-NATr.JE HABrfAT SHALL BE PERFORMED OUTSIDE OF THE PERIOD FROM FEBUARY 15 THROUGH AUGUST 30 2, CONSTRUCTION TRENCHES SHOULD BE INSPECTED DAILY AND ANY TRAPPED WILDLIFE SHALL BE REMOVED AND RELEASED UNHARMED INTO NATIVE VEGATATION A HUNDRED OR MORE FEETFROM THE CONSTRUCTION AREA. CONSTRUCTION FENCING SHALL BE EMPLOYED WHERE APPROPRIATE TO MINIMIZE IMPACTS TO WILDLIFE DURING CONSTRUCTION, 3, THE CONTRACTOR SHALL BE FAMILIAR WITH THE "SUMMARY OF ENVIRONMENTAL IMPACT MITIGATION MEASURES' CONTAINED IN THE CON SPECIFIC PLAN SP 211 AND TAKE ALL NECESSARY ACTION TO MAKE SURE THAT THESE MEASURES ARE SATISFIED, 4, THIS PROJECT IS LOCATED WITHIN A "HIGH FIRE HAZARD SEVERITY ZONE" 5, THIS IS A SHELL BUILDING, THIS BUILDING CAN NOT BE OCCUPIED UNTIL THE SUBSEQUENT TENANT IMPROVEMENTS HAVE BEEN REVIEWED & APPROVED BY THE BUILDING DEPT 6. THIS PROJECT SHALL COMPLY WITH EIR 98-08 MITIGATION MEASURES AND CARLSBAD OAKS NORTH SPECIFIC PLAN PERFORMANCE STANDARDS 7. A WATER BUDGET SHALL BE DEVELOPED FOR LANDSCAPE IRRIGATION USE THAT CONFORMS TO THE LOCAL WATER EFFICIENT LANDSCAPE ORDINANCE WHERE NO LOCAL ORDINANCE EXISTS, SHOW COMPLIANCE WITH THE CALIFORNIA DEPTARTMENT OF WATER RESOURCES MODEL WATER EFFICIENT LANDSCAPE ORDINANCE, 8, PRIOR TO FINAL APPROVAL OF THE BUILDING, THE LICENSED CONTRACTOR IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST COMPLETE AND SIGN THE CITY GREEN BUILDING STANDARDS CERTIFICATION FORM GIVEN TO THE BUILDING DEPARTMENT OFFICIAL TO BE FILED w/THE APPROVED PLANS, VICINITY MAP WHIPTAIL LOOP CARIBOU CT. I I I--- I I I I---I I L---- 1 I I I II___ PROPERTY --LI=~- GRADE LEVEL OVERHEAD DOORS 141'-41/4" i + ;-PHOTOVOLTAIC SYSTEM, I -/ 'J SEE ROOF ~LAN EXHIBI: ~ ----:7 I I I ELEC RM FIRE RISER RM W/LADDER TO ROOF HATCH --+ TRASH/RECYCLE ENCLOSURE TYPE 'B' -1Ht----lh9'7"t*. I I L ~I L_ 1 LONG-TERM BIKE STORAGE SPACES I I I I I 1 I PROPOSED BUILPING c I--7 1 I I I I I I I I f PROPOSED OCCUPANCIES: B, S1, Fl f I I FIRE SPRINKUERED I I I I I . I TYPE lll-B CONST +' L ~I I___J L -1-i OPTIONAL SHADk STRUCTURE L__ _J OUTDOOR LUNCH AREA ENHANCED CONCRETE ,=- W/ OPTIONA½SHADE STRUCTURE B 'J±~\/ a': ENHf.NCED CONCRETE ,. ··o· ... (J "'-.. ,.; ' @\ ~~ ~ ---=-==-::..:: SITE INFORMATION SITE AREA: PROPOSED BUILDING COVERAGE: 225,714 SF 56,141 SF 86,345 SF 83,228 SF 5.18 ACRES 24.87 % 38.25 % 36.87 % PROPOSED LANDSCAPE AREA: PROPOSED PAVING AREA: TYPE OF DEVELOPMENT: INDUS LUNCH AREA (w/TABLES, BENCHES & TRASH BINS): (300 S.F. PER 5000 S.F. OF BLDG) (67,714.00 I 5000) x 300 = 4062,84 SF REQUIRED INTERIOR LUNCH AREA (TO BE PROVIDED wffJ) 0 SF PROVIDED EXTERIOR LUNCH AREA 5000 SF PROVIDED TOTAL= 5000 SF PROVIDED NOTE: LONG-TERM BIKE STORAGE SPACES SHALL BE MANUFACTURED LOCKERS. ATLEAST HALF SHALL ACCOMMODATE TYPICAL E-BIKES BIKE STORAGE SPACES WILL BE AVAILABLE AT NO COST TO EMPLOYEES AND WILL ALL BE INSTALLED AT GROUND LEVEL PARKING TABULATION USE FACTOR SQ, FT: SPACES OFFICE 250 20000 80 MANUFACTURING 400 40000 100 WAREHOUSE 1000 7714 7,714 TOTAL PARKING REQUIRED 188 TOTAL PARKING PROVIDED 1B9 STANDARD COMPACT ADA ACCESSIBLE EV CAPA!3UE 113. 37 20% 6 (Mlf'l 1 SHALL BE VAN TYPE) 8 PER CS-349 EV !NSTALLED 9 PER CS-349 3ADA, MIN 1 SHALL BE VAN SP CLEAN AlR VEHICLE 16 PER CALGRN TABLE 5.106,5.2 SHORT TERM $[CYCLE SPACES 12 31. 7% OF VISITOR SPACES* LONGTERM BICYCLE SPACES g 5.9% OFTENANT'OCCUPANTSPACES* *BICYCLE SPACE REQLIIREfo/'IENTS FOR SHELL INDUSTRIAL BWILDING_ ASSUMES VEHl(L~ PARKJNGTO.BE APPROX. SQ% TENANT-OCCUPANT AND 20% VISITOR NOTE: 10 (5% OF TOTAL) FULL SIZE PREFERENTIAL VEHICLE PARKING SPACES ARE SHOWN MARKED "CARPOOL" TO COINCIDE WITH THE PROPOSED TOM PLAN NOTE: ONE PARKING SPACE IS RESERVED FOR CAR-SHARE PROGRAM TO COINCIDE WITH PROPOSED TOM PLAN, SEE SITE PLAN, ENHANCED CONCRETE i I ,_ . l. ·.--:: ••••••• ELECRM --+~ 7 J OUTDOOR LUNCH AllEA PROPOSED BUil ING B PROPOSED OCCUPANCI S: B, S1, F1 FIRE SPRINKLERE[) TYPE lll-B CONST 7 _J ENHANCED CONCRETE PHOTOVOLTAIC SYSTEM. SEE ROOF PLAN EXHIBITS SQ. FT. SUMMARY BUILDING A FIRST FLOOR SECOND FLOOR A201 SECOND FLOOR A202 SECOND FLOOR A203 TOTAL SECOND FLOOR TOTAL BUILDING A BUILDING B FIRST FLOOR SECOND FLOOR 8201 SECOND FLOOR 1',202 TOTAL &ECON D FLOOR TOTAL BUILDING _B BWILDING C FIRST FLOOR SECOND FLOOR C201 SECOND FLOOR C202 SECOND FLOOR C203 TOTAL SECOND FLOOR TOTAL B_UILDlt,!G C OVERALL Fl RST FLOOR OVERALL SECOND FLOOR GtAND TOTAL 1195 1342 1057 1393 1393 1370 1211 2612 56141 1157:3 1673.6, 35.94 1463.3. 2786 24772 5193 20330 17419 29965 67714 BICYC ES -FIRE RISER W/ LADDER TO R OF HATCH L ---J ENHANCED CONCRETE ~ ~I I 4B' -O' PROPOSED BU LDING A PROPOSED OCCUPAN IES: B, S1, Fl FIRE SPRINKLERED ] TYPE 111-B CONST I .. .I 1--- 6' x 16'-sTABltlZED D(;'?A )oR BICYCLE PROVIDE 1 U-RACKS TO A COMMODATE 4 BICYCL_ES ~ I I I "' Ill ml Ill m I L J ---;'R,=.'Jl----TRASHIRECYCLE_ENCLOS RE TYPE 'B' -OPTIONAL SHADE STRUCTURE PHOTOVOL TAICS BUILDING A B C PHOTOVOLTAICS KWREQ'D.* GR. AREA (GSF/10000)X15 20330 30 KW*** 17419 26.0 KW*., 29965 45 KW"** * ROUNDED PERSEC 18.30.130 ** ASSUMES 72 SQ, FT, PER KW PHOTOVOLTAICS SQ, FT. REQ'D. ** 2160 1872 3240 *** KW PROPOSED ON FUTURE.BUILDING PERMITS WILL DIFFER DEPENDING ON ACTUAL SQUARE FOOTAGE PROPOSED I \ APPLICATION TYPE: MINOR SITE DEVELOPMENT PLAN 1iu,s ISTHE; ~0:w,;tl•l1l!!!TA~~f$'l"(EJ!~ l'QRl:'JlO(!EG]'N.(l, --,Pim~:rrl~~l]i, ---- SITE PLAN 1" = 30'-0" TECH CONTRACTORS ---------~~--. ·3575 Kenyon Street Suite 200 San Diego, CA 92110 619,223,2865 DATE: 5-I 0-2022 JOB NO: CON3 DRAWN BY: D5 Revision Schedule # Date Description I I 0-08-21 2 1-08-22 TRAFFIC REVS ~ z w ~ 0.. 0 _J w > w 0 _J <( -0:: ~ (j) => 0 z s w z M l-o ..J I ~ 0:: 0 z (j) ~ <( 0 0 <( co (j) _J 0:: <( (_) DD1.1 ~ ~ ~ w i--iii "' z 0 SJ "' ~ w 0 0 ;,; i--> ~ °' i--z w "' "' :::, u 0 9 (') z ~ 0 SJ 0 J ., (I] (/J ~ "' ., u 0 9 VJ i--u w ~ 0 c:: CL 0 ~ ~ ;,; « 0, ~ r-- U) ' ~ ~ ~ N 0 N al ~ i5 ~ -----PROPERTY LINE ~---PROPERTY LIN E ------------------------- OPTIONAL PERGOLA ~ OUTDOOR EATING AREA ~ ~ ~'\~---- _.,.,.__.,, ~ ) '\ DRIVE AISLE AND PARKING AREA 0 0 0 ,---OVERHEAD DOOR 0 0 /-PP.RAPET _,,,,,,--MECHANICAL UNIT ~ PHOTOVOLTAICS -// / ~ WHERE OCCURS 7 _ _ / DRIVE AISLE AND PARKING P.REA \ I ' H ~-P ' I -- 7::"7'----,,-;:"""7':--7::-"7S:-::,-t-';~=-7'::""'7-::-~"'"7'::-7':-'."'::-"'7,::-;~;,:---=-7'",/7"";;,;---~=-7'""...,.,..~~:-7::--7-;---:,-:-:;---~=-7'"...,.,.."~ .. ". ~-x:;".,---;-_:-_--,,-...,..,......,,,---::-,:-7:--:,,:-""""7 . , I LINE OF SIGHT I I DRIVE AISLE DRIVE AISLE P.ND PARKING AREA ~"~~ r> ""( """ J( '•"""'-J l~t• o-m;,~ AAa J 0 y ,'~ '; , CX ;< . ;x_; ·. '" . . /'. . . " ' '< r PHOTOVOLTAIC$ WHERE OCCURS I ~ ,-MECHANICAL UNIT ~ DRIVE AISLE AN D PARKING AREA 7 --.. --.. ___ -UNE OF -------f SIGHT --- 3/ OUTDOOR EATINGPREA ~/ DRIVE AISLE \ \ " ----..._ --------------------------------- w z _J ~, ::J I >-~, w o... I ~I - 0... 0 0 _J _J <( I- 0... -:r: s Section W ~2; c.o ~ 0 0 I ~ N 0 N a.. 0 Cl) 3/32" = 1'-0" I ~I _J >-f- O'.: I ~I 0... 8:: I ,, 0 I ~ 0 S2 -< ~,: _J a,W _J I =>9 "-"' <( ~ I- 0... ) __ -' -:r: ·~ 1~ s TECH CONTRACTORS --------- 3575 Kenyon Street Suite 200 San Diego, CA 9211 o 619-223.2865 DATE: 6-15-2021 JO B NO: CON3 DRAWNBY: DS Revisio n Sched ule # Date Description I' Ll I \ 1 I ~------~--...,i....-1~11~1_1 O_-_O_B-_2~1 ----~ ua z r _J >-I ~I w 0... 0 ry Section ~ 3/32" = 1 '-0" W I ~, >-f-I O'.: w 0... 0 O'.: 0... ,, ~ 0... '-' ., -,: 0 ~w a, 0 -..._ -----------------0 =>-0 "-"' _J _J <( ~ r......_ I-< 0... ----- I :r: BIOFIL TRATION ' . ! s BASIN Section @ 3/32" = 1 '-0" I-z w ~ I a.. I- 0 0::: _J 0 w z > M Cl) w 0 ~ 1--<( _J 0 0 <( 0 -0::: ..J <( I-m Cl) Cl) :::> _J 0 0::: z <( s 0 w z DD1.2 C 21' -O" ,!<-------------I- TENIANIT -~ MAX.AREAOF ALTERNATE SIGN AREA ALLOWED ONLY AT THE DISCRETION OF TH E OWNER. 3/4" DEEP REVEAL MAY BE SAWCUT AT (UP-FACE ) REAR ELEVATION ·------------------1-~--.a..,,----, 1/2" = 1'-0" (0 ~ 0 0 I ~ N 0 N a.. 0 Cl) / \ MONUMENT SIGN -REAR WALL SIGN SIZE/LOCATION PER 21.41 FOR BUILDINGS UNDER 50,000SF ONLY ONE WALL SIGN OF THIS TYPE IS ALLOWED PER BUILDING ELEVATION. ONLY 2 WALL SIGNS OF THIS TYPE ARE ALLOWED PER BUILDING. IN ADDITION TO THE ABOVE ORDINANCE RESTRICTIONS, THIS TYPE OF WALL SIGN WILL ONLY BE ALOWED ONLY AT THE DESCRETION OF THE OWNER, BASED ON SQUARE FOOTAGE AND TERM OF THE LEASE , W/'J.J.. SIGN SPECIACATIONS SIGN TYPE: NON-ILLUMINATED INDIVIDUAL LETTERS/LOGO COLORS: COLORS MAY BE ANY COLOR NECESSARY TO MEET USER/CORPORATE NEEDS AND MUST BE APPROVED BY BUILDING OWNER FONT FONT MAY BE ANY FONT MEETING APP ROVAL OF BUILDING OWNER. NOTES: FONTS, COLORS AN D LOGOS ARE SUBJECT TO LANDLORD APPROVAL CUSTOM LOGO AND SECOND LINE OF COPY IS ALLOWED WITHIN ALLOWABLE SIGN AREA. SIGN CONTR SHALL PROVIDE NECESSARY FASTENING AN D BRACING TO SUCURE INSTALL SIGN AND ACCOMMODATE WIND LOADS, ETC IN CONFORMANCE WriH BUILDING CODE. TE NANT SH IPP ING & RECE IVI NG SIGN PANE L .080 THICK WHITE ALUMINUM PANEL MOUNTED TO WALL W/ SILICONE ADHESIVE AND DBL-SIDED FOAM TAPE. COPY: SIMILAR AS SHOWN. BLOCK TYPESTYLE.BLACK / •. / NON-CORROSr.tE ANCHORS / W/ ADHESr.tE ~ 1/2" THICK FCO ACRYLIC LffiERSILOGO @= SERVICE DOOR If+--ADHESr.tE a . .",· / 1"THICKHDUSIGN · , .· FOAM W/ PAINTED : • •. • -~ FINISH ..... i . • , .... .. . @ 3/4" = 1'-0" SIGNAGE PROGRAM-SURFACE MT. ,---7 I TENANT I --~ -- I NAME -L L ___ _J A --'!9.lll"i ____ MCM'>,U1!$ liiMi:b m 11!-~03 '° - ;I " 0 -r: DECAL GRAPHICS AX. 4" HIGH LETTERS ECAL ATTENANT NAME OT TO EXCEED 4SQ. FT. D N (~', \~ STOREFRONT DOOR SIGN PROGRAM -DOOR GRAPHI CS 1/2" = 1 '-0" MAX SIGN AREA ALLOWED: 20SQ. FT. (CARLSBAD 21.41) PROPOSED: 16 SQ FT. HANGING PANEL SIGN SPECIFICATIONS PANEL: .090 THICK FABRICATED ALU MINUM SIGN PANEL WI PAINTED FINISH AS PER OPTIONS BELOW: OPTION 1: WHITE OPTION 2: METALIC SILVER TENANT GRAPHICS: 3M VINYL GRAPHICS.COLORS AS PER TENANT. NON-ILLUMINATED SUITE GRAPHICS: 3M BLACK #7725-120PAQUE VINYL NUM ERALS. NOTES: COLORS ARE SUBJECT TO LANDLORD APPROVAL. CUSTOM LOGO AND SECOND LINE OF COPY IS ALLOWED WITHIN ALLOWABLE SIGN AREA. SIGN CONTR SHALL PROVIDE NECESSARY FASTENING AND BRACING TO SUCURE INSTALL SIGN AND ACCOMMODATE WIND LOADS, ETC IN CONFORMANCE WITH BUILDING CODE 1•.s· 1· 9·.o· ,!<-----~~-------------------------------,/'- '° 10 2 1<-,__ ____ _, I \ l 1" 'C' CHANNEL REVEAL 3/4" = 1'-0" SIGNAGE PROGRAM -FASCIA SIGN ALLOWED SIGN AREA: 75 SQ . FT. FOR PARK IDENTIFICATION SIGN. PROPOSED SIGN AREA: 60 SQ. FT. ~ ANY COLOR METP.L ACCENT I OR / PAINTED CONCRETE ACCENT CONCRETE SIGN PANEL WriH 314" DEEP I r INDMDUAL LETTERS AND/OR LOGO MAX 24" HEIGHT V-GROOVE REVEALS, PAINTED ~1\\ 1'-0-\ I I I I 1/2" THK FCO ACRYLIC PLASTIC PAINTED (SATIN) OR ,090 BRUSHED ALUMINUM I I OR APPROX LINE OF GRADE 1 \ \ ' -,r---;)j<-_I 11'. 1' / 1" DP. HOU SIGN FOAM, PAINTED (~ATIN ) I i \ I I I 1, / ~--)'c----t---r'-~-+------'-c-------1----i-------J~---------~ ,.,..,J,;,----t---t--;--------,---------r----+-----------'---! NJQ~ E ~ LlOGO I COPY Tb BE DETER~J!NED -'\,;,-----t-----t--~-----------------------------' t \ \ ~ ~ 1/2" = 1'-0" CONCRETE BASE, PAINTED OR EXPOSEDNATURALCONCRETE -----' MONUMENT SIGN-STREET SIDE THE MONUMENT SIGN MAY BE EXTERNALLY ILLUMINATED. LIGHT SOURCE WILL BE SHIELDED. 13' -11 314" ,!<--------------------------~-r'-12' • 1" ,!< s,t o':, I .I' ~ ~ ..,r- GENERAL SIGN NOTES 1. NO INTERNALLY ILLUMINATED, ANIMATED , FLASHING OR AUDIBLE SIGNS ARE PERMITTED. 2. NO EXPOSED TUBES OR LAMPS ARE PERMITTED. 3. SIGN CONTRACTOR SH ALL PROVIDE NECESSARY FASTENING AND BRACING TO SECUR E SIGNAG E TO CONFORM TO ALL APPLICABLE BUILDING CODES. 4.ALLSIGNS SHALL COMPLY WITH CITY OF CARLSBAD ORDINANCES AND THE CARLSBAD OAKS NORTH SPECIFIC PLAN. r r r \ \ A \ A A / A C \ C C / C \'-------l~f-------' ONLY ONE OF THESE TWO LOCATIONS fa] A / C A C I REAR I I STREET SIDE I 11'-1 1314" I I I 4 314' ,r'-,iL . "' ~ I -" 7 114" / I/ , , -~ ~ 1/2" = 1 '-0" MONUMENT SIGN PLAN VIEW - '~PROPERTY LINE KEY NOTES A. FASCI/\ SIGN B. SERVICE DOCR SIGN C. ENTRY DOOR DECAL Q ,DD1 .3) .______.,, D.ALTERNATEWALLSIGN (~ \DD1 .3 .______.,, E. MONUMENT SIGN I~ ~ "----" KEY MAP TECH CONTRACTORS ---- 3575 Kenyon Street Suite 200 San Diego, CA 921 10 619.223.2865 DATE: 6 -15-2021 JOB NO· CON3 DRAWN BY: DS Revision Sched ul e # Date Description I-z w ~ I a.. I- 0 0:: ....J 0 w z > M Cl) w ~ 0 .... <( ....J 0 <( 0 0 -0:: ..J <( I-co Cl) Cl) :::> ....J 0 0:: z <( s (_) w z DD1.3 ~ N ,-... ct) ~ CONCRETE WALL STEEL COLUMN METAL ROOFING ANO MET Al ROOF STRUCTURE CONCRETE WALL BUILDING WALL AT REAR OF ENCLOSURE NOT SHOWN 3D VIEW CONCRETE ____________ _ BUILDING WALL METALROOi' STRUCTURE--------.. CONCRETE ENCLOSURE WALL 1.----"' PAINT TO MATCH __,,,- BUILDING WALL -~- PAIR SERVICE GATES PERSONNEL ACCESS GATE PAIR SERVICE GATES WI ADA COMPLIANT LATCH EXTERIOR ELEVATIONS 21' • 2" f ----------------------ct r -o· r -s· s· ~-o· s· 7'-s· 1·-0• ,, ,, 1... l, / C, ' , , , , , BUILDING WALL I CONCRETE I . I I I r-51 12."THKCONC. T-UP PANEL I 6" HIGH x 6" HIGH x 13" WIDE CONG. 12' WI DE v V CURB MONOLITHIC WI CONC. V, SLAB t-r CURB pt . 7• ,, r/ ,_, ~ '\ ~ n / C I " I _; !l II r'".:,..;:.\" / ' ' ';,,'>"&" ' ' I '-?:-"" R . ' ' · I ' I '✓<-, ' iu __ , I _, , ' I , ' ' , ' ' I , ' -I , ' , ' --, ' J ---' ----, ----PAIR SERVICE GAT cS PERSONNEL ACCESS GATE PAIR SERVICE GA TES GATES TO BE CORREGATED SOLID METAL. INSTALL PER SUPPLIERS RECOMMENDATIONS FLOOR PLAN TRASH & RECYCLE ENCLOSURE TYPE 'B' TIL c ,, '.~I'- ' ,, I b I 112" DIA. CANE BOLT@ OPP. FACE _I METAL CLOSURE@ PERIMETER OF ROOF 'HSS' BEAM PER PLAN ~ CONG. TILT-UP WALL PANEL b N CON WAL C. TILT-UP L PANEL TTO PAIN MAT CH 7'-31/2" HIGH CORREGATED SOLID METAL GATES w/ L2x2x1/4 GATE FRAME and 20 GA. METAL DECK INFILL METAL CLOSURE @PERIMETER OF ROOF / CONG.TILT-UP WALL PANEL 'HSS' POST PER PLAN METAL CLOSURE@ Ir PERIMETER OF ROOF / STEEL DECK PER PLAN ------" - CORRUGATED SOLID METAL TENANT ACCESS GATE ◊ BUil DING ----+--WI ADA COM PLANT TCH A p 5 -; CROSSHATCHED ~ REA INDICATED 8" MIN.CONG. , AYING w/ #4@ 16" ~1 O.C, EACH WAY ' 2' -O" TYP ,, r, J, /!" k. ' 1' · 0 ,, , L/ " 1 .. I I b - "' 7f " L_____ ,, EXTERIOR ELEVATIONS 7' · 11 3/4" T-11314" " ,, ✓ s)2-15' 6" ' ' " 6' · 2 112" ', 4' O" p V o; " V -; / -?:-c; ' I ' ' . LI ' " " CORRUGATED SOLID METAL TENANT ACC ESS ~~,-,, "",, \ GATE -INSTALL PER SUPPLIER'S RECOMMENDATIONS L 6"xs· "' ,r CONG, .,,.,, 0: CURB '" 6" HIGH RAISED _,., ., ~ I '-' WAL~NAY , 2·. o· I, 1'. 0 ,, " 5 112" THK CONG , TILT-UP PANEL TYP. , , , , TRASH '-.... 1../ RECYCLE " '-... CORREGATED SOLID METAL . " GATES-INSTALL PER " I I ' I " " I ' I ', ' ' I ' I ' ' ' , ' , ' , ' , ' SUPPLIERS REC0,\1MENDATION S , ' , ' -, ' ------. --7' -9" 7'. 9" I, ,, , FLOOR PLAN TRASH & RECYCLE ENCLOSURE TYPE 'A' co ~ 0 0 I ~ N 0 N a. 0 (f) TECH CONTRACTORS 3575 Kenyon Street Suite 200 San Diego, CA 92110 619.223.2865 DATE: 6-1 5-2021 JOB NO: CON3 DRAWN BY: OS Revi sion Schedule # Date Description I-z w ~ I a. I- 0 0::: _J 0 w z > M (f) w ~ 0 I-<( _J 0 <( 0 -0 0::: ..J <( I-co Cl) (f) :::, _J 0 0::: z <( s u w z DD1.4 L-------------------------------------------------------------------------------------------'----------------------------------------------------'------------' E ® I I I ---. ' 0 SECOND FLOORA202 ,--,-- SECOND FLOORA203 F; -~ -~.-.~ --_. -.. --~;~ 7.:]71 .! l. l.'H U.ll~L,l· I' U • .'11 ,-·, ~-111 ·-t 1•;1. f:) 11-_i-1:J1·_11,11.-~. '-IIL ---------------------------------------------------------- l -i ,I •li 'II ~-I . I : I , !-. II · -· ·-. 11 "." ~=;, i =.=.·-~ =;,, ,,,1': ·-_<, -_'.1: j1 n 1·11_ :1 -1_",1! .n_-~ t I' i __ ·-.• '•-i1 n1 '!i.,i .J,. I li II II -1· 1' .I ••.. · I 11 ('·!I. ij_ l ,l_'t) ii ~-\'I,:; ~ •11 Jc ,· ' •, ., ·, ' . ' ' ' ' . ~ __Jj ------------------------------------- ® ij SOUTH 16f -0" 2' -0" --, , ... ✓ 5S O' 52' O" ,, ,, . . ' (1 0\ ,_,,,,,,.,,,, ·~ ,,_,,_,,,.. .,.,,._ _,.,-~, . --&.,,_,,., .. ',.,<;,r-~,· '-j,-' = --,),;!~(;,$le""{ ~ - ' I I ' I ' ' IV -' ' ~ ' . - -= -- ~'It:~ I- \ ~ ~ LEASE SPACE 1 . - I 1 I '\, ' 0 0 I 0:: ~ w \__ ~ w 0:: LL ' I' b ' ELEC I E1 I r-------------, r-------------, r-------------, I I I I I I ' ,. LJ LJ L) l) 8l-6' · ✓ " ' . NORTH 2j £,' m DD3.0 L ' , ----------- -1-r 1"1ic r --·· -.. I, I ' ' . L: •' I I a ,, .' -.••'1 .. I .I I .. I ,I . r -:1 ·. ~I :1-•, ,_ ' I I I I I I I I I I I I 1rr-~~i'Tfl~~°FT,""Ffl,n 11rn I I I I II I l I I I II ! ::111 I l I II II I I I I I II I I~ I I I II II I I I I I I ~ 11:: $t.i..!ot.i ... i,!;;_!oi,t~ i!i I r11 i~ lllll[ i!!<==-=-' ,1,.., ~ LEASE SPACE 2 I 2 I r-------------, I I 81' -6" -· . ' ~ 46' -9 314" ' SECOND FLOOR I A201 I §! ~ ' ;,... N I - I' . ·-··i -" I " 11 I , , ,, ,, IV -',, t - ' ' I ,_.__,,,/ : " l -----------------· -ti:Si(," <•;~"ir,,~;,, -- """'::l - -' ~ ' ~ u I SEE SITE PLAN FOR TRASH/RECYCLE ENCLOSURE " , ;, ' "' "' 0 0 0 0 (0 ~ 0 0 I ~ N 0 N a.. 0 Cl) SECOND FLOOR PLAN 1/8" = 1 '-0" ~/C.:J ~~ Name FIRST FLOOR SECOND FLOORA201 SECOND FLOORA202 SECOND FLOORA203 Grand total Area 16733 SF 1195 SF 1342 SF 1057 SF 20328 SF FIRST FLOOR PLAN 1/8" = 1'-0" TECH CONTRACTORS 3575 Kenyon Street Suite 200 San Diego, CA 92110 619,223.1663 DATE: 6-15-2021 JOB NO: CON3 DRAWNBY: DS Revision Schedule # Date I 1 I 1 o-os-21 <( (9 z -0 _J -::J co Description M l-o ..J I I- C::: 0 z Cl) ~ C5 0 <( co Cl) _J 0::: <( CJ DD2.0 ~ B § ~L_ __________________________________ _.::=:=:::::__ ____________ ~ ____________________ _.__ ___ ~ ,-1- ~ N 0 N o5 ~ 0 ~ 0 0 -~~ " .----. ... ,, ~ ( . . . = .. , I 1 F-i "' 0 = = r 0 . TILE CLADDING ,--CONCRETE TILT UPWALL PAN EL PAINTED ---, <r t LIGHT FIXTURE I SEE E-SHEETS ~1 I 0 I,, . \ WINDOW 7 I / 314" DEEP REVEAL ~ .. 1 ~~ !~ I ~'-k -~-~I-\ ! ----" ---iv I \ i / -"'· = \ / \ \ = \ \ --\ E3 = E3 -~ \ ' ~ = rn! 1r ![[ !~[ 1r -f: . ' [□ II II II □ II II ' ->---. " " • " • ' ... • . -' I= ,_ I= ,.. I = I I -=· - ~ I I i== r==' i TEll!AINT I• Hl!i!!!!S== -:J II :~n II II II II [ II ~ ' I ' ,. ll M ' K ll V u u I M -I -\ ' -' \ ; I -, ... ' ' ' = . ' , □ LJ I ; ' [J □□ ' , I ' ' l -' ' I , I ' ,I I ,, "' "' ~ I \ L / ~ \_ PROPOSED GRADE GLASS STOREFRONT / ~---------------------------------------------------_________ 1 ____________ SYSTE~----~------. METALSUN SHADE ~ 0 -CONCRETE TILT-UP WALL PANEL / PAINTED I -i ' . I '~ I I I ' GLASS CURTAINWALL , 314" DEEP REVEAL . . I I -L [] D -------- E3 E3 ... [ ' -I ' ' -, ' I , -' - ' ' ' ' -' -' -l'' L TILE CLADDING • PROPOS ED GRADE __j L WINDOW L METAL PERSONNEL DOOR 0 - ------- 1= APPROX. EXISTING GRADE _ __,_PARA,,,_P_,,,E,_,_T--<4)-..,_ 33' -6" 'CJ1 TO35' 02 SECOND _E LOOR ~ 13' -6" 0 - r-LIGHT FIXTURE I I SEE E-SHEETS ' I I ' ' = __J [ ---- = i-<~,>J l ' \ C 0 \ ~ .. 1 ~ s' ---- ' ' ' - I I TelNJAf.JJT T • I ' ' ' ' ' I ' ' ' ' METAL FASCu\ __ / ' --- 0 A ' 3/4" DE EP REVEAL 1 I 'D -- ' [ I ® ,,,:· ., A --- - I = I - I L GLASS STOREFRONT SYSTEM 0 r CONCR ETE TILT-UP WALL PANEL, PAIN~ED f ~ ·I I , = -- = -I =, ~ ·;a ' -- ' ' = , ' -' ' ' , / , = I = = = r _.,_,PARAPET L) 33' -6" \J TO35' ~ - = laa=a 6,.,. I,,= Caaa = = = = - = = "' ;, ~ - 02 SECOND FLOOR 13' -6" ,&1 FIRST FLO_OR If£'\ " O" \...I' , TILE CLADDING I~ ' . I -I I \~ r 7\. T - c;s ~~ '-""' -.- ' • ' " I ' ! ' I ' r I , / I I I ' I L--I I LINE OF AP PROX EXISTING GRADE ------------------------EAS ------ANDTEMPORARYSILTBASIN ~ __ ------\. --------------- ® a, ,--CONCRETE TILT-UP WALL PANEL A~ LIGHT FIXTUR E I / PAINTED '· / SEE E-SHEETS \ / [ 314" DEEP REVEAL WINDOW -\ 1,, \ --\~ -- \ , I I' PARAPET ~ 33' -6" TO35' \ = ;, = = D D D ' ' -----,, I ', / I , '. I '. / I , , /\s '\"" 71 I / I / .\ '-I , ' , ' , ,, ' I I \/ I , ' ( ( ' , ' ' ' I \ I 1v•1 \ I ' ·, r(1/ ), I ' ' / '-' I ' V \1 ' I ' I ' " \ " ' ' ' \ / T _____ _1, _____ =--------------' ----- -----------------------------· -----------------'\ ----;ROPOSED GRADE J --\_ OVERHEAD ROLL-UP ----------METAL PERSONNEL DOOR t KNOCKOUT FOR FUTURE DOOR ~/ I \_ APPROX EXISTING GRADE 0.1 FIRST FLOOR ~ ~"I O" -~"7i- DOOR, PAINTED NORTH 0 1" ... 1 I = ' ' EXTERIO R PAINT : PAINT MFR: SHERWIN WILLIAMS 0 NEUTRAL GROUND SW7568 0 AMAZING GRAY SW7044 0 GAUNTLET GRAY SW7019 TILE CLADDIN G ACCENT WALL TILE: SHI BUSA CREMA PORCELAIN , TI LES BY ARIZONA TILE. 12"X24" STACKED BOND G LAZ ING FRAMING CL~SS I CLEAR ANODIZED ALUMINUM co ~ 0 0 I ~ N 0 N 0... 0 Cf) EXTER LIG HT FIXTURES SILVER METALIC 0 - =- - J ,, "' .,.~t--PARAPET I 33' -6" TO35' 02 SECOND _FLOOR 13' -6" 01 FIRS1__FLOOR •'\ O" 'CJ1 T ECH CONTRACTORS ----------- 3575 Kenyon Street Suite 200 San Diego, CA 92110 619.223.1663 DATE: 6-15-2021 JOB NO: . CON3 DRAWNBY: DS Revision Schedule # Date Description 11 I 1 o-os-21 I I- 0::: 0 <( z Cf) M (!) ~ z I-<( -0 0 0 ....J 0 -....I ::> <( Cl) Cl) Cf) ....J 0::: <( 0 DD3.0 L_ ___________________________________________________________________________________________________________________ ---1, ________ _j ~ N 0 N 2i 25 ~ 0 -= ~ /4' > '"/ A ------.. . 1- = • ' .. ' I ,~ -- r I I Tlf;NIA.Nlf 1. . , ' , ' , ' l'1 ' , ' ' , ' , . ' .,. ,., \:::i--., ' • .... I J - . -TILE CLADDING . ~-~ . l DI l 1 DD . -.... - ---l . LIGHT FIXTURE SEE E-SHEETS \ \ --.:....- - l - -- . ' -. . ' ' I ' ' - , , " , , -- ,--CONCRETE TILT-UPWALL PANEL PAINTED ------ WINDOW -, 1 / ,;-"3/4" DEEP REVEAL -~ \\1 \ / \.__~ . -,_ I □~ I ---~ --. -- . . . ---~ I r l· I I [_[ J t ~ J .I --,.cs. I --T , , , ----i . - - ' ' . -- ' ~-w□-i/ □ ' ----~ ' \ L ; !o I METAL FASCIA ~ I , I , /1 C ® 0 r _J I I , llf=.-.,,,,jr========l I ' I ' ' L... PROPOSED GRADE GLASS STOREFRONT / ~--------------------------------------------------------------~------------SYSTE~ ____ L_ \__APPROX.EXISTING GRADE METAL SUNSHADE __J -GLASS STOREFRONT SYSTE M 0 r---CONCR ETE TILT-UP WALL PANEL / PAINTED b -GLASS CURTAINWALL I r 4'" DEEP REVEAL -~~ 'z ~ I ~ .:...-= = -..----~· ~;,'.~-=· -I I ---· _.., ---1 ' ' ---- I "31 ....;;:,- --=-:'" I• -; -- 0 . -•c, LJ [ D . ' ----~. .• -- ---------.... -= = . ,.,_ ·· .. ·· . .D ' D ! :1 ' 71 - '--, ' >---·--'--' I '--, ! I -- '--,_ . '--I ' ' '---___J •--·. . . -' -I ,I L TI LE CLADDING • L WINDCW !o PROPOSED GRADE _j "' LINEOFAPPROXEXISTINGGRADE ~~ -------------- AND TEMPORARY SILT BASIN --_ -------, ---~------------- - ' = D I " - I '- '- I I I I / " ----" / I / '-/ '-/ I /\'. / \ '- I I \ '-,, L METAL PERSONNEL DOOR ----~---- (1;,> 0 - !o .,. _ _,PARAPET 6) 33'-6" \..J 02 SECOND FLOOR 13' -6" :,1_01 FIRST_fLOOR ~ T O" ----EASi LIGHT FIXTURE SEE E-SH EETS , \ D ~ 71 I \! I !/"/ \ I /i; \1 0 I , I I I ' = r -- \ \ -~ ;a /4 ~ . A . r-LIGHT FIXTURE ' , I SEE E-SHEETS I I I ' D ---- E' ·: ;·''" . [ ' ~ I ! / CONCRETE TILT-UP WALL PANEL PAINTED I I / "3/4" DEEP REVEAL I , I _j ' I I • i \ I 0 I CONCRETE TILT-UP 3/4" DEEP REVEAL 7 WALL PANEL, PAINTED I ,., I -, .._i.c I I " l ----f-- f-- ~ "' " ---I " """ L ' -,_ ' " -, , .1 - I A WINDOW - "" , ,I ,, = = b r(vJ l .- b .'..} ~ PARAPET ~ 33' -6" TO 35'-0 02 SECOND __ FLOOR /If"\ 13' -6" \..J _ 01 FIRSULOOR ~ O" EXTERIOR PAINT : PAINT MFR: SHERWIN WILLIAMS /'-"-6) NEUTRAL GROUND SW7568 0 AMAZING GRAY SW7044 /' ~> GAUNTLET GRAY SW7019 TILE CLADD ING ACCENT WALL TILE SHIBUSA CR EMA PORCELAIN TILES BY ARIZONA TILE , 12"X24" STACKED BOND GLAZING FRAMING CLASS I CLEAR ANODIZED ALUMI NUM EXTER LIGHT FIXTURES SILVER METALIC SOUTH / =LE CLADDING I j :,.I.._ •" ._.....;. --=---- r = -- -.. . - . ~ --- , ...... ~ . "~ -... - -~ .. .... ' -. -b-~"'""' -... ·~ ;.,;,c!► ' ' ' ' )., . ' . I Ii - f--. ' ' -II ;....... LJ ,._ ~-, , ' '- cc -· -- -·- - ~ . . ·- C ' ~ ~ ~ ,,.., -=. =-- -. .• . - • en - . .. ~ . ~ --. J] "' -. - 0 J b ' _~}-_PARAPET ~ 'rs 33' -6" TO 35'-0 02 SECOND FLOOR 13' -6" CD ~ 0 0 I ~ N 0 N a.. 0 Cf) I \ , -' '1 01 FIRST FLOO~ ~ !o PARAPET ~ 33' -6" TO35'-0 j.01 FIRST _fLOOR ~ \ _/ ----------------""'i ----;ROPOSED GRAD~ j-------t OVERHEA::OLL-U~ ---~ETAL~ERSONNEL DOOR -- ------ ------------------~--L KNOCKOUT FOR FUTURE DOOR "__/ \~ APPROX EXISTING GRADE DOOR, PAINTED ".'T O" N~bRTH TECH CONTRACTORS ----------- 3575 Kenyon Street Suite 200 San Diego, CA 92110 619.223.1663 DATE: 6-15-2021 JOB NO: CON3 DRAWN BY: OS Revision Schedule # Date Description I 1 11 o-os-21 I I- 0:: 0 z <( (9 M Cf) ~ z 1--<( -0 0 0 _J 0 -..J :::::> <( m m Cf) _J 0:: <( 0 DD3.1 L_ ___________________________________________________________________________________________________________________________________________ j__ _________ .....J ~ i:: w ,- vi ("} z 0 u Vi ~ u 0 0 2 ,-> w c,: ,-z w "' °' ::, u 0 9 "' z 0 u 15 < en if) ~ "' .,: u 0 §l ,-u w ~ "-~ ~ 2 .,: r-- ("} ~ N 0 N co c5 , ( -----..~\-. ~1~~¾Y~ ., ,.~~~ ~ ?/.J a'\~ l., 'v-r, J I r,/11 ) r iJ',J''-" [ " /,.,,-1 / -:;. ----------, ~ 'l --= Building A NORTHWEST CORNER Bui lding A SOUTHEAST CORNER Bui lding A SOUTHWEST CORNER c.o TECH o CONTRACTORS 0 I ~ N 0 N a.. 0 Cl) ----------- 3575 Kenyon Street Suite 200 San Diego, CA 92110 619.223.2865 DATE: 5-15-2021 JOB NO: CON3 DRAWNBY: DS Revision Schedule # Date Description 11 110-os-21 1 I--z w ~ I a.. I-- 0 0::: _J 0 w z > M Cl) w ~ 0 t-<( _J 0 <( 0 -0 0::: ..J <( I-- Cl) co Cl) => _J 0 0::: z <( s u w z DD3.2 >-z w c:: c:: 0 u 0 0 -~ M /: z . 0 < y [_') O z < -c::, 0 (/) cc! ~o c;,: CD < (") U z 00 9 u (/) ->-Vl u d Se; 0 00 is' :a; Bt::: 0> -:-: L.!...J 0 c:: 2 < N ' r--- "' "' r N 0 N c5 r 0 r ROOF LEGEND 30' x 36" STEEL ROOF HATCH by "POffiR-ROEMER"-SEE DETAIL EQU IPMENT PLATFORM FRAMING ONLY- VERIFY LOCATION. SEE MECHANICAL PLANS AND DETAIL □ EQUIPMENT PLATFORM CURB & FRAMING-VERIFY LOCATION. SEE MECHANICAL PLANS AN D DETAIL MECHANICAL EQUIPMENT, PLATFOR M & FRAM ING-VERIFY LOCATION . SEE / MECHANICAL PLANS AND DETAIL I ~ 14" DL'I. WH IRLYBIRD TURBINE VENTILATOR / BY "LOMANCO" ON ROOF (PROVIDE 15' MIN. ' / CLR TO SKYLIGHTS) -SEE -$- IX I ~~ 1/1 ~ NOTES: SKYLIGHT 4'-0"' x S-0" SIGNATURE SERIES (AL) (0 ) (OG) w/90% H.AZE RATING BY ''SU NOPTICS PRISMATIC SKYLIGHTS" IAAMA CERTIFICATION PROGRAM REPORT#. 77953.02-301-44 REV. 2 )-SEE DETAIL SMOKE HATCH DOME 4'-0'> 8'-0' wl 90% H.AZE RATING BY''SUNOPTICS PRISMATIC SKYLIGHTS" (Fusible link ratin,r 360 degrees F.) SMOKE HATCH SHALL COMPLY wl UL E 331570and CBC STD 15-iSEE DETAIL CAST IRON ROOF DRAIN and OVERFLOW COMBINATION. SEE PLUMBING PLANS BY OTHERS FOR SIZES AND DETAIL CAST IRON ROOF DRAIN wi SCUPPER THRUWALL. SEE PLUMBING PLANS BY OTHERS FOR SIZES AND DETAIL WH ERE CROSS-FALL AT LEADING EDGE OF EQUIPMENT PLATFORM IS LESS THAN 114" PER FOOT, PROVIDE CRICKET AS REQUI RED TO DIVERT WATER. CONSULT THE ROOFING MATERL'IL MANUFACTURER FOR NUMBER AN D LOCATION(S) OF CONTROL JOINT(S). FOR CONTROL JOINT DETAIL, SEE 33' -6" T.O.W. • 34' -6" T.O.W. ' 29' -3" 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 0 I I I I I ~ ROOF I I HATCH I~ • I I 2T -g• BOT OF SHTG I I I I 27 -3" BCT OF SHTG I I :)l©i ©li . -- I I I_ 2T -6 112" BOT OF SHTG [j I ~ I I I I 27' -9" BOT OF SHTG I I I I I I I :; ---L -_I \ L__ PHOTOVOLTAIC SYSTEM SEE PHOTOVOLTAIC$ CALCULATIONS AND NOTESONTHIS SHEET ----' I ' 2T -3" BCT OF SHTG 11:©J @JI 1 ~ --I 32 -10" T.O.W. I/ 318" I FT \ I \ __ PHOTOVOLTAIC SYSTEM_} SEE PHOTOVOLTAICS CALCULATIONS AIN D NOTES ONTH~ SHEET I I I I I I I I I I I I I I I txl . I I I I I I I : I~ I I I I I I PHOTOVOLTAICS: (20331110000) = 2.03 2.0 X 15: 30 PROVIDE 3DKW ACTUAL KW MAY DIFFER AT TIME OF BUILDING PERMIT DEPENDING ON ACTUAL SQUARE FOOTAGE PROPOSED. NONRES IDE NTIAL PHOTOVOLTAIC SYSTEM SHALL COMPLY WITH CARLSBAD ORDINANCE CS-347, SECTION 120.10. 33' -10" T.O.W. / 28' -6" BOT OF SHTG 2~-6~ 28' -115/_s_· B_O_T_O_F s_H_TG~/._ I 29' -3" BCT 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 MAX. 56" GIRDER PER STRUC 33' -6" T.O.W ~ . I ' . 2T -3" BOT OF SHTG 2T -9" BOT OF SHTG ~ : : \ I I li(Q!@ll I • • ROOF CLEAR HE IGHT NOTE u :::, "' >-u, "' w o,_ ~ w ::J < "' 11: Pi 0 0 0 CLASS 'A' ROOF REQU IRED 24' -O" MINIMUM CLEAR HEIGHT ROOF PLAN 118" = 1'-0" co ~ 0 0 I ~ N 0 N 0... 0 Cf) TECH CONTRACTORS ----------- 3575 Kenyon Street Suite 200 San Diego, CA 92110 619-223_1663 DATE: 6-15-2021 JOB NO: CON3 DRAWNBY: DS Revision Schedule # Date Description I I- 0::: 0 <( z Cf) C) M ~ z .... <( -0 0 0 _J 0 -..J :J <( Cl'.) Cl'.) Cf) _J 0::: <( 0 DD4.0 ~ N 0 §j ~ 0 ~ FUTURE MEZZ '-+---------, I I --0 i-----------------,---------J I --------------------------------~ d_._ r-:::_ l ----- lb =: = = 33' -11 314" MEZZ 201 1331 SF WEST COLORED /~ B I I 1-, -.- f----------® f-----© 28' -5 5/8" ' f : ·.. 1·, _-: -,1 · · : · I~ •· · ,- S_COND FLOOR PLAN 1/8" = 1'-0" -', ' -' b ;/; -'i-- ' ' -'i-- b ' 18 -' . -' ' 3 52' -O" 7 -- --\( - ~I "'""" .... ( ---- --------------- - ---- \_ ~ ..... --------------------- "' ' "< ~ ' ' "' - . I /,, ~\__ ' ,,; ' --- I WEST A IA D061'1 2 b 11a-0" EAST ~i"'- \ t::: Fl ,;e -- I I I I LEASE SPACE 3 ~ I ---J_ -- I I ----------J_ ------- I I ---+ -- I I L1E:PA,E4 I "'ll""r'l'T-=--=,.,,=~ I , . -. ' t-· l II I ! I 11 UP i>-11 II I I 1: -·. : J: ·r· }\j I i II II • .-""7'4 I G"-_,.....__.,,._,,.._""'""-"'"-""-"'"":;;._ 1: rT,-rri-rr,-rr 1 ' II II I I I I II I l I I 1: I II I I I t I II I I I I ii I 11 I I I I ! [ ~ 1 I I i! ~ .kltl ~i.. l, ,! s~ l ,! ~i..i. ,b,,z,,,, ..Ii ------------------, I I I I ! I I I i I I ; ---• r= ~ bl !lw1"'-W1,-.w.i; 58' -o· • - ---- --------------- - / ---- ---- • Name FIRST FLOOR SECOND FLOOR 8201 SECOND FLOOR 8202 Grand total ELEC I E1 I '.(VVVVVVV yV 0:: w ~ rn ii: w 0:: i! AAA "' AA ' -I I I I I I I I I I I I L - --' - - ------ ' - I I I I I ; I I I -- I I L - ' - I I I I I I I I I I I I L - I Area 14634 SF 1393 SF 1393 SF 17421 SF . ' ~ ' _/ _/ _/ - b ' "' ~ - ~ ::i '' f-----® -'----® FIRST FLOOR PLAN 1/8" = 1'-0" CO TECH a CONTRACTORS 0 I T"" N 0 N a.. Q CJ). 3575 Kenyon Street Suite 200 San Diego, CA 92110 619.223.1663 DATE: 6-15-2021 JOB NO: CON3 DRAWNBY: DS Revision Schedule # Date Description I 1 I Date 1 I Revision 1 a::i (.9 z -Q ...J -:::> a::i M l-o ..J I l-o::: 0 z CJ) ~ C5 Q <( a::i CJ) ...J 0::: <( () DDS.O L-.-----------------------------------------------------------------------------~------------------------------------------------------~---------~ ~ N 0 N c5 ~ 0 I I LIGHT FIXj"URE SEE E-SHiETS - I I I I -CONCRETE 1lLT-UP WALL PANEL / PAINTED ,, I 314· DEEP REVEAL ~ ,, '\ ~- ' I GLASS CURTAINWALL ~ \ \ I ' E3 . D _l I I I "'a, D ' -' . ' I ' y ------------ I ~ ..._, " I "' ½-, ' .. I . iiJ -E3 I .1 ® ' SEE E-S HEETS / LIGHT FIXTURE I I , I b ' I I I I I -_J -I 3 3 I I "' PARAPET ill.'\ \._ ,I 33' -6" \J I I ' , I I I I I I 1C'JI ,, = ® I 1-MNDOW ...L I I ; I I ' I I 0 , A I - I = ' I \ / -CONCRETE TILT-UP WALL PANEL PAINTED -314" DEEP REVEAL I I I I 7 I I ' D ' ' ' ' ' I ~B~ I ' ' ; ' \ I ' 0 ' I / "' -\~ ,, 0 I I I I "-~ _ _,_,_PARAPET «C\ -x -1-33' -6" \J - T035' = b a-, M EXTERIOR PAINT : PAINT MFR: SHERWIN WILLIAMS "'2> NEUTRAL GROUND SW7568 <v AMAZING GRAY SW7044 <§> GAUNTLET GRAY SW7019 T ILE CLADDING ACCENT WALL TILE: SHIBUSA CREMA PORCELAIN TILES BY ARIZONA TILE. 12"X24" STACKED BOND GLAZING FRAM IN G CLASS I CLEAR ANODIZED .~LUMIN UM -EXTER LI GHT FIXTURES ' ' ' I , I SOUTH -GLASS CURTAINWALL I I SILVER METAUC CONCRETE TILT-UPWALL PANEL PAINTED - I , / 314" DEEP REVEAL. --' ' ' 0 I r 0 I r LIGHT flXTURE SEE EtHEETS PARAPET I 33' -6" I TO35' > ,,;"' v - I l I - I - I D □ ' "' >=-----==i:i4===l~==il=~~=~~==~F===l,,==db="'==h=adalF==iF=~l====ha=d1====ccJ..=...!lc==j====lb=....!t=====b..="==9 02 SECOND I ~ I I l"Elv\NT r ' □ D ~ -J .! I r . ~~ ' I ~--. I Iii ., ' ' ,-7 ' ~~ I I ' ~~ .-' . .. -I \ ' I -I I ' I ~ ' 1 1, ' II: +-... I\ I I' // ______________ ~ ______ :__ _ _ _ _ / _______ -j-___ ~ ________ -------I - -'is ~ --------PROPOSED GRADE/ -//"' , WINDOW ~ METAL FASClA -WINDOW 1lLE CLADDING --' GLASS STOREFRONT SYSTEM - "' APPROX EXISTING GRADE -EAST (c ) {"' I I ~ 7.75" THK (NO REVEAL) I I 9.5"TH ~8.5"THK + wk :.,. ~-"-.J \.-J lJt I I ,r ,-I ,-I TILE CLADDING I =-[ f- -f- f- f- f- I ,· -- I l;l l'J t " ' • ---~ ---- " ' • = ,-L..------'-, ~ ------' ' - ; I , \ ' \ ; \ \ I ' ' ' \ ' I D ' ; I ~. ' I ' I I ' \ ; ' I L 8.5" THK ' WINDOW ~ \. \ GLASS STOREFRONT SYSTE M -I -OPTIONAL METAL SUSPENDED CANOPY ./ -/ I /WINDOW I I I I I ' ' - = GLASS STOREFRONT SYSTEM - A C L METP.L FASClA C I I I ' I ... I ..... ; -' -. ; l - I ~ - I T ' \ - I I-\ - I I l TILE CLADDING -WINDOW r--CONCRETE TILT-UP WALL PANEL 1 PAINTED I / r 314" DEEP REV~L ~ r ---I--+ ~~ ,I T T ,... ' I' I I ' I "' D ' D D D ' Q a-, M ------- = I I = \ I ' ; ; J~ 'I'-r ' , ; T ' '· I ' I ~B~ \ I ' ' l', \ ' ' ' ' ' \_ PROPOSEDGRADEAND \ L GLASS SECTIONAL OVERHEAD DOOR GLASS STOREFRONT I APPROX EXISTING GRADE DOOR L_ METAL SUSPENDED CANOPY = --- I - WINDOW - D -GLASS CURTAINWALL I "' -....i_.l ::k-_.,_,PARAPET .--, -I I ' I - 0 I 33' -6" \J TO35' 02 SECOND __ FLOOR «C\ 1 3' -6" (J 1 FIRST FLOOR ~ O" NORTH ---+ FLOOR --13' -6" ' ~BA7 91 fs.kRST FLOOR ~ O" ( i' +- "' c.o T'"" 0 0 I T'"" N 0 N a.. 0 Cl) ~ ~ TECH CONTRACTORS ----------- 3575 Kenyon Street Suite 200 San Diego, CA 92110 619.223.1663 DATE: 6 -15-2021 JOB NO: CON3 DRAWN BY: OS Revision Schedule # Date Description 11 I Date 1 I Revision 1 I I- 0::: 0 co z Cl) (9 M ~ z I-<{ -0 0 0 _J 0 -..J ::) <{ co co Cl) _J 0::: <{ 0 DD6.0 0 ~L_ ______________________________________________________________________________________ ___,_ _____ _____, L-- LIGHT FIXilJ RE SE" E-SHEETS C ,- ,------CONCRETE TILT-UP WALL PANEL / PAINTED I I "'l' '-'f<- 2 GLASS CURTAINWALL ~ \ D I I I ca :ea I D I ' I I ' ' I I ' I C I I I r LIGHT FIXTURE ------1--SEE E-S HEETS I ' I , D I I I I 7-------------------------------~---• 3 3 I "' "' I 314" DEEP REVEAL 7~ I I I \ "' J ~! I 'I PARA ' I ' I r ' " 33' I ET s \~ 6" p ' ' ' C . . --,.. I t- F -. . \ ,----,,.,,,.,.._--=-,'_ ..,,. ... = . -... I IF=----F-~-.,..,..•T Ee Ee, i'------""" 1 - I I ' ':,,; ~ w . ' ---e----. -·--·-·- D 1 -e D ~ ;,.. --" I~-~~ --~ I ·=• t='=-=--:-lllj ----~---=--=- I "' -·· --, ,., ' ... "·~ ,.,. """ . --· ' ~·--·-· - = ' ····-. = ~-----~------~ --·-•· --""'--·----I I ..---r -' -' / --/ ...__ •• ' I • ,' j 11:NAtfiF I '" . "" I . ~ I II t_J I' --~-_., -• 11-~ :c I --'" !:1 >= "'-$ ' ' I· I ' --l!1 ,. ' ' -'" I ' I 1 I , ' ' ;;:--d C =a== ' 'T" I , ,,,1~ -.. ~-.I ' t= ----ii ' .1 ' r-=,=-.-1 I ----·-----=--~ ' ' --·, .... 1L ... ,- - I / /--1-----t-----"__] =r----I --------PROPOSED GRADE/ ---r -------------------WINDOW __J METALFASCA -W Tl C ING ___j GLASS STOREFRONT SYSTEM APPROX EXISTING GRADE / WINOO LE LADD EAST I 118" = 1 '-0" A t======::::=:1--TILE CLADDING - ~ ~ f-- !ii il I ---• ' • ' --• ' • ' -+---- ,-L-----....l-, ! -T -- = ' ' ' ,DI ' ' ' / ' I , ' I i I I I ' I I I I I LJ I ' I C A I I I I f !ENAH\!i Ji ,'' ' ' ' f·-' .□ ' ' f, ' ' GLASS STOREFRONT SYSTEM - -- ~ CONCRETE TILT-UP WALL PANEL I - I ' 1-' / PAINTED I 3/4" DEEP REVEAL 0 ' I I I Ee I / D I I I ' I ' A I I L--' ._i___E_ARAPET I'\ 'k---x 33' -6" ;;::9' I TO 35'-0 ,=, I ' ,, "' °" ~ ' ' EXTERIOR PAINT : PAINT MFR: SH ERWIN WI LLIAMS 0 NEUTRAL GROUND SW7568 ~ AMAZING GRAY SW7044 <s> GAUNTLET GRAY SW7019 T ILE CLADD ING ACCENT WALL TILE: SHIBUSA CREMA PORCELO.IN TILES BY ARIZONA TILE . 12"X24" STACKED BOND GLAZING FRAMING CLASS I CLEAR ANODIZED ALUMINUM EXTER LIGHT FIXTURES SILVER METAUC C.D """ 0 0 I """ N 0 N 0.... 0 Cf) TECH CONTRACTORS --------- 3575 Kenyon Street Suite 200 San Diego, CA 9211 O 619.223.1663 \ I l(s~ ' I . , I I I - L METAL FASCIA r-- I ' ' • I 0 • 2 GLASS CURTAINWALL f I I "' '-'-" ' ~--·--I I -· --" I - -------- -·~a ---~= ~ ~ --· • -. -, -= .. --I ' .. ---. ' -l < --I" ,,,--==, I ~-~=--.l -~~I .: --,~ -.. . ------·· - ~ - -. -""" . ' . ' -; "----IL [i p a ' I~ I --~ =-/ -· . . , / F ·----I •~-- I i, - ' --· ,. -' ' f-----~' ~ -.. I \ -TILE CLO.DOING -WINDOW ,_ f ---+-I _ _,__ --- I I I I . CONCRETE TILT-UP WALL PANEL PAINTED ,- ~ 314" DEEP REVEAL / I I , = I : I I ----- ell :J I 0 A I r LIGHT flXTURE SEE EiHEETS 0 I I r e --- I ! I --t - -I p C ARAPET ~ 33' -6" TO35'-0 DATE: 6-1 5-2021 JOB NO: CON3 DRAWN BY: OS 02 SECOND Revision Schedule FLOOR 0 13' -6" 'Cl # Date Description ~---~--~-- I 1 Date 1 !Revision 7 <s)i r11 FIRS TFLOOR ~ O" 7 T +-r"K" 0 ~ APPROX EXISTING GRADE ~/w E s T PROPOSED GRADE _/ / WINDOW- 02 SECOND __ FLO-~O"cRcc-!O-- 13' -6" \J co (9 z -0 ....J -::) co M l-o ....I I 1-- 0::: 0 z Cf) ~ c5 0 <( co Cl) ....J 0::: <( (.) I ,-, ----: : : l-~ ~.,.F ==I1= ===j ', '· ~ \- \ I I ~ _Q1 FIRST FLOOR s O" GLASS STOREFRONT SYSTE M - L 8.S"THK , I WINDOW _, \_ OPTIONAL METAL SUSPENDED CANOPY ' \_ PROPOSED GRADE AND GLASS STOREFRONT DOOR - \ I_ GLASS SECTIONAL OVERHEAD DOOR 1-META L SUSPEND ED CANOPY NORTH APPROX EXISTING GRADE DD6.1 z. ·10/1 8/20 2-1 "11 :57 :5 7 AM):\OOPROJECTS\OOCARLS[lAD\CON3\00CURRENT 1/EVIT MODELS\CON 3 SlTE.rvt _ __,.,.-! t _ ' --,~ -,, _: ·_ "7f\ . , _____ l TIJ_] YTTTT\7 = --1 \,\l\_t~''C''''l'~'(\1 !,~ .. i•_ 1¼l1 I LW i --t \\ ',,, ,-~----,,-I I : . \ --j ?t$i, II ti .,~ -1 \\ 1~-t-\1 -1 *,.,.,,.,"'-JJf;"" '! -_-c=1-------------.It:. .t.i ____\ ,/1, ... --; w~· ,,, #,; . ,---~ . bf, :,:---r-r· _ ~ll~rn /"'1',;,j/',"~ ~ I J,kdf----Ji----11-----\1 /; \ 4 ~ '_, :;;,, . ----\174,..----5 !~ C =-? -~ -.\llli~J ~ ;; ~ . "'\\ -~ ~;J r~-,,-q~\LI I 1---,,.:__-. I• l , ijlllil\ .. _, \\ \\ •,1,.J~ j I -" _jt-41 ---,JJ~-11~ 1/ t\\"''IA "'-"'\' :t. ,_;, _.,.,_/~ ij I \\ff ' w II/1 ID"\ 111 Ulll! j I lllfl mmm ! /JJ!I I /I \1illmrdm -!_ /;_ 1-~ IT _l § vj, ).rJ i.....:,,c · '!'1::::::;~.._..0 -~-\ . t -.._"\,......_ " ---:;::::r -,.,,.) . . -_::_7 / () C/) OJ 0 0 ~-;a C Cl. z -1 s· m Ice ;o~OJ m C/) -I .JI Ii I C C en N EW INDUSTRIAL DEVELOPMENT ■ "-> LOT3 CARLSBAD OAKS NORTH I -~ ll 4,2_ ~-1 :;::w)l [ l l -,-, -,,,, ~ "I\ .. 'l 4._,.J._, ..,.. _J✓_11 -; :t.. lb,, i'['::..s,;..:::,;:: ,,, i: rn ,:.. ~ i11 I - I-I II, .,.M .L..M •• I, / "' ,_, r. ~~ _1rnmrr1. _ ~7 /-.I ll i')I/, -1 J I_ --II--,-•--~~ .. ~ lat"'J\¾1 ~ -~ ·-: \ \ ,, ~ ! \, ~'.(1! -·~. ~~. - l ,i 'liiumf,1]/1fi1J/Jll ',-~ / a i.,_,L~ 6 II )1~~ ~ § ) / ) \.. I~ _---, :ief~ ~~;'!!!llilfilrwntlfln- ..... l LI !11.ij --. 1Jlin~un~ . ,? ~ r l fff-M llJ lKlt _ ri.1"1 -~~; 11 1-- .,{;: ? ill IJ\l ~-1-H--tt-tt- •;~✓f s "'~ ~· !11~ ~ ;;!, r Wll.I' f 1-K-fl-H-i-,-,- .1 ,----.~,=---""'"=-- ~ I ~s .~:1 (1 i I ! ielfffT~-t-~ ~ g ' fr,-1~1n-/-" I~ I JIii] r.:i ~ ~, -, " ::='_uJ /I . . . ;!)Ill~-~~ ~ 1-, j M l===1P ~~'!_~ I ~ I II .\\) ~ ~ -= ~~-r_::/ )~) () z OJ 0 0 ~-;a ;a Cl. z -1 s· m Ice ;a ~ OJ m C/) -I ~, ~ ~ co ' N ~ I 'II, - ~ 0 [I) -< m ui 5· ::, 0 (/) m 0 ::,- (/) m 0 ::,, Q. 'S C: 0 m ::, o~ o ~ 0 :,, "' -; :l' z m z q " Ill :-$ '!' 00~ (/) 0 ~ zN wO N ~ I \l~,~~y -· _-: , I}~ [__) / ~ . ml, 11 f1,:4 '!==/!---" I ,------' ~}l ' -~-~i ~-·ti ~- ''\Pr,i}iI :,J~ :h \ · A, \\ VJ,.-..,~ ''!\' ? ,.__,,._,-'>1M====:;=\! \ l /ii U---'----11-t KdJ@ ~•,>\:' 'l ¾,~u~~.~~~~ --1 /1\,'\V).s--! i I i1· 1:i?;. 11-1+ ---, ---»-»-»-»->➔->➔) ~ft'.f l!t _',JG\j\.[N~-~l // A. J ~ I -~. 1r h-~ -1i ~tYJvfl !,~,,, '<'.)";f ~ -t-.,__ ~ ~ -I 1 t _ \JAUJlf 1 :~: --. t -~. , ~r H -[;J !Vti.,,;-">, -.;'-r , //,;-2 "':~, ~I .,ii e, ~ I >'"$ s--' r1r~ .... ./'-tt----1t--»---»---~ ~ ' 1------,, ,,, ---~ • &"~-;l· :__#?~ v.J, ~~-/Hi ~~ .# 1~.p f,(iit} d. -- "]1\l -I ~ I'\ __., ~ _____.r t--~-/\ 'i(~ !-~I ~~~~~ - ~~--' ;::---....__ ~ -, ---n . -"' -.,,,,_ ~ !~1 7~ I -. =. , :--------..._ ,,,, .!. ~ () z OJ 0 0 ~-;o ;a Cl. Z -I 5· m Ice ;am OJ )> C/) -I \ SOP 2021-0016 ,, --1 \-s~-=-----L , c-. r,,> DfA,i, ~ u' ~ ~ z ~ ~ ,, ::::, p "7- C) :...,~ Z:::,. W --i rri ;o ~ 5;; ~() ,,.-t,.) e. ~ .-<' ~~ ' 0~ Hll :>,> ;v, ~ .. \,') ~ [ i ~ 11111111111 N-,N;,;: W ctl O CD ·coo:, N O '< 00 . 0 O') () ::, "i I 111111111111111 (") -i om z (") -I :c 111111 ~ (") a :;a CJ) o-z u.., "' "' :::, t) 0 0 M~ z ~ ocri S! '-' Oz <-(!) 0 (/) =' ~ :::, "' a:, <-0 • , oz oO V) S:2 f-(/) t:d d ~a 00 §: ~ 0 f- 9 > •• u.., ~"' < 00 M N L0 ROOF LEGEND KZ] 30" x 36" STEEL ROOF HATCH by "POTTER-ROEM ER"-SEE DETAIL -+ --j -T ---, + · EQUIPMENT PLATFORM FRAMING ONLY- VERIFY LOCATION . SEE MECHANICAL PLANS AND DETAIL H- _j___l_L_ EQUIPMENT PLATFORM CURB & FRAMING-VERIFY LOCATION. SEE MECHANICAL PLANS AND DETAIL j ®11~ •~•~sooru,m ~~• / -& FRAMING-VERIFY LOCATION . SEE MECHANICAL PLANS AND DETAIL :~~ --- , 14" DU\ WHIRLYBIRD TURBINE VENTILATOR / , BY "LOMANCU' ON ROOF (PROVIDE 16'' MIN. , / CLR TO SKYLIGHTS) -SEE -E&- IX I ~ 1//1 ~- NOTES: SKYLIGHT 4'-0" x 8'-0" SIGNATURE SERIES (AL) (0) (OG) w/ 90% HAZE RATING BY ''SUNOPTICS PRISMATIC SKYLIGHTS" (AAMA CERTIRCATION PROGRAM REPORT# 77953.02-301-44 REV. 2 )-SEE DETAIL SMOKE HATCH DOM E 4'-0"x 6'-0"w/90% HAZE RATING BY "SUNOPTICS PRISMATIC SKYLIGHTS" (Fusble tink rating: 360 degrees F.) SMOKE HATCH SHALL COMPLY wl UL E 331570 ar<I CBC STD 15-7 SEE DETAIL CAST IRON ROOF DRAIN ar<I OVERFLOW COMBINATION. SEE PLUMBING PLANS BY OTHERS FOR SIZES AND DETAIL CAST IRON ROOF DRAIN wl SCUPPER THRU WALL SEE PLUMBING PLANS BY OTH ERS FOR SIZES AND DETAIL WH ERE CROSS-FALL AT LEADING EDGE OF EQUIPMENT PLATFORM IS LESS THAN 114" PER FOOT, PROVIDE CRICKET AS REQUIRED TO DrvERT WATER. CONSULT THE ROOFING MATERLJ\L MANUFACTURER FOR NUMBER AND LOCATION(S) OF CONTROL JOINT(S). FOR CONTROL JOINT DETAIL, SEE 32' -6" T.O.W. 33' -6' T.O.W/ 7 ------r-;::::====================:!±:~ ==-=-==-=-=-=:It~~~· ;===================5rr-- 26'-10~ ~ \ 28' • 8" BOT OF SHTG ~------------------------------------------------------------------------- 26' • 6" BOT OF SHTG ----------------------------------------------- -__ JG. I _____ ~I ~··w~~wc/ ~------r.~-~----------------=~r ----------------~=~----------------=~r -------[\1) ···~ -__,__,__~8 ·· 0 . ----i-l-',11x·--~ -----;'ir"'s(~ ~TOFSHTG I ~ 26' · s• BOT OF SHTG . ·~ 0. 28' · s• BOT OF SHTG \ -~. 26' -10" BOT OF SHT9/ I -------- 26' 10" BOT OF SHTG '- 32' -10" PHOTOVOLTAIC$: (17419/11XXXJ) = 1.74 1.7X 15=25.5 PROVI DE 26KW ACTUAL KW M~ Y DIFFER AT TIME OF BUILDING PER MT DEPE NDING ON ACTUAL SQUARE FOOTAGE PROPOSED. NONRESIDENTLJ\L PHOTOVOLTAIC SYSTEM SHALL COMPLY WTH CARLSBAD ORDINANCE CS-347, SECTION 120.10. ----0 ---® --© -_l-====-~================rF' ==-=---====--=-=m=====~:1:::::======~====================~-9r::: -- -\\34'-0"T.OW. ~ --.-I ~W i ----® I ROOF CLEAR HEIGHT NOTE CLASS 'A' ROOF REQU IRED 24' -O" MINIMUM CLEAR HEIGHT ROOF PLAN 118": 1 '-0" c.o ~ 0 0 I ~ N 0 N a.. 0 Cl) TECH CONTRACTORS --------- 357 5 Kenyon Street Suite 200 San Diego, CA 92110 619.223.1663 DATE: 6-15-2021 JOB NO: CON3 DRAWN BY: OS Revision Sched ule # Date co (.') z 0 ....J -=> co Description M 1-- 0 ..J I l-o::: 0 z Cl) ~ <( 0 0 <( co Cl) ....J 0::: <( (.) DD7.0 0 ~ N 0 N o3 § ~ r to r l\........-=---,1 SECOND FLOOR I C202 I s2· -o· ® ' ' ' ' ' ~ ' ' ' ' ' J SECOND FLOOR C203 ' ' ' ' ' --L =-= 0 204· -o· ' ' ' ' I ' , r I 111 ® ' 56' -o· , I I I I 0 ,(-'----------------------------------------------------------;===--------------------------------------------------;;/-- L------------...J -, s2· -o· hi~""------------------------------,(' LEASE SPACE 8 I s 0 -I , l J I I I ~\~ I I I ' r I I I I L ____________ _J l_.. ____________ _J LEASE SPACE 7 I 7 I ) WEST ~ ~/ EAST (l ! ➔ I I , ,---------, ➔ - I ' I I ._ ____________ ..J '-------------..J 96' • o· LEASE SPACE 6 I 6 I 0 56' -o· Jl 6' -9 112· -,/"---,f<- 1 I II i I . , ' ' 7 I : I :-_____________ ..J ,_ ____________ _; ELEC I E1 I ' ' " 0:: ~ w Cl) 0:: w ' 0:: ii: ~ ' ' ' ' ' 56' -o· , ,, , LEASE SPACE 5 I 5 I 0 -s ,1 . ; -' ~ r1.= = = .I-"T"f .:r : I I I I Ii I I I 1 1 I I I : l t~~=Fi~=Fl~,;;p~~~ I D I I 1 I I I I ! I I I l : i 1 1 1 1 1 i 1 1 1 1 n I I I I ~ l I I I I I I I I 1 ~==.d.=±l::.:£.dd:a.:i:.d.::bff~ ,------- :"-.,;· 'T ' . r •?I I j\ i . *!;,' --. g b g SECOND FLOOR PLAN 118"= 1'-0" 0 0 0 Name Area FIRST FLOOR 24772 SF SECOND FLOOR 1370 SF C201 SECOND FLOOR 1211 SF C202 SECOND FLOOR 26 12 SF C203 Grand total 29965 SF FIRST FLOOR PLAN 118" = 1'-0" 0 co TECH """" CONTRACTORS 0 0 I """" N 0 N a.. 0 (/) 3575 Kenyon Street Suite 200 San Diego, CA 9211 o 619.223.1663 DATE: 6-15-2021 JOB NO: CON3 DRAWN BY: OS Revision Schedule # I Date Description 11 110-08-21 I I- 0:::: 0 0 z (/) (9 M ~ z I-<( -0 0 0 __J 0 -..J ::) <( co co (/) __J 0:::: <( 0 DD8.0 I DD9.0 L---------------------------------------------------------------------------------------------------------------------------------------------'-------------' ---N 0 N o3 -0 b ·~ ,1 ~ ~ I ' ,c:= = :J = _I I- J ~ =, , / / / r,,,, ---- EXTERIOR PAINT: PAINT MFR: SHERWIN WILUAMS 0 NEUTRAL GROUND SW7568 0 AMAZING GRAY SW7044 <s> GAUNTLET GRAY SW7019 TILE CLADDING ACCENT WALL TILE: SHI BUSA CREMA PORCELAIN TILES BY ARIZONA TILE. 1Z'X2~' STACKED BOND GLAZIN G FRAMING CLASS I CLEAR ANODIZED ALUMINUM = I - EXTER LIGHT FIXTURES SILVER METAUC I ' =1 = = = r.1 - I I ~ I ' ' --\-ff \ \ L GLASS SECTIONAL OVERHEAD DOOR I 0 I ' I '--s:'!sc-' . ~r I' i ----i<- a, ' I I I = □ ,I ' ' I I _,.,,--\ , /' / / ' '-,,_ "' 1, ~ \ '' I'-' ' ~ 314" DEEP V-GROOVE 314" DEEP REVEAL 7 ~ ' I I \ = SKEWED WALL _ __,I_ -----+------ OVERHEAD ROLL-UP DOOR, PAINTED ---ii-------i----J::=-------1 • I b~ -----------:------~~ ~.J 02 SECOND ~ FLOOR 13' -6" r• 01 FIRST FLOOR • .,J O" WINDCW 0 '._:)< ' ' = .[ I --10===,;II---,---- ' \ ' I PROPOSED GRADE ~ ~ APPROX EXISTING GRADE ~ = n .I I I I ,i I PANEL C A ' I D D ;J [i' ' ·.- ' ' ----' ' = I . ' rl Lr ,-,~ ,~ J - ,I '- '" r -'js- = -J n / ' ' '\ ' I =. a, co -\~,'-,____ PARAPET -" 33' -6" ~a , / / ' ' -.. -• I I :... ~'k-,, - I Ii ----- = I □ -~\- I I \ PROPOSED GRADE __J L APPROX EX~TING GRADE CONCRETE TILT-UP WALL PANEL PAINTED - \ \ \ ' \ \ \ D llJ ---- - I -------- I METAL PERSONNEL DOOR ---~ I , , /, ' I I l , I - , ' I I / LIGHT FIXTURE SEE E-SHEETS I ' I = [l -- = □ - □ [ \ I \ I I \ = / / / ' ' ' T035' -SKEWED WALL ' I i I I I b --------1--1~-Y-7-~ I I \ bf 01 FIRSl..FLOOR ~ O" ' \__ OVERHEAD ROLL-UP DOOR, PAINTED EAST - / ' 0 -~, ~_PARAPET I) -~ 33'-6" ~ T035' 1 tj==:f~, --TILE CLADDING - I 02 SECOND FLOOR 13' -6" ~ 3W DEEP V-GROOVE I PROPOSED GRADE j ~ APPROX EXISTING GRADE \ 1-WINDCW NORTH /_ I i ' l GLASS SECTIONAL OVERHEAD DOOR = -WINDOW ' n = D D 314" DEEP REVEAL ' / •,-,' 1 .,___,___ METAL PERSONNEL J\======;====;:=======11 DOOR ,''i l-0-i -------------------r ------------~ -~ PROPOSED GRADE ~ L APPROX EXISTING GRADE : ' SOUTH i L 16=--f--JIL' ~ TILE CLADDING GLASS STOREFRONT / SYSTEM ----~ TENANT I . lj I I !' ' 'L METAL FASCIA I = __ PARAPET 33' -6" TO35' 02 SECOND FLOOR 13' -6" t__._01 FIRSI._FLOOR ~-... 011 -----')<- WEST 0 I ~ N 0 N 0... 0 Cf) TECH CONTRACTORS 3575 Kenyon Street Suite 200 San Diego, CA 92110 619.223.1663 DATE : 6-15-2027 JOB NO: CON3 DRAWN BY: OS Revision Schedule # Date Description 11 jl0-08-21 I I-- 0:::: 0 0 z Cf) (9 M ~ z I-<t: -0 0 0 ..J 0 -..J :::> <t: ro ro Cf) ..J 0:::: <t: 0 DD9.0 -L-----------------------------------------------------------------------------------------------------------------------------------------------------L-----------' ~ N 0 N al ~ ~1 ,, - b \ ' L -i-:- e-~----, -=-c -,-, ~=----' ,~----- = ~~-""I ,.,,,,. , -"'".--::0 ~- -- I= r -- -- = ~~-=--= ---I = '---'· ' ---~ s ""= -, --,,,,..,..,.,_, = r -·=----- ~t --'k------- EXTERIOR PAINT : PAINT MFR: SHERWIN WILLIAMS A <..y NEUTRAL GROUND SW7568 0 AMAZING GRAY SW7044 ,,._ <.s> GAUNTLET GRAY SW7019 TILE CLADD IN G ACCENT WALL TILE: SHIBUSA CREMA PORCELAIN TILES BY ARIZONA TILE_ 12'X24" STACKED BOND GLAZ ING FRAMING CLASS I CLEAR ANODIZED ALUMINUM EXTER LIGHT FIXTURES SILVER METALIC ·y ,._ l'----,1 ----.,,_ ,_ ---=~ ~---- =---==-=.: k, --- ~"-- :..---=-=-• , ••-=,-,--• ..,...,.'"=" [] ., --- le,. . . --~ ----- 1:--~ "' c~ -~·-,=fro·-, -- • --- -- ' \ \ L GLASS SECTIONAL OVERHEAD DOOR 0 A I i I ~ I I ~N,AJl.jT "=' I I I -- b~ ,, SKEWED WALL OVERHEAD ROLL-UP DOOR, PAINTED ---"' f-- < "-"- -- -- '{;;- --•' ' ., ---'l<- E3 ' _,,,---,\ ~ ~\ 31(' DEEP V-GROOVE 314" DEE PR EVEAL l -c,c ' i ' E3 -- ---- -= --- -- --____ I I """ I I _J I J j J I -' I I PROPOSED GRADE _J --C ,__ CONCRETE TILT UP WALL PAN"L b \ ,, ,._ PAINTED - \ ,1 ' " \,• \ ,, ~ i" \ I- \ ' \ \ \ I I : ' ' II - -C----- ' -·1 j -1. ,-,-"' ~ ' --I --f---I'< -1------' '\ ' 1"-' -~r-- I \ ' .- t --- - ---~---------a --' ' -APPROX EXISTING GRADE I METAL / ~0-NN_E_L _ ____JI .--UG HT Fl:rnJ RE SEE E-SHEETS I r ""' I ..... □ 11 ----- E3 n ' I I \ ' ' I \ ' I ' \ - "' - ' ' E3 ' I I I \ \ I = ~--~-- ' - I I ,.__ I 1 ' ' X I -- •-· , - ' -' -----• ' I I I I 0 ,-, ' ' 'F SK A PARAPET ~ TO 35'-0 33' -6" EWEDWALL I --------1--r<7--~1 1 I FIRST FLOO~ ~ I \__ OVERHEAD ROLL-UP DOOR, PAINTED "\ --~ 1 -__ PARAPET ID 33'-6" 1::1' - TILE CLADDING 02 SECOND ___FLOOR ~ 13' -6" -'ls-~.I 0 1 FIRST FLOOR ., -O" CIJ ,, EAST 1/8": 1'-0" t METAL PERSONN EL DOOR, PAINTED _J "\\ 314" DEEP V-GROOVE PROPOSED GRADE -~ APPROX EXISTING GRADE \__WlNDOW NORTH !o r:. PARAPET __ ~,--¼,= TO 3S'-O U 33' -6" - /:re) 7.7S'THK I PJ 9.5· THK l (NO REVEAL) ,;;-\ "' I I a, THK j1 ~~~~USPENDED \_'k (\,l I --=---r---___ -·, -~~--+!---------+_,---~ WlNDOW -\ I I ' 02 SECOND :...ra./111\---------"FLOO~R~_ •.J 13'-6" ~ 01 FIRST E_LOOR O" ' = --. "f--__ ·•---------- WlNDOW ~-/----PANEL ------1 .□ "-------- - I --- \ \_ GLASS SECTIONAL \ OVERHEAD DOOR \_ GLASS STOREFRONT DOOR ... ... , n , I \ --- C • \\ , . r ""' CONCRETE TILT-UPWALL PAN EL PAINTED 7 l A 314" DEEP REVEAL / I / j --------- PROPOSED GRADE _/ \ L APPROX EXISTING GRADE ' ---- --- ----+--METAL PERSONNEL DOOR 1/8" = 1'-0" SOUTH F• .,_ ____ ~ ------li==aa\tcc=====1""""'"""'"'r"""''iF"'"iF....,,,"'""t==='===~'---=r---, F-= lb------~=::t---'0 ,c--•.· "._,_, --- 1,_.----=-.;,:;;j ---_ _____, -------1--------~ -----~-----=-~~~~~Er=· .,.,...., --~~ ---:a-..----~ -~"-""'"" ~--~~- ~ I L ' -. ' Ii -' I ' --e-.--- I 02 SECOND FLOOR~ 13' -611 I I II ~ TENANT -, ' , ' ' ' ' ' --' PROPOSED GRADE _j \_ APPROX EXISTING GRADE I l OPTIONAL METAL / CANOPY -\-WlNDOW '--'-- ~ t::;; '--'-- TIENAITT Ii I -' ,_ '--' I~ ' tJ --,- ~ TILE CLADDING 1i / GLASS STOREFRONT SYSTEM ----- r I \ I TENANT \ I \ ' I '-' ' ' ' ' \ ' ' ' I ' , --I -- L METAL FASCIA r ,-~"-..- ~01 FIRSI_FLOO~ ~ -------------'k WEST 1/8" = 1'-0" c.o .._- 0 0 I '"" N 0 N a.. 0 Cf) TECH CONTRACTORS --- 3575 Kenyon Street Suite 200 San Diego, CA 92110 619,223 .1663 DATE: 6-15-2021 JOB NO: CON3 DRAWNBY: DS Revision Schedule # Date Description 11 l10-0B-21 I I- 0::: 0 0 z Cf) (9 M ~ z I-<( -0 0 0 __J 0 -..J :::> <( en en Cf) __J 0::: <( 0 D09.1 ~ 0 ~L----------------------------------------------------------------------------------------------------------------------------------------------------'-------------' n ' " ·C ;;,: '. 1_ ,------------, I I 02 c:::......=.:: =- \ co ~ 0 0 I ~ N 0 N CL 0 Cf) Building C NORTHWEST CORNER Building C SOUTHEAST CORNER Building C SOUTHWEST CORNER TECH CONTRACTORS ------- 357 5 Kenyon Street Suite 200 San Diego , CA 92110 619 .223.2865 DATE: 6-15-2021 JOB NO: CON3 DRAWNBY: DS Revision Schedule # Date Description 11 ll0-08-27 I I-z w ~ I CL I- 0 O'.'. 0 ~ w z > M Cf) w ~ 0 I-<( ~ 0 <( 0 0 -O'.'. ..J <( I-co Cf) Cf) ::) ~ 0 O'.'. z <( s 0 w z DD9.2 ~ ~ ~ N 0 N oj ~ a 33' -2" T.O.W. 28'-8" BOT OF SHTG •-;1/: ' p1/ : // : • I ·, I I I • "-~ ••~oornei, I / I • I I :0 I I I I I I I I I I I I I I I I I I I I I I I LINE OF RIDGE 3() -6 112" BOT OF SHTG I , j I ! 1 I I 3/8' I FT I I I I X • I -- 28' -2' BOT OF SHTG ll@i ©JII:\ I L_ __ _ I I I I ~ I I I ~ I I ~ ' 28' -10 3/8" BOT OF SHTG ---1 I I I 28' -7 3/4' BOT OF SHTG ~ I I 28' -5" BOT OF SHTG I ' 28' -2' BOT OF SHTG ,-- I I I I I I I • --1 -1\ i \ 28' -8' BOT OF SHTG I I I I I ,,-,/,/'-;·:,,,, V'-Y'-/,/'J ' ' >i -·-,_, /)' > ;<J i I I I I _______,..____ I ~ I 28' -8' BOT OF1SHTG I ,~---< T IX li©J©Jl 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 28' -2' BOT OF SHTG : 28' • 2" BOT :OF SHTG I / 1/ , •-I/ I l©©Jll1 I .L -'--e-I I I 3:, -6' T.O.W. / ' I I I I I I I I I I I I I I I I I :; r•r - ROOF LEGEND □ 3(1', 36" STEEL ROOF HATCH by "POTTER-ROEMER"-SEE DETAIL EQUIPMENT PLATFORM FRAMING ONLY- VERIFY LOCATION SEE MECHANICAL PLANS AND DETAIL EQUIPMENT PLATFORM CURB & FRAMING-VERIFY LOCATION. SEE MECHANICAL PLANS AND DETAIL MECHANICAL EQUIPMENT, PLATFORM & FRAMING-VER IPY LOCATION. SEE MECHANICAL PLANS AND DETAIL 14" Ou\. WHIRLYBIRD TURBIN E VENTILATOR / BY "LOMANCO" ON ROOF (PROVIDE 18" MIN. . / CLR TO SKYLIGHTS)-SEE -$- IX I ~ SKYLIGHT 4'-0", S-0" SIGNATURE SERIES (AL) (0) (OG) w/ 90% HAZE RATING BY "S UNOPTICS PRISMATIC SKYLIGHTS" (AAMA CERTIFICATION PROGRAM REPORT# 77953.02-301-44 REV. 2 )-SEE DETAIL SMOKE HATCH DOME 4-0'x 8'-0" wl 90% HAZE RATING BY "SUNOPTICS PRISMATIC SKYLIGHTS" (Fu~ble link rating: 360 degrees F.) SMOKE HATCH SHAUL COMPLY w/ UL E 331570 and CBC STD 15-7 SEE DETAIL NOTES: CAST IRON ROOF DRAIN and OVERFLOW COMBINATION. SEE PLUM BING PLANS BY OTHERS FOR SIZES AND DETAIL CAST IRON ROOF DRAIN w/ SCUPPER THRU WALL. SEE PLUMB ING PLANS BY OTHERS FOR SIZES AND DETAIL WHERE CROSS-FALL AT LEADING EDGE OF EQUIPMENT PLATFORM IS LESS THAN 114" PER FOOT, PROVIDE CRICKET AS REQUIRED TO DWERT WATER. CONSULT THE ROOFING MATERIAL MANUFACTURER FOR NUMBER AND LOCATION(S) OF CONTllOL JOINT(S). FOR CONTROL JOINT DETAIL, SEE •--T -1\ I I \ 28' -8' BOT OF SHTG I . , I I I ! I I I I I I I I I I I I ~ ~--' -------.i_---------I I I 28' -8' BOT OF SHTG I -.L X X -r -~ li©J@II\ I I I I I I ~ I ~ I I I I I I I I I --, ! 28' -2" BOT OF SHTG ' PHOTOVOLTAICS: (29965/10000) = 2.99 3.0 X 15 = 45 PROVIDE 45KW ACTUAL KW MAY DIFFER AT TIME OF BU ILDING PERMIT DEPENDING ON ACTUAL SQUARE FOOTAGE PROPOSED NONRESIDENTu\L PHOTOVOLTAIC SYSTEM SHALL COMPLY WITH CARLSBAD ORDINANCE CS-347, SECTION 12010 rx . -,---•--' 0 :\ ' l©J~II I I 28' -2' BOT OF SHTG 28' -8' BOT OF SHTG / 28' -8" BOT OF SHTG I \~---+-I - I I I I I I I I ~I I I I I I I I I ' I ' ' ,;<5: I I I I I I I I I I I I I I I ~ I I I I I I I I PHOTOVOLTAIC SYSTEM I ROOF SEE PHOTOVOLTAICS I HA: TCH ~ CALCULATIONS ANO f LJ -'°'!"""IB 7~ : 10 I ~:x+-.t~:f..,',--:x'=/~+- 1 ~ • 1 • ·x_ . •.J•J,A;,/",/ , "( ~· ,j( "" ,._ / I 0 w :I: g a. 0 , 'v·, . ''!,'' v · -r ·-01>\' ·I✓• I ~ -(;r:. , ... x<">,<X"><1X-~ 'vi· . "' "", .,,. / ,_, ', ✓./,,-,/ ~w I I I ~ I -~--.J._..---"" !~ :I J I I I I I I I I I IV'J/"-'-:._.",•,/ • ./''-.._,·' . )"!)./~ /~. >'\; ·,} y 'r," ., . ·<l'· ';,i ;' >, i < )i 1'/'-/'-J' A / <I ' X'l>(X)<X · ,,.t,·-r.... . .• ,~ V'./'~/',/'-,A/,. I I 28' -81/4' BOT 0 ~ SHTG I 28' -2' BOT OF SHTG In ll©J @11:/ __ ---1... ___ ._! _ : -•--__L I -- ,_ I I I 3/8"/FT I I i I I I I I LIN E OF RIDGE I 1 I I I I , I I 3/8"/FT I I I I I I I I I l wl I I : 0 : I I I I I I I I I I l ~I I I : 0 : I I I I I I I , r_(;@eg j .. -. -'- \\ 34' -6' T.O.W. --- ' s -._,,,AA',,/1 . ,x.J){ , /1 ·.;·<><:XX)(1, -',:'.>. / .. ;,t)( );'. ~., ' 'BOT OF SHTG ' . . (-. > . . . ✓ ·l' I)\ ,, ' ,,, ,.., ; ' ·, ' I I I I I _______,..____ I ~ w 29' -11/4' BOT OF SHTG n : l0J : : 28' • 10 3/8' BOT ~F SHTG ' 28' -10 3/8' BOT OF SHTG W-8'BOTOFSHTG ;/ ROOF CLEAR HEIGHT NOTE 24 ' -O" MINIMUM CLEAR HEIGHT CLASS 'A' ROOF REQU IRED I I • 0 <.> =, "' ,- "' "' w a. ~ ~ l(l 0 w :I: V is: 0 ROOF PLAN 1/8" = 1'-0" co T""" 0 0 I T""" N 0 N (l_ 0 (j) TECH CONTRACTORS --------- 3575 Kenyon Street Suite 200 San Diego, CA 921 10 619.223.1663 ~",,\:,O Af/c1-;/ !::'<,; -\--1:,\-\NE!,t ~ -..I ~ ~,..-\ " -u., ~ 'O" a No.C8718 :::r:: * ~ Ren. 2128/21 ~ -r,,. ---------,f ~ Op CJ\'-\ ~O DATE: 6-15-2021 JOB NO: CON3 DRAWN BY: DS Revision Schedule # Date Description I I-er: 0 0 z (j) (9 M ~ z I-<i: -0 0 0 _J 0 --I => <i: co co (j) _J er: <i: 0 DD10.0 ~ ......... L_-----------------------------------------------------------------------~=---------------------------------------------------------------------'-----------__J ------ ---------20 19 WHIPTAIL LOOP 18 EX. 8" PVC SEWER ------- R/W I : UTILITY NOTE TH£ LOCA TIONS OF UT/UT/£5, IF ANY, SHOWN ON THIS PLAN AR£ G£N£RATED FROM R£COROS PROVIDED BY UTIUTY/GOV£RNING AG£NC/£S AND/OR FIELD DA TA COl.1£CTED OUR/NG TH£ SURVEY. TH£ PLOmNG OF UTIUT/£S ON THIS PLAN DO£S NOT CONST/TUT£ A GUARANT££ OF TH£/R LOCATION, 0£PTH, SIZE, OR TYP£ EASEMENT NOTES ., @ ABIJTT£R'S RIGHTS OF INGRESS &-£GRESS TO OR FROM WHIPTAIL L/Jop HAV£ B££N R£L/NQUISH£D. R£CORD£D NOVEMBER 23, 2004 P£R MAP NO. , 14926. ® EXISTING EAS£M£NT TO SOG&-£ FOR UND£RGROUND £L£CTR/C &-crn1uNJCATION FAC/UT/£5 &-INCIDENTAL PURPOSES, R£C. 10/20/2006, DOC. NO. -1io6-0746425 O.R. (NOT PLOTTABL£) . CONSTRUCTION NOTES G) CONSTRUCT 6" PCC CURB P£R SDRSD G-1. @ CONSTRUCT 7.5• PCC PAVEMENT OVER 95% COMPACTED SUBGRAD£ 50/L, HEAVY OR/V£ AISLES (P£R SOILS £NG/N££R). @ CONSTRUCT 6.5" PCC PAVEMENT OVER 95% COMPACTED SUBGRAD£ SOIL, PARKING STALLS (PER SOILS £NG/N££R}. @ CONSTRUCT PCC SIDEWALK P£R SDRSD G-7. @ CONSTRUCT 3.0' CURB OPENING W/SPL.ASH PAD P£R DETAIL SHfil 2. @ CONSTRUCT SING/.E TYP£ A P£D£STRIAN ACCESS RAMP W/TRUNCATio l)()J,(£5 P£R G-27 &-G-JO (SDRSD} &-DETAIL SH££T 2. (z) CONSTRUCT DOUBLE TYP£ P£D£STRIAN ACCESS RAMP W/TRUNCA T£D DOMES P£R G-30 (SDRSD} &-DETAIL SH££T 2 @ SA IICUT &-R£MOV£ £XISTING CURB ct GUTTER AND SIDEWALK. CONSTRUCT ALL£Y TYP£ DRIVEWAY P£R C.O.C. GS-20. (APPLICANT TO PROC£SS AN ACC£SS R£MANDMENT TO R£LOCAT£ ACCESS POINT TO SIT£). . ® SA IICUT ct R£MOV£ £XISTING DRIV£WA Y. CONSTRUCT CURB ct GUTTEk AND SIDEWALK. @) CONSTRUCT 6" PCC CURB &-GUTTER TYP£-G P£R SDRSD G-2. @ R£MOV£ £XISTING RISER, 24" HOP£ STORM DRAIN ct PLUG TH£ W£STS/DE WALL OF TH£ SDCO. @ CONSTRUCT 36"x36" CONCR£T£ CATCH 84S/N. @ CONSTRUCT TYP£ A-4 STORM DRAIN CLEAN OUT P£R SDRSD D-9 (PVT}. @ CONSTRUCT WING TYP£ HEADWALL FOR 18" DIA. PIP£ P£R SDRSD 0~34 (PVT). @ INSTALL RIP-RAP ENERGY DISSIPATOR P£R D-40, L=5.0'xW=5.o; TYP£ 2 ROCK CLAS.S; 1' THICK OVER G£0T£Xlll£ FILTER FABRIC. @ UN£ OF SIGHT P£R SIGHT DISTANCE DS-20A DPW DESIGN STANDARds. 36' 10' 26' f 72' I 26' 36' 10' R/W : I I 4.50' 5.50' I 5.50' 4.50' I EX. P.C.C. SIDEWALK ' I I (2%) (2%) - EX. CURB &-GUTTER EX. CURB ct GUTTER WHIPT AIL LOOP LOOKING NORTH NOT-TO-SCALE BENCH MARK EX. P,C.C. Sl~LK SDP 2021-0016 FEB O 3 2022 VICINITY MAP CITY OF CARLSBPCIDY OF' OCEANSIDE PL,\NN!NG ::::tVIS!OIIGHWAY PACIFIC OCEAN AVf. CITY OF' ENCINITAS SOURCE OF TOPOGRAPHY VICINITY MAP NOT TO SCALE T.B.M. PG. 1127, G-1 CITY OF' VISTA -~ <R, CITY OF' ,.__..,LI SAN MARCOS TOPOGRAPHY SHOWN ON THESE PLANS WAS G£N£RA TED BY REID SURVEY METHODS FROM INFORMATION GATHERED ON 11105 20-2Q_ BY SPEAR & ASSOCIA7ES, INC. • TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PRO.ECT LOCA110N THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 209-120-02 THE CAUFORN/A COORDINATE INDEX OF THIS PROJECT IS: N 1994 £_,.62.,.5aa2~-------- LEGAL DESCRIPTION: LOT 3 OF CARLSBAD TRACT NO. 97-13-01 CARLSBAD OAKS NORTH LOCATED IN TH£ CITY OF CARLSBAD, COUNTY OF SAN Ol£GO, STAT£ OF CAIJFORNIA, ACCORDING TO MAP THEREOF NO. 14926 FILED IN TH£ OFF/C£ OF TH£ COUNTY R£CORD£R OF SAN DIEGO COUNTY, ON DECEMBER 15, 2004. GENERAL NOTES: 1.) ASSESSOR'S PARCEL NUMBER: 209-120-02 ·-•· --· · · -2.) L6T AREA: 225,775 SQUARE FEET/ 5.18 ACRE (GROSS) LAND USE: G£N£RAL US£: PLANNED INDUSTRIAL , ZON£ P-M SPECIFIC PLAN: SP211 -CARLSBAD OAKS NORTH SERVICES: WA T£R: CARLSBAD MUNICIPAL WATER DISTRICT · SEWER: CITY OF CARLSBAD SCHOOL: CARLSBAD UNIFIED SCHOOL DISTRICT USE: BUILDING COVERAGE: SE£ ARCHITECTURAL SITE PLAN FOR INFO. BUILDING A = 20,330 SF BUILDING B = 17,419 SF BUILDING C = 29,965 SF PROJECT ADDRESS: LOT J, WHIPTA/L LOOP CARLSBAD, CA 92008 PROPERTY OWNER: CARLSBAD OAKS NORTH VENTURES LP. ADDRESS: 3575 KENYON STR££T, SUITE 200 SAN DIEGO, CA 92110 CONTACT: DEAN SMITH @TECH CONTRACTORS PHONE NO: (619) 223-1663 REFERENCE DRAWINGS: DWG. NO. 415-9 *EARTHWORK QUANTITIES: CUT: 5300 CY RLL: 5300 CY IMPORT: 0 CY EXPORT: 0 CY REMEDIAL: 3,120 CY * THE QIJANTIT1£S OF CUT AND FILL SHOWN HEREON W£R£ CALCULATED USING REASONAB/.£ ENG/N££RING METHODS. TH£ QIJANTIT1£S AR£ FOR US£ IN CALCULATING TH£ F££S AND BONDS R£QIJIR£D BY TH£ PUBUC AGENCY: THEY AR£ NOT TO 8£ USED FOR JOB BIDDING PURPOSES. ACTUAL QIJANTIT1£S AblY VARY OU£ TO FACTORS SUCH AS SHRINKAGE OR SW£LL. RETAINING WALL BACKCUT R£QIJIR£M£NTS AND TH£ RECOMMENDATIONS OF TH£ SIT£ SOILS REPORT. CITY OF CARISBAD ENGINEERING DEPARTMENT CONCEPTUAL GRADING PLAN FOR: LOT 3, WHIPTAIL LOOP CARLSBAD, CA 92008 DRAWING NO. C-1 , , _ _ J2q._ Q() fS! i . ,_ -----------------------------·----------------------- v----v- \ NOTE: CROSS SLOPE a-~ LANDING AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION PIANTING OR OTHER NONWALKING SURFACE .--rl'--;---._ +-+-++ ++, -+-:::}--+---r 1 1'6 .. -¼,jt -+-. +-~e'~ti NOTE: SURFACE WILL REQUIRE 35• ~¥l', SECTION OF TRUNCATED DOMES IF ,.... -, TRAVEl. ADJOINS 'IEHICUIAR I J::=! \ FIAT TRAmc WAY, SEE PIAN \ 1±.l ":l_ , / SYMBOL ON PLANS --SINGLE TYPE PEDESTRIAN ACCESS RAMP NOT-TO-SCALE NOTE: CROSS SLOPE OF LANDING AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION NOTE: SURFACE WILL REQUIRE 36" SECTION OF TRUNCATED DOMES IF TRAVEl. ADJOINS VEHICULAR -----, FIAT TRAfflC WAY. SEE PIAN SYMBOL ON PLANS--( ? l➔I &--1? 1 ' -----✓ DOUBLE TYPE PEDESTRIAN ACCESS RAMP NOT-TO-SCALE COREORIIL KEYHOLE TYPE OPENING FOR MAINTENANCE PLATE REMOVAL WITHOUT REMOVING THE BOLTS 12x12' PLATE -..i--½x4" STAINLESS STEEL WEDGE ANCHOR BOLT ¾ • T/1/CK GALVANIZED MAINTENANCE PIA TE ,,-, -" EPOXY SEAL TO CATCH / • ~\ BASIN INTERIOR WAIL .., t;: ,,_ --i-6• Dt1. PERFORATED 8 ~-1] 8 PVC UNDERDRAIN \ ~ CONNECTION (EXTERIOR} OR/ACE DRILLED T/1ROUGH MAINTENANCE PLATE @ UNDERDRAIN CONNECTION. A= 1.68~ B= 1.59' MAINTENANCE PLATE DETAIL ATTACH TO 1/vTERIOR INLET WAIL OF 36x36' CATCH BASIN SDP 2021-0016 UTILITY NOTE T/1E LOCATIONS OF UT/UT/ES, IF ANY, SHOWN ON T/1/S PLAN ARE GENERATED FROM RECORDS PROVIDED BY UTIUTY/GOVERNING AGENCIES AND/OR REW DATA COI.I.ECTED DURING THE SUR'IEY. T/1E PLOmNG OF UTILITIES ON THIS PLAN DOES NOT CONSTITUTE A GUARANTEE OF THEIR LOCATION, DEPTH, SIZE, QR TYP£ EASEMENT NOTES @ ABUTTER'S RIGHTS OF INGRESS & EGRESS TO OR FROM WHIPTAIL LOOP HA'IE BEEN REUNQUISHED. RECORDED NOVEMBER 23, 2004 PER MAP NO. 14926. @ EXISTING EASEMENT TO SDG&E FOR UNDERGROUND ELECTRIC & COMMUNICATION FAC!UTIES & INCIDENTAL PURPOSES, REC. 10/20/2006, OOC. NO. 2006-0746425 O.R. {NOT PLOTTABLE) CONSTRUCTION NOTES G) CONSTRUCT 6' PCC CURB PER SDRSD G-1. @ CONSTRUCT z5• PCC PAVEMENT 01/ER 95% COMPACTED SUBGRADE SOIL, HEAW DRl'IE AISLES (PER SOILS ENGINEER}. @ CONSTRUCT 6.5" PCC PA'IEMENT 01/ER 95% COMPACTED SUBGRADE SOIL, PARKING STALLS (PER SOILS ENGINEER). @ CONSTRUCT PCC SIDEWALK PER SDRSD G-7. @ CONSTRUCT 3.0' CURB OPENING W/SPLASH PAD PER DETAIL SHffi 2. @ CONSTRUCT SINGLE TYPE A PEDESTRIAN ACCESS RAMP WjTRUNCATED DOMES PER G-27 & G-30 {SDRSD} & DETAIL SHEET 2. 0 CONSTRUCT DOUBLE TYPE PEDESTRIAN ACCESS RAMP W/TRUNCATED DOMES PER G-30 (SDRSD} & DETAIL SHEET 2. @ SAWCUT & REMOI/E EXISTING CURB & GUTTER AND SIDEWALK. CONSTRUCT AILEY TYPE DR/1/EWAY PER C.O.C. GS-20. (APPUCANT TO PROCESS AN ACCESS REMANDMENT TO RELOCATE ACCESS POINT TO SITE). ® SAWCUT & REMOI/E EXISTING DR/I/EWA Y. CONSTRUCT CURB & GUTTER AND SIDEWALK. @) CONSTRUCT 6" PCC CURB & GlllTER TYPE-G PER SDRSD G-2. @ REMO'IE EXISTING RISER, 24" HOPE STORM DRAIN & PLUG THE WESTSIDE WAIL OF THE SDCO. @ CONSTRUCT 36x36" CONCRETE CATCH BASIN. @ CONSTRUCT TYPE A-4 STORM DRAIN CLEAN OUT PER SDRSD D-9 (PVT}. @ CONSTRUCT WING TYPE HEADWALL FOR 18' DIA. PIPE PER SDRSD D-34 (PVT}. @ INSTALL RIP-RAP ENERGY DISS/PATQR PER D-40, L=5.0'xW=5.0; TYPE 2 ROCK CLASS, 1 ' THICK OVER GEOTEXTILE ALTER FABRIC. @ UNE OF SIGHT PER SIGHT DISTANCE DS-20A DPW DESIGN STANDARDS. @ 25'x25' SIGHT DISTANCE TRIANGLE. NO OBSTRUCTIONS INCLUDING LANDSCAPING 08 WALLS IN THE VISIBIUTY AREA SHALL EXCEED 30' IN HEIGHT. @ REMO'IE EXISTING WATER SERVICE & VALi.f; INSTALL BUND FLANGE TRENCH RESURFACING PER W-2 (C.M.W.D.} @) REMO'IE EXISTING TREE & SIGN. @) EX. 2• DOMESTIC WATER SERVICE PER DWG 415-9, INSTALL 2• BACKFLOW PRE'IE/vTER PER W-20 (C.M.W.D.) @ INSTALL 6" PVC SEWER LATERAL 02.0% MIN. INV{303.45±} @P.O.C. TRENCH RESURFACING PER GS-25 (C.O.C.} @ UM/TS OF 2• GRIND AND 01/ERLAY. ~ 1 0 I * MINIMUM CURB DEPTH IS 12 INCHES; CURBS SHOUW BE VERTICAL ElBOW DOWELED TWO FEET INTO ADJACENT PCC PA'IEMENT WITHIN 10 FEET OF THE BIOALTRATION BASIN. 3• HARDWOOD MULCH MAl/vTENANCE CLEAN-OUT CATCH BASIN EMERGENCY 01/ERFLOW STORM DRAIN STENCIL SD-13 -· ; , 3.00'(MIN.) BENCf/ I WHEN NEXT TO A SLOPE :,i,,,'-""'-:J,-- 'AMENDED SOil (K=5 IN/HR @40% POROSfTY . ii i· __ · f:;1~~F~:0Ji~~;g;E~-"'tl (ASlM NO. 8} LA YER @ 40% POROSITY , , • IMPERVIOUS MEMBRANE (PER SOILS ENGINEER) MIN 24-Mll POLYETHYIBIE .• UNER SIJCH AS WEST[JIN ENVIRONMENTAL /~NERS AQUA 24 (OR EQIJIVALENT) ~ , SfAMS HEAT WEL!JlD. llE EN11E > ~ouTFALL TO sroRii ' .· DRAIN srsTEM ;a: ,;::, ~~ ' ffi :i'l~ <:, c:: BASIN TOP (MIN,) {TO REMAIN CLOSED AT All TIMES} 6' MIN. FROM F.S. OF BASIN 6" P.C.C. CURB PER SDRSD G-1 % MIN. TYPICAL DETAIL & OUTLET CONNECTION NOT-TO-SCALE BENCH MARK DESCRIPTION: 2" DISK IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT RO. JOO FEET WEST OF MELROSE DR. 3.0' CURB OPENING WISPLASH PAD DETAIL TYPICAL DETAIL - NOT-TO-SCALE .., 20 10 0 20 40 SCALE: 7" = 20' PLANS PREPARED BY: 60 SPEAR & ASSOCIATES, INC. CIVIL ENGINEERING & LAND SURVEYING 475 PRODUCTION STREET, SAN MARCOS, CA 92078 PHONE (760) 736-2040 FAX (760) 736-4866 WWW.SPEARINC.NET CITY OF CARLSBAD ENGINEERING DEPARTMENT CONCEPTUAL GRADING PLAN FOR: DRAWING NO. IDT 3, WIIlPTAil.. IDOP STAMPED "GPS CONTROL POINT 2002" PT. NO. 71 PER RECORD OF SURVEY 17271. CARLSBAD, CA 92008 C-2 LANDSCAPE CONCEPT PLAN (,0 \ Water Conservation Plan and Fire Protection Plan for: 0 0 I arls aks North Lot Carlsbad, CA 92010 WHIPTAIL LOOP --·--· ;--,-..,,. I .-•- :~ 0M,.~,,-,~--=~~= -»~m ~.;;.;.=~<><=• ~<::"=~!'""'' .-::~7~~,., .c.~-;:;-;,y,=1c::3-=-~~Z ... -:::--:-:_.,.,:::~.,.:::::;:; ~ ,;,.-;:;;:::,,.,-,-,_~"=-"">"=":" ~l"~;';_~,, • ( '~=o~-•~w1'7"=~=0 ,.:::;"·\'.:~• >""\;:~~ ::....,,.. • -• •'.-;•• ,":"'""."' --.,~c=~•"~"'-~"""""~"'"~-•,,n~w. ·--.... ~-:~/;(.,. ---~----~--(~•· ·, -~",////Y// •• :-~----~--~~~~-.~,!-• ,----., ·, . ,.,,,?J::lff~·]c1H\ ~ ~ . ',~~ ---·~--~~ ~~ PL . .( ~~ · -r~ -;~~---___ ,,__ ~--A.I. .. ,."". __ "' ____ ->-~-:-~--:·i~-"-' .. -.I _:: · , ...... ~--" \ __ .-.. . i ----------------------- ··· .. ·'·'~~(%,,-_ ; ,;,-~,a...._,,~="-,=,,-.,,=-"-"==-t=4~~ j ~ ·.04'. I / ' _,_, ' ' :1 ~ )_ ;~_, I : ' ,: ' ' .. ,~ . l I . • , I , t ' _j --...!. f ~'f:;0'/,,;;c,',<% ', ,_ ---. -----. BUILDING 'C' FF= 323.00 PE= 322.29 BUILDING 'B' I. i I 1-1 ! • r I J J . I _J ._, L. ," FF= 322.50 PE= 321.79 -IT I I - / J J I I ~ Ii r I y I ---~,:·/"l I ! L. ! ! ,, I --' '-,. " ~ . l -i . ·, ··-, .. , .. 1, -\, ~ ) ., North I I Key Map Not To Scale Statement of Plan Preparer: "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. Howard, President Howard Associates, Inc. Date BUILDING 'A' FF= 321.50 PE= 320.79 \ N 0 N Cl. 0 ~ ,,-•. . FEB O 3 2022 ',-.,~ . -, :::.· -~---; Cf) VICINITY MAP WHIPTAIL LOOP ____ _,,_ S\TE CARIBOU CT f ~AAOIS ~\/E Sheet Index SHEET SHEET TITLE 1 Title Sheet 2 landscape Concept Plan 3 Planting legend & Hydrozone Exhibit 4 Maintenance & Water Conservation Exhibits 5 Fire Suppression and Parking Area Exhibits TOTAL LANDSCAPE AREA SITE AREA: PROPOSED LANDSCAPE AREA: Proposed Patios and Walks Proposed Landscaping TOTAL PERCENT OF SITE LANDSCAPED: 225,714 S.F. 5.18ACRES 15,490 S.F. 70,855 S.F. 86,345 S.F. 38.25% PLANS PREPARED BY: Howard Associates, Inc. 1951 Fourth Avenue, Ste. 302 San Diego, CA 92101 Phone: (619) 718-9660 n North Not To Scale DATE * -"' "' N • - Q ~ ~ 0 l: w ...J I- I- I-w w J: (J) w z <( z I- (.) LlJ -, 0 0:: 0.. DATE, (I.) 0 \0 I-< \0 w. ;:J O'> I CIJ ...., ,--{ ~ (.) I'---(I.) O'> ,--{ ...., \0 ~ -..... ..c: ,--{ <t: (.) 0 ,--{ I-< N O'> 1----1 cd -:i::: CJ u (I.) . 0 0.. b/J <l) . .., 0 cd 0 (.) ~ Cii r/;J r:/1 w. "'O N 0 ~ Cl) w. cd <l) ..., r:/1 ...... . <t: . <l) ::, -:i::: .i:: ..., h ;::l 0 i::c. ,--{ Lf) O'> ,--{ +-' Q) Q) .c (f) Q) -+-' ·-I- (I') +-' 0 0 _j T"" .c 0.. 0 t:: ON 0 0 0) z _j <( Cl) -(.) ~ rn rn - 0 Q. -r;; ·-rn .c ..0 -r;; s Cl) rn .... ..0 rn Cl) (.) .... rn (.) 1/11/2022 JH/BG JOB NUMBER, 20190 FILE, REVISIONS, 1 OF 5 SHEETS w Existing Street Light (typ.) Existing Sidewalk Slope Trees to screen view of Building Overhead Doors from Whiptail Loop Sewer Main Domestic Water Mains Reclaimed Water Main -~:=-_= _·~ _,-,,_--·-_··· _-_---_··:__:_"' __ :_::::..::_..:::.::·:r ,c•~-~,-a,.,,,,.,=j"'"' ,,•=""'"~"•'"'"'~m,,S,n, ,,;r,,"-='.>.."""'""""""'"-'''""-''"""~C•~,,,c;•,,,,,•=r,;-;;;\i;)•,>','; ,>."S'=SC • ,...,_,,,,.,,_, Carlsbad Oaks Norlh Ph. 2 Lo/24 Existing Street Trees (5 Koelreuteria spp) and Parkway Ground Cover (Trachelospermum jasminoides) to remain. Ex. Reclaimed Water Meter and Controller for Lot 3 to remain, per As-Built Irrigation Plans, City of Carlsbad Dwg. # 415-9L. ___________________________________________ Pi;otect in place. ________ _ WHIPTAIL LOOP Sight Line -all plant material with this area to be under 30" ht. (typ.) Note: Tree canopies shall be maintained at a min. 6' /Jeig/Jt above adjacent finish grade where located wit/Jin t/Je vehicular !tile of sight Trash Enclosure shall be screened with large shrubs and vines. Existing Tree to be removed (typ.) Accent planting at Entry Domestic Water Meter and Backflow Preventer per Civil Engineer's plans -----· .... -------::: .......... -----------. ------. -------~.:~=~~~---_-_--_--_--_---_··_ ... _._-I _____ ,, .... ---1---.,•·7 ~ -~ ,·.=··""'"""'"-,,.,,..,,,,,., .. ,,,.,.ca,.,,,. •. ,,.,._«,,,.,"-,.,,-,-,,.,,,,,,.,,""'·"°"'"''°"""·"""'•''•"'-""°''"" er= .. ,~,,·;;;;~~;• lrc..,-.i,.·,.,,,-,"Sl0"'' /•• ),,oo•••"•""" '-.J '-.J 25'-0" Typ. -----·-· .. .. .. .- -- Storm Drain per Civil Engineer's plans Sight Stopping Distance Lines per Civil Engineer ---------- Lined, flow through Bio-Filtration Basin planted with natural grasses co \ 0 0 I \ N 0 N a.. 0 Cl) .'!_~~ :F._q[!E~,2Wl_;;.;~{::;,. --✓ P.L. _,. ___ ... _"': ___ ....,. -},-,:.:!';"'.:"..,.--.. --......... "'' I ,1, Employee Lunch Area - Retaining Wall at toe of slope (max. 6' ht.} per Civil Engineer's plans, planted with vines for screening Existing toe of slope irrigation to be modified as needed after installation of retaining wall Existing Slope and Parkway landscaping to remain. lnigation and vegetation shall be refufiJis/Jed / replaced as apprvptiate to match requirements of approved City ofCadsbadDwg. #415-9L (typ.}. Reference As-Built lnigation plans City of Carlsbad Dwg. # 915-9N for north slope j f P.L. \ 1. t " Employee Lunch Ama - Concrete lunch patio wit/J table seating 590 s.f wlt/J 1 ADA accessible table, 1 additional table, and 1 tms/J receptacle 26~0" ire Zane E. V Charging Station (typ. sym.) (2) Long Term Bike Storage Spaces i ' ' I ' Employee Lunch Ama - Concmte lunch patio wit/J table seating 316 s.f with 1 ADA accessible table, 1 additional table, and 1 trash receptacle ~ ' i i ' ' I Employee Lunch Ama - Concrete lunch patio wit/J table seating 309 s.f with 1 ADA accessible table, 1 additional table, and 1 trash receptacle Covered Trash Enclosure BUILDING 'C' FF= 323.00 PE= 322.29 Employee Lunch Area - Concrete lunch patio wit/J table seating 618 s.t wtl/J 1 ADA accessible table, 1 addifional table, and 1 trash receptacle Employee Lunch Area - Concrete lunch patio wit/J table seating 889 s.t wit/J 1 ADA accessible table, 1 addttional table, and 1 trash receptacle _,_ ' I ' + ' I ' I • • :o .. ' ' i {) ' ' ' -----.., • ' I I ' I I Employee Lunc/JA_rea - Concrete lunch patio wit/J table seating 865 s.f wit/J 1 ADA accessible table, 1 additional table, and 1 trash receptacle Existing Off-ske Slope lmgation and Planting on South and West sides of site to remain undisturbed (typ) ' --.-• "<' -~ + .. --__ -/"~::::: "l,o.;.,-, • Concrete lunch patio wit/J table seating 430s.f with 1 ADA accessible table, 1 addttional table, and 1 trash receptacle (2) Short-term Bike Storage (1) Interim Rack for Micromobility Parking BUILDING 'B' FF= 322.50 PE = 327.79 (6) Long Term Bike Storage Spaces • • F.H. . .( ,. ----:; . L---""" '" ·: " t I • , --• ' rF\ -. . .. . . < : 'i::1 • • • • • • J (2) Short-term Bike racks (4 bikes total) __ • ~· ~ (3) Long-term Bike Storage BUILDING '.A' FF= 327.50 PE= 320.79 Covered Trash Enclosure ••• Fire Department Easement. ,_. Mark.Fire Lanes per Fire ' ,_...-:--___ ;r Department requirements. See Fire Surpression Exhibit Fire Service Line (typ.} (2) Short term Bike Storage and (1) Interim Rack for Micromobility Parking ~~~'' ~ All parking to be screened · with evergreen plant material, min. 36" ht. (typ.) • ._Storm Drain per Civil Engineer's plans ·,"',,,, '•, '-- ----BIOFIL TRA TION BASIN 'B\ FINISH SURFACE-317.50--.,_ SQUARE FOOT-2,800 ' Employee Lunch Area - Concrete lunch patio with table seabilg 1,000 s.f wit/J 2 tables (1 ADA accessible} and 1 trash receptacle Parking Lot Light (typ.) Optional Shade Structure Lined, flow through Bio-Filtration Basin planted with natural grasses TOTAL LANDSCAPE AREA SITE AREA: PROPOSED LANDSCAPE AREA: Proposed Patios and Walks Proposed Landscaping TOTAL PERCENT OF SITE LANDSCAPED: 225,714 S.F. 5.18ACRES 15,490 S.F. 70,855 S.F. 86,345 S.F. 38.25% per Architect's plans (typ.) 0 15' 30' 90' 1 i SIGNATURE Scale 1" = 30' North ~ (l) 0 C/J '° h I.O I.O N (J\ "' lf.). ;:j I -00 'Q -,1-J ,...; r:il (.) 1:----(l) (J\ ,...; -,1-J I.O ~ ~ 0:::: . ,...; ..c: ,...; <i:: u 0 ,...; h N <C! (J\ 1--4 Cil < u u (l) -0 0.. bJJ (!) ...... 0 Cil Ci u .:: cu rt) rf.! lf.). 'iJ N 0 0 ~ (") rn Cil (!) +-' rf.! ...... -<i:: (!) ::c ::, < .r:: +-' 1-, ;:, 0 r::r.. ,...; l{) (J\ ,...; C ro a.. ..... 0.. Q) LU (.) _J C 1--0 1--0 1--LU Q) LU I 0.. Cl) ro (.) (/) "O C ro ...J ('I') +-' 0 0 ...J ..-.c 0.. 0 ..... LU .... 0~ 2: 0 <( z .3 <( z 1--en -0 ·-(.) ~ ro LU ro ---, 15. "'O 0 0 ·-ro ct: .c ..Q 0. "'O s C/) ro .... ..Q ro en 0 "C ro 0 DATE, 1111/2022 DRAV'<N BY, JH/BG JOB NUMBER, 20150 FILE, REVISIONS, OF 5 SHEETS '" C ' I , P.L. I . . I , I t' _··_' _·•_' 1°;_·•_ c-2--·;:-1:-~;cs~-F:;--·•_' ,-~----•:j~r=:.::--=-~=~z,~=-~::=•~/7 . ' ~-----c:---s----r . BUILDING 'C' FF= 323.00 PE= 322.29 f HYDROZONE EXHIBIT I ·--[ ✓----; Sy_mbol Description 111111111111111 Hydrozone 1 Drip -Low water use 25,750 S.F -Hydrozone 2 Tree Bubbler -Moderate water use 525 S.F ~ Hydrozone 3 Rotors -Low water use 34,155 S.F ~~1 Hydrozone 4 Rotators -Low water use 10,425 S.F. Note: All trees rated WU COLS 'Low', except for fire suppression zone trees. Tree bubbler irrigation is a part of hydrozone calculation, zones 1 & 2. City of Carlsbad Water Efficient Landscape Worksheet HYDROZONE INFORMATION TABLE Hydrozone Controller# • A LW A MN A LW A LW *Hydrozone VL W -Very Low Water Use Plants LW -Low Water Use Plants MN -Moderate Water Use Plants HW -High Water Use Plants Zone or Valve 1 2 3 4 Total Plant Type/ Irrigation Factor** Method** * (PF) D 0.30 B 0.50 R 0.30 0 0.30 **Irrigation Method MS= Micro-spray S = Spray R = Rotor B = Bubbler D = Drip 0 = Other Hydro- zone Area (Sq. Ft) 25,750 525 34,155 10,425 70,855 ***Plant Factor from WUCOLS Ill or list as water feature as appropriate MAXIMUM APPLIED WATER ALLOWANCE (MAWA) % of Total Land- scaped Area 36.3% 0.7% 48.2% 14.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% MAWA (residential)= (ETo)(0.62)[(0.55 X LA)+ (0.45 X SLA)] MAWA (non-residential)= (ETo)(0.62)[(0.45 X LA) + (0.55 X SLA)] MAWA Eta 0.62 0.55 or 0.45 LA 0.55 or 0.45 SLA For this project: Maxim um Applied Water Allowance in gallons per year Evapotranspiration in inches per year Conversion factor to gallons per square foot ET adjustment factor (ETAF) for plant factors and irrigation efficiency Landscaped area includes special landscaped area in square feet The additional ET adjustment factor for a special landscaped area Special Landscapde Area in square feet Non-Residential 0.45 Landscaped Area 70,855 Special Landscaped Area 0 Eta for this project is: 47 MAWA Calculation (Non-Residential): 47 X 0.62 X [(045 X 70,855) + (0.55 x 0)] .'/ ---,,,. 29.14 X 31,885 + 0 929,122 MAXIMUM APPLIED WATER AILLOWANCE = 929,122 GALLONS PER YEAR ------------~----"-~------------------~--------~ I BUILDING 'B' FF= 322.50 PE = 321.79 P.L. f ~/Rf3'!3/f TION NOTES: f \1 BUILDING~, FF = 321.50 PE = 320.79 1. ALL PLANTING AREA SHALL HAVE AT LEAST A 2% POSITIVE GRADE CHANGE TO ALLOW FOR DRAINAGE AWAY FROM STRUCTURES. 2. LOW VOLUME OR SUBSURFACE /RR/GA TION SHALL BE USED TO IRRIGATE VEGETATION WITHIN 24" OF IMPERMEABLE SURFACES. 3. A SEPARATE WATER SERVICE FOR LANDSCAPING SHALL BE PROVIDED. 4. SUBSURFACE IRRIGATION SHALL BE USED FOR ALL PLANTING AREAS LESS THAN 10' WIDE. 5. EXISTING IRRIGATION ROTORS AT TOE OF SLOPE ON NORTH AND EAST SIDES OF SITE SHALL BE RELOCATED AS NEEDED, WITH NEW LATERAL LINE, WHERE NEW BROW DITCH AND RETAINING WALL ARE PROPOSED. ESTIMATED TOTAL WATER USE (ETWU) ETWU Calculations: Hydrozone Number Process Step No. 1 (Below) Evapotranspiration Rate 1 (Eta)* Conversion Factor 2 (Step 1 x Step 2) 3 Plant Factor (PF)** (from 4 0.3 WUCOLS) (0.1 to 0.8) Area of Hydrozone (sq. 5 25,750 fl.) (HA) (Step 4 x Step 5) 6 7,725 Irrigation Efficiency (IE)*** 7 0.80 (Step 6 I Step 7) 8 9,656 (Total All Step 8 + Total 9 SLA sq. fl. in Step 5) (Step3 x Step 9) Estimated Total Water Use in gallons per year 10 (ETWU) -Total shall not exceed MAWA *Eta West of 1-5 = 40 .o East of 1-5 & West of El Camino Real= 44.0 East of El Camino Real= 47.0 Applicant may provide a different ETo if by documentation subject to approval by the City Planning Division ** Plant Factor & Water Use 0.1 = VLW -Very Low Water Use Plants 0.3 = LW -Low Water Use Plants 0.5 = MW -Moderate Water Use Plants 0.8 = HW -High Water Use Plants NOTE: 2 0.5 525 263 0.75 350 3 4 47 0.62 29.14 0.3 0.3 34,155 10,425 10,247 3,128 0.72 0.75 14,231 4,170 28,408 827,795 *** IE Micro-spray= 0.80 Spray= 0.72 Rotor= 0.72 Rotator= 0.75 Bubbler= 0.75 Drip= 0.80 5 l \ 01(::,~,. ~-1·1 ;,,. :::. •Q ,'!, ,_ 1 It -\ _,,l l, . ~- ' I t , FH. 8/0FILTRATIO:~ FINISH SURFACE= 317.50......_, SQUARE FOOT= 2,800 ~., SLA EXISTING SLOPE AND PARKWAY MAINTAINED BY ASSOC/A TION NOT INCLUDED IN WATER EFFICIENT LANDSCAPE CALCULATION PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME I '\ I o \ EXISTING MATIJRE TREES TO REMAIN \ I ' / -- 0 0 SLOPE TREES, (15 GAL. SIZE) PINUS HALEPENSIS RHUS LANCEA ALEPPO PINE AFRICAN SUMAC PARKING AREA-SHADE TREES, (24" BOX SIZE) GEIJERA PARVIFLORA AUSTRALIAN V'IILLOV'I LOPHOSTEMON CONFERTIJS OLEA E. 'SJi'lAN HILL' QUERCUS ILEX RHUS LANCEA BRISBANE BOX SJi'lAN HILL OLIVE HOLLY OAK AFRICAN SUMAC PARKING AREA-TREES V'IITHIN FIRE SUPPRESSION ZONE, (24" BOX SIZE) LAGERSTROEMIA I. 'ZUNI' ZUNI CRAPE MYRTLE LAURUS NOBILIS BAY LAUREL RHAPHIOLEPIS 'MAJESTIC BEAUTY' ACCENT TREES, (24" BOX SIZE) KOELREUTERIA BIPINNATA STREET TREES, (24" BOX SIZE) KOELREUTERIA BIPINNATA EXISTING TREES TO REMOVED SPECIES QTY. MAJESTIC BEAUTY HAV'ITHORN CHINESE LANTERN TREE CHINESE LANTERN TREE SIZE DBH FORM QTY. 99 29 KOELREUTERIA BIPINNATA PLATANUS ACERIFOLIA QUERCUS ILEX I 8 9 6" 6"-10" 8" <SOOD, STREET TREE .SOOD 0 LARGE ACCENT SHRUBS, (5 6AL. SIZE) AGAVE BLUE FLAME ARBUTUS U. 'COMPACTA' BOUGAINVILLEA 'TORCH GLOV'I' HESPERALOE PARVIFLORA <SOOD BLUE FLAME AGAVE DV'IARF STRABERRY TREE TORCH GLOV'I BOUGAINVILLEA RED YUCCA MASSING/SCREEN SHRUBS, (50% I GAL. SIZE AND 50% 5 GAL. SIZE) LANTANA 'GOLD MOUND' LEUCOPHYLLUM FRUTESCENS RHAPHIOLEPSIS U. 'MINOR' SALVIA G. 'FURMAN'S RED' l/l!ESTRINGIA F. 'BLUE GEM' GOLD MOUND LANT ANA TEXAS SAGE DY'IARF YEDDO HA/AITHORN FURMAN'S RED AUTUMN SAGE BLUE GEM COAST ROSEMARY V'IUCOLS c.o ZONE 9 •,-• L L L M L L L M L M L L L L L L L L L L L 0 0 I \ N 0 N c... 0 Cf) SMALL ACCENT SHRUBS AND GRASSES, (50% I <SAL. SIZE AND 50% 5 GAL. SIZE) ALV'IAYS RED ALOE ALOE 'ALJi'lAYS RED' DIANELLA R. 'LITTLE REV' ROSMARINUS 'ROMAN BEAUTY' LITTLE REV FLAX LILY ROMAN BEAUTY ROSEMARY 6ROUNDCOVER, FLATTED@ 12" O.C. BACCHARIS P. 'PIGEON POINT' LANTANA X. 'NEV'I GOLD' MYOPORUM 'PUTAH CREEK' PIGEON PT. COYOTE BRUSH NEV'I GOLD LANT ANA PUTAH CREEK MYOPORUM PARKY'IAY GROUND COVER, (FLATTED AT 12" O.CJ TRACHELOSPERMUM JASMINOIDES STAR JASMINE t··.···1 .. .. .. .. .. .. .. .. .. .. BIO-BASIN 6RA55ES, (PLUGS / I GAL. SIZE PLANTED AT 12" O.C.) V <, V ,; _, JUNCUS PA TENS SPREADIN.S RUSH LEYMUS C. 'CANYON PRINCE' MUHLENBERGIA RIGENS CANYON PRINCE V'IILD RYE DEER GRASS VINE, (5 GAL. STAKED, PLANTED 8' O.C,.) MACFADYANA UN.SUIS-CATI CAT'S CLAV'I VINE NOTES: 1. NO PLANT MATERIAL DEEMED 'HIGH FUEL SPECIES' BY THE FIRE DEPARTMENT SHALL BE PLANTED. 2. NO INVASIVE PLANT MATERIAL, PER CAL-/PC LISTS, SHALL BE PLANTED. 3. TREES SHALL BE LOCATED A MIN. OF 7' FROM ANY UNDERGROUND UTILITY AND OUT OF SIGHT DISTANCE AREAS. 4. WHEN /RR/GA TION WILL BE USED FOR VEGETATION WITHIN 24" OF AN IMPERMEABLE SURFACE, OVERHEAD IRRIGATION SHALL NOT BE PERMITTED AND ONLY SUBSURFACE /RR/GA TION SHALL BE USED, UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENT/RELY INTO A LANDSCAPED AREA. 5. ALL ABOVE GROUND UTILITIES SHALL BE SCREENED. THE LANDSCAPE CONSTRUCTION DOCUMENTS SHALL SHOW AND LABEL ALL UTILITIES AND PROVIDE APPROPRIATE SCREENING. 6. PARKING AREAS SHALL BE SCREENED FROM ADJACENT PROPERTY OR STREETS WITH SHRUB PLANTING, MOUNDING, OR DECORATIVE WALLS, MINIMUM 3 FT. HEIGHT. 0 25' 50' 150' i i i i Scale 1" = 50' North L L L L L L M L L L L DATE * OS/31/2:3 ,._'< X . DA Q'<--0 -(I,.) 0 co \0 "' I-< \0 "' O'\ "' r:n ;:::s I -CX) "Q .....,, ,-; ~ C) r:----(I,.) O'\ ,-; .....,, \0 ~ - ~· •.-I ~ ,-; ~ C) 0 ,-; I-< N < O'\ ~ co <r: u (j (I,.) -0 0... b/J Ill . ... 0 co Ci C) i:: co (,/) (/) r:n "O N 0 0 ~ Cl) rJ)_ co Ill ..., (/) ......... -l:: ~ Ill ~ ..c: ..., M ;::::l 0 i:r.. ,-; If) O'\ ,-; -0 :!::::'. C .0 (I) ·- LU O)..c ...J Q) >< I-...J w I-(I) I--0 C LU C 0 LU co I N Cf) en 0 Q) ,_ ....... -0 0 >, z :c C") ..... 0 0 ...J ..... ..c 0.. 0 LU t:: ON ~ 0 0 0) <( z z ...J <( I-CJ) -() u ~ ro LU ro -.., ..... -0 0 0 0.. ·-ro 0:: ..c ..0 Cl. -0 s: en ro ,_ ..0 ro CJ) () .._ ro () DATE, 1/11/2022 DRAf"IN 6Y, JH/BG ...106 NUMBER, 20190 FILE, REVISIONS, OF 5 SHEETS y SLOPE PLANTING NOTES SLOPES 6.1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD 1 -REINFORCED STRAW MATTING COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERM/NA TING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILDFLOWERS SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPL/CATION. THE COVER CROP SHALL BE APPLIED AT A RA TE 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 RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MA TT/NG SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15ANDAPRIL 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 CHARACTER/ST/CS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINER) SHALL COVER A MINIMUM OF SEVENTY (70%) OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE PLANTED (FROM A MINIMUM OF 1-GALLON SIZE CONTAINER) AT A MAXIMUM RA TE 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 MA TT/NG SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF COVER CROP), #2, #3 AND #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY /RR/GA TION 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 POTENTIA L EROSION PROBLEM AS IDENTIFIED BY THE CITY. C IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HA VE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT WATER CONSERVA T/ON NOTES 1. ALL /RR /GA TION SHALL INCLUDE EFFECTIVE AND EFFICIENT WATERING METHODS UTILIZING HUNTER MP ROTATOR LOW-FLOW IRRIGATION HEADS AND DRIP TUBING. 2. ALL /RR/GA TION CONTROLLERS SHALL BE ET BASED. 3. ALL PLANT MATERIAL UTILIZED IS CLASSIFIED AS 'LOW OR MODERATE WATER USE' BY WUCOLS (WATER US E CLASS/FICA T/ON OF LANDSCAPE SPECIES). 5. ALL PLANTING AREAS SHALL RECEIVE REGULAR MAINTENANCE AND MANAGEMENT DESIGNED TO MAXIMIZE HEAL THY GROWTH 6. ALL PLANTING AREAS SHALL RECEIVE COMPLETE AND APPROPRIATE SOIL PREPARATION. 7. LOW VOLUME OR SUBSURFACE /RR/GA TION SHALL BE USED TO /RR /GA TE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE 8. ALL NON-SLOPE SHRUB AREAS, EXCEPTING BIO-BASINS, SHALL RECEIVE A 3" LA YER OF BARK MULCH. -- I, I I I I I PL. ll1 F.H FF= 323.00 PE= 322.29 BUILDING 'B' FF = 322.50 PE= 321.79 BUILDING :4' FF= 321.50 PE= 320.79 N 0 \N "- \ ~~~-t ...... F.H /MAINTENANC/i EXHIBIT P.L. Bf OF IL TRA TION BASIN ' FINISH SURFACE= 31 7. CJ....... SQUARE FOOT: 2,800 ""'-. I 'Symbol ffl ,. Description Maintained by Owner Maintained by Master Association I I ------_____________________________ J)J l i ·Jl l~------- 29 -(ffe' ,q:h ~ : WFirPTAIL LOOP V V V ---· V • =_.r-T 1!.. &v,O D V ---• s---, ---,--,------s---·s--O s s s s , , \ t + , 1 Io-, .. s s -. :_. -. -, --<v--,v--~·.1--av--ev--SV--R.i Fl'w' R'w--RV--/:1:\,/ r.lV RV i<'J ~·.i .V R"' · , " ;.:•.:,_....--· RV ----- -- I I I I I I ~ I ----- " V -·---. -j -. I . ., " --Fl--rs__J__ ' rs--rs rs rs rs-~rs rs~-rs--rs / / ----,-~..,___-,, ) BUILDING 'C' FF= 323.00 PE= 322.29 ~-.~--,---,, ,, ~ ' • I BUILDING 'B' FF= 322.50 PE = 321.79 P.L. BUILDING :4' FF = 32 1.50 PE = 320.79 WATER CONSERVATION I RECYCLED WATER USE EXHIBIT: Symbol Description ~ Recycled Water Use Area 0 25' 50' 150' Peak Demand: 50 GPM i i i i Scale 1" = 50' \ -\ u.---~\ ~ ', ~· \ 1-----v'·~/ North [;IE!--~,~ . F.H BIOFIL TRAT/ON BASIN AN/SH SURFACE= 317.50........._ SQUARE FOOT= 2,800 '-... SIGNATURE -Q.) 0 00 \() "' .... \() "' °' ~ rn ;::l I -Cf) ·o ,,j.-J ,-, µ:J u t---(l) °' ,-, ,,j.-J \() ~ < 0 ::r:: LJ.J __J C-r-r-LJ.J LJ.J I (f) LJ.J ~ <t: z r-u LJ.J -., 0 a: 0.. ~ ..... ~ <e: u .... ~ cc u (l) P-. 0 cc u rt) rn 'D ~ rn cc ....... <e: C") ..... 0 0 _J ..--..c a.a t:'. ON 0 0 (J) z ....J <( U) -u .!£ ·- ro ro " ...., TI 0 a. ·-ro ..c .0 TI s U) ro ..... .0 ro U) u ..... (1J () ~ .-< 0 ,-, N °' < 0 " 0 b.O (l) ·-Ci I'.: (lj r./} N 0 er) (l) __, r./} " (l) > < ..c __, ;... ;:i 0 µ:.. .-< I!) °' .-< DATE, 1/11/2022 DRA~ BY, JH/BG .JOB NUMBER, 201:30 F ILE REVISIONS, OF 5 SHEETS z.. FIRE SUPPRESSION MODIFIED CONDITION 'A' FOR ZONE A-1 NOTES AS APPROVED BY FIRE AUTHORITY: 1. ZONE A-1 SHALL BE MEASURED HORIZONTALLY OUTWARD FROM THE OUTLYING EDGE OF ANY HABITABLE STRUCTURE(S) AND TERMINATE AT THE EDGE OF THE PARKING DRIVE LANE, MIN. 60' FROM THE STRUCTURE. 2. PLANTING WITHIN ZONE A-1 SHALL CONSIST OF GROUND COVER OR LOW GROWING SHRUBS SPECIES (LESS THAN THREE (3) FEET IN HEIGHT). PLANTED IN GROUPINGS AND KNOWN TO HAVE FIRE RESISTIVE QUALITIES. 3. TREES OR TREE FORM SHRUBS (OVER THREE (3) FEET IN HEIGHT AT MATURITY) SHALL BE ALLOWED AS SPECIMEN AND PARKING AREA PLANTINGS. 4. IRRIGATION SHALL BE REQUIRED AND MAINTAINED. 5. ALL ATTACHMENTS TO THE STRUCTURE SHALL BE NONCOMBUSTIBLE. 6. NO SOLID FUEL FIRE PITS OR OUTDOOR FIRE PLACES SHALL BE PERMITTED. FUEL MODIFICATION ZONE ONE REQUIREMENTS: (1) THE REQU IRED ZONE ONE WIDTH SHALL BE PROVIDED BETWEEN 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, WALL, AND NON-HABITABLE GAZEBOS THAT ARE LOCATED WITHIN BRUSH MANAGEMENT ZONE ONE SHALL BE OF NON-COMBUSTABLE CONSTRUCTION. (3) PLANTS WITHIN ZONE ONE SHALL BE PRIMARILY LOW-GROWING AND LESS THAN 4 FEET IN HEIGHT WITH THE EXCEPTION OF TREES. PLANTS SHALL BE LOW-FUEL AND FIRE-RESISTIVE. (4) TREES WITHIN ZONE ONE SHALL BE LOCATED AWAY FROM STRUCTURES TO A MINIMUM DISTANCE OF 10 FEET AS MEASURED FROM THE STRUCTURES TO THE DRIP LINE OF THE TREE AT MATURITY IN ACCORDANCE WITH THE LANDSCAPE STANDARDS OF THE LAND DEVELOPMENT MANUAL. (5) PERMANENT IRRIGATION IS REQUIRED FOR ALL PLANTING AREAS WITHIN ZONE ONE . (6) ZONE ONE IRRIGATION OVER SPRAY AND RUNOFF SHALL NOT BE ALLOWED INTO ADJACENT AREAS OF NATIVE OR NATURALIZED VEGETATION. (7) ZONE ONE SHALL BE MAINTAINED ON A REGULAR BASIS BY PRUNING AND THINNING PLANTS, CONTROLLING WEEDS, AND MAINTAINING IRRIGATION SYSTEMS. BRUSH MANAGEMENT MAINTENANCE: 1. REGULAR IN SPECTIONS 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 WATERSHED MANAGEMENT, PROPERTY OWNERS SHOULD EXPECT TO PROVIDE MAINTENANCE ACCORDING TO EACH BRUSH MANAGEMENT ZONE: ZONE 1: YEAR-ROUND MAINTENANCE PICNIC TABLE TRASH RECEPTACLE BIKE RACK FURNITURE OPTIONS: ----- --fl! PL.1 I I I I I I I I -•-. ----., -------------------- BUILDING 'C' FF= 323.00 PE= 322.29 $1..z'JltllM.::2'" BUILDING 'B' FF= 322.50 PE = 327.79 Fire Lane -24' wide -emergency and maintenance access Existing Planting -see City of Carlsbad \ --_ Dwg. ft415-9L for planting -\ -- ' Symbol 1111 ' 1 111 11mmuam I ' ' ' ' I ·--' ' j ' Description Limits of Total Parking Area Planting within Parking Area Total Parking Spaces: - I I \ -I I -- ' ' _,_ ~--- - 71 ,908 S.F. 7,610 S.F. 10.6 % Parking Area Planted 189 Total Parking Lot Trees: 1 tree/ 4 Parking spaces = 47 trees provided minimum - 0 25' i i 50' i Scale 1" = 50' BUILDING ~I FF= 321.50 PE= 320.79 , 150' ' ' ' " North I ....____.... 1 1 I \ : F.H k I I I BIOF!L TR4 nON BASIN ANISH SURFAC£:r 377.SfJ..... SOUARE FOOT= 2,800 ""-._ -\ SIGNATI.JRE DATI: '1 '.c=rn-"=-':~c...,,., OF C.~\.. I -(I) 0 00 \0 "' $-, \0 "' en :'.J 0-, ~ ' -00 "Q ...... ,..... µ:l u !:'--(I) 0-, ,..... ...... \0 r4 ~ ~ . ..... ~ ,..... ~ u 0 ,...; $-, N 0-, ~ cu <e: u < u Q.) -0 0. CJ) Q) ·- 0 cu Q u @ rJ) Cf) en 'O N 0 0 i::: Cf) en cu Q) +-' Cf) ...-< -:r:: ~ w ....J I- I- 1-w w I Cf) w :;:; <( z I-0 w -, 0 Cl'. a.. +-' :!:: :0,0 ..c ..c X X ww C Ctl 0 (I) ·-,_ ~ <( (I) 0) o.. _c a. "C :::::l Ctl (/) a.. (I) "O ,_ C LL Ctl C"') +-' 0 '_J 0 ~ ..c a.a t: ON 0 0 O".> z _J <( Cl) -0 .c:t:: ·- C'Cl C'Cl -0.. "O 0 ·-C'Cl ..c .0 "O s Cl) C'Cl ,_ .0 C'Cl Cl) 0 ,_ C'Cl 0 Q) > <e: ..c +-' I. ;::i 0 rx., ,-, I.I) 0-, ,-, DATE, 1/11/2022 DR.AI/IIN BY, JH/EG JOB NUMBER., 201:30 F ILE, R.EVl510N5, 5 OF SHEETS AA