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HomeMy WebLinkAboutSDP 2019-0008; STATE STREET COMMONS; Planning Commission. .J A 8, C D 5 PROJECT TEAM: OWNER/APPLICANT: STATE STREET COMMONS, LLC 2659 STATE STREET#100 CARLSBAD, CA 92008 ATTN: BRENDAN FOOTE brendan@fabricinvestments.com (619) 840-7721 ARCHITECT (EXECUTIVE): G COLEMAN ARCHIECT 3594 HERMAN AVE SAN DIEGO, CA 92104 ATTN: GREG COLEMAN greg@gcolemanarch.com (805) 7 46-6516 ARCHITECT (ASSOCIATE): FIELDXSTUDIO 2033 SAN ELIJO AVE #643 CARDIFF-BY-THE-SEA, CA 92007 ATTN: SCOTT MAAS, ARCHITECT scott@fieldxstudio.com (858) 752-9212 CIVIL ENGINEER: PASCO LARET SUITER & ASSOCIATES 535 N. HIGHWAY 101 SOLANA BEACH, CA 92075 (858) 259-8212 STRUCTURAL: QUALLS ENGINEERING 4403 MANCHESTER AVE #203 ENCINITAS, CA 92024 (760) 652-9257 LANDSCAPE: GRAIN LANDSCAPE ARCHITECTURE 1212 SANTA FE DRIVE ENCINITAS, CA 92024 (858) 504-2738 MEP ENGINEER: SALAS O'BRIEN ENGINEERS 3220 EXECUTIVE RIDGE DR SUITE 210 VISTA, CA 92081 (760) 560-1100 PROPERTY INFO: SITE ADDRESS: 2742-2752 STATE STREET CARLSBAD, CA 92008 ASSESSOR'S PARCEL NO. (APN): 203-181-19-00 LOT AREA/SITE ACREAGE: 30,349 sf (0.697-acres) GROSS/NET LEGAL DESCRIPTION: PARCEL A: 4 PARCEL 1 OF PARCEL MAP NO. 1339, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 23, 1973 AS FILE NO, 73-048297 OF OFFICIAL RECORDS, PARCEL B: THE NORTHWESTERLY 64 FEET OF THE SOUTHWEST 162.7 FEET OF LOT 30 IN SEASIDE LANDS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1722, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 28, 1921. PARCELC: ALL OF LOT 30 OF SEASIDE LANDS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1722, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 28, 1921. EXCEPTING THEREFROM THE SOUTHEASTERLY 60.3 FEET OF THE NORTHEASTERLY 162.7 FEET. ALSO EXCEPTING THEREFROM THAT PORTION LYING NORTHEASTERLY OF THE NORTHEASTERLY LINE OF THE SOUTHWESTERLY 162.7 FEET AND NORTHWESTERLY OF THE NORTHWESTERLY LINE OF THE SOUTHEASTERLY 60.3 FEET. GENERAL PLAN: VILLAGE-BARRIO (V-B) ZONING: VILLAGE-BARRIO (V-B) ZONE VILLAGE CENTER (VC) LAND USE DISTRICT COASTAL ZONE: NO SCHOOL DISTRICT: CALRSBAD UNIFIED SCHOOL DISTRICT WATER: CARLSBAD MUNICIPAL WATER DISTRICT SEWER: CITY OF CARLSBAD 3 ---------------~~ STATE STREET COMMONS CITY OF CARLSBAD MINOR SITE DEVELOPMENT PLAN SUBMITTAL SOP 2019-0008 2742-2752 STATE STREET, CARLSBAD, CA 92008 DEVELOPMENT SUMMARY: PROJECT DESCRIPTION: RENOVATION OF CORE/SHELL OF THREE EXISTING CONNECTED STRUCTURES AT 2742-2752 STATE STREET. THE RENOVATION WILL INCLUDE THE REMOVAL OF SOME BUILDING FOOTPRINT/FLOOR AREA AND THE ADDITION OF INTERIOR SECOND FLOOR AREA FOR A NET ADDITION OF 4,211 sf (28%). THE PROJECT WILL BE A WARM SHELL COMMERCIAL/ RETAIL/ OFFICE AND WILL REQUIRE TENANT IMPROVEMENTS PRIOR TO OCCUPANCY. THE TOTAL PROPOSED FLOOR AREA IS 19,044 sf. NO GRADING OR EARTHWORK IS PROPOSED. PROPOSED ONLY PAINT/RESTRIPING OF EXISTING ASPHALT PARKING LOT. NEW OR REPLACED IMPERVIOUS SURFACES TOTAL LESS THAN 5,000 sf. PER E-34, PROJECT IS CONSIDERED A STANDARD DEVELOPMENT PROJECT PER THE STORMWATER MANUAL. LOT LINE ADJUSTMENT PLAT WILL BE PROVIDED BY SEPARATE SUBMITTAL. EXISTING LAND USE: COMMERCIAURETAIL PROPOSED LAND USE: COMMERCIAL/RETAIUOFFICE BUILDING HEIGHT/STORIES: AREA CALCULATIONS: EXISTING AREA: BUILDING SUITES A & B: 10,853 sf BUILDING SUITE C: 3,980 sf TOTAL: 14,833 sf NET ADDITION: 4,211 sf (28%) TOTAL PROPOSED FLOOR AREA: 19,044 sf REF. SHEET A0.02 FOR AREA CALCULATIONS FLOOR AREA RA TIO: 19,044/30,349 = 0.63 BUILDING LOT COVERAGE: NO APPLICABLE REQUIREMENT PERCENT OF SITE TO BE LANDSCAPED: 1,272.5 sf I 30,349 sf= 4.2 % OCCUPANCY GROUP: B, A-2 PROPOSED CONSTRUCTION TYPE: V-B FIRE SPRINKLER: NFPA 13 TRIP GENERATION: EXISTING LAND USES: 593 ADT PROPOSED LAND USES: 922 ADT TOTAL INCREASE: 329 ADT GENERAL NOTES: 1. THESE PLANS AND ALL WORK SHALL COMPLY WITH THE CALIFORNIA BUILDING CODE, CALIFORNIA RESIDENTIAL CODE FOUND IN THE STATE OF CALIFORNIA TITLE 24 CCR AS AMENDED AND ADOPTED BY THE CITY OF CARLSBAD. 2. THESE PLANS SHALL COMPLY WITH THE CITY OF CARLSBAD MUNICIPAL CODE. 3. APPLICABLE BUILDING CODES: 2016 California Building Code, Title 24, p. 2, Vol. I 2016 California Building Code, Title 24, p. 2, Vol. 11 2016 California Residential Code, Title 24, p. 2.5 2016 California Electrical Code, Title 24, p. 3 2016 California Mechanical Code, Title 24, p. 4 2016 California Plumbing Code, Title 24, p. 5 2016 California Energy Code, Title 24, p. 6 2016 California Fire Code, Title 24, p. 9 2016 California Green Building Standards Code 4. THE INSPECTOR WILL RECHECK FOR EXPANSIVE SOILS AND/OR GRADING REQUIREMENTS AT THE FIRST FOUNDATION INSPECTION. 5. PROVIDE 42" GUARDRAIL FOR PORCHES, BALCONIES, DECKS, AND OPEN SIDES OF STAIRS AND LANDINGS. MAXIMUM CLEAR OPENING BETWEEN ANY MEMBERS OF THE GUARDRAIL SHALL BE LESS THAN 4". ' ' SHEET INDEX: A0.01 C1.0 L-1 L-2 L-3 A0.02 A1.00 A1.01 A1.02 - A1.03 A2.00 A2.01 A2.02 A2.03 A3.01 A3.02 A5.01 A5.02 TITLE SHEET CIVIL SITE PLAN CONCEPTUAL LANDSCAPE PLAN · HYDROZONE DIAGRAM CONCEPTUAL PLANTING PLAN PLAN CALCULATIONS AL TA/ NSPS LAND TITLE SURVEY EXISTING FLOOR PLAN -LEVEL 01 EXISTING ELEVATIONS EXISTING ELEVATIONS SITE PLAN FLOOR PLAN -LEVEL 01 FLOOR PLAN -LEVEL 02 ROOF PLAN BUILDING ELEVATIONS BUILDING ELEVATIONS COLOR RENDERINGS COLOR RENDERINGS CITY OF CARLSBAD Administrative Permit ALLOWABLE: 45' & 4-STORIES PROPOSED: 34' AND 2-STORIES PARKING REDUCTION ANALYSIS: REQUIRED PARKING SPACES: 68 CONVERSION OF USE: (10) Case No. 5QP '2-oJ<o/ -cu;fj SETBACKS: FRONT SETBACK: REQUIRED: MIN. O'/Max. 5' PROPOSED: VARIES 18'-3" -23'-3"', (EXCEPTION FOR OUTDOOR DINING) REAR SETBACK: REQUIRED: O' PROPOSED: 59'-6" (EXISTING CONDITION) SIDE SETBACK: REQUIRED: O' PROPOSED: O' AND 10'-5" WATER DEMAND: EXISTING: 1,274 GPO PROPOSED: 11,804 GPO SEWER DEMAND: EXISTING: 10 EDU PROPOSED: 370 EDU TOM: (13) BICYCLE CORRAL: (3) PARKING IN LIEU: (7) TOTAL ONSITE PARKING REQUIRED: 35 REFER TO TOM & SHARED PARKING ANAL YSJS PREPARED BY URBAN SYSTEMS ASSOC, INC. FIRE ACCESS NOTE: REFERENCE APPROVED AL TERNAllVE MATERIALS AND METHODS LETTER, DATED JUNE 3, 2019. SITE DOES NOT PROVIDE FIRE APPARAlUS ACCESS ROAD, AND NOT ALL AREAS OF THE BUILDING ARE WITHIN THE REQUIRED 150' HOSE REACH FROM THE PUBLIC RIGHT OF WAY. MITIGATION MEASURES INCLUDE: • INCREASE DESIGN DENSITY OF NFPA 13 FIRE SPRINKLER IN THE AREAS THAT ARE OUT OF ACCESS • INCREASE THE FIRE-RESISTIVE RATING OF THE FLOOR AND WALL ASSEMBLIES OF THE 2nd FLOOR BRIDGE ELEMENT TO 2-HOUR. • PROVIDE LADDER ACCESS TO THE ROOF FROM EXTERIOR DECKS . • VICINITY MAP: STATE STREET COMMONS 2742-2752 STATE STREET CARLSBAD, CA 92008 CLIENT STATE STREET COMMONS, LLC 2659 STATE STREET #100 CARLSBAD,CA 92008 ARCHITECT (Executive): G COLEMAN ARCHIECT 3594 HERMAN AVE SAN DIEGO, CA 92104 ARCHITECT (Associate): FIELDXSTUDIO, INC. 2033 SAN ELIJO AVE #643 CARDIFF-BY-THE-SEA, CA 92007 STRUCTURAL: QUALLS ENGINEERING 4403 MANCHESTER AVE #203 ENCINITAS, CA 92024 CIVIL: PASCO LARET SUITER & ASSOCIATES 535 N. HIGHWAY 101 SOLANA BEACH, CA 92075 MEP: SALAS O'BRIEN ENGINEERS 3220 EXECUTIVE RIDGE, SUITE 210 VISTA, CA 92081 LANDSCAPE: GRAIN LANDSCAPE ARCHITECTURE 1212 SANTA FE DRIVE ENCINITAS, CA 92024 'G COLEMAN ARCHITECT ..__,,,., ~ .. Architecture 1-Construction+Development CURRENT REVISION No. Description 01 MINOR SOP SUBMITTAL -------·-----. ----------------------- 02 RESUBMITT AL 03 RESUBMITTAL GCA Project Number ,903 TITLE SHEET A0.01 Issue Date CIS/07/19 09/24/19 11/21/19 A B C D HATCH REPRESENTS NEWASPHALT~2" GRIND& OVERLA\ITO THE SATISFACTION[ OF THE CITY ENGINEER In?! s i 30' ~8.5' 5 PROPOSED 4" FIRE SERVICE & RPDA PER CMWD W-21 s: ~ 4 INSTALL SICJBVAfK. UNDERDRAIN PIPE PER SDRSD D-27 (TC=38.0) (Fl.=3!5) -• . ,, _ _,. ~-' ~--/ IY.,. I/.· r·,./ ,. '/'1 FS=39.71 ~FS=39 7 F5=39.78 . INSTALL SIDEW4LK UNDERDRAIN PIPE PER SDRSD D-27 (TC=38.4) (Fl.=36.9) ---- • ,, 4=----~. ,j • r7 · I I I I I I L.J ---•-·-· i/ i -· LA I I , I i I I I TG=39.4 IE=37.4 TG=39.4 IE=37.2 FS=39.7 TG"'42.7 IE=37.1 PROPOSED Pt.ANTER WI\LL(TYP.) _, -----/'. / ..,k::ll-.--.:f::::=;=:::;'::::::•-s=• ==:!.l:=====':f--APPROXIMATE EXISTING W'ITERpi • LOCATION OF METER AND SERVICE I ! : l: PROPOSED TO BE RELOCATED : · """'7 ( .I.\ ~ ' TRANSFORMER EXISTING U11LITIES . . _ _J / /. TO BE RELOCATED FS=38.9 FS=39.4 --<-~ r-. _, EXISTINGLtGHT / POLE TO REMAIN TC=39.1 FL=38.6 60' 30' EXISTING--'"_, 1 BALLARDS TO BE REMOVED PROPOSED PCC DRIVEW'IY PER SDRSDG-14D !O' .1.5%. /.)FS~39.8 · .. ·. ~', -·· ! "<.- (FS=40.2)~ ., EXISTING -, / ' STAIRS TOBE .~/~ ' REMOVED/ . ,(FS;jrf.3/' . '/.--. ,. F~(1;35 (FS=40.4) C=40.0 (FL=39.5) INSTALL SIDEWALK UNDERDRAIN PIPE PER SDRSD D-27 (TC=40.1) (IE=39.6) I ' I/ L ·---V . . . . 1~0, -~· 2% 2% t,. • FS=39.7 FS=39.7 FS=39.7 PROPOSED PILLAR (TYP.) FS=41.3 ~-'l~.FS=41.6 TG=41.3 IE=40.0 I . ~,,--,FS=41.7 FS=41.7 • "' I TG"'43.3 IE/'3fl:8 . . ' 1. PROPOSED SITE WALL (TYP.) i : ! '. • ' ,-, .---' '-( ,-~ FS=39.7 TG=39.5 IE=38.1 FF=39.8 APN: 203-181-19 e--: ' ! ' ,_ '---'---L... FF=39.8 PROPOSED 3" PVC STORM DRAIN PIPE (TYP.) FS=39.7 APPROXIMATE LOCATION OF GI\SMETER Ji =39.5 IE=38.3 FS=39.7 3 i__' TG=40.7 IE=38.6 PROPOSED TRASH ENCLOSURE AREA G=4o.o· /E=38.7 <C PROPDSED6" TRENCH DRAIN fF!'P) ' PORTION OF LOT 29 SEASIDE LANDS MAPNO.1722 APN: 203-101-11 LA - '9 - {fS=4030) --------- /FS'4052) _ --, -_ ..• (FS~0.56) • •.. 2 l fy ij v~EXIS11NG SEWER MANHOLE RIM=39.2 10' lf., ,, IE=34.0 PARCEL NO. 2 PARCEL MAP NO. 1339 APN: 203-181-16 .--, ' ELEcm1CAL': l .. FS=39.7 FS=39.7 ROOM t,. /! ---! /, 1 / ,' 1 Ll.__! c_ ·&=396 IE=39.0 G~39.6 IE=39.2 . ~ 0 PROPOSED 3:'PVC f . ,; . STORM DRAlf.if?IPE I .......,,__. (TYP.J , . I 1 .. ·ui, ' ,.. t----'r-::P-:::-ROPO-S,..;E,:,.D...,.12-'x-12-" -p-> / ,- NOS CATCH BASIN I . , (TG=39.6J I .-/i IE=39.3 • ' I oo ' ·'t----------1 / )--- • J I I ,-•---I . oo ·"'----/_·~ ·-t·>.-1· -, 0 /,...-1,,., ,/· 1 / •1 / i -/_,,,, L----/tn ,e-~ .. ~,._• _ _L_<_ ----/~-------L" / /' I . ,;APPROXIMATE ·LOCATION OF GREASE INTERCEPTOR c_J_ ~ :: l-~(/):£X/STING CURB TO , • BE REMOVED AND . c ,"j:::s;;:;1'::s;;=;;=:-i;:, :=:'~-""-~-Jk:'--~' .. REPLACED WITH • ;.:C ' / . • k-" /jC PAVEMENT I oo' (/) 0 0 ,J. . -. ------.=-:.-=._3 ,. I APPROXIMATE• LOCATION OF GREASE r, ,, ___ :,,,.:,_/ '/ I j I I I ' ~f'.J' ~ ~ I I::::: I i == ____ ,_ ___ ,_, ~ G) ._, _ _. PROPOSED 10' PUBLIC SEWER EASEMENT EXISTING 10' ROAD, PIPE, SEWER UNEAND ELECmlC SERVICE EASEMENT TO REMAIN PROTION OFLOT30 SEASIDE LANDS MAP NO. 1722 APN: 203-181-10 ROW I I ' I I ! I i I FS=42.0 ' (.(" APPROXIMATE LOCATION OF EXIS11NG 6" VCP SEWER MAIN TO REMAIN PROPOSED 10' PUBLIC SEWER EASEMENT I----'-,--"----INTERCEPTOR ~· -----1----'--'-1 / ' )-/ . ' \ ~--[__ . LA (FS--4;~65) 1 EXISTING CURB TO ' • •. I BE REMOVED AND 10' PROTION OF LOT 30 SEASIDE LANDS MAP NO. 1722 APN: 203-181-09 FS=41.7 ,--._ y ' --_, -I i" FF=41.7 --~c::-·:::-~::-< ... ,._ .;·_ ,-__ -,._ ·--, ,. ___ ·,_ -. --. -;_ -. __ PROTIONOFLOT31·· SEASIDE LANDS MAP NO. 1722 APN: 203-181-03 I' -----. · -· 1 REPLliCED WITH I . AC PAVEMENT ----'----1,..., 'I,/ . r ,4FS=42.0~ ' .-.-', I ' I I 01 I N 55°55'39" E 162.55' . ,--. (FS=42.69) . ;; Ii EXISTING SEWER MANHOLE RIM=43.9 IE=31.4 LEGEND PROPERTY LINE CENTERLINE OF ROAD ADJACENT PROPERTY LINE PROPOSED BUILDING FOOTPRINT PROPOSED ROOF FOOTPRINT PROPOSED FLOWLINE PROPOSED PCC HARDSCAPE PROPOSED AC PAVING PROPOSED DECORATIVE PAVERS PROPOSED 6" PCC CURB PER SDRSD G-01 PROPOSED SEW!:R EASEMENT EXISTING SEWER EASEMENT PROPOSED SAWCUT LINE -- 1111 I 111 I I I 1 111 PROPOSED SEW!:R LATERAL PER SDRSD SS-01 PROPOSED 4" SEWER LATERAL PER SDRSD SS-01 EXIS11NG W'ITER MA!N (SIZE PER Pt.AN) -w---w---w-- --s ---s ---s -- \id _______ _ EX/S1/NG SEWER MAIN (SIZE PER PLAN) PROPOSED 3" PVC DRAIN PIPE PROPOSED 6"AREADRAJN " 0 ABBREVIATTONLEGEND 60' 30' 22' VARIES FS = FINISHED SURFACE FG = FINISHED GRADE TG = TOP OF GRATE FL=FLOWLINE FF= FINISHED FLOOR TC= TOP OF CURB IE= INVERT ELEVATION LA = LANDSCAPED AREA 30' 22' VARIES STATE STREET -TYPICAL SECTION NOTTO SCALE GRAPHIC SCALE 1"= 10' -10 10 20 30 STATE STREET COMMONS 2742-2752 STATE STREET CARLSBAD, CA 92008 CLIENT STATE STREET COMMONS, LLC 2659 STATE STREET #100 CARLSBAD,CA 92008 ARCHITECT (Executive): G COLEMAN ARCHIECT 3594 HERMAN AVE SAN DIEGO, CA 92104 ARCHITECT (Associate): FIELDXSTUDIO, INC. 2033 SAN ELIJO AVE #643 CARDIFF-BY-THE-SEA, GA 92007 STRUCTURAL: QUALLS ENGINEERING 4403 MANCHESTER AVE #203 ENCINITAS, CA 92024 CIVIL: PASCO LARET SUITER & ASSOCIATES 535 N. HIGHWAY 101 SOLANA BEACH, CA 92075 MEP: SALAS O'BRIEN ENGINEERS 3220 EXECUTIVE RIDGE, SUITE 210 VISTA, CA 92081 LANDSCAPE: GRAIN LANDSCAPE ARCHITECTURE 1212 SANTA FE DRIVE ENCINITAS, CA 92024 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING+ LAND PLANNING+ LANO SURVEYING 535 North Highway lDl, Ste A, Solana Boa<h, CA 92075 ph 858.259.8212 I & 858.259.4812 I plsaenglneerlng.com No. 80356 Exp. 12/31 /20 CURRENT REVISION No. Description 01 MINOR SDP SUBMITTAL 02 RESUBMITTAL 03 RESUBMITT AL PLSA Project Number 3139 Issue Date 08/07 /19 09/24/19 11 /04/19 Site Plan -Proposed Cl .0 PROPOSED 1 O' PUBLIC SEWER -~ EASEMENT.PER CIVIL'S PLANS --EXISTING 10' ROAD, PIPE, SEWER LINE AND ELECTRICAL SERVICE EASEMENT TO REMAIN. PER CIVIL'S PLANS PROPOSED 6" TRENCH DRAIN.-~ PER CIVIL'S PLANS APPROXIMATE LOCATION OF GREASE INTERCEPTOR. PER CIVIL'S PLANS TRASH/ RECYCLING LOCATION ---- SECURITY GATE NEEDED? APPROXIMATE LOCATION OF GAS METER I , .. ~. I PROPOSED 12"x12" NDS CATCH BASIN. PER CIVIL'S PLANS --APPROXIMATE LOCATION OF EXISTING 6" VCP SEWER MAIN TO REMAIN. PER C/VIL'S PLANS I . ADA PARKING(TYP.) r--PROPOSED 10' PUBLIC SEWER If EASEMENT.PER CIVIL'S PLANS ·-©- ,J-~I=-==-==-=----BIKE PARKING !II------6" HEIGHT MOTOR CURB(TYP.) ASPHALT PARKING TO BE PATCHED :1-------AND RESEALED(TYP.) APPROXIMATE LOCATION OF GREASE ------INTERCEPTOR. PER C/VIL'S PLANS r:,c--------BIKE PARKING ADA TRUNCATED DOMES SEE ARCHITECT'S PLANS FIRE RISER J U==II " 2ND STORY COVER SHOWN . I FIRE RISER {;>"0 .;;c..;,..c...,,.;.i~--------lt---flf-"------GREYED OUT AND OUTLINED WITH DASHES PROPOSED 3" PVC STORM ------~ DRAIN PIPE. PER CIVIL'S PLANS (TYP) TRELLIS BY ARCHITECTS ------- COVER SHOWN IN GREY SAND FINISHED CONCRETE------- SECURITY GATE NEEDED?------- BOARD FORM CONCRETE -------. BENCH/ WALL (TYP.) PROPOSED 4" FIRE SERVICE & RPDA PER CMWD W-21 . PER CIVIL'S PLANS PRESCRIPTIVE COMPLIANCE OPTION LANDSCAPE NOTES: Bldg A NEW ELECTRICAL PANEL ALCOVE -TIE IN WITH NEWWALLS APPROXIMATE LOCATION OF PROPOSED TRANSFORMER SEE CIVIL PLANS EXISTING WATER METER AND SERVICE TO BE RELOCATED 1. INCORPORATE COMPOST AT A RATE OF AT LEAST FOUR CUBIC YARDS PER 1,000 SQUARE FEET TO A DEPTH OF SIX INCHES INTO LANDSCAPE AREA(UNLESS CONTRAINDICATED BY A SOIL TEST). 2. ALL LANDSCAPE AREAS TO HAVE POSITIVE DRAINAGE TOWARDS CATCH BAS/NS/DRAINAGE SWALES. 3. IRRIGATION CONTROLLER FOR LANDSCAPE WITH BE AUTOMATIC, AND INCLUDE A SOIL SENSOR AS WELL AS RAIN SENSOR. CONTROLLER AND SENSOR SHALL HAVE A BATTERY BACK UP IN CASE OF PRIMARY POWER SOURCE INTERRUPTION. 4. PRESSURE REGULATORS ARE REQUIRED FOR IRRIGATION SYSTEM TO KEEP DYNAMIC PRESSURE ON SYSTEM WITHIN ACCEPTABLE RANGES PER MANUFACTURERS RECOMMENDED GUIDELINES. 5. MANUAL SHUT OFF VALVES SHOULD BE INSTALLED AS CLOSE TO POINT OF CONNECTION AS POSSIBLE. 6. ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, ASABE/ ICC 802-2014. 'LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD'. ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ ICC 802-2014. I I I I I I NEW CANTILEVERED ~---------U--------WOODBENCH Bldg B BOARD FORM CONCRETE WALL ~-(TYP.) EXISTING LIGHT POLE ~-TO REMAIN APPROXIMATE LOCATION OF EX ISTING 8" ACP WATER MAIN TO --REMAIN ~-EXISTING WATER METER AND SERVICE TO BE RELOCATED. PER CIVIL'S DRAWINGS IRRIGATION NOTES: Bldg C APPROXIMATE LOCATION OF GAS METER 1----- APPROXIMATE LOCATION OF GAS METERS EXISTING VEHICULAR PAVING TO REMAIN SAND FINISHED CONCRETE MULCH TOPDRESSING TSO WITH ARCHITECTS (TYP.) PROPOSED LOCATION OF 2" WATER METER & REDUCED PRESSURE BACK FLOW PREVENTION DEVICE PER CMWD W-4 & W-20. PER CIVIL'S PLANS ~-SIDEWALK UNDERDRAIN PIPE. PER CIV/L'S PLANS (TYP.) ~-SIDEWALK REPAIR AND REPLACEMENT -WORK WITH CITY TO DETERMINE WHAT NEEDS TO BE DONE 1. BACKFLOW PREVENTION DEVICE SHALL BE FEBCO, MODEL# LF825YA. A PRESSURE REGULATOR MUSH ACCOMPANY BACKFLOW PREVENTION DEVICE. 2. IRRIGATION CONTROLLER SHALL BE HUNTER, I-CORE, LOCKABLE PLASTIC WALL MOUNT 3. SUBSURFACE IRRIGATION IS REQUIRED TO IRRIGATE ANY LANDSCAPE ARES WITHIN 24 INCHES OF IM PERMEABLE SURFACES, UNLESS THE IMPERMEABLE SURFACE IS CONSTRUCTED TO DRAIN INTO AN ON-SITE LANDSCAPE AREA. 4. ALL LANDSCAPE AREAS SHALL BE IRRIGATED WITH SUBSURFACE DRIP LINE -NETAFIM TECHLINE DL - WITH EMITTER SPACING OF 12", LATERAL SPACING OF 16", EMITTER FLOW RATE OF .9 GPH. SEE MANUFACTURER'S INFORMATIO ON SHEET L-2. GENERAL LANDSCAPE NOTES: 7. PLANTER AREAS LESS THAN 10 FEET IN WIDTH IN ANY DIRECTION SHALL BE IRRIGATED WITH SUB SURFACE IRRIGATION. 8. A SPECIFIC SUB METER IS REQUIRED FOR THIS PROJECT TO MEASURE LANDSCAPE WATER. 9. A MINIMUM THREE INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN TURF AREAS, CREEPING OR ROOTING GROUNDCOVER, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRAINDICATED. PLEASE PROVIDE A NOTE ON THE PLAN TO THE EFFECT AND/ OR CLARIFY CURRENT NOTES. 1. INSTALL 1 O' LENGTH OF BIOBARRIER ROOT.GUARD ALONG FACE OF ALL PAV ING/WALLS/ PROPERTY LINE WITHIN 5' OF ANY TREE. 2. THIS IS A CONCEPT ONLY. IT IS NOT A CONSTRUCTION DOCUMENT. IF USING THIS CONCEPT AS A GUIDE, METHOD OF CONSTRUCTION FOR ALL ELEMENTS SHOWN ON THIS PLAN SHALL BE THE RESPONSIBILI TY OF THE INSTALLING CONTRACTOR. 'TatV OF CP-\. 0 VICINITY MAP ___,,c"'-BUEc..:_NA VISTA LAGOON 2752 STATE STREET STATE STREET COMMONS PACIFIC OCEAN '.:,_ I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUALAND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER . SIGNATURE: DATE: 11/19/2019 SCALE: 1 /16" = 1' 16 32 64 FEET 10. AT TIME OF FINAL INSPECTION, THE PERMIT APPLICANT MUST PROVIDE THE OWNER OF THE PROPERTY WITH A CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION, IRRIGATION SCHEDULE AND A SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE. 3. CONTRACTOR OR OWNER SHALL OBTAIN ALL NECESSARY PERMITS FOR THE WORK SHOWN ON TH IS PLAN. 4. ALL DIMENSIONS/LOCATIONS ARE APPROXIMATE ONLY. CONTRACTOR TO VERIFY ALL DIMENSIONS AND LOCATIONS OF ITEMS SHOWN ON THIS PLAN IN THE FIELD AND LAY ALL ITEMS OUT FOR APPROVAL BY OWNER BEFORE CONSTRUCT/ON. CONCEPTUAL LANDSCAPE PLAN NORTH 11. OWNER IS RESPONS IBLE FOR LANDSCAPE MAINTENANCE. 12. INDIVIDUAL IRRIGATION VALVES SHALL BE USED TO IRRIGATE ONLY ONE TYPE OF HYDROZONE. NOT FOR CONSTRUCTION IF PLAN IS LESS THAN 24" X 36" IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY. r ... ,.... im GRAIN LANDSCAPE ARCH ITECTURE BRET BELYEA PRINCIPAL LA 608.:i • 8 58.504.2738 bret@grainlandarch.com GR A INLANDARC H.COM U) ._ z w ~ ._ U) w > z -u -0::: .... co z t1: w --I u CJ) z 00 0 0 0 ~ N ~ 0,. <( 0 z I-u a::: w 0 I-w a::: LL w I-_J w V') <( e:::: w u I-~ ~ 0 CJ) I-<( t; w V') co w ~ N V') -, LO _J 0 a::: et:: ~ r--,.. <( a. CJ) N u 9/20/19 CHANGES 6/25/19 PROGRESS PROGRESS PRINT DATE ' DESIGN BB DRAWN BB, JB CHECKED SCALE 1/16"= 1' PROJECT 19-022 SHEET L-1 OF 3 SHEETS . i I S 34• 34' oo· E 186.54' ...;.;.;;~:---,--,.....:--:---:-~ .. -r---:----:-------"'77'"-"'7"-"T"""--i : l --!--. . , -. . - ~ . . . . ' ' . " ------------. . I I I i ,_ I . I I I HYDROZONE LEGEND SYMBOL ZONE PERCENTAGE SQUARE FEET □ LOW 100% 1,260 VICINITY MAP L BUENA VISTA LAGOON 2752 5TATE 5TREET PACIFIC OCEAN ~ A ________J ~o •••• ,t.J r I l -u ~•. + NETAFIM MANFACTURER'S IN FORMATIO N I I _, •, .· ~ --".ci ! _.,,....,:;:~·::.~,·'.-"-~-.-------------If~' IFr.:d----1=1==========:::::;r----,;q :,•;::>--fl-c:::::o ____ c;;;: TECHLINE® CV 0 Bldg A Bldg B N 34 34' 00" -,86.53' PRESCRIPTIVE COMPLIANCE OPTION LANDSCAPE NOTES: 1. INCORPORATE COMPOST AT A RATE OF AT LEAST FOUR CUBIC YARDS PER 1,000 SQUARE FEET TO A DEPTH OF SIX INCHES INTO LANDSCAPE AREA(UNLESS CONTRAINDICATED BY A SOIL TEST). 2. ALL LANDSCAPE AREAS TO HAVE POSITIVE DRAINAGE TOWARDS CATCH BASINS/DRAINAGE SWALES. 3. IRRIGATION CONTROLLER FOR LANDSCAPE WITH BE AUTOMATIC, AND INCLUDE A SOIL SENSOR AS J I : I L I . I I I r I ·: :·:,: ' . ",< .. WELL AS RAIN SENSOR. CONTROLLER AND SENSOR SHALL HAVE A BATTERY BACK UP IN CASE OF PR IMARY POWER SOURCE INTERRUPTION. 4. PRESSURE REGULATORS ARE REQUIRED FOR IRRIGATION SYSTEM TO KEEP DYNAMIC PRESSURE ON SYSTEM WITHIN ACCEPTABLE RANGES PER MANUFACTURERS RECOMMENDED GUIDELINES. 5. MANUAL SHUT OFF VALVES SHOULD BE INSTALLED AS CLOSE TO POINT OF CONNECTION AS POSSIBLE. 6. ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, ASABE/ ICC 802-2014. 'LANDSCAPE IRR IGATION SPRINKLER AND EMITTER STANDARD'. ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ ICC 802-2014. 7. PLANTER AREAS LESS THAN 10 FEET IN WIDTH IN ANY DIRECTION SHALL BE IRRIGATED WITH SUB SURFACE IRRIGATION. 8. A SPECIFIC SUB METER IS REQUIRED FOR THIS PROJECT TO MEASURE LANDSCAPE WATER. Bldg C =~~--11 ~ :g i:i • :g " GENERAL GUIDBJNES EMITTER FLOW EMITTER SPACING LATERAL[ROW)SPACING BURIAL DEPTH CLAY SOIL 11.16 GPH ,.. Water flows 1hrough the rubing and erners the emitter through the inlet fil!Br. /Jiiy debris that gets pest the Netafim filter and entersthe emitter will be flushed out bv the continuously selMlushing emitters. TURF LOAMSO1L SANUYSDIL COA!ISESOII 0.4GPH O.S GPH 0.9 GPH ,,. ,,. ' ,,. 1B"j20""I22" 12",14" 18" 1,114" ,.. 12· 14"116" Buiy1M?IV(thr'CUQhoutthc1.1JM lmn 4":C 6" SHRUB & GROUNDCOVER CLAY SOIL LOAM SOIL I SANDY SOIL ll.16GPH 0.4GPH I O.S GPH ,,. 1B" I 12· 10·,21•124· 1.-21·12,·i ,s·l,a·l20· TECHUNE CALCULATOR DOWNLOAD ffiOM THE APP STORE OA GOOGlf P'IAY COARSE SOIL ~9GPH 12· 10 ,S-w· Ori-sortece or bl.UV evenly throughmrt lheione10111Mltimumof6" APPLICATION RATE IINCHES/HOURJ D.19 D.1710.15 10.64 0.55 o.431o.sslo.e, o.ss 1.43 11711.11 0.19 o.15io.14 0.3llll.16,0.23I0.73l~ssloas 1.11 0.99 0.89 ,v~<i' ....... ~ "'"<.."-~ ----+-·--l, TIME TO APPLY ¼." OFWATER(MINLITESI 80 89 " 23 '[/ 35 15 I 1s 23 10 .12 113 80 93 ,re 50 5s I 66 2D 23 . 26 13 Folkrwi'l) ttutte maximum !pacin; gl.ldi,.linn. emitturflow Sl!lectio~ can be inta't!zin:d ifdesirad lryth designer. 0.9 GPH ftow rere a11ailable for areas roquiriog highllf infillnttion ratc,,wch.111 t"Ollr$e sumiy' 5Clib:. Note: 0.4, 0.6 and D.9 GPH are nominal flow rates. Actual flow rates used in the calculations are 0.42, 0.61 and D.92 GPH. EXPLODED VIEW OF TECHUNE CV EMITTER MAXIMUM LENGTH OF A SINGLf IATEHAL(FEET) la'l!. e inlet filtration ~ area fomire hase of emJtter) < 4":'"J:7112' ---- EMITTER SPACING EMITTER FLOW lGPH) w 2Dpsi ~ ~ 25psi ~ ~ w 35psi ~ ~ t.:i 45 psi ~ 55 psi ,,. 18'" 026 1 DA a.s. I 0-' 1125 .. .. 331 I 242 190 144 468 344 270 413 I 302 23B 180 584 ; ,as I :m 518 ! 300 299 Zl) 73'1 1540 1 426 584 I "' 343 260 e,5 • 620 I 489 6.S : 480 378 1JlJ 932 66< 539 15 17 I 24· D.9 D.6 D.9 204 342 260 '51 430 326 323 "' 412 371 622 472 410 666 . 522 Diaphragm ~ so osi 681 I soo 393 "' 969 113 561 I 426 116 "' IRRIGATION NOTES: Unique patented TurboNet technology wide flow path ~ Emitter outlet allows more c;ontrol cf water --=. • {top of emitter) flow and less chance for __ clogging --:-,,.-,7.. •\_'\__ Check valve ICV) mechanism Physical root Arrtiwvacuum mechanism barrier prevents roots from penetrating the emitter and suction of dirt into the dripline 1. BACKFLOW PREVENTION DEVICE SHALL BE FEBCO, MODEL# LF825YA. A PRESSURE REGULATOR MUSH ACCOMPANY BACKFLOW PREVENTION DEVICE. 2. IRR IGATION CONTROLLER SHALL BE HUNTER, I-CORE, LOCKABLE PLASTIC WALL MOUNT 3. SUBSURFACE IR RIGATION IS REQU IRED TO IRRIGATE ANY LANDSCAPE ARES WITHIN 24 INCHES OF IMPERMEABLE SURFACES, UNLESS THE IMPERMEABLE SURFACE IS CONSTRUCTED TO DRAIN INTO AN ON-SITE LANDSCAPE AREA. 4. ALL LANDSCAPE AREAS SHALL BE IRRIGATED WITH SUBSURFACE DRIP LINE -NETAFIM TECHLINE DL - WITH EM ITTER SPACING OF 12", LATERAL SPACING OF 16", EM ITTER FLOW RATE OF .9 GPH. SEE MANUFACTURER'S IN FOR MATIO ON SHEET L-2. GENERAL LANDSCAPE NOTES: 1. INSTALL 1 O' LENGTH OF BIOBARR IER ROOTGUARD ALONG FACE OF ALL PAVING/WALLS/ PROPERTY LINE WITHIN 5' OF ANY TREE. A.OW PER till FEET EMrmR D.2ti EMITTER SPACING GPH GPM 12" 26.4 ... -18" 17.6 029 ,.. . - Q.4EMITTER D.5EMIITTR O.SEMITTEH GPH · GPM GPH GPM GPH GPM ~ 0.71 60.8 1.01 92.5 154 ,,_, . ., 40.5 •66 6t6 Ul3 30.4 .,, "·' 0.77 TECHLINE® CV FLOW RATE VS. PRESSURE 1.0 ,~M PH ,~., PH " _, ----,-- 0 10 20 JO 40 50 5B PRESSURE {p,i) Tech line C-1 erritrar..open 11t 14..S ~si and c1o$9 11t 2 ps~ SPECIFYING MODEL NUMBER Reference for Ordering Information Chart SAMPLE MODEL NUMBEA Techlirie CV -ncv Dripline - :.. EMITTER FLOW RATE 0.26 GPH •26 0.4 GPH = 4 0.6 GPH = 6 0.9 GPH = 9 EMITTER SPACING lr= t2 18":: 18 24" = 2-4 BIANKTlJBING MODEL NUMBERS, 100' = TLCVOJl 250' = TLCl/0025 500' = TLCV1ll5 1/ID = TLCV010 B C COIL LENGTH 100' = 01 25~ = 1125 500' = OS 1,000"-= 10 ORDERING INFORMATION FLOW EMfTTDI COIL MODEL RATE SPACN6 lfNGTH NUMBER ,w TLC\12&·1201 ,,. 251T TLCV26-12025 016 GPH 1.QOO" TlCV26--1210 1()0" TLCV26,1801 ,,. 251T TLCV26-18025 1.l](IO" TLCV26-1810 100' TL.CV4--l2D1 12· 250" TlCV+-12025 t4GPH ,.ow TLCV4-1210 100' ntV4--!801 18'" 250' Il.CV4-IB025 1.l](IO" IlCV4-1B1D 10< TLCVS-1201 ,,. 25e TlC\/6-12025 5110" 11.CV6-1205 1.l](IO" TLCV6-12l0 100' Tl.CV6-1B01 116 GPH 18" 251]' 11.CV6-18025 50e TI.CV6-1 BOO 1.l](IO" TLCV6-!810 100' TLCV6-240I ,.. 251T TU:\16-24025 UlOO' TLCV&-2410 100' ru::vs-1201 ,,. 2Se TLC\/9-12025 500" TLCV9-120!i 1.l](IO" llCW-1210 JOO' TLCVS-1801 o.g GPH 18" 251T TLCVS-18025 50IT TLCW-1815 UlOO' TLCV9-1810 100" TLCW-i401 24" 250" TLCVS-24025 um TLCV9-2-410 ' "" TLCV001 ' BlANK1UBINl3 250" TLCV0025 500' TLCVCOS 1,000" TLCVOlO I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRR IGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLI ANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IM PLE MENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. D SC €.LY£ ': ---;/..c::.~~;:.:_!...... 0 SIG NATURE: SCALE: 1 /16" -1' 16 32 FEET DATE: 11/19/2019 ,, ,✓ ~--., -I\ 64 9. A MINIMUM THREE INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN TURF AREAS, CREEPING OR ROOTING GROUNDCOVER, OR DIRECT SEEDIN G APPLICATIONS WHERE MULCH IS CONTRAINDICATED. PLEASE PROVIDE A NOTE ON THE PLAN TO THE EFFECT AND/ OR CLARIFY CURRENT NOTES. 10. AT TIME OF FINAL INSPECTION, THE PERMIT APPLICANT MUST PROVIDE THE OWNER OF THE PROPERTY WITH A CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION, IR RIGATION SCHEDULE AND A SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE. 2. THIS IS A CONCEPT ONLY. IT IS NOT A CONSTRUCTION DOCUMENT. IF USING THIS CONCEPT AS A GUIDE, METHOD OF CONSTRUCTION FOR ALL ELEMENTS SHOWN ON THIS PLAN SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 3. CONTRACTOR OR OWNER SHALL OBTAIN ALL NECESSARY PERMITS FOR THE WORK SHOWN ON THIS PLAN. HYDROZO NE DIAGRAM NORTH 11. OWNER IS RESPONSIBLE FOR LANDSCAPE MAINTENANCE. 12. INDIVIDUAL IRRIGATION VALVES SHALL BE USED TO IRR IGATE ONLY ONE TYPE OF HYDROZONE. 4. ALL DIM ENSIO NS/LOCATIONS ARE APPROXIMATE ONLY. CONTRACTOR TO VERIFY ALL DIMENSIONS AND LOCATIONS OF ITEMS SHOWN ON THIS PLAN IN THE FIELD AND LAY ALL ITEMS OUT FOR APPROVAL BY OWNER BEFORE CONSTRUCTION. NOT FOR CONSTRUCTION IF PLAN IS LESS THAN 24" X 36" IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY. ' -~ ~ ~, GRA IN L AN DSC APE ARCH ITECTU RE BRET BELYEA PRINCIPAL LA6oe-,: • 858.504.2738 bret @grainlandarch.com GRA I NLAN DA RC H .CO M ., V) I-z w ~ I- V) w > z -u -0:::: I-ca z t1: w -...I u , ' V) z co 0 0 0 ~ N ~ 0- <( 0 I-z u a::: UJ 0 I-UJ a::: LL w I-...J w U) <( a::: UJ u I-~ ' Ci V) I-<( t; w U) a) w ~ N U) -, LI) ...J 0 a::: a:::: i----= r-,.. <( Q. V) N u '-, 9/20/19 CHANGES 6/25/19 PROGRESS PROGRESS PR INT DATE DESIGN BB DRAWN BB, JB CHECKED SCALE 1/16"= 1' PROJECT 19-022 SHEET L-2 OF 3 SHEETS I I I I I S34°34'00· E _,_ ............. • --~----+I ~------·--.-1---------. . . . ' I , i --~--I--+-~----·--____ :_.-: --~~ . :-. ----. ' -. . . . -~ . ---,. · ___ . --- ' . • . \i ·.. ,:' ' • . . .. ! . . . . . . . . : . ' ! . : ; ' ' · · . . I I .. . . i i Bldg A ----- i ' i ·,j . . s. j· .. . . ,· ,· joctiol i . I I .. I I . . I .... ~--~. 0 ! .. lfr.:;:::l-'c::!===========;r-7f""'.1 0 I Bldg B I I ' i . I . I I , . I . I i . •. 1000 1· Bldg C {I-:,, ~ ... ~ - 3: • ~ ~ "' N . ~ ~ "' PROPOSED LOCATION OF HUNTER IRRIGATION CONTROLLER. SEE IRRIGATION NOTES FOR MODEL NUMBER. PROPOSED LOCATION OF 2" WATER METER & REDUCED PRESSURE BACK FLOW PREVENTION DEVICE PER ,;;,---CMWD W-4 & W-20. PER CIVIL'S PLANS - ' . . . . . • i...:.:: .i~.<.: . ..::.::. . -... -'-=""""'~ """•=· ~-"'··-·..,__, ............ ~~ ...... .: ... =-.,.;... .h ;_,;-._ --~ci:l .•.. ~~---• :c:==-~-~,::;,._,, ____ ... ~----= s. ,.~,-="•-=-~•M, ..... ,_........,_ ... PRESCRIPTIVE COMPLIANCE OPTION LANDSCAPE NOTES: 1. INCORPORATE COMPOST AT A RATE OF AT LEAST FOUR CUBIC YARDS PER 1,000 SQUARE FEET TO A DEPTH OF SIX INCHES INTO LANDSCAPE AREA(UNLESS CONTRAINDICATED BY A SOIL TEST). 2. ALL LANDSCAPE AREAS TO HAVE POSITIVE DRAINAGE TOWARDS CATCH BASINS/DRAINAGE SWALES. IRRIGATION NOTES: SYMBOL -• 0 0 3. IRRIGATION CONTROLLER FOR LANDSCAPE WITH BE AUTOMATIC, AND INCLUDE A SOIL SENSOR AS WELL AS RAIN SENSOR. CONTROLLER AND SENSOR SHALL HAVE A BATTERY BACK UP IN CASE OF PRIMARY POWER SOURCE INTERRUPTION. 1. BACKFLOW PREVENTION DEVICE SHALL BE FEBCO, MODEL# LF825YA. A PRESSURE REGULATOR MUSH ACCOMPANY BACKFLOW PREVENTION DEVICE. 4. PRESSURE REGULATORS ARE REQUIRED FOR IRRIGATION SYSTEM TO KEEP DYNAMIC PRESSURE ON SYSTEM WITHIN ACCEPTABLE RANGES PER MANUFACTURERS RECOMMENDED GUIDELINES. 5. MANUAL SHUT OFF VALVES SHOULD BE INSTALLED AS CLOSE TO POINT OF CONNECTION AS POSSIBLE. 6. ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, ASABE/ ICC 802-2014. 'LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD'. ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ ICC 802-2014. 7. PLANTER AREAS LESS THAN 10 FEET IN WIDTH IN ANY DIRECTION SHALL BE IRRIGATED WITH SUB SURFACE IRRIGATION. 8. A SPECIFIC SUB METER IS REQUIRED FOR THIS PROJECT TO MEASURE LANDSCAPE WATER. 9. A MINIMUM THREE INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN TURF AREAS, CREEPING OR ROOTING GROUNDCOVER, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRAINDICATED. PLEASE PROVIDE A NOTE ON THE PLAN TO THE EFFECT AND/ OR CLARIFY CURRENT NOTES. 10. AT TIME OF FINAL INSPECTION, THE PERMIT APPLICANT MUST PROVIDE THE OWNER OF THE PROPERTY WITH A CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION, IRRIGATION SCHEDULE AND A SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE. 11. OWNER IS RESPONSIBLE FOR LANDSCAPE MAINTENANCE. 12. INDIVIDUAL IRRIGATION VALVES SHALL BE USED TO IRRIGATE ONLY ONE TYPE OF HYDROZONE. ---------------- 2. IRRIGATION CONTROLLER SHALL BE HUNTER, I-CORE, LOCKABLE PLASTIC WALL MOUNT 3. SUBSURFACE IRRIGATION IS REQUIRED TO IRRIGATE ANY LANDSCAPE ARES WITHIN 24 INCHES OF IMPERMEABLE SURFACES, UNLESS THE IMPERMEABLE SURFACE IS CONSTRUCTED TO DRAIN INTO AN ON-SITE LANDSCAPE AREA 4. ALL LANDSCAPE AREAS SHALL BE IRRIGATED WITH SUBSURFACE DRIP LINE -NETAFIM TECHLINE DL - WITH EMITTER SPACING OF 12", LATERAL SPACING OF 16", EMITTER FLOW RATE OF .9 GPH. SEE MANUFACTURER'S INFORMATIO ON SHEET L-2. GENERAL LANDSCAPE NOTES: 1. INSTALL 1 O' LENGTH OF BIOBARRIER ROOTGUARD ALONG FACE OF ALL PAVING/WALLS/ PROPERTY LINE WITHIN 5' OF ANY TREE. 2. THIS IS A CONCEPT ONLY IT IS NOT A CONSTRUCTION DOCUMENT. IF USING THIS CONCEPT AS A GUIDE, METHOD OF CONSTRUCTION FOR ALL ELEMENTS SHOWN ON THIS PLAN SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 3. CONTRACTOR OR OWNER SHALL OBTAIN ALL NECESSARY PERMITS FOR THE WORK SHOWN ON THIS PLAN. 4. ALL DIMENSIONS/LOCATIONS ARE APPROXIMATE ONLY CONTRACTOR TO VERIFY ALL DIMENSIONS AND LOCATIONS OF ITEMS SHOWN ON THIS PLAN IN THE FIELD AND LAY ALL ITEMS OUT FOR APPROVAL BY OWNER BEFORE CONSTRUCTION. PLANTING LEGEND SPECIES/COMMON NAME TREES AGONIS FLEXUOSA PEPPERMINT WILLOW SHRUBS AGAVE ATTENUATA FOXTAIL AGAVE ALOE BAINES!! TREE ALOE BERBERIS AOUAFOLIUM VAR. REPENS CREEPING BARBERRY CALLISTEMON CITRINUS LEMON BOTTLEBRUSH CAREX TUMULICOLA EUROPEAN GREY SEDGE JUNCUS PATENS 'ELK BLUE' ELK BLUE CALIFORNIA RUSH SIZE QUANTITY 48" BOX 2 18" MIN. 11 DIA 6' TRUNK 9 5 GAL. 29 1 GAL. 26 15 GAL. 90 1 GAL. 111 NOTES WUCOLS PLANT FACTOR COLUMN FORM PLANT 3' O.C. \',IDSCA 1:,!:LY!:°,'1 LOW LOW LOW LOW LOW LOW LOW u ---r7.. "':,.\ -// l-(.._' .. "' _, -,,.~=-~ 0 .,, s· r ----1 2-6. Date 0 VICINITY MAP ,,,.---'sFBUE:::.::NA VISTA LAGOON 2752 STATE STREET STATE STREET COMMONS PACIFIC OCEAN I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. SIGNATURE: DATE: 11/19/2019 ,\ l,1 -·-_,. -,.,,, SCALE: 1 /16" = 1' 16 32 FEET 64 -/ CONCEPTUAL PLANTING PLAN NORTH NOT FOR CONSTRUCTION IF PLAN IS LESS THAN 24" X 36" IT ISA REDUCED PRINT. REDUCE SCALE ACCORDINGLY. , I-z w -..J GRAIN LANDSCAPE ARC HI TECTURE BRET BELYEA PRINCIPAL LA60$-<I • 858.504.2738 bret@grainlandarch.com GRA INLANDARCH.COM V) I-z UJ ~ I- V) UJ > z -u -a::: cc u ~ .. ~ V) z ex:> 0 0 0 ~ N ~ 0- <t: 0 I-z u ~ w 0 I-UJ ~ LL UJ -I-...J UJ U) <t: a:::: UJ u I-~ ~ 0 V) i-: <t: t; UJ U) co w ~ N U) ~ LO ...J 0 ~ 0::: ~ r,.... <t: a. V) N u 9/20/19 CHANGES 6/25/19 PROGRESS ~1~1/1=9/~19~_ PROGRESS ~ , PROGRESS PRINT DATE DESIGN BB DRAWN BB, JB CHECKED SCALE 1/16"=1' PROJECT 19-022 , ~ SHEET L-3 .. OF 3 SHEETS, A 3 C D 5 _, ~ I ~. -, -, ~9 _. -I ====1 :::::::=::: I ~ \ I SUITE, A ' ' \ ,' X I ' 3 -...___~ /// "-,, // X // ~ .. I ' ,..__,: -~:_ ----"~ -_ _____., "-// "--, y '", /; illl ~;, : X : ,1~ , , I ' ~~ 1 ...... ~ .. ~----------......,1 ________ .J _l_ 2 II ~ L :I i~ ' I " ---I --f--T r----,1 ,I I !1 ' [ l ' -~±==l=-~========'===i=l========- LEGEND: ------ I + + -a e --+ • -+ --+ +-+--•-+ 1 AREA PLAN -LEVEL 01 • -+ + -+ + -+ ·-·--•->, + -+ + + + -+ +-+--+-+ OUTDOOR AREA ~ RETAIURESTAURANT AREA ~ OFFICE AREA *VBMP SECTION 2. 7. 1 GROUND FLOOR STREET FRONTAGE USES: AREA CALCULATION: OFFICE: 4,775 sf (43.4%) RETAIURESTAURANT: 6,229 sf (56.6%) TOTAL GROUND FLOOR AREA: 11,004 sf (100%) FRONTAGE CALCULATION: OFFICE 9'-1" (6.5%) RETAIL/RESTAURANT: 131'-6" (93.5%) TOTAL FRONTAGE: 140'-6" (100%) TOTAL BUILDING AREA: 19,044 sf FLOOR AREA RATIO: 19,044 sf/ 30,349 = 0.63 FAR TOTAL OUTDOOR AREA: 3,237 sf SCALE: 1/16"=1'-0" GROSS FLOOR AREA CALCULATIONS: INTERIOR LEVEL 01*: RESTAURANT 01 3,170 sf PATIO 01 OFFICE 01-B 2,563 sf OFFICE 01-C 2,212 sf RESTAURANT 02 2,200 sf PATIO 02 COFFEE 859 sf PATIO 3 LEVEL 02: OFFICE 01 8,040 sf SUB-TOTAL: RESTAURANT I 1 6,229 sf OFFICE 12,815sf PATIO TOTAL 19,044 sf ~ OUTDOOR 895 sf 1,678 sf 664 sf 3,237 sf 13,237 sf STATE STREET COMMONS 2742-2752 STATE STREET CARLSBAD, CA 92008 CLIENT STATE STREET COMMONS, LLC 2659 STATE STREET #100 CARLSBAD,CA 92008 ARCHITECT (Executive): G COLEMAN ARCHIECT 3594 HERMAN AVE SAN DIEGO, CA 92104 ARCHITECT (Associate): FIELDXSTUDIO, INC. 2033 SAN ELIJO AVE #643 CARDIFF-BY-THE-SEA, CA 92007 STRUCTURAL: QUALLS ENGINEERING 4403 MANCHESTER AVE #203 ENCINITAS, CA 92024 CIVIL: PASCO LARET SUITER & ASSOCIATES 535 N. HIGHWAY 101 SOLANA BEACH, CA 92075 MEP: SALAS O'BRIEN ENGINEERS 3220 EXECUTIVE RIDGE, SUITE 210 VI STA, CA 92081 LANDSCAPE: GRAIN LANDSCAPE ARCHITECTURE 1212 SANTA FE DRIVE ENCINITAS, CA 92024 'G COLEMAN ARCHITECT & Architecture+Construction+Development CURRENT REVISION No. Description 01 MINOR SDP SUBM TTAL - 02 RES 1oBlvlTTAL 03 RES~Blv.lTTAL GCA Project Number 1903 PLAN CALCULATIONS A0.02 Issue Date 08/07/19 09/24/19 '1/21/19 NOTES CORRESPONDING TO SCHEDULE "B": STATEMENT OF ENCROACHMENTS: ■ 11-ilS IS /'1. LISTING OF OBSER\.'ED IMPROVEMENTS THAT CROSS PROPERTY LINES. STA"latENT Of O\ffiERSHIP OR POSSESSlON IS NOT THE INTENT OF 'TI-ilS LISTING. @-EASEMENT FOR ROAD, PIPE, SEWER LINES AND ELECTRICAL SERVICE AND INCIDENTAL PURPOSES, RECORDED JUNE 7, 1950 AS BOOK 3648, PAGE 32 OF OFFICIAL RECORDS. ITEM IS PLOTTED HEREON AND DOES AFFECT THE SUBJECT PROPERTY. THIS 0--WOOD FENCE (5' HIGH, S.E. END) LlcS 2.0' SOUTHEAST OF THE PROPERTY LINE. THE RECITAL CONTAINED ON THE MAP OF SAID LAND WHICH AGREES TO ALLOW THE CROSSARMS OF POLES OR SIMILAR STRUCTURES PLACE ALONG THE RIGHT OF WAY OF CERTAIN HIGHWAYS TO HANG OVIER THE ABUTTING LAND. THIS ITEM IS BLANKET IN NATURE. NO POWER POLES OR CROSSARMS WERE OBSERVIED ALONG THE SUBJECT PROPERTY. ®-SIGN OVERHANG LIES 3.8' SOU1lcWEST OF THE PROPERTY LINE. NOTE: THERE WERE NO MONUMENTS FOUND OR SET AT THE PROPERTY LINE CORNERS UNLESS OTHER\\ISE NOTED. THE INFORMATION COURSES AND DISTANCES SHOWN ON THIS SURVEY PRINT ARE TRUE AND CORRECT AND ACCURATELY REPRESENT THE BOUNDARIES AND AREA OF THE PREMISES. THERE IS NO VISIBLE EVIDENCE OF CEMETERIES ON SUBJECT PROPERTY. ALL MEASURED AND RECORD DIMENSIONS ARE THE SAME UNLESS NOTED OTHERWISE. AT THE TIME OF SURVIEY NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR ADDITIONS WERE OBSERVIED. NO RECENT CHANGES IN STREET RIGHTS-OF-WAY WERE OBSERVIED AT THE TIME OF SURVIEY. NO VISIBLE EVIDENCE WAS OBSERVED THAT THE SITE IS BEING USED AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL AT THE TIME OF SURVIEY. THIS SURVIEY HAS BEEN PREPARED FOR TITLE INSURANCE PURPOSES ONLY. THIS SURVIEY MAY NOT CONTAIN SUFFICIENT DETAIL FOR DESIGN PURPOSES. THE BOUNDARY DATA AND TITLE MATTERS AS SHOWN HEREON HAVE BEEN DEVIELOPED FROM THE REFERENCED TITLE REPORT. UNLESS THIS PLAN HAS THE SEAL AND SIGNATURE OF THE SURVIEYOR RESPONSIBLE FOR ITS PREPARATION, THIS IS NOT AN AUTHENTIC COPY OF THE ORIGINAL SURVIEY AND SHALL NOT BE DEEMED RELIABLE. THE CERTIFYING SURVEYOR HAS NOT MADE AN INDEPENDENT TITLE SEARCH AND HAS RELIED SOLELY ON SUPPLIED DOCUMENTATION SHOWN ©-STEPS LIE 0.4-' SOUTHWEST OF THE PROPERTY LINE. ®-RAMP & LANDING LIE FROM 0.4' TO 0,7' SOUTHWEST OF THE PROPERTY LINE. I , .::,, FD GEAR SPIKE & WASHER (PER C.R. NO. 034505) N 55"24'20" E (BASIS OF BEARINGS) " z < :r: "' 'J-; w {/) "' 0 "' w z "' 0 C) 0 z " \.ts, :Ii ~" N 55·24'53" E w en ;,, 9 "' w z "' 0 C) C,1,,--, z· _ _, ga.: 5u. CDO BEECH wJ.-:, ~~~:~: :uh: OF LOT 29 C) _, i'.;J a.: le le HAP NO. 1722 ~; _~cy' AY.H. ;,u:;.;n;.;; / STrL ... :::ssER, R ..... i..PH IN A PRELIMINARY REPORT PROVIDED BY FIRST AMERICAN TITLE INSURANCE COMPANY, ORDER NO. DIV-5569765, DATED OCTOBER 12, 2017, AND SPECIFICALLY DISCLAIMS ANY ITEMS NOT SHOWN WHICH MAY OR MAY NOT BE OF PUBLIC '\ I -3□.oo· :c. ROOF OVERHANG (ON P.L.) r S ~T~E~P~SR'-===~=~~---t---~-~ ,,-~UILDING CORNER f3.2' N.E. ""t"////////////,-,,,, ,,,52.8 ·,, ~ " ./ RECORD THAT MIGHT AFFECT THE PROPERTY SHOWN ON THE SURVIEY. u, P.L.J t/ 0.7' CANOPY 11.2' N.E. OF P.L.) J8. 5 S D )JRl,'A~M!EP'...i.!ID;!,., 41:'_S~.!!)W',__. _<,O)t_F_JP:,._bL-L l-,=,r'4----__:::::=:lF'---l-1-l ~· . ;,C~AN".Oa':P,Y,,_..cl2,a,,c3'~N~.E~. -------+-:o.'>'b ~"~~ ~,)( ~ I~ I-OF P.L.J . .,, J I() I \ V co ,~o-•· ~{o LANDING (0.7' S.W. OF P.L.) ~/4 ,/. "a ~ I C, STEPS (0.4' S.W. OF P.L.) A,Y · IL.Jci 0_8, L.L.. \:::/ WATER METER I-~ ROOF OVERHANG (0.3' N.E. (/) <i: OF P.L.) 3' 8 SIGN OVIERHANG (3.8' S.W. u.. OF P.L.J ,_c,/ ·c,/ ~' ' ~ / " P,<\RCEL A PARCEL r-!,4.P BUILDING 2742 STATE STREET 1 STORY STUCCO, METAL & BLOCK (HEIGHT = 24') w en ;,, 0 ,::- "' w z "' 0 " 01,,--, z· _ _, o· _, ll. Su. IDO 0 SDG&E VAULT , V I-TELEPHONE VAULT ~-, D (AREA = 10,853 ± SQUARE FEET) F.F. = 39.80 ---,. .... ✓. BASIS OF BEARINGS: THE BEARING N 55'24'20" E BEING THE CENTERLINE OF BEECH AVIENUE AS SHOWN ON RECORD OF SURVIEY NO. 9164, RECORDS OF SAN DIEGO COUNTY, STATE OF CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY. BENCH MARK: CITY OF CARLSBAD STATION NO. CLSB-130 2.5" DISK IS SOUTHEAST CORNER OF DRAINAGE BOX INLET AT THE END OF CURB RETURN IN THE NORTHEAST CORNER OF GRAND AVIENUE AND WASHINGTON STREET 52 FT. WEST OF RAIL ROAD TRACKS, 4.5 FT. EAST OF THE EASTERLY CURB OF WASHINGTON STREET AND 40 FT. NORTH OF THE CENTEROF GRAND AVIENUE. ELEVATION -40.91 FEET (NGVID29) SITE RESTRICTIONS: ZONING INFORMATION WAS NOT PROVIDED AT THE TIME OF SURVEY. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X" OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO, 06D73C-0761-G, ~ICH BEARS AN EFFECTIVE DATE OF 5-16-12 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. I ., '-._ PARCEL LINE (TYP.) Cl QC 0 :J (Il :::J [)._ 0 w > <{ [)._ (j <i iE 0 3; w ...J (Il <{ w~ t-2:. ~ (/) CANOPY (0.6' N.E. OF P.L.l ,.....J.2' 5.2"1/ Ii} ~ I o' PARCEL S CANOPY (0.6' N.E. OF P.L.) " . _fl•~ !PER T!TLE REPORT) STREET LIGHT "-/ -----~If ~~~i----/~3~0~·----1-; ~ ~0:,9· ," /, . , .,., ~ &::-.°'i.l :!1 -/ '-. .,'>· ~ .,.n BUILDING CORNER (3_9' <._',? '-,,, "'/'. ""'"""'"""'s'P'<"'=~~-----t----a,,p,, I ~f,iJF1J'Lfi /TG = 39.39) _,,~' c, ~-1 ~-~' =PO=S~T=/~TY=P=.)~~~----r---·,9',~· --tt---1-_-~/ ," I . ·. ,"' ~~Y I ~ \ ">°'' . "'"' 'b°' . 'fr' -' C.L. ACCESS DRIVIE • I ~-~~----~-~---;,r----8 --~ ," ·Is:. "'' FRAME-.,,,, I "5 '>< • 11-,'\ p_/P . J'1 "'"-~-'<!-G e,·'"5 /!;,, 1 I"') "j / I "'-._ • BUILDING CORNER ( 4.2' N.E. I"') I I· RAMP = I OF P.L.! ~~ ,"' ➔~f·o~ _,✓, ,354• "V~) .,if' ~ ,fk ,c, W . ~l .. CANOPY (1.1' N.E. OF P.L.) ,<>Y "'"o>" ."Co ! "-0 V "5 ,~ ~STE=P~S~(~0~.9~'~N~.E~-~O~F~P~-=L~)----j---~;;i---flI~ BUILDING BUILDING CORNER (4.9' N.E. ~C~A~NO=P_Y~~ (1~-~l'~N~·=E._O_F_P_.L_._ l_...,.. ___ "5_"_,,.,t,'),~"-.--Jt--,-,➔'-1:; f:?·'' , 2752 STATE STREET 1 STORY STUCCO, METAL & BLOCK (HEIGHT = 25.8') (AREA -3,980 ± SQUARE FEET) F.F. ~ 41.65 OF P.L.j WATER METER (TYP.) "' .... . I°' Cl'> ////////////////, .N 2 "' w z "' 0 C) '-' f-,, ~_j go: 5u. 0:, 0 "' 2 "' w z "' 0 C) 0,-,. z· _ _, g~ 51"-CD 0 ESTABLISHED PER RECORD OF SURVIEY NO. 9164 S 55'26'DO" W PORTlON c,F LOT 31 SEASIDE LAi•lDS HAP Ho. ::;:~~ P .. P.i'l. 21!3-1:'Vi-G:~ ,, ............ , ..... ' FAH!L':' :-::::'{'-''...A~Lt: TRUST GRAND w en ;,. 2 "' w z "' 8 c,.,.__ z · _ _, 90.: 5u. CDO ;i z . e "' w z "' 0 " """ z· _ _, O' _, ll. 5u. CDO "' 0 I " :i: "' -w'] C) • z ll. w le"- 00 o· o3' 3'z -- 0 AVENUE ,-. w en 0 :r: "' " 9 :i: !.'? ID "' ::, w,..,. C) C) _, z· c..ir-w ll. z· I,. le 0"" oO C) ll. o. ·., le ow 0 ;, en (162.63' R.) 162.10· I --10 20 40 60 GRAPHIC SCALE: 1•=20' w en "' 0 I N '-' 2 :r: 0:, ~ "' ::, w--,-C) "-' Z' c..i~ w ll. Z' le le 0"" aO C) ll. 0- le aw kc 3' vi -~ I I \ ... FD. GEAR SPIKE & WASHER (PER C.R. NO. 034506) 380.40' WOOD FENCE (5' HIGH 1.3' S.W. OF P.L.) PARCEL MAP NO. 133\l .<>..P.i·!. ______ ;_ ,-,- DEl/iHURST DONALD & LAEL ------7 3 I) Pu:--;: :u:·: ,i:-L\i: .1\J :::::,., ::::1r.i:::-:., t,ff','<: :V:,U.r' I'll..'. °:722 A.P.N. 203-161-rn :.·:::. ... ~:-:•.g•.~: DONALD ::. LAEL N.E. LINE OF LOT 30 ::~:t,,:t~•.r: :_Ai•H~-:: i"ll-',r' NO. 1722 HOWARD JONES MARiT AL TRl..!ST WOOD FENCE (5' HIGj 0.9' S.W. OF P.L.) ----- 162.70' "' 0 I " :i: "' -w--:-u"" z 0. w le"- 0 o g~ 3'z ::: ... "'..::: ........ ~ i-iAP MG. 172:! P .. P.N. 203-1Bi-OS HOWARD j()NES MAf~iTAL. TRUST ESTABLISHED PER RECORD OF SURVIEY NO. 9164 AVENUE 380.18' SITE 25'A y V _,. 0 0 'O "' ,-.. 1-w w ~ en 1-_J ~ w en 0 0 0::: • 0 0 "' \'.,' "' z ~.,_<:> ".,.~---VICINITY MAP NO SCALE LEGEND: N. s. E. w. N.E. S.E. N.W. s.w. TYP. DIA. P.L. NO. A.G. R. M. C.L. T.E. CONC. - FD. W/ SDG&E - P.S. C.R. sea ROS TC FS F.F. TG TR NORTH SOUTH EAST WEST NORTHEAST SOUTHEAST NORTHWEST SOUTHWEST TYPICAL DIAMETER PROPERTY LINE NUMBER ASPHALT CONCRETE RECORD MEASURED CENTER LINE TRASH ENCLOSURE CONCRETE FOUND 111TH SAN DIEGO GAS & ELECTRIC PARKING ST ALLS CORNER RECORD SEWER CLEAN-OUT RECORD OF SURVIEY TOP OF CURB FINISHED SURFACE FINISHED FLOOR TOP OF GRATE TOP OF RAMP PARKING STALLS: 10 STANDARD STALLS 2 HANDICAP STALLS NOTE: BASED ON MARKED STALLS AT THE TIME OF SURVEY. LAND AREA: 30,349 SQUARE FEET 0.697 ACRES ACCESS NOTE: THE SUBJECT PROPERTY HAS DIRECT ACCESS TO STATE STREET. UTILITY NOTE: BASED ON VISUAL OBSERVATION. THE SUBJECT SllE IS SERY!CED BY ALL THE NECESSARY UTILITIES REQUIRED TO MAINTAIN NORMAL OPERATION. THE UTILITY LOCATIONS SHOWN HEREON WERE DETERMINED BY OBSERVED ABOVE GROUND EVIDENCE ONLY. THE SURVEYOR WAS NOT PROVIDED WITH UNDERGROUND PLANS OR ABOVE GROUND MARKINGS TO DETERMINE ANY SUBSURFACE LOCATIONS. .. ' .. c LEGAL DESCRIPTION: REAL PROPERTY IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL A; PARCEL 1 OF PARCEL MAP NO. 1339, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 23, 1973 AS FILE NO. 73-048297 OF OFFICIAL RECORDS. PARCEL B: THE NORTHWESTERLY 64 FEET OF THE SOUTHWEST 162.7 FEET OF LOT 30 IN SEASIDE LANDS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1722, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 28, 1921. THE SOUTHEASTERLY LINE OF SAID PARCEL BEING PARALLEL WITH AND DISTANT SOUTHEASTERLY 64 FEET FROM THE NORTHWESTERLY LINE OF SAID LOT 30. PARCEL C: ALL OF LOT 30 OF SEASIDE LANDS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1722, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 28, 1921. EXCEPTING THEREFROM THE SOUTHEASTERLY 60.3 FEET OF THE NORTHEASTERLY 162.7 FEET. ALSO EXCEPTING THEREFROM THAT PORTION LYING NORTHEASTERLY OF THE NORTHEASTERLY LINE OF THE SOUTHWESTERLY 162.7 FEET AND NORTHWESTERLY OF THE NORTHWESTERLY LINE OF THE SOUTHEASTERLY 60.3 FEET ALSO EXCEPTING THEREFROM THE NORTHWESTERLY 64.0 FEET OF THE SOUTHWESTERLY 162.7 FEET. APN: 203-181-19-00 THIS DESCRIPTION DESCRIBES ALL THAT PROPERTY DESCRIBED IN THE PRELIMINARY REPORT IDENTIFIED AS FIRST AMERICAN TITLE COMPANY, ORDER NO. DIV-5569765, DATED OCTOBER 12, 2017. ALTA/NSPS LAND TITLE SURVEY A1.00 AL TA I NSPS LAND TITLE SURVEY FOR 2742 & 2752 STATE STREET CARLSBAD, CALIFORNIA To: Ostrie Family, Inc .. a California corporation and First American Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, ;·ointly established and adopted by ALTA and NSPS, and includes Items 2, 3, 4. 6(a), 6(b), 7(a, 7(b)(1), 7(c), 8, 9, 13, 14, 16, 17 and 20 of Table A thereof. The field work was completed on September 21, 2018 Dote of Plat or Map: May 9, 2019 SCOTT E. OHANA Registration No. with in the State of Date Of Survey EXP. 12-31-19 7526 CALIFORNIA 9-21-18 Dote Of Last Revision 5-9-19 D D□M □□G Project Job No. 159-19 DMG, Inc. 1278 Glenneyre Street #41 O Laguna Beach, CA 92651 949-825-7786 efax: 949-625-9777 Sheet 1 of 1 ) A B, C D _________ -'2---5 _________ L__ ________ ----"4 _________ --L_ ________ ~---------~------------='~---------'---_ -- ~-r--~~-t~-------ccc-;c,--------~-;c-./'-----'-----------;c~----------~,~----~~~--------J~------~~--------¾ (-9'! o'-o" I 4c'-c"' 2'-t I cJ·-c, JS-o" LC' c· I I I I I I I ~--r----1-~ --- 1 . I I I I I I I I I J ':'\ t-~ --. ~-/1 ------------ 1/1/ ! ll/ : //: ft _// 1/ i ' ----r--- 1 I . ~ ~ ! .. :. ,..__n_ ---------+---~ • //, 13 I --,---~ -_, ---SUITESA-&13 ! i 1 0, 853 sf "',ro' ~ i1. i_·.: .•.. ;:81/ M;; .I ~. I F.F. +39' -9-112" I / / ~ /~/~ ~~4"j-~"1 l . . ' ' \~ ' I i H ' ' ' ' ' ' : ' ' • /, I / / _ .-/ / ' 1/ , 1// 1/ .-// .. i I . / ' /' __,__ --"s---,, tfd .... · --l ----" " -L •P1 --..... ------I ,,-"' =--::-= ::_=_::_= __ ::_=_::___ ,-L./_LL _ _/ -~---_--__ \ ,. ______ , _____________ ;!; ________________ - I I ---------------' e " ~, -;,; ,;, ,.• )l' ;·. '01 ':": .,,-,-..;•; __ I ___ _ __ , ___ _ LEGEND: -AREA OF DEMOLITION ij~..-J SUITE C 3,980 sf F.F. +40' -7" 0 I c--c, I I I I 1-,.!:?{ISTl~§_f_l...Q9~ ~LAN SCALE: 1/8"=1'-0" sc: 0' 2' 5' 10' 20' STATE STREET COMMONS 2742-2752 STATE STREET CARLSBAD, CA 92008 CLIENT STATE STREET COMMONS, LLC 2659 STATE STREET #100 CARLSBAD,CA 92008 ARCHITECT (Executive): G COLEMAN ARCHIECT 3594 HERMAN AVE SAN DIEGO, CA 92104 ARCHITECT (Associate): FIELDXSTUDIO, INC. 2033 SAN ELIJO AVE #643 CARDIFF-BY-THE-SEA, CA 92007 STRUCTURAL: QUALLS ENGINEERING 4403 MANCHESTER AVE #203 ENCINITAS, CA 92024 CIVIL: PASCO LARET SUITER & ASSOCIATES 535 N. HIGHWAY 101 SOLANA BEACH, CA 92075 MEP: SALAS O'BRIEN ENGINEERS 3220 EXECUTIVE RIDGE, SUITE 210 VISTA, CA 92081 LANDSCAPE: GRAIN LANDSCAPE ARCHITECTURE 1212 SANTA FE DRIVE ENCINITAS, CA 92024 ' G COLEMAN ARCHITECT Architecture+Construction+Development CURRENT REVISION No. Description 01 MINOR SDP SUBMITTAL - 02 RESUBMITT~.L 03 RESUBMITTAL GCA Project Number 1903 EXISTING FLOOR PLAN LEVEL 01 A1.01 Issue Date 08/07 /19 D9/24/19 11 /21 /19 P.L B C P.L. D 5 p L I f I ! i i I ' 11' I ' I i I I ! ! BUILDING A ALUM. STOREFRONT, lYP. ' ... 3 .. EXISTING ~l::~T ELEY~ TIQN SCALE: 1/8"=1'-0" 4 PAINTED BRICK ' ' I , I _______ l_ -' -•----' ! ----; -'_ I ' ; SURFACE PARKING LOT EXISTING NORTH ELEVATION -BLDG C 2 SCALE: 1/8"=1'-0" I i I SURFACE PARKING LOT 1 EXISTING NORTH ELEVATION -BLDG A SCALE: 1 /8"=1 '-0" 3 STUCCO BUILDING B '_!_[I I I Li L ALUM. STOREFRONT, ·1' lYP. LIi , __ I I/ / METAL SIDING / i ' I I \ \ 1~ ALUM. STOREFRONT, \__ STUCCO lYP. PAINTEC BRICK 2 P.L. P.L P.L _/ BUILDING SIGNAGE 1 I µJ~ = ~-~=~1v ~ '"' i i ' ---.-,-L--'--'--'-'-1 ii □l~~~, Ba ALUM. STORE0,0NT, -yp BUILDING C STATE STREET STATE STREET I ! 'I MET~L SID NG w/ , . ; PAINTED MURAL STATE STREET COMMONS 27 42-2752 STATE STREET CARLSBAD, CA 92008 CLIENT STATE STREET COMMONS, LLC 2659 STATE STREET #100 CARLSBAD, GA 92008 ARCHITECT (Executive): G COLEMAN ARCHIECT 3594 HERMAN AVE SAN DIEGO, CA 92104 ARCHITECT (Associate): FIELDXSTUDIO, INC, 2033 SAN ELIJO AVE #643 CARDIFF-BY-THE-SEA, CA 92007 STRUCTURAL: QUALLS ENGINEERING 4403 MANCHESTER AVE #203 ENCINITAS, CA 92024 CIVIL: PASCO LARET SUITER & ASSOCIATES 535 N. HIGHWAY 101 SOLANA BEACH, CA 92075 MEP: SALAS O'BRIEN ENGINEERS 3220 EXECUTIVE RIDGE, SUITE 210 VISTA, CA 92081 LANDSCAPE: GRAIN LANDSCAPE ARCHITECTURE 1212 SANTA FE DRIVE ENCINITAS, CA 92024 'G COLEMAN ARCHITECT Architecture+Construction+Development CURRENT REVISION No. Description 01 MINOR SOP SUBMITTAL - 02 RESUBMITTAL ----- C3 RESUBMITTAL GCA Project Number 1903 --- EXISTING BUILDING ELEVATIONS A1.02 Issue Date 08/07 /19 09/24/19 11/21/19 5 . I 4 P.L. M::TAL SIDING LIGHTWEIGHT SHADE ~ STRcCTURE ",_ A ~~'···-----·-· -;_-_" : ~~----·-·-·-···---·'·.! -- BUILDING C STUCCO •. 3 EXISTING EAST ELEVATION SCALE: 1/8"=1'-0" P.L. B / McAL SIDING I I I -I: i ' ! ' _l_ ' : ' □ . ' ' I L ·- n . ' --, -I C STATE STREET EXISTING SOUTH 2 ---SCALE: 1/8"=1'-0" \ \ BUILDING B Eta!Ail'O~-STBLDG B •., __ P.L. D STATE STREET .EXISTING SOUTH ELEVATION -BLDG C SCALE: 1/8"=1'-0" -----------------. ··- 3 2 p L. METAL SD NG µNOTE: F.,LSC: FACADE :N RONT CF EXISTl,G CUDNSET TRU:TURE I --- ---------I -,---,-'_ ' ' ' I ' i ' BUILDING B BUILDING A P.L. Bide ".F. 01 l'E', j-o' -o ~ /2", \ / ._; '-' '/ SURFACE PARKING LOT P.L. CIIU IC' . I. 'v I '\ SURFACE PARKING LOT PAINTED BRICK STATE STREET COMMONS 2742-2752 STATE STREET CARLSBAD, CA 92008 CLIENT STATE STREET COMMONS, LLC 2659 STATE STREET #100 CARLSBAD.CA 92008 ARCHITECT (Executive): G GOLEMAN ARGHIEGT 3594 HERMAN AVE SAN DIEGO, CA 92104 ARCHITECT (Associate): FIELDXSTUDIO, INC. 2033 SAN ELIJO AVE #643 CARDIFF-BY-THE-SEA, GA 92007 STRUCTURAL: QUALLS ENGINEERING 4403 MANCHESTER AVE #203 ENCINITAS, CA 92024 CIVIL: PASCO LARET SUITER & ASSOCIATES 535 N. HIGHWAY 101 SOLANA BEACH, CA 92075 MEP: SALAS O'BRIEN ENGINEERS 3220 EXECUTIVE RIDGE, SUITE 210 VISTA, GA 92081 LANDSCAPE: GRAIN LANDSCAPE ARCHITECTURE 1212 SANTA FE DRIVE ENCINITAS, CA 92024 'G COLEMAN ARCHITECT Architecture+Construction+Deve!opment CURRENT REVISION No. Description 01 MINOR SDP SUBMITTAL 02 RESUBMITTAL 03 RESUBMITTAL GCA Project Number 1903 EXISTING BUILDING ELEVATIONS A1.03 Issue Date 08/07 /19 09/24/19 11/21/19 A ( 8 _J C D 5 . (P) 4" FIRE SERVICE- & RPC/1, I~ I (P) SIDE\lvALK LNDER DRAIN---++-,~ ', - ' ! i--- PfcO:JERTY _II E: TO STREE-CEl-,HR_INE 4 ,_ (P) 6' ~Tr~CE----,\RELLIS (.ABOVE) SUITE C F.F. +41'-7" 3 (P) GAS METERS~~ P.L. ~ P.L. \ MAI I ELECT .ICAL ROOM (P) BICYCl_E RFPAIR-\ STATION (P) BICYCI_E RACK, ( 6) SPACES 15. c;q'_5" Uc 14. 13. 12. 9. 8. SURFACE PARKING LOT (35 STALLS) 7. IL_ _ _J 3. 2. 2 35. ---! 34. 33. 32. 31 30. I I I ' I i I I PROPOSED 1 C' PUBLIC SEWER ASElvlE~IT; REF. CIVIL EXISTIN ASPHALT 1 PARKIN ARE/\; FAINTED -__ I --I. 29. I~;; RE-STR PING O~JLY c"----1--EXISTING 1 O' RO/ID, ===="====F'I PIPE, SIEWER LINE AND 1 er I ELECTRIC SERVICE 28. 27. 26. 5. 24. I I EASEME T TO RElv!AIN ! ' i I ~1--' 1 -GREASE :NTERCEPTOR I (UNDER ROUND) I I l --•, P.L. ~b I , I ' ✓ I ! LINE OF SECOND FLOOR ABOVE) 23. CAR/VANPool I ch 22. CAR/VANPOdL, --__ : --.:__! I 19. ' ____8-EXISTIN ' I LINE -I I 6" VCP SEWER 18. 17. 16. GREASE• INTERCEPTOR (UNDERGROUf~D) I I I ~-LINE o~ SECOND er I I, FLOOR (ABOVE) (P) BICYCLE RACK; (6) SPACES I SITE PLAN LEGEND: I I "P.A,. PLANTl~G AREA GRAVEL .1 C.I.P. CONCRETE ---~-~ UNIT PAVERS; REF. LANDSCAPE ~ C.I.P. CONCRETE S'TE WALL CMU SITE WALL sc: O' 5' 10' 20' STATE STREET COMMONS 2742-2752 STATE STREET CARLSBAD, CA 92008 CLIENT STATE STREET COMMONS, LLC 2659 STATE STREET #100 CARLSBAD, CA 92008 ARCHITECT (Executive): G COLEMAN ARCHIECT 3594 HERMAN AVE SAN DIEGO, CA 92104 ARCHITECT (Associate): FIELDXSTUDIO, INC_ 2033 SAN ELIJO AVE #643 CARDIFF-BY-THE-SEA, CA 92007 STRUCTURAL: QUALLS ENGINEERING 4403 MANCHESTER AVE #203 ENCINITAS, CA 92024 CIVIL: PASCO LARET SUITER & ASSOCIATES 535 N. HIGHWAY 101 SOLANA BEACH, GA 92075 MEP: SALAS O'BRIEN ENGINEERS 3220 EXECUTIVE RIDGE, SUITE 210 VISTA, CA 92081 LANDSCAPE: GRAIN LANDSCAPE ARCHITECTURE 1212 SANTA FE DRIVE ENCINITAS, CA 92024 'G COLEMAN ARCHITECT Architecture+Construction+Development CURRENT REVISION No. Description 01 MINOR SOP SUBMITTAL ! 02 RESUBMITTAL 03 RESUBMITTAL GCA Project Number 1903 SITE PLAN A2.00 Issue Date 08/07 /19 09/24/19 11/21/19 5 4 3 2 A I H-------------2;212-sf-----------1--I 8 F.F. +41' -7 3/4" 1 FLOOR PLAN -LEVEL 01 SCALE: 1/8"=1'-0" D sc: O' 2' 5' 10' 20' STATE STREET COMMONS 27 42-2752 STA TE STREET CARLSBAD, CA 92008 CLIENT STATE STREET COMMONS, LLC 2659 STATE STREET #100 CARLSBAD,CA 92008 ARCHITECT (Executive): G COLEMAN ARCHIECT 3594 HERMAN AVE SAN DIEGO, CA 92104 ARCHITECT (Associate): FIELDXSTUDIO, INC. 2033 SAN ELIJO AVE #643 CARDIFF-BY-THE-SEA, CA 92007 STRUCTURAL: QUALLS ENGINEERING 4403 MANCHESTER AVE #203 ENCINITAS, CA 92024 CIVIL: PASCO LARET SUITER & ASSOCIATES 535 N. HIGHWAY 101 SOLANA BEACH, CA 92075 MEP: SALAS O'BRIEN ENGINEERS 3220 EXECUTIVE RIDGE, SUITE 21 O VISTA, CA 92081 LANDSCAPE: GRAIN LANDSCAPE ARCHITECTURE 1212 SANTA FE DRIVE ENCINITAS, CA 92024 ' G COLEMAN ARCHITECT CURRENT REVISION No. Description 01 MINOR SDP SlBMITTAL 02 R0 SUBMITTA 03 R~SUBMITTAL GCA Project Number 1903 FLOOR PLAN LEVEL 01 A2.01 Issue Date 08/07 /19 09/24/19 11/21/19 Ai i ----i B C ol 5 4 3 ---------------------'--------------~2 ____________ __J:__ ____________ !__ ____________ --I- ✓-~ I ' v LINE OF ROOF (ABOVE) I (E' ' 0i I J~--------' ,_I I ----"·-- 1 I ' I ' I ' I I i t?-"_ ~,_______., L---+--il i ~---+---lll 1 1:' , ' r---+--il / --1 I f------.-----., I ~--'_ --1------ i ' ~ ----,r--•1 --_=c_ccTcc_-=_c=-_cc, _=c_cc-T-_-_ ,-7~--T-_-_ --,-------,------.,-------.------,-_-_-----J__ I'll: ____ _, I ' I ,-----Ht---fll ,...--,---------------1~ i r-----Hl---lil -~ -7~=====================~-,---=--~~------------------------------------------------------------------!}----------------------------~~· I ~ -~-;-~/ ~-,--------! ________________________________ _ -I i . I I ! G-+- I , 1----s i I ~~= '~--~I I j I ' I ' I \ \ \ ' \ ' \ ' \ ' I ' \ / \ I ' ' OPEk T0 BELCW ' / / \ / \ \ ' \ I / / ' I / / ,- / ' / I / \ _i _J~_,-t\ ==:::J--------------------F:::~i~:::::~---------;-----------: _______________ J_:_, --~--~--~--~--~--~--~--~--~--~--~--~---t::=tz:=_=_=-~=-::t L _____ J ~------' I I I I -- I ,-----7 ,------i I I , 4 ~-=-=-~ ~--=~SKYLIGHT (ABOVE) : I ii~ ~=====7 ~==t=== '. I i : 1~~ 1 ______ _J L.__.., ___ _J I ,-----7 :-------i I I I i I I , Suff' E'S;' L _____ _J --,------ ' I I I I I SUITE C F.F. +54.'.-3-4/2!!...J L _____ _, --------7 , -----7 I I I: , F.F +54'-31/2" I I I ______ _J '------_J ------7 ------7 I I I I ______ _J ______ _J I I : -- 1 I I I I L _____ _J L _____ _; -------·1 -------7 I , I I I , ______ _J ______ _J ,---·--·1 ,-----7 i I I I I L_ _____ _j :_ _____ _J i 1-t------------------------------- <pFFICE 01 I: I a,o4o st i I I ' I I I 1 i i I Ii : : G!> ! -->-- I : :;::::o,=_=,"=.="=.= __ =_ =1 _=_=_=_=_=_===_=_=_=...=_=-_=_=_=_=:_=_=-=-=--=-= _=_=:_=_=-=-=-=--=-=-=_=_=:_=_= ___ = _ _::__=/=::;;i~I, ~-c_:_c':-~~cc<':::.-'=,A•~-~'-"02=~ 1 "-;=-_ -=-·cc· •::=c: :::~c'-':::.-··=--~ ,_ __ ,E __ =_:__."= __ = __ =_ae,:_ __ =._:_= __ =_ iH:-1------;-GLASS~R7 ITIOrJ _____ 1 __ '_:0;TQ'~~~:/ . _/ ✓-·, "-..._~ I ~// i '"- I I I I I 11 I ---- ~' Jl.6_3 JI ) '-T:/ 1 FLOOR PLAN -LEVEL 02 SCALE: 1/8"=1'-0" sc: O' 2' 5' 10' i 20' STATE STREET COMMONS 2742-2752 STATE STREET CARLSBAD, CA 92008 CLIENT STATE STREET COMMONS, LLC 2659 STATE STREET #100 GARLSBAD,GA 92008 ARCHITECT (Executive): G COLEMAN ARCHIECT 3594 HERMAN A VE SAN DIEGO, GA 92104 ARCHITECT (Associate): FIELDXSTUDIO, INC. 2033 SAN ELIJO AVE #643 CARDIFF-BY-THE-SEA, CA 92007 STRUCTURAL: QUALLS ENGINEERING 4403 MANCHESTER AVE #203 ENCINITAS, CA 92024 CIVIL: PASCO LARET SUITER & ASSOCIATES 535 N. HIGHWAY 101 SOLANA BEACH, CA 92075 MEP: SALAS O'BRIEN ENGINEERS 3220 EXECUTIVE RIDGE, SUITE 210 VISTA, CA 92081 LANDSCAPE: GRAIN LANDSCAPE ARCHITECTURE 1212 SANTA FE DRIVE ENCINITAS, CA 92024 'G COLEMAN ARCHITECT , , Architccture+Construction+Development CURRENT REVISION No. Description C1 MINOR SOP SUBMITTAL 02 RESUBMITTAL 03 RESUBMITTAL GCA Project Number 1903 -FLOOR PLAN LEVEL 02 A2.02 Issue Date 08/07 /19 09/24,119 11/21/19 A B C D 5 4 3 _ ____JL__ _______ ~ ____ __f_2 _____________ _L _____________ ---'----------------1-- (D) ~ E I ,,,_,,-111-------li ! !':---==~ I ,------jjf-----11 ! I ' -------------- 2%, TYP. J ,1 -~ -----~-----------11 1---~~-~~ -----1 ' I ! IE :: :: ::---flf-1 -----+-----<H lr'\,_ __ /,'rr-_7 _______ -~-, -----------!'Ir----"-i 8;,;-;--~'""";_c'·"'""-AF--ec;,.'---------,-,--1-----'=e~ _/L i --------------------, ,..,_, -, c,--,· r f'' r.= 0, , , " I 1'--lo:J ~--), Ii ROOF PARAPET / ----------------~ ' i '(":> --r------1----------------;"------r-------1c±::=======i ------------- 1 I • I ! -~---/ ----~ AREA FOR FUTURE KITCHEN_ cXH?.UST ROOFJDP-., P~CKAGS_IJNIT ! : . R00fTOP PACKAG[ UNIT ; ,,-✓- ' '::_::.::..:___~ __ : ......... .:' 7.3% ____ ,,. 1' : 2%, -yp_ ----ii ___ 11 'I I ' ' i\ -2%, VP.I 11 ------=---=~-------=-------------------i ' --:_ -I ----·--7 7 -------~~:1 ----I • i ~==)•h-- 7 ------: ___ -::1 -, ' i ~ I >-;;-~ c=--:~~:===== -____ -_ --~-~--- : ~ r;=, ~~ ~:~c-;~=--;~-~=-~ ~. I i I ---I _________ _ _ AREj\ FOR FUTURE KITGHEN EXHALST : 2%, ,YP 'c- ?.7% --' ROOFTOP P,',CKAGE IJ~IT I_Z]t/'_J' ] I i -------j 7.7% : / : I ii::. ;_ _ ,_ _______ --- SPLIT svSTEM OUTDOOR CONDENSERS EQUIR'MENT ENCLOSURE C I i _ VELUX "RIDGELGHT" SKYLIGHT SYSTEM .AREA FOR FUTURE KITCHE~ EXHAJST I I I I '! A / 2%, -r,p_ 4-f-c-~I ----------' -_____ _j ----------------------------------------jl----------~~:-,:=-:=:=:i_:=-=•-1 : _____ :_, ______ ------------1--I =====~5-!i::' ~:~3_';:';~R+JC=~;:;,;q-4===========~!---------- 11 1' '1 -2%, TYP I 'i I I I I Ii ii :I j II II I l JnTYF I , ' 1' ' I I -·-I i -=··=· =---~~~~~~~~~~~~~~~=~~~~-(=)-+-----: ------_ ----H---------~j-----------:-----1--1--------------------------1 I i I . I I I I --- 1 I ' ' I I --,---- ROOTTOP ! PACKAGE __ UNIT ~ ;----- 1 I I EQUIPMENT •ENCLOSURE I I AREA FOR FUTURE 1 KITCHEN EXHAUST I L ---------·-·---- I ----- 1 I ----------·---·· --------------+--------.-------~---~I' ---------- I I ------------------------------------------ --__ I' ,I --.I.J_%____ -+------·-3% ----- I ' ii ---j - ---~ 1 ROOF PLAN SCALE: 1/8"=1 '-0" SCI Q' 2' 5' 10' 20' STATE STREET COMMONS 2742-2752 STATE STREET CARLSBAD, GA 92008 CLIENT STATE STREET COMMONS, LLC 2659 STATE STREET #100 CARLSBAD.CA 92008 ARCHITECT (Executive): G COLEMAN ARGHIEGT 3594 HERMAN AVE SAN DIEGO, CA 92104 ARCHITECT (Associate): Fl ELDXSTUDIO, ING_ 2033 SAN EUJO AVE #643 CARDIFF-BY-THE-SEA, CA 92007 STRUCTURAL: QUALLS ENGINEERING 4403 MANCHESTER AVE #203 ENCINITAS, CA 92024 CIVIL: PASCO LARET SUITER & ASSOCIATES 535 N_ HIGHWAY 101 SOLANA BEACH, CA 9207 5 MEP: SALAS O'BRIEN ENGINEERS 3220 EXECUTIVE RIDGE, SUITE 210 VISTA, CA 92081 LANDSCAPE: GRAIN LANDSCAPE ARCHITECTURE 1212 SANTA FE DRIVE ENCINITAS, CA 92024 'G COLEMAN ~ ARCHITECT I Architecture+Constructior+Develo;::iment CURRENT REVISION No_ Description Cl lv!INOR SDP SUBlvl!TTAL 02 RESUBlv!ITTAL 03 RESUBlv!ITTAL -- GCA Project Number 1903 ROOF PLAN A2.03 Issue Date 08/07 /19 09/24/19 11 /21/1_9 B C D 5 I,CTE EXTR DR CQ',IPOCJFNTC OF f]LLM::l NG, P~OC::":S:31NG, -IE.AT \)G, CJOL::~G. A~JD \iDffLATIOi~ SYSE:v1S Si !A ... L NOT :!E c RECTLV v:s 3c, FRo,,1 A "ciCHT 0° Fl\/" FFFT FR Of; Tee Cc0SFST Bal.D llG W,,,L Ctl AD,AC,~T LTS 3/4'' P.L. cp T.0. ROOF +64'-1 I /2" I ' I ' ' ..P. ,~_,p;..r-_; - I L-. GRADE ;J STREET 3 WEST ELEVATION P.L. SCALE: 1/8"=1 '-0" NCT':_: tX!::J-/IDR C,JlvlP8NE\T'3 CF PLU\G~!G. PROCESSlf<:~, '---Ln\C, CX)L. \JG, M1D VE\-ILA-ICI\ SYS-C:IIS ScA.L N,JT 2E DIRE:ILY VSl3L, F'lOII A HE.GHT C" FIV, F,ET r,c:~ "HE c_cscs· 3J!_C NG '//ALL ON .t..=tA,::::NT LOTS ' 4 TO. PAR;PCT +65' -3 . /2" ' -------------r [ill cp I ' I -------· -~--. ·-,, __ ,_,, ___ _ I ' I ' I -1-- L1 EW PAD-l!OUNTEC TRANSFORMER PER SDG&E S,ANDP,RDS ------------ 8 f--------il _: __ ,_. SURFACE PARKING LOT 2 -, NORTH ELEVATION -BLDG C / SECTION AT "BRIDGE" P.L. SCALE: 1 /8"=1 '-0" :W-E: ::;CERIO~ CCHiPOENTS 01 "'.cl,IBING, PRCCESSl~C, cE.<TiNC, COOLI\G, A\O '/ENTIJTl:JN SYSTE\IS SHfU NO-EE J,R,("~Y VISIBLE FRmr e, CEIG"" OF "iVE F~ET F~C'-A -HE c_cs::s-:-3Ji_C.\JG '/,W ... L ON ;.=:c:AC~:JJT LDTS _L SURFACE PARKING LOT ----------------- ~---~ . 1'----- ' ~~---_----~ < ~ J _c __ ,.-:~j I 1 NORTH ELEVATION -BLDG A r--------------------------------------------- , SCALE: 1/8"=1'-0" ---------------------- 3 T.O. SKYLIGHT .--~ , _,/~' _,/ -,'-.. / s -~ ~-,F -_I -~-_!_ I:' ' . _,__ ;_ : -i-- i I i I . . ----, - i i 5 T.0. PARAPCT 2 17 ,'?' y ' CE] SC'lEENING CF RO~TOP -------------i_ ~j - MECH. EPUIP. __,______ I , ----'- WALL -MOUl,TED CLOCK EXISlt<G Di!VEVl'AY & CUR3 CL T P.L. '+--[a] ROPE TRE_US /SCREEN 8 Ll: C ------------- I'', .,· -~ ' ' i::r~.: '' ,' '11·;·-'-·::L.~----':-J....,,~---'~' :~:J:·' .. 1 1 -~ i' [: i: 1 I;.! __ 'I/ALL -MOUNTED CLOCK 1 •0-,--,:' -'-,- ' ' ' ' i I , ' • I l18i 2 ''' ' ' I I : i : __ -----~-:--+~~ 1 !_Ji I T~r; l I /,---L-;--1-:;:i,::r; '~' I ::r:;:r ; 1 STATE STREET p L. cp ., STATE STREET 3LCC ------- KEY NOTES: OJ CONCRETE WALL -SAND FINISH OJ NOTUSED [3J CONCRETE UNIT PAVER$ [Ij CMUWALL o= CORRUGATED METAL SIDING & ROOFING -CORTEN COLOR [I] STANDING SEAM METAL SIDING & ROOFING -GALVALUME [I] STEEL FRAMING -PAINTED FINISH 187 STEEL FRAMING -GALVANIZED [ij STEEL AND CABLE RAILING SYSTEM ~ WOOD JOIST/BEAM [ill T&G WOOD SOFFIT @J NOTUSED ~ PLYWOOD CLADDING GJ CLASS A TPO ROOF MEMBRANE OTI DECK COATING SYSTEM [ 16 I ALUM. STOREFRONT SYSTEM -DARK BRONZE FINISH @] ALUM. STOREFRONT SYSTEM -CLEAR ANODIZED FINISH l_1~ ALUM. STOREFRONT SYSTEM -"STEEL LOOK" [j.i] NOTUSED 1 20 I NOT USED [m STUCCO -COLOR 1 -CONCRETE COLOR @J STUCCO -COLOR 2 -GREEN @I SKYLIGHT SYSTEM @J PERFORATED CORRUGATED METAL STATE STREET COMMONS 27 42-2752 STATE STREET CARLSBAD, CA 92008 CLIENT STATE STREET COMMONS, LLC 2659 STATE STREET #100 CARLSBAD.CA 92008 ARCHITECT (Executive): G COLEMAN ARCHIECT 3594 HERMAN AVE SAN DIEGO, CA 92104 ARCHITECT (Associate): FIELDXSTUDIO, INC, 2033 SAN ELIJO AVf. #643 CARDIFF-BY-THE-SEA, CA 92007 STRUCTURAL: QUALLS ENGINEERING 4403 MANCHESTER AVE #203 ENCINITAS, CA 92024 CIVIL: PASCO LARET SUITER & ASSOCIATES 535 N. HIGHWAY 101 SOLANA BEACH, CA 92075 MEP: SALAS O'BRIEN ENGINEERS 3220 EXECUTIVE RIDGE, SUITE 210 VISTA, CA 92081 LANDSCAPE: GRAIN LANDSCAPE ARCHITECTURE 1212 SANTA FE DRIVE ENCINITAS, CA 92024 'G COLEMAN ARCHITECT Architecturc+Construction+Development CURRENT REVISION No. Description 01 MINOR SOP SUBMITTAL 02 RESUBMITTAL 03 RESUBMITTAL GCA Project Number 1903 BUILDING ELEVATIONS A3.01 Issue Date 08/07 /19 09/24/19 11/21/19 A 8 C 7 D 5 4 0 I ' ! -~'le I --SCREENING QC i<OOTOP c MECH. EQUIP. I I I ~ .--, I " RDCF -------~----------------· ' ----'---- I 3 ---- _L 21 ~ '__6__ EAST ELEVATION SCALE: 1/8"=1'-0" P.L 'y CD y yl ' ' 1 ' ' I --·---- I I I I , i i ROOTOP MECH. EQUI?. 3 ® ' T.O. SKYLIGHT +70'-8 1/2" T.O. PI\RAPET +66'-3 1/2" ~~ 2,:22·11 ' --- ~1· '===, ~•1· =.::....::...:: I ! ' 21 l·IOT EX0 :RIO'< COIVPO"'EWS OF P~Ul\1811\G, PROCE'.::Sli\lS, r'.Ef'JI[\':;, COJUNG, ft:~J V[t\-:si_ATION SYST[t\'1S SI IA~-\JOT □[ c:~::CTL.Y \,'[SIRE =-RJ~,( A -EIC-r CF =-\1£ ':ET FROl1I T"E CLOSEST BviLDI\G 'llhL ON AD.JACE:~T _OTS -~ ~~ ~ _cj 1 / T2 0 3_COF_ --------1--~ -----------~r~· --~+1--=--+:---=---~-SC-PEi\RAEEI-EE-IJ_ED_, B-~-~-~~----~--___,.-_---~--=-------~--=---~--=---_I---------,-----------+------<"~--=-------~--=---~-··_··_:-:-- I ! I I I 1 I .. · [EJ>--+-11 ~I 02 ________ J __ j _ _f 10 _ J J_ ~ 17 f----HI I ,-I I I '--,-----.....,,.,,. ' I ' I STATE STREET I 4 [fil 2, SOUTH ELEV~JIC>!-J:B!-_DG B / SECTION AT "BRIDGE" SCALE: 1/8"=1'-0" PL ' .1 ' I IT] . ' I STATE STREET : 2 1 .SOUTH ELEVATION -BLDG C --------------- SCALE: 1/8"=1'-0" 0 0 4 TRASH ENc_osuR:: SURFACE PARKING LOT TRASH ENCLOSURE NO l. :XTRl:JR ccvrcH:JJ' s n PL,J/01\G, FRCC[SS:t~G, I IC..;TNG. COOLING. f'.i'-1::: 1/::JflLAT!CN S'.,,STD,1S S1/IL \C-c B:: O:REC_Y Vl~!E-LE =-im,1 /.I, 1-E G--CF F•\i:: FET FRQ),1 THE CLCSEST 3Jl~D ~~G vv;-.:_L 0: AD,s:AC::NT LOTS SURFACE PARKING LOT 0 P.L. i 4 P.L. P.L. 4 r~CtTE: n:FRIJR CJtJPCt~F\!T::; CF p _IJ[·,1BING. P~OC:.s:::1:,;c, ,...C.P.IH~G. COCLI\JG, t.\O ·/[\ -:~A";'IO; SYS-'.]v1S SI i.!'1L~ NOT 3E D R°CT,Y v1s12,:: ,,,:11 A HECHT 0° FIVE ''ET FRCI~ -He C"JScST 3UILDi'IG '//;\J_ ON fa.DJ.4CC:NT _QTS TRASH ENCLOSURE KEY NOTES: _1j CONCRETE WALL -SAND FINISH JJ NOTUSED ::TI CONCRETE UNIT PAVERS • 4 CMUWALL 5 I CORRUGATED METAL SIDING & ROOFING -CORTEN COLOR JJ STANDING SEAM METAL SIDING & ROOFING -GALVALUME }J STEEL FRAMING -PAINTED FINISH J] STEEL FRAMING -GALVANIZED -91 STEEL AND CABLE RAILING SYSTEM [2a] WOOD JOIST/BEAM ::!!J T&G WOOD SOFFIT :ill NOTUSED 13-1 PLYWOOD CLADDING i 141 CLASS A TPO ROOF MEMBRANE [i:sJ DECK COATING SYSTEM @J ALUM. STOREFRONT SYSTEM -DARK BRONZE FINISH @] ALUM. STOREFRONT SYSTEM -CLEAR ANODIZED FINISH @J ALUM. STOREFRONT SYSTEM -"STEEL LOOK" [19] NOT USED ~ NOTUSED [ill STUCCO -COLOR 1 -CONCRETE COLOR [E] STUCCO -COLOR 2 -GREEN @J SKYLIGHT SYSTEM ! 24 j PERFORATED CORRUGATED METAL STATE STREET COMMONS 2742-2752 STATE STREET CARLSBAD, CA 92008 CLIENT STATE STREET COMMONS, LLC 2659 STATE STREET #100 CARLSBAD.CA 92008 ARCHITECT (Executive): G COLEMAN ARCHIECT 3594 HERMAN AVE SAN DIEGO, CA 92104 ARCHITECT (Associate): FIELDXSTUDIO, INC. 2033 SAN ELIJO AVE #643 CARDIFF-BY-THE-SEA, CA 92007 STRUCTURAL: QUALLS ENGINEERING 4403 MANCHESTER AVE #203 ENCINITAS, CA 92024 CIVIL: PASCO LARET SUITER & ASSOCIATES 535 N. HIGHWAY 101 SOLANA BEACH, CA 92075 MEP: SALAS O'BRIEN ENGINEERS 3220 EXECUTIVE RIDGE, SUITE 210 VISTA, CA 92081 LANDSCAPE: GRAIN LANDSCAPE ARCHITECTURE 1212 SANTA FE DRIVE ENCINITAS, CA 92024 ' G COLEMAN ARCHITECT ' , Architecture+Constructlon+Development CURRENT REVISION No. Description 01 MINOR SOP SUBMITTAL 02 RESUBMITTAL 03 RESUBMITTAL GCA Project Number 1903 BUILDING ELEVATIONS A3.02 Issue Date 08/07 /19 09/24/19 11 /21 /19 5 4 A 8 C D 2 3D VIEW LOOKING SE NOTTO SCALE 2 El cPll~.oY _sJAJ.E sJJlE -~:a- 3 1 3D VIEW LOOKING EAST NOTTO SCALE 3D VIEW LOOKING NE NOTTO SCALE ------ STATE STREET COMMONS 2742-2752 STATE STREET CARLSBAD, CA 92008 CLIENT STATE STREET COMMONS, LLC 2659 STATE STREET #100 CARLSBAD,CA 92008 ARCHITECT (Executive): G COLEMAN ARCHIECT 3594 HERMAN AVE SAN DIEGO, CA 92104 ARCHITECT (Associate): FIELDXSTUDIO, INC. 2033 SAN ELIJO AVE #643 CARDIFF-BY-THE-SEA, CA 92007 STRUCTURAL: QUALLS ENGINEERING 4403 MANCHESTER AVE #203 ENCINITAS, CA 92024 CIVIL: PASCO LARET SUITER & ASSOC IATES 535 N. HIGHWAY 101 SOLANA BEACH, CA 92075 MEP: SALAS O'BRIEN ENGINEERS 3220 EXECUTIVE RIDGE, SUITE 210 VISTA, CA 92081 LANDSCAPE: GRAIN LANDSCAPE ARCHITECTURE 1212 SANTA FE DRIVE ENCINITAS, CA 92024 'G COLEMAN ARCHITECT Architecture+Construction+Development CURRENT REVISION No. Description 01 MINOR SDP SUBMITTAL 02 RESUBMITTAL 03 RESUSMITTAL GCA Pro ject Number 1903 COLOR RENDERINGS A5.01 Issue Date 08/07 /19 09/24/19 11 /21 /19 --------------