Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP 2018-0012; IONIS PHARMACEUTICALS; Administrative Determination
/ ~ .. C 2 ' iii SITE DEVELOPMENT PAC I TM PHARMACEUTICALS IONIS PHARMACEUTICALS CONFERENCE CENTER & LOT CONSOLIDATION 2850 GAZELLE COURT, CARLSBAD, CA 92010 SOP 2018-0012, MS 2018-0009 CITY OF CARLSBAD Administrative Permit :::~p2o~~;ii;;s"Z~ii-~Di "l n4-t...,i1-, . Exibit No. p -II" o:~e f'lJ l"t IJY-, ,, ,~.-': :.--1'1 ,._.,y ~-~11111 DGA planning I architecture I interiors 550 Ellis Street, Mountain View, CA 94043 650-943-1660 201 Filbert Street,3rd Floor, San Francisco, CA 94133 415-477-2700 2550 Fifth Avenue, Suite 115, San Diego, CA 92103 6 I 9-685-3990 1720 8th Street, Sacramento, CA 95811 916-441-6800 CONSULT ANTS Civil Engineer PASCO LARET SUITER 535 N HWY 101,SUITEA SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONT ACT: GREG LANG S P U R L O C K + Landscape Architect SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST STAMP 4 3 2 SAN DIEGO, CA 921 I 0 TEL 6 I 9.68 1.0090 CONTACT: ANDREW SPURLOCK REN. 12/31/18 SDP SUBMITTAL# 3 SDP SUBMITTAL# 2 SDP SUBMITTAL# I PRELIMINARY REVIEW NO. DESCRIPTION CLIENT PROJECT ADDRESS PROJECT NO. SCALE TITLE I PHARMACEUTICALS IONIS PHARMACEUTICALS CONFERENCE CENTER SOP 2018-0012, MS 2018-0009 2850 GAZELLE COURT, CARLSBAD, CA 920 I 0 18006 AS SHOWN COVERSHEET DGA planning I architecture I interiors 10/30' 18 09/19/18 07/31118 05/21/18 DATE 2018 © DEVELOPMENT SUMMARY PROJECT DESCRIPTION THIS PROJECT IS TO FURTHER DEVELOP THE EXISTING SITE LOCATED AT 2855 GAZELLE COURT. IONIS PHARMACEUTICALS HAS PURCHASED THE ADJOINING LOT 25 TO CONSTRUCT A CONFERENCE CENTER BUILDING TO SUPPORT THE EXISTING HEADQUARTERS BUILDING. THE BUILDING WILL PRIMARILY BE USED BY OCCUPANTS OF THE 2855 GAZELLE COURT BUILDING. AS PART OF THIS REVIEW, IONIS PHARMACEUTICALS WILL BE CONSOLIDATING THE TWO PROPERTIES (LOT 14 (PARCEL B) AND LOT 25). THE PROJECT IS ALSO REQUESTING A REDUCTION OF THE REQUIRED PARKING PER THE CITY OF CARLSBAD MUNICIPAL CODE. A PARKING STUDY FOR THE PARKING REDUCTION IS PROVIDED IN THIS SUBMITTAL. PERMITS REQUESTED MINOR SITE DEVELOPMENT PERMIT (SOP): SOP 2018-0012 MINOR SUBDIVISION (MS): MS 2018-0009 LEGAL DESCRIPTION PARCEL A:. LOT 25 OF CARLSBAD TRACT NO. 97-13-03, CARLSBAD OAK NORTH PHASE 3, ACCORDING TO MAP THEREOF NO. 16145, RECORDED AS DOCUMENT 2016-7000438. SPECIFIC PLAN, SP211. PARCELB: PARCEL 'A' OF CERTIFICATE OF COMPLIANCE NO. ADJ 09-05 RECORDED JANUARY 19, 2010 AS INSTRUMENT NO. 2010-0024854 OF OFFICIAL RECORDS. ASSESSOR'S PARCEL NO. (A.P.N.) LOT 25 -209-120-27-00, LOT 14 -209-120-20-00 SITE ADDRESS LOT 25 -__ GAZELLE COURT, CARLSBAD, CALIFORNIA, 92010 LOT 14 (PARCEL B)-2855 GAZELLE COURT, CARLSBAD, CALIFORNIA, 92010 EXISTING CONDITIONS LOT 25-VACANT, PREVIOUSLY GRADED SITE WITH MANUFACTURED SLOPES LOT 14 (PARCEL B)-PREVIOUSLY DEVELOPED WITH MANUFACTURED SLOPES EXISTING PERMITS P.1.P: 09-02 ISIS PHARMACEUTICALS MINOR SDP: 16-09 IONIS FITNESS CENTER EXFANSION PRELIMINARY REVIEW: PRE 2018-0016-IONIS PHARMACEUTICALS HILLSIDE SOLAR PANELS: CD 2017-0030 PRIMARY BUILDING USE EXISTING BUILDING USE -"RESEARCH AND DEVELOPMENT' PROPOSED CONFERENCE CENTER-SUPPORT BUILDING FOR EXISTING 'RESEARCH AND DEVELOPMENT" USE LAND USE INFORMATION ZONE: SPECIFIC PLAN: EXISTING SITE AREA: NEW SITE AREA (LOT 25): TOTAL SITE AREA; GENERAL PLAN: MAX. LOT COVERAGE: EXISTING LOT 14 COVERAGE: PROPOSED LOT 25 COVERAGE: COMBINED LOT COVERAGE: PERCENT OF SITE TO BE LANDSCAPED: FLOOR AREA RATIO: ALCUP: P-M (PLANNED INDUSTRIAL) CARLSBAD OAKS NORTH SP211 (C) 13.92ACRES 4.52ACRES 18.44ACRES P.I. (PLANNED INDUSTRIAL) 50% 16.8% 18.8% 16.7% 45% OF THE TOTAL SITE NIA McCLELLAN AIRPORT SET BACKS FROM BASED P-M (PLANNED INDUSTRIAL) ZONE FRONT YARD AND SIDE STREET ON PRIME, MAJOR AND SECONDARY STREETS: FRONT YARD AND SIDE STREET ON COLLECTOR, LOCAL AND PRIVATE STREETS: PROPOSED MIN. LOCAL STREET YARD SETBACK: SIDE YARD: REAR YARD: PROPOSED BUILDING SETBACK OFF WHIPTAIL LOOP: PROPOSED BUILDING SETBACK OFF GAZELLE COURT: PROPOSED BUILDING REAR SETBACK: EMPLOYEE EATING AREA (LOT 25) USEABLE BUILDING AREA: REQUIRED EATING AREA= 300 S.F. PER 5,000 S.F. OF BUILDING AREA. MINIMUM AREA TO BE PROVIDED: EATING AREA PROVIDED INDOORS: EATING AREA PROVIDED OUTDOORS: TOTAL EATING AREA PROVIDED: 50' 35' AVERAGE NOT LESS THAN 25' 35' 10' 20' 92' 37'-8' 61'-10' 69,200 S.F. 4,152 S.F. 1,775 S.F. KITCHENS 4,528 S.F. BREAKOUT AREAS 3,000 S.F. AT CENTRAL COURT 9,303 S.F. EXISTING DEVELOPMENT EXISTING BUILDING AREA: EXISTING CENTRAL PLANT: EXISTING H3 ENCLOSURE: EXISTING COOLING TOWER YARD: EXISTING FITNESS BUILDING: EXISTING TOTAL BUILDING AREA: 170,838 S.F. (OCCUPIED, RESEARH & DEVELOPMENT USE) 4,795 S.F. (NON OCCUPIED) 928 S.F. (NON OCCUPIED) (1,865 S.F.) (NON-ROOFED, NON OCCUPIED) 5.600 S.F. (UTILIZED BY EMPLOYEES ONLY) 182,161 S.F. PROPOSED DEVELOPMENT PROPOSED LOT 25 EXPANSION PROPOSED TOTAL BUILDING AREA: (LOTS 14 & 25 COMBINED) 74,126 S.F. (TOTAL BUILDING AREA)(INCLUDING DECK & COVERED WALKWAY) 69,200 S.F. (USABLE BUILDING AREA) 256.287 S.F. PROPOSED CONFERENCE CENTER BUILDING TYPE OF CONSTRUCTION PER C.B.C.: OCCUPANCY PER C.B.C.: NUMBER OF STORIES: ROOF HEIGHT AT DRAIN (LOW POINn: MAX HEIGHT OF ROOF RIDGE (HIGH POINT): MAX ALLOWABLE HEIGHT OF PARAPETS: TYPE I-B WITH FIRE SPRINKLERS A (ASSEMBLY) TWO 33'-0' 35'-0" 45'-0" MAX ALLOWABLE HEIGHT OF MECHANICAL SCREEN: 45'-0' EXISTING HEADQUARTERS BUILDING TYPE OF CONSTRUCTION PER C.8.C.: OCCUPANCY PER C.B.C.: NUMBER OF STORIES: HEIGHT: MAX HEIGHT MECHANICAL SCREEN TYPE II-B WITH FIRE SPRINKLERS B (LAB/OFFICE) TWO 35'-0" 45'-0" EXISTING FITNESS BUILDING TYPE OF CONSTRUCTION PER C.B.C.: OCCUPANCY PER C.B.C.: NUMBER OF STORIES: HEIGHT: PARKING MIN. PARKING FOR HEADQUARTERS BUILDING PER MINOR SDP 16-09 ST AND ARD ST ALLS: COMPACT STALLS: HCSTALLS: ELECTRIC VEHICLE (EV) STALLS: CARPOOUCLEAN AIR VEHICLE STALLS: BICYCLE PARKING: CONFERENCE CENTER PARKING PROPOSED: .ST AND ARD ST ALLS: COMPACT STALLS: HCSTALLS ELECTRIC VEHICLE (EV) STALLS: CARPOOUCLEAN AIR VEHICLE STALLS: BICYCLE PARKING TOTAL PARKING PROVIDED: RECOMMENDED MINIMUM PARKING PER PARKING STUDY': EXISTING ADT FOR HEADQUARTERS NEW HEADQUARTERS SPACE CONVERSION TOTAL HEADQUARTERS ADT PROPOSED CONFERENCE CENTER ADT TOTAL CAMPUS ADT TYPE V-B WITH FIRE SPRINKLERS B ONE 22'-0" 478 STALLS (2.8/1000 PARKING RATIO) 349STALLS 117 STALLS 12 STALLS 0STALLS 0 STALLS 29 SPACES 131 STALLS (1.9/1000 PARKING RATIO) 108 STALLS 0 STALLS 5STALLS 7 STALLS 11 STALLS 14SPACES 609 STALLS (2.5311000 OVERALL PARKING RATIO) 458 STALLS (1.9/1000, BASED ON 240,038 SF) (170,838 HEADQUARTERS)+ (69,200 CONFERENCE) 1,038ADT 84 ADT (CONVERSION OF EXISTING CONFERENCE SPACE TO R&D) 1,122ADT 190ADT 1,312ADT 'PARKING STUDY PREPARED BY URBAN SYSTEMS ASSOCIATES. INC .• DATED AUGUST 14, 2018 CITY OF CARLSBAD PARKING INFORMATION MINIMAL PARKING STALL REQUIREMENTS STANDARD STALLS: 8'-6" W x20'-0' L COMPACT STALLS: 8'-0" W x 15" L DISABLED STALLS: ACCESS AISLE AT VAN SPACE. 9'-0" W X 18'-0' L WITH 5'-0" ACCESS AISLE OR8'-0' COMPACT PARKING: 1.) MAX. 25% OF TOTAL REQUIRED PARKING. 2.) NO VEHICLE OVERHANG PERMITTED STANDARD PARKING: 1.) MIN.AREA 170 S.F. 2.) MAX. VEHICLE OVERHANG 2'-6". CAN NOT ENCROACH INTO ANY REQUIRED LANDSCAPE SETBACK. DRIVE AISLES: 24'-0' @90 DEGREE PARKING PUBLIC SERVICE AGENCIES SEWER: WATER: GAS & ELECTRIC: SCHOOLS: TELEPHONE: FIRE PROTECTION: AVERAGE WATER DEMAND: PEAK WATER DEMAND: SEWER DEMAND: CITY OF CARLSBAD -WASTE WATER DIVISION CARLSBAD MUNICIPAL WATER DISTRICT SAN DIEGO GAS & ELECTRIC CITY OF CARLSBAD UNIFIED SCHOOL DISTRICT AT&T COMMUNICATIONS CARLSBAD FIRE DEPARTMENT 16,100 GPD/11 GPM (POTABLE) (2,300 GPD/10,000 SF) 26,565 GPD/18 GPM (POTABLE) OFFICE: 70,000 SF/ 1800 = 39 EDU PROJECT TEAM BUILDING OWNER IONIS PHARMACEUTICALS GAZELLE COURT, CARLSBAD, CA 92010 TEL: 760.603.2562 CONTACT: WAYNE SANDERS EMAIL: WSANDERS@IONISPH.COM BUILDING TENANT IONIS PHARMACEUTICALS GAZELLE COURT, CARLSBAD, CA92010 TEL: 760.603.2562 CONTACT:WAYNESANDERS EMAIL: WSANDERS@IONISPH.COM ARCHITECT DGA planning I architecture I interiors 2550 FIFTH AVE. SAN DIEGO, CA 92103 TEL: 619.685.3990 EMAIL: JOHLSON@DGA-SD.COM CONTACT: JON OHLSON CIVIL ENGINEER ~ 11111 PASCO LARET SUITER & ASSOCIATES 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG EMAIL: GLANG@PLSAENGINEERING.COM LANDSCAPE ARCHITECT SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST SAN DIEGO, CA92110 TEL: 619.681.0090 CONTACT: MIKAELA PEARSON EMAIL: MPEARSON@SPURLOCK-LAND.COM TRAFFIC ENGINEER URBAN SYSTEMS ASSOCIATES, INC. 8451 MIRALANI DRIVE, SUITE A SAN DIEGO, CA 92126 TEL: 858.560.4911 CONTACT: JUSTIN SCHLAEFLI EMAIL: JUSTIN@URBANSYSTEMS.NET LOCATION MAP VICINITY MAP j z SHEET INDEX GENERAL j G-000 I COVER SHEET ,G-001 ;PROJECT INFORMATION CIVIL IC-1 I TITLE SHEET IC-2 !TENTATIVE PARCEL MAP iC-3 iDETAILS C-4 : DETAILS & SECTIONS /C-5 I EXISTING CONDITIONS IC-6 i PRELIMINARY GRADING !e-7 I PRELIMIINARY UTILITY PLAN JC-8 i EMERGENCY VEHILCLE ACCESS PLAN ARCHITECTURAL /A-1.0 IA-1.2 IA-4.1 iA-4.3 iA-5.0 [A-5.1 j OVERALL PROPOSED/ EXISTING SITE PLAN I SITE PLAN [ SITE WALL SECTIONS ) PROPOSED FLOOR PLAN -LEVEL 1 1 PROPOSED FLOOR PLAN -LEVEL 2 ! PROPOSED ROOF PLAN i EXISTING MATERIAL PALETTE I OVERALL BUILDING ELEVATIONS f A-5.2 i OVERALL BUILDING ELEVATIONS 1A-5.3 , BUILDING WALL SECTIONS [A-6.0 [ PERSPECTIVE VIEWS LANDSCAPE L1.0A OVERALLHARDSCAPEPLAN L1.0B MAINTENANCE RESPNSIBILITY EXHIBIT L1.1A HARDSCAPEPLAN(WEsn L1.1A1 HARD SCAPE LAYOUT PLAN (WESn L1.1B HARDSCAPEPLAN(EAsn L 1.181 HARD SCAPE LAYOUT PLAN (EAsn l 1.2 HARDSCAPE LEGEND L1.3 HARDSCAPE DETAILS L1.4 HARDSCAPE DETAILS L1.5 HARDS CAPE DETAILS L1.6 HARDSCAPE DETAILS L2.1A IRRIGATION PLAN (WEsn L2.1B IRRIGATION PLAN (EAsn L2.2 IRRIGATION LEGEND L2.3 i IRRIGATION CALCULATIONS L2.4 IRRIGATION DETAILS L2.5 ! IRRIGATION DETAILS L2.6 i IRRIGATION DETAILS L2.7 i IRRIGATION DETAILS L3.0A j EXISTING PLANTING PLAN L3.0B i WATER CONSERVATION PLAN L3.1A : PLANITING PLAN (WEsn L3.1B PLANTING PLAN (EAsn L3.2 '1 PLANTING LEGEND L3.3 'PLANTING NOTES L3.4 I PLANTING DETAILS L3.5 i PLANITING DETAILS Grand total: 48 CODE ANALYSIS APPLICABLE CODES ' i ' ' I i ! ' ! I , I DESIGN AND CONSTRUCTION SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES AND ORDINANCES TO INCLUDE BUT NOT LIMITED TO THE MOST CURRENT VERSION OF THE FOLLOWING DOCUMENTS: 2016 CALIFORNIA BUILDING CODE (PART 2 OF TITLE 24) 2016 CALIFORNIA ELECTRIC CODE (PART 3 OF TITLE 24) 2016 CALIFORNIA MECHANICAL CODE (PART 4 OF TITLE 24) 2016 CALIFORNIA PLUMBING CODE (PART 5 OF TITLE 24) 2016 CALIFORNIA ENERGY CODE (PART 6 OF TITLE 24) 2016 CALIFORNIA ELEVATOR CODE (PART 7 OF TITLE 24) 2016 CALIFORNIA FIRE CODE (PART 9 OF TITLE 24) ACCESSIBILITY REGULATIONS AS PRESCRIBED BY THE 2016 CALIFORNIA BUILDING CODE, CHAPTER 11 AMERICANS WITH DISABILITIES ACT GUIDELINES, AS AMENDED, 28 CFR PART 36AND36CFR 1911. ALL LOCAL CODES AND ORDINANCES ADOPTED BY THE CITY OF CARLSBAD. CITY OF CARLSBAD MUNICIPAL CODE ORDINANCES CURRENT EDITION AT TIME OF PERMIT Seismic Zone: D Wind Speed: 85 mph Exposure: C Rain Fall: 3.3' per hour Climate Zone: 7 NOTES GENERAL NOTE THERE ARE NO BUILDING USES THAT WILL RESULT IN THE PRESENCE OF ACUTE HAZARDOUS MATERIALS, COMPRESSED FLAMMABLE GASES IN EXCESS OF 1,500 POUNDS, FLAMMABLE LIQUIDS IN EXCESS OF 10,000 GALLONS, HAZARDOUS MATERIALS IN EXCESS OF 500 POUNDS OR 55 GALLONS, OR COMPRESSED GAS IN EXCESS OF 200 CUBIC FEET. FIRE NOTES 1. A SEPARATE FIRE SPRINKLER RISER ROOM THAT IS ACCESSIBLE FROM THE EXTERIOR SHALL BE PROVIDED. THIS ROOM MAY ALSO CONTAIN OTHER UTILITIES SUCH AS TELEPHONE/COMMUNICATION EQUIPMENT. 2. BUILDINGS IN EXCESS OF 52,000 S.F. SHALL REQUIRE TWO AUTOMATIC FIRE SPRINKLER RISERS. 3. FIRE SPRINKLERS TO BE INSTALLED IN ACCORDANCE WITH NFPA 13 ~ 11111 DGA planning I architecture I interiors 550 Ellis Street, Mountain View, CA 94043 650-943-1660 201 Filbert Street, 3rd Floor, San Francisco, CA 94133 415-477-2700 2550 Fifth Avenue, Suite 115, San Diego, CA 92103 619-685-3990 1720 8th Street, Sacramento, CA 9581 I 916-441-6800 CONSULT ANTS SPURLOCK+ Civil Engineer PASCO LARET SUITER 535 N HWY IOI, SUITEA SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST STAMP 4 3 2 NO. CLJENT PROJECT SAN DIEGO, CA 921 I 0 TEL: 6 19 .68 1.0090 CONTACT: ANDREW SPURLOCK REN. 12131/18 SDP SUBMITTAL# 3 SDP SUBMITTAL# 2 SDP SUBMITTAL# I PRBJMINAR.Y REVIEW DESCRIPTION IONIS PHARMACEUTICALS CONFERENCE CENTER SDP 2018-0012, MS 20 I 8-0009 ADDRESS 2850 GAZELLE COURT, CARLSBAD, CA 920 I 0 PROJECT NO. 18006 SCALE AS SHOWN TITLE 10/30/18 09/19/18 07/31/18 05/21/18 DATE PROJECT INFORMAllor'i DGA planning I architecture I interiors 2018 © CITY OF OCEANSIDE 78 CITY or VISTA CITY Of ENCINITAS MCNTYMAP N,T.S, FIRE FLOW DEMAND TABLE BUILDING AREA (SF) CONSTRUCTION TYPE FIRE FLOW (GPM) 70,000 /IA 2,000 'REFERENCE: 2016 CAUFORNIA FIRE CODE: APPENDIX B NOTE: ALL BUILDINGS TO 8£ FITTED Win-I FIRE: SPRINKLE:R FIRE SUPPRE:SS/ON SYSTEMS. **PROJE:CT RE:QUIRE:S 2,000 GPM MINIMUM FIR£ Fl.OW ***PER CARLSBAD MUNICIPAL CODE: SECTION 17.04.490, FIRE FLOW REDUCTION OF 50% IS ALLOWED FOR BUILDINGS Win-I AUTOMATIC SPR/NKLE:R SYSTEMS NOT TO 8£ LE:SS n-lAN 1,500 GALLONS PE:R MINUTE. EXISTlNG lffll..ITY DATA TABLE NO. DB!1CRFTlON RB B ~ DMG I NO. (D 12" PVC WATER MAIN CITY OF CARLSBAD DWG No. 415-9J @ 8" RECYCLE:D WATER CITY OF CARLSBAD DWG No. 415-9J @ 8" PVC SE:WER CITY OF CARLSBAD DWG No. 415-9J © 18" RCP STORM DRAIN CITY OF CARLSBAD DWG No. 415-9J @ 24" RCP STORM DRAIN CITY OF CARLSBAD DWG No. 415-9J © 30" RCP STORM DRAIN CITY OF CARLSBAD DWG No. 415-9J 0 36" RCP STORM DRAIN CITY OF CARLSBAD DWG No. 415-9J © 48" RCP STORM DRAIN CITY OF CARLSBAD DWG No. 415-9J @ 16" GAL. STEEL WATER MAIN CITY OF CARLSBAD DWG No. 415-9J NO. [II [II rn III III SITE DEVELOPMENT PLAN AND MINOR SUBDIVISION FOR= --- PURPOSE ABUTTER'S RIGHTS OF ACCESS RELINQUISHED DRY UTILITIES DRY UTILITIES WATER MAIN DRY UTILITIES JONIS CARLSBAD CAMPUS CONFERENCE CENTER LOT 25 OF MAP 16145 AND PARCEL "A" OF CERT/FICA TE OF COMPLIANCE NO ADJ 09-05 r-- I I I I I II II OWNER - I I I GRADING QUANTITIES GRADED ARE.._A ___ ...,169 ACRES CUT QUAN1111£S 4,800 CY FILL QUANTITIES 19,400 CY NET EARTHWORK 14,600 CY IMPORT tiQ1L n-lE GRADING QUANTITIES ABO\>E ARE AN ESTIMATE FOR PERMlmNG PURPOSES ONLY. n-lE GRADING QUANTITIES SHOWN ABO\>E DO NOT ACCOUNT FOR VAR/A TIONS DUE TO LOSS FROM CLE:ARING AND GRUBBING, STRIPPING, SHRINKAGE, SWELL. UNSUITABLE: MATERIALS, REMEDIAL GRADING, UTIUTY TRENCH SPOILS, ETC. n-lE CONTRACTOR SHALL BE RESPONSIBLE: FOR DETERMINING n-lEIR OW INDEPENDENT QUANTITY AND MATERIAL TAKE-OFFS TO CONSTRUCT n-lE DESIGN AS IND/CA TED ON n-lESE DRAWINGS AND IN CONFORMANCE: Win-I n-lE PROJEcrs GEOTECHNICAL REPORT AND SUBSEQUENT UPDATE LETTERS. -------"'1----------- SHEET KEY MAP SCALE: 1• = 150' f' I fj,' I L ----- : I i I \ . SHEET INDEX C-1 -TITLE SHEET C-2 -TENTA TI\>E PARCEL MAP C-3 -DETAILS & SECTIONS C-4 -EXISTING COND/110NS C-5 -PRE:UMINARY GRADING & UTILITY PLAN C-6 -EMERGENCY \>EH/CLE ACCESS PLAN EASEMENT TABLE REFERENCE DATE DISPOSITION I I CITY OF CARLSBAD MAP NO. 16145 AUGUST 11, 2016 TO BE ABANDONED ON PARCEL MAP SDG&E DOC. NO. 2008-0122770 MARCH 7, 2008 TO REMAIN SDG&E DOC. NO. 2008-0122771 MARCH 7, 2008 TO REMAIN CARLSBAD MUNICIPAL DOC. NO. 2010-040684 7 AUGUST 9, 2010 TO REMAIN WATER DISTRICT SDG&E DOC. NO. 2010-0652771 NOi-EMBER 29, 2010 TO REMAIN ---·--·---- SITE INFORMATION ASSESSOR'S PARCEL NO.: 209-120-27-00, 209-120-20-00 EXISTING ZONING: P-M (PLANNED INDUSTRIAL) PROPOSED ZONING: P-M (PLANNED INDUSTRIAL) EXISTING GENERAL PLAN DESIGNATION: Pl (PLANNED INDUSTRIAL) PROPOSED GENERAL PLAN DES/GNA TION: Pl (PLANNED INDUSTRIAL) EXISTING LAND USE: VACANT PROPOSED LAND USE: INDUSTRIAL BUILDING TOTAL ACRES: 18.44 ACRES (GROSS) EXISTING TOTAL NUMBER OF LOTS: 2 PROPOSED NUMBER OF PARCELS: 1 SCHOOL DISTRICT: CARLSBAD UNIFIED SCHOOL DISTRICT WATER DISTRICT: CARLSBAD MUNICIPAL WATER DISTRICT SEWER DISTRICT: CITY OF CARLSBAD WASTEWATER DIVISION TOPOGRAPHIC SOURCE: AERIAL TOPO BY PASCO, LARET, SUITER & ASSOC/A TES, INC. DATED MAY 4, 2018 SUPPLEMENTAL FIELD TOPO BY PASCO, LARET, SU/7ER & ASSOC/A TES, INC. DATED MAY 26, 2018 AVERAGE DAIL y TRAmc•: omcE PARK (EXISTING): omcE PARK (PROPOSED EXPANSION): omcE PARK (PROPOSED CON\>ERSION): TOTAL NEW TRIPS GENERATED: TOTAL TRIPS (AFTER EXPANS/ON/CON\>ERSION): 'REF ATTACHMENT 3 OF PARKING STUDY BY URBAN SYSTEMS ASSOCIATES, INC. DATED AUGUST 20, 2018 1,038 ADT 190 ADT 84 ADT 274 ADT 1,312 ADT A\>ERAGE WATER DEMAND (POTABLE:): 16,100 GPD/11 GPM POTABLE: (2,300 GPD/10,000 S.F.) PEAK WATER DEMAND (POTABLE): 26,565 GPD/18 GPM POTABLE (1.65 X AWD) SEWER DEMAND: OFFICE: 74,126 SF / 1,800 = 41 EDU EXISTING DRAINAGE DISCHARGE (Q100): 26.90 CFS PROPOSED DRAINAGE DISCHARGE (Q100): 26.09 CFS MASTER DRAINAGE BASIN: AGUA HEDIONDA (904.31) TOTAL BUILDING CO\>ERAGE PERCENTAGE: 35,000 SF (FOOTPRINT) 18% TOTAL BUILDING SQUARE FOOTAGE: 74,126 SF GROSS BUILDING AREA SE:E ARCHITECTURAL SITE PLAN FOR FOLLOWING INFORMATION: 1.) EMPLOYEE EA TING AREA 2.) TOTAL COMMON OPEN SPACE 3.) SITE LANDSCAPING PERCENTAGE 4.) PROVIDED PARKING SPACES EXISTING LEGAL DESCRIPTION PARCEL A: LOT 25 OF CARLSBAD TRACT NO. 97-13-03, CARLSBAD OAKS NORn-1 PHASE 3, ACCORDING TO MAP n-lEREOF NO. 16145, RECORDED IN n-lE omcE OF n-lE COUNTY RECORDER OF SAN DIEGO COUNTY, CALIFORNIA, ON OCTOBER 13, 2016 AS DOCUMENT 2016-7000438 OF omctAL RECORDS. PARCEL B: PARCEL "A" OF CERTIFICATE OF COMPLIANCE NO. ADJ 09-05 RECORDED JANUARY 19, 2010 AS INSTRUMENT NO. 2010-0024854 OF omCIAL RECORDS. SITE ADDRESS SE CORNER OF WHIPTAIL LOOP AND GAZELLE COURT CARLSBAD, CA 92009 BENCHMARK 2-1/2" BRASS DISK MARKED "CLSB-105 LS6215" IN n-lE NORn-lEAST CORNER OF CANNON ROAD BRIDGE O\>ER AGUA HEDIONDA CREE:K 120 SOUn-lWEST OF EL VAM/NO REAL PER RECORD OF SUR\>EY NUMBER 17271. ELEVATION: 45.410 FEET (NGVD-29) BASIS OF BEARINGS n-lE BASIS OF BEARINGS FOR n-1/S SUR\>EY IS n-1£ CALIFORNIA COORDINATE SYSTEM, CCS83, ZONE 6, EPOCH 1991.35. TRA\>ERSE MEASUREMENTS TO POINTS 'A' AND 'B' ARE ESTABLISHED FROM G.P.S. STATION "136" AND •105• PER RECORD OF SUR\>EY NUMBER 17271, aom HAVING A FIRST ORDER OR BETTER VALUES. n-lE BEARING FROM POINT 'A' TO POINT 'B' IS NORn-1 00"35'53" EAST. POSTED SPEED LIMITS WHIPTAIL LOOP GAZELLE COURT N/A N/A PASCO LARET SUITER & ASSOCIATES CML EN&IIIIEERINa + LAND PI.ANIIIINa + LAND 8UMYIIIIIII SSS Nardi JDa1inr 111. 11t111 A Mohr •net CA 921175 pk •.M.11211 I tz •.a.au I p'ze ill' 1 rq 1 SDP 21J18-<Xn2 MS 2IJl8-()()()9 OWNER/ APPLICANT /ONIS PHARMACEUTICALS, INC. 2855 GAZELLE: COURT CARLSBAD, CA 92008 PHONE: (760) 931-9200 ARCHITECT DGA PLANNING / ARCHITECTURE / INTERIORS 2550 FIFm A \>ENUE: SAN DIEGO, CA 92103 PHONE: (619) 685-3990 LANDSCAPE ARCHITECT SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK STREET SAN DIEGO, CA 92110 PHONE: (619) 681-0090 CIVIL ENGINEER PASCO LARET SU17ER & ASSOC/A 7ES 535 N. HWY 101, SU17E A SOLANA BEACH, CA 92075 PHONE: (858) 259-8212 LEGEND RIGHT-OF-WAY ---liR/11'111---- LOT LINE CENTER LINE PROPOSED CONTOUR EXISTING CONTOUR --------·· _293---~-----······ SPOT ELE:VATION 293.00 TC I "' w DA YL/GHT LINE SETBACK LINE ------- 6" CURB AND GUTTER (TYPE G) 6" CURB , ... ,,_ ........................ , ...... , ................ ,,,., ,,, ......... ,,,,,,,,,,,, ... ,,, ... , PROPOSED CONCRETE BROW DITCH PROPOSE:D DECOMPOSED GRANITE PROPOSED PATTERNED CONCRE7E PROPOSED WOOD DE:CKING / BRIDGE EXISTING PCC SIDEWALK ~~ I . • 1 RIP RAP ENERGY D/SSAPTOR COMMERCIAL CONCRETE DRl\>EWA Y SE:WER LATERAL (PVT) WATER SERVICE (PVT) FIRE RISER CONNECTION (PVT) m -----<@ ---1@ -----1(E) IRRIGATION METER LOCATION (PVT) -f'i\ SEE /RR/GA TION PLANS \!.J ROOF DRAIN ----(@ WATER METER & BACKFl.OW PRE\>ENTER---@:@) PROPOSE:D SEWER & CLE:ANOUT (PVT) -S ---o---S - PROPOSED FIRE MAIN (PVT) ----F--- PROPOSED WATER LINE (PVT ONSITE) --W --W -- HDPE STORM DRAIN (SIZE PER PLAN) 2'x2' BROOKS BOX CATCH BASIN DRAINAGE PATTERN GATE VALVE --- n-lRUST BLOCK J;. P/V AND FDC ~ PLANTER ARE:A PA SITE LIGHT FIXTURE (SEE LANDSCAPE PLANS) 0 EXISTING IMPROVEMENTS ITEM EXISTING GAS EXISTING WATER SYMBOL - EXISTING ELE:CTR/C CONDUIT EXISTING SEWER -------E: --- EXISTING SEWER MANHOLE EXISTING WATER ME:TER EXISTING FIRE HYDRANT EXISTING WATER VAL \>E EXISTING STREET LIGHT EXISTING MONUMENT (PROTECT IN PLACE) t'.-....., \_j LiJ [>(}(j ® .J._,. ,,y~ • C-1 DA1E PREPARED: 10/25/20111 ~ 1 ~ITY OF CARLSBAD 11 SHEETS I L.JLj. SITE DEVELOPMENT PLAN _ 35 JONIS PHARMACEUTICALS CONFERENCE CENTER lmdFm I DWN sY: --r'lii"'Tr.1;;----i;i~ii!"';iulil'l;.r--CHKD BY: Wv w. LANG RCE( iiilo715 RVWD BY: MM • M, ---------- I I _ _J r------ NO. m m 11] l!I rn ~,·· I I ~, ~ I I I I I PURPOSE ABUT7ER'S RIGHTS OF ACCESS RELINQUISHED DRY UTILITIES DRY UTILITIES WA7ER MAIN DRY UTILITIES EASEMENT TABLE OWNER REFERENCE DATE CITY OF CARLSBAD MAP NO. 16145 AUGUST 11, 2016 SDG&E DOC. NO. 2008-0122770 MARCH 7, 2008 SDG&E DOC. NO. 2008-0122771 MARCH 7, 2008 CARLSBAD MUNICIPAL DOC. NO. 2010-0406847 AUGUST 9, 2010 WA 7ER DISTRICT SDG&E DOC. NO. 2010-0652771 NOVEMBER 29, 2010 EASEMENT OF RECORD RELINQUISHMENT OF ACCESS RIGHTS PER MAP 16145. 0 RELINQUISHMENT OF ACCESS RIGHTS PER MAP 15505. SDGE EASEMENT, MARCH 7, 2008, F /P. 2008-0122770, O.R. (BLANKET IN NA TUR£-NOT PLOTTABLE) SDG&E EASEMENT, MARCH 7, 2008, F /P. 2008-0122771, O.R. (LIES WITHIN STREETS -W/-1/PTAIL LOOP AND GAZELLE COURT) -DOES NOT AFFECT THIS PROPERTY CARLSBAD MUNICIPAL WA7ER DISTRICT EASEMENT, AUGUST 9, 2010, F/P. 2010-0406847, O.R. SDG&E EASEMENT, NOVEMBER 29, 2010, F/P. 2010-0652771, O.R. (BLANKET IN NATURE-NOT PLOTTABLE) DISPOSITION TO BE ABANDONED ON PARCEL MAP TO REMAIN ,i., s..,.. .?s, J-s., D=J4"22'48" R=60.00' L=:36.00' ~, 1, /(\ I 0=25'07'34" I'-I I I (_'-I I -j-L I I I I TENTATIVE PARCEL MAP SCALE: 1 • = 60' I' I' FOUND MONUMENTS SDP 2018-()()f2 MS 2018-()()()9 Lr, FOUND M10 WELL MONUMENT, RCE 27214, PER R1. & FOUND LEAD AND DISK, RCE 27214, PER R1. &, FOUND IRON PIPE AND DISK, RCE 27214, PER R1. REFERENCES RI -MAP 16145 R2 -MAP 15505 CURVE TABLE Cl -L21.49' R56.00' D21"59'20" (L21.50' R56.00' D21°59'46" R1) C2 -L50.78' R90.00' D32"19'41" (L50.75' R90.00' D32"18'39" R1) CJ -L:34.57' R20.00' D99"02'34" (LJ4.57' R20.00' D99"02'16" R1) LINE TABLE L1 -N 78"38'06" E 49.88' (N 78"39'58" E 50.00' R1) L2 -N 12"08'22" E 20.00' (N 12"06'18" E 20.00' R1) LJ -N 34"29'57" W 10.22' (N 34·30'05• W 10.24' R1) I I I PROCEDURE N07ES 1. GAZELLE CT CEN7ERLINE DRAWN BY RECORD AND FIT7ED TO 125 AND 139 MOUMENTS. 2. W/-IIPTAIL LOOP CEN7ERLINE HELD PINS 110 , 112 FOR LENGTH AND ADDED TANGENT CURVE. SWUNG FROM 110 TO 125 AND HELD .OJ' NORTH OF 125 TO DISTRIBU7E ERROR OF MONS 112 AND 125. (ERROR .OJ') J. GAZELLE CT CEN7ERLINE LENGTHENED END AT 125 BY .OJ' TO TIE INTO W/-IIPTAIL. 4. OFFSET W/-1/PTAIL AND GAZELLE BY 9.75' TO ETABLISH NORTH AND WEST PL. 5. SET RECORD RADIUS AT CORNER OF GAZELLE AND W/-IIPTAIL 6. ESTABLISHED EAST LINE BY MONS. 7. SET 56' RADIUS BY POINT 138 FOR GAZELLE BULB. 8. SET BEARING BETWEEN 132 AND 138 BY MONS AND OFFSET TO 56' RADIUS. 9. FIT RADIUS FOR POINTS 131 AND 132 BY RECORD. 10. SET RADIAL POINT THROUGH POINT 138 AND 134 TO 56' RADIUS. 11. CONNEC7ED LINE FROM PREVIOUS RADIUS POINT TO POINT 137. 12. FIT RADIUS FOR POINTS 104 AND 134 BY RECORD. C-2 DAlE: 10/25/2018 [:r]I CITY OF CARLSBAD II SHEETS I SITE DEVELOPMENT PLAN 35 TO REMAIN PASCO LARET SUITER JONIS PHARMACEUTICALS CONFERENCE CENTER TO REMAIN TO REMAIN & ASSOCIATES CIVIL ENSINmllca + I.AND l'I.NININe + LAND 8URIIE'llfflil m Nartll Bftllln, 101. 1111 A. Wac Bns± CA m,s p1i.11n 29 au I•• 29.41112 I plrnSaiil ,,..., _ IENifL~OF m ~-..nlf w. I.ANG --·--·-------------~ I DWN BY: MM • CHKD BY: ... RVWD BY: --~m,,B STANDARD CURB &: GUTTER PER SDRSD G-2 S7REIT • <O COMPACTED SUBGRADE IMPERMEABLE UNER 6" CURB FLOWLJNE SEC110NA-A SPLASH PAD, SEE NOTE 4 MULCH LAYER (3" MIN) 0 i-,.;.:.,R=J :;::.F..:.:WEU.=;;;..CURB;;.;;.;.;;;;...;;;.CUT.;;..;... _______ .....,.,.,,=-=...,.,..=- NoT TO SCALE SPLASH PAD, SEE NOTE 4 CURB AND GUTTER PER SDRSD G-2 6" MIN DND/NG --iii~~~~ffii~~~;~ - COMPACTED SUBGRADE CURB CUT, SEE DETAIL THIS SHEET 1 3• MIN MULCH LA YER Z::,::tf---48" STRUC7URAL SOIL, SEE STRUC7URAL SOIL PROPERTIES THIS SHEET IMPERMEABLE UNER ROOT BARRIER PER RSD L -6, SEE NOTE 2 'i",c---+-'ii'"-~;'--c-:+-l'i<~~i'f--DEEP ROOT TREE BUBBLER PER SDRSD DWG 1-4 12" SAND FILTER LA YER, SEE NOTE 1 UNCOMPACTED SUBGRADE ® TREE WELL DETAIL NOTES: 6" MIN PERFORATED PVC PIPE, LOCATED 18" FROM THE INVERT OF STRUC7URAL SOIL LA YER NOT TO SCALE 1. SAND SHALL BE PER 71-/E GREEN S7REIT "S7RUCTURAL SOIL• SPEC/FICA TIONS (SEE S7RUCTURAL SOIL PROPERTIES 71-1/S SHEET). 2. PROVIDE 18" DEEP ROOT BARRIER ON S7REET SIDE OF 7REE WELL AS NEC£SSARY. IMPERMEABLE LINER SHALL BE MIRAFl 140N OR EQUIVALENT. J. SEE SD RSD DWG L-1 71-/RU L-4 FOR 7REE INSTALLATION REQUIREMENTS. 4. MIN 2' X J' SPLASH PAD. SPLASH PAD OPENING 71-/JCKNESS OPTIONS: 12" STONE #2. 4• CONCRE7E SLAB, OR PA VER BLOCKS DN 6" AGGREGA 7E AASHTO (157. 5. PROVIDE PLASTIC UNER WHERE CDNCRE7E WILL BE POURED ON TOP OF S7RUCTURAL SOIL PER GREEN BOOK STANDARD SPECIFICATIONS SECTION 210-2 STRUCTURAL SOIL PROPERTIES: ORGANIC CON7ENT (oc) > 5 PERCENT, PH BETWEEN 6-8, CATION EXCHANGE CAPACITY (CEC) > 5 MJWEQUIVALENT (MEQ)/100 G SOIL, INFlL 7RA TION RA 7ES OF 0.5 IN/HR OR GREA T£R. SOIL MEDIA MUST HA \IE AN APPROPRJA 7E AMOUNT OF ORGANIC MA 1ERIAL TO SUPPORT PLANT GROWTH (E.G., LOAMY SAND MIXED 71-/0ROUGHL Y Wl71-1 AN ORGANIC MA TERJAL). IF 7HE EXISTING SOILS MEET 71-/E CRJT£R/A, JT CAN BE USED AS 71-/E SOIL MEDIA. IF 71-/E EXISTING SO/LS DO NOT MEET 71-/E CRl1ERIA, A SUBSTITUTE MEDIA MUST BE USED. SOIL MEDIA 71-/AT IS BROUGHT TO 71-/E Sl7E MUST MEET 71-/E STANDARDS SET IN 71-/E STORM WA T£R STANDARDS AS WELL AS 71-/E FOLLOWING CRl1ERIA: 1. SOIL MEDIA CONSISTS OF 85 PERCENT WASHED COURSE SAND, 10 PERCENT FINES (RANGE: 8-12 PERCENT; 8 PERCENT= 2 IN/HR INFIL7RATION RA1E, 12 PERCENT= 1 IN/HR INFIL 7RA TION RA 7E), AND 5 PERCENT ORGANIC MA TT£R. 2. 71-/E SAND PORTION SHOULD CONSIST OF CDNCRE7E SAND (PASSING A DNE-QUAR1ER-INCH SIEVE). MORTAR SAND (PASSING A DNE-EIGH71-1-INCH SIEVE) JS ACCEPTABLE AS LDNG AS lT IS 71-/0ROUGHLY WASHED TO REMOVE 7HE FINES. J. FINE:S SHOULD PASS A # 270 (SCREEN SIZE) SIEVE. 4. ORGANIC MA T7ER JS CONSIDERED AN ADDJTJ\IE TO ASSIST \IEGETA TIDN JN JNJTJAL ESTABLISHMENT AND CON7RIBUTES TO SORPTION OF POLLUTANTS BUT GENERALLY SHOULD BE MINIMIZED (5 PERCENT). ORGANIC MATERIALS WILL OXIDIZE OVER TIME CAUSING AN INCREASE IN PONDING 71-/AT COULD ADVERSELY AFFECT 71-/E PERFORMANCE OF 71-/E BIOFIL7RATION AREA. ORGANIC MATERIAL SHOULD CONSIST OF AGED BARK FINES, OR SIMILAR ORGANIC MA T£R/AL ORGANIC MATERIAL SHOULD NOT CONSIST OF MANURE OR ANIMAL COMPOST. STUDIES HA \IE ALSO SHOWN NEWSPAPER MULCH TO BE AN ACCEPTABLE ADDJTJ\IE (KIM ET AL 2003; DA VIS 2007). 5. HIGH LEVELS OF PHOSPHORUS IN 71-/E MEDIA HA \IE BEEN IDENTIFIED AS 71-/E MAIN CAUSE OF BIOFIL 7RA TION AREAS EXPORTING NU1RIENTS (HUNT AND LORD 2006 ). ALL S7RUCTIJRAL SOIL SHOULD BE ANAL YlED FOR BACKGROUND LE\IELS OF NU7RIEN7S. TOTAL PHOSPHORUS SHOULD NOT EXCEED 15 PPM. WIDTH VARIES PER PLAN J" AGGREGA 7E LAYER BELOW UNDERDRAIN BROOKS BOX INLET S7RUCTIJRE SIZED PER PLANS. TOP OF GRATE AND INVERT ELEVATIONS VARY PER PLANS BIOFl1.. TRA 110N BASIN WfTH IMPERMEABLE LINER DETAIL -BMP A NOT TO SCALE WID77-I VARIES PER PLAN .2% MIN .,._ ..._, '----EXTEND PVC LINER-•' L ... , • UP TO PONDING -~=) ; : -DEP71-1 ,--,-c...L.q··• .· ~-----.!!'-"~ixi:Jffi':o/f"':.!!.!..-r-=~-"-r':;.,-i'!ff•f: • __ '•,&c~VATED SLOPE ' -: TT'::1H:1V INSTALL PLANT MIX PEi?[~[~:=:; • .. LANDSCAPE ARCH11Eifa ~\ ! \~-:;=;: • . n~rJ-~ ~;;,;;. AGED SHREDDED . . ' Jrc.LL-, ' , ,:-'-':""• ;!-NON-FLOATING HARDWOOD ·t i l~::;~l i i~:· MULCH BOTTOM AND SIDES OF • i i : _ _:_: ; ;_ . ~E{-fi:'::'::':f"--18-INCH 71-/ICK LAYER OF BIORETENTION SOIL MEDIA. SANDY LOAM, POROSITY=0.4 FIELD CAPACJTY=D.2 BIO-FIL 7RA TIDN PLAN1ER n~'?TF-'--'-T", ' SHALL BE LINED Willi JO MIL • •·•··•~• ; ; .• ~-•·• • '. ·, 71-1/CK PVC LINER. PROVIDE .i i i,... • .i i i,,.,.; . , , 0 0 0 0 0 0 o 0 18-JNCH OVERLAPPED, ·-i i ,-i i ' ',Oo0 oo o 71-/ERMAL WELDED SEAMS AT ,; , " '! • f'-'--': ii' ' -o o o o o o ALL SEAMS. . . ·---. •-.. ·-· 'ii~Cii;::Cii--:-.; PLAC£ NON-WOVEN FILT£R --: • :--:: :---•: •· FABRIC (M/RAFl 140N OR EQUAL) ON E/71-/ER SIDE OF PVC LINER TO PR07ECT LINER FROM PUNCTURE DN ALL SIDES, "SANDWICHING" 1HE PVC LINER Wl71-1 A F ABRJC CUSHION. 3" AGGREGA 7E LAYER BELOW UNDERDRAIN WILTING POINT=0.1 CONDUCTIVITY=5IN/HR 6"-71-/ICK LAYER OF "BIRDSEYE" WASHED PEA GRAVEL-CHOKER STONE LAYER BROOKS BOX INLET S7RUCTIJRE SIZED PER PLANS. TOP OF GRA 7E AND INVERT ELEVATIONS VARY PER PLANS BIOFl1.. TRA 110N BASIN WfTH IMPERMEABl..E LINER DETAIL -BMP B, C, D + E ORIFICE PLA 7E MIN. 3•LMl=N._6·__,___,_= SQUARE DIMENSIONS 1.0 FT GREA7ER 71-/AN PIPE DIA. HOT-DIP ,-O O GAL VAN/ZED PLA 7E l AFTER HOLES HA \IE INFLOW PIPE BEEN DRILLED HMP FLOW CONTROL ORIFICE 3/8" DIA. HOLE- 0 1/2" MAX ® FLOW CONTROL ORIFICE PLATE DETAIL D -----------------,.,No""T""""To,,..,,.sc""A"'"LE~ SUMMARY OF BMP DIMENSIONS BMP MID FLOW MID FLOW RISER TOTAL HMP FLOW STRUC7URAL AREA ORIFICE ORIFICE INVERT SURFACE CONTROL BMP NAME (SF) INVERT ELEV., DIAMETER ELEV., DEPTH ORIFICE DIA. H (IN) (IN) HR (IN) (IN) (IN) BMP-A 1,403 12· 2"-DIA 18" 24" 2"-DIA BMP-B 1,244 ----12· 18" 2"-DIA BMP-C 858 ----12· 18" 2"-D/A BMP-0 552 ----12· 18" 2"-DIA BMP-E 239 ----6" 48" 6"-DIA ---~------- NOT TO SCALE S7REET / 6" CURB STREET --FLOW I ! I I f STREET FLOW STANDARD CURB PER SDRSD G-2 ' <O STREET FLOW __ _ ---- COMPACTED SUBGRADE G) CURBCUT IMPERMEABLE LINER --~ BIOFIL7RATION f BASIN FLOWLJNE SPLASH PAD, SEC110NA-A SEE NOTE 4 MULCH LAYER (J" MIN) NOT TO SCALE PASCO LARET SUITER & ASSOCIATES CML ENGINEERINII + I.AND PLANNING + LAND SURYEYINII 535 Horth Blglnny 101. Ste A-. Sol•n1 l'ad:I, CA 92075 p11. 858.259.11212 I ts 8sa.2.ssi.61112 I ,.,,,.,,,_,"' c:om SDP 2018--<XJl2 MS 2018-()()(}9 C-3 DATE: 1D/25/2018 ~ I CITY OF CARLSBAD 11 SHEETS I SITE DEVELOPMENT PLAN 35 JONIS PHARMACEUTICALS CONFERENCE CENTER I ENGINEER OF WORK: I OWN BY: MLM DATE: CHKD BY: !ldl RCE: 68075 RVWD BY: GWL GREGORY W, LANG C/L I I WHIPTAIL LOOP 'NHIPTAIL LOOP 10' Ii'. R/W I I I © SECTION: PROPOSED PARKING LOT ADJACENT OF WHIPTAIL LOOP C/L I GAZELLE COURT 6' 10' EXIST (2%) Ii'. R/W I I ±3 ' VARIES ® SEC770N: PROPOSED PARKING LOT ADJACENT OF GA7FI I F COURT PROPOSED EXTERNAL BUILDING WALL 2% 1.4' PL ,,.u:;.,,.J:,_.,.,uuunun,,.,•ou h,.,,.✓,,,,,,✓,,,,,✓,,,,,.,✓,,,~,,.,u,uJ'U.l'NU 457.2 FG FILL ---. .... -:.:::,,:::-;::-:;::g.;.::::-;:;::-;-;::::::;:::-;::::::~:::::::: PROPOSED BUILDING FF=440.0 PAD=439.0 DRIVE AISLE-VARIES RAILING PER LANDSCAPE PLANS LANSCAPED AREA 18'-PARKING STALL (1%) 458.0 BROW DITCH STORM DRAIN WITH A TR/UM GRATE 13.3' WALKWAY 1% 0 SECTION: PROPOSED WALKWAY ALONG WEST SIDE OF BUILDING PROPOSED BUILDING FF=440.0 PAD=439.0 NOT TO SCALE 18'-PARKING STALL 1% NOT TO SCALE 18'-PARKING STALL ---------1% DRIVE AISLE-VARIES 5% EXIS71NG GRADE 18'-PA ----------1% L HANDRAILS PER ..L.--1- LANDSCAPE PLAN BRIDGE EXIST PAD ±428 ----------- 458.0 TW _lilQFl_l._TRAIJ.Q/'!_ __ BASIN WITH IMPERMEABLE UNER FG=420.0 NOT TO SCALE 10.5'-TRASH 452-D_,ft)H,,- DRIVE AISLE-VARIES ENCLOSURE _,,,,-l--'"-'-"-=-'-==-....:..:..::..==-..-i-,;::c.c..:.cc..:...c_..;_;,::-J4,481) ,.,,.,,,'!I,,,~ 1.6% 449.0 TW,,-_,, / / -444.0 BW BW R/W 72' 10' 26' 5.5' 4.5' I I 26' SDP 2Dl8--oot2 MS 2D/8-()()()9 R/W 10' 4.5' 5.5 I PROJECT SIDE 2% 2% 2% 2% EXIS71NG 6" TYPE "G" 4• CURB & GUTTER, TYP. EXIS71NG 4• EXIS71NG P.C.C. SIDEWALK R/W EXIS71NG A.C. PAVEMENT OVER AGGREGATE BASE TYPICAL STREET SECTION -WHIPTAIL LOOP NOT TO SCALE 72' 10' 26' 26' 10' R/W 5.5' 4.5' 4.5' 5.5 I I I 2~ 2% 2% 2% EXIS71NG 6" TYPE "G" P.C.C. SIDEWALK PROJECT SIDE 4• CURB & GUTTER, TYP. EXIS71NG 4• EXIS71NG P.C.C. SIDEWALK EX/S71NG A.C. PA IIE'MENT OVER AGGREGATE BASE P.C.C. SIDEWALK TYPICAL STREET SECTION -GAZFI I F COURT NOT TO SCALE PRIVATE DRIIIE'WAY RjW I i 5' 1.5% (72') 6' EXIS71NG 'NHIPTAIL LOOP 2% (2%) TYPICAL DRIVEWAY SECTION -WHIPTAIL LOOP NOT TO SCALE PRIVATE DRl\iEWAY R/W I I 5' 1.5% (72') 6' EXIS71NG GAZELLE COURT 2% (2%) TYPICAL DRIVEWAY SECTION -GAZELLE COURT NOT TO SCALE C-4 DATE: 10/25/2018 CITY OF CARLSBAD SITE DEVELOPMENT PLAN PASCO LAREY SUITER JONIS PHARMACEUTICALS CONFERENCE CENTER & ASSOCIATES CML ENGINEERING + I.AND Pl.ANNING + I.AND BURVEYINS SS!I North mglnny 1111. Ste A. Sol111: •ac':, t' ,A !121175 p1a asa.2511.1212 I & asa.259.411:z 1,1eee11111...,.111 com I:.:: Of WORK: DA'IE: I ~~DB~~: --':!,s~LM~-1 '-'· ~=="'-' ,W::. • .:LAN=G:....._ ___ :.:;RCE:=-· ..::680=7.:::c5__, L!R~VWD!.m!....!:Bc!,Y::.;: ==GWl,~=I EASEMENT TABLE NO. PURPOSE OWNER REFERENCE [I] ABUTTER'S RIGHTS OF ACCESS CITY OF CARLSBAD MAP NO. 16145 REUNQU/SHED Ill DRY UTILITIES SDG&E DOC. NO. 2008-0122770 rn DRY UTILITIES SDG&E DOC. NO. 2008-0122771 [II WATER MAIN CARLSBAD MUNICIPAL DOC. NO. 2010-0406847 WATER DISTRICT rn DRY UTILITIES SDG&E DOC. NO. 2010-0652771 EXJST1NG CONDITION PLAN SCALE: 1 • = JO' DATE DISPOSITION AUGUST 11, 2016 TO BE ABANDONED ON PARCEL MAP MARCH 7, 2008 TO REMAIN MARCH 7, 2008 TO REMAIN AUGUST 9, 2010 TO REMAIN NOVEMBER 29, 2010 TO REMAIN I SCALE: 1 • = 30' / /" \ ' FOUND MONUMENTS FOUND M10 WELL MONUMENT, RCE 27214, PER R1. FOUND LEAD AND DISK, RC£ 27214, PER RI. FOUND IRON PIPE AND DISK, RC£ 27214, PER R1. REFERENCES R1 -MAP 16145 R2 -MAP 15505 CURVE TABLE C1 -L21.49' R56.00' D21"59'20" (L21.50' R56.00' 021"59'46" R1) C2 -L50.78' R90.00' 03219'41" (L50.75' R90.00' D3218'39" R1) CJ -L34.57' R20.00' 099"02'34" (L34.57' R20.00' 099"02'16" R1) LINE TABLE L1 -N 78"38'06" E L2 N 12"08'22" E L3 -N 34"29'57" W 49.88' (N 78"39'58" £ 50.00' RI) 20.00' (N 12"06'18" E 20.00' RI) 10.22' (N 34"30'05" W 10.24' R1) EXJSTTNG U1IUTY DATA TABLE NO. DE8CRIP71al FEFEIENCE DKG I NO. CD 12" PVC WA 1ER MAIN CITY OF CARLSBAD DWG No. 415-9J ® 8" RECYCLED WATER CITY OF CARLSBAD DWG No. 415-9J @ 8" PVC SEWER CITY OF CARLSBAD DWG No. 415-9J © 18" RCP STORM DRAIN CITY OF CARLSBAD DWG No. 415-9J ® 24" RCP STORM DRAIN CITY OF CARLSBAD DWG No. 415-9J © JO" RCP STORM DRAIN CITY OF CARLSBAD DWG No. 415-9J (J) 36" RCP STORM DRAIN CITY OF CARLSBAD DWG No. 415-9J ® 48" RCP STORM DRAIN CITY OF CARLSBAD DWG No. 415-9J ® 16" GAL. STEEL WA 1ER MAIN CITY OF CARLSBAD DWG No. 415-9J SOP 2018-()()/2 MS 2018-()()()9 C-5 DATE: 10/25/2018 LZJI CITY OF CARLSBAD II SHEETS I SITE DEVELOPMENT PLAN 35 PASCO LARET SUITER & ASSOCIATES CML ENGINEERINB + LAND Pl.ANNING + UIND SURVEYING 53!1 Nonll mpny 111!. Sm A. Saline Bndi, CA IIZ07!1 pl!. 858.259.8212 I fx 1!18.259.41112 I plueq!n.......,com IONIS PHARMACEUTICALS CONFERENCE CENTER I ENGINEER OF WORK: I OWN BY: MLM DATE: CHKD BY: JMB GREGORY W. LANG RCE: 88075 RVWD BY: GM.. 60' SCALE: 1" = 30' ,. LOT24 MAP 16145 I I I I TW 43. BW 439.88 PRELIMINARY GRADING PLAN SCA!£: 1 • = JO' 3.8% ,..,_ PROPOSED BUILDING FF-440.00 PAD=439.00 STAIRS ' '1 ,_: , : : : ;111 : 'l ! : l i : 1 -~--= ::1: l11!~;~,,1;t~1 : :1 i: I BW 152.00 ! ; ! ! ; i 'i',;. 1 i . ! ~.r:_~ i j j l'j~i/i i''BROWD/TCH .. " . , . • HP 459.0 \ ,f' : ; ii ;ll i! / I: l : Ii ' . ' i:: / / •✓ t LOT15 ' ' I / / • I I __. -----·· SOP 2018-oot2 MS 2018--()()()9 [j] PROPOSED BIOFIL TRA TION BASIN PER DETAIL C1, SHEET C-3 11] PROPOSED RETAINING WALL [lj PROPOSED CONCRETE DRAINAGE SWALE [I] PROPOSED CURB CUT PER DETAIL A2, SHEET C-3 III PROPOSED BIOFIL TRA TION BASIN PER DETAIL C2, SHEET C-3 W PROPOSED TREE WELL PER DETAIL B, SHEET C-3 MAP 15505 ! SITE DISTANCE CALCULA T10N8: ' ' / / / ) _ _./ _./ / / ; / / / ( ., ..... / / ,/ \ ' i / / ( ,, ;, J /' i'J '• I\, , v ' ' ' \ -- WHIPTAIL LOOP DRIVEWAY (1): DESIGN SPEED = 35 MPH FROM TABLE 201.1 OF HIGHWAY DESIGN MANUAL STOPPING SIGHT DISTANCE = 250.00' GAZELLE COURT DRIVEWAY (1): DESIGN SPEED = 25 MPH FROM TABLE 201. 1 OF HIGHWAY DESIGN MANUAL STOPPING SIGHT DISTANCE = 150.00' STORM WATER NOTES: 1. THE BMP BIOFILTRATION BASINS ARE RESPONSIBLE FOR HANDLING WATER QUALITY AND HYDROMODIFICA TION REQUIREMENTS FOR THE PROJECT SITE. THE BIOFIL TRA TION BASINS HA VE BEEN DESIGNED IN ACCORDANCE WITH POLLUTANT CONTROL SIZING CRITERIA IN APPENDIX B OF THE CITY OF CARLSBAD BMP DESIGN MANUAL. THE BMP FOOTPRINT SIZING FACTOR OF 3% (BMP FOOTPRINT AREA AS PERCENT OF CONTRIBUTING AREA MUL TIPL/ED BY THE ADJUSTED RUNOFF FACTOR) IS USED. 2. ALL BIOFIL TRA TION BASINS WILL BE MODELED FOR FLOW CONTROL USING THE ENVIRONMENTAL PROTECTION AGENCY (EPA) STORM WATER MANAGEMENT MODEL (SWMM). SWMM ANALYSES WILL BE PREPARED FOR THE PRE-AND POST- DEVELOPED CONDITIONS AT THE PROJECT SITE TO DETERMINE IF THE PROPOSED BIOFIL TRA TION BASINS MEET HYDROMODIFICATION MANAGEMENT PLAN (HMP) REQUIREMENTS. GENERAL NOTES: 1. ALL EXISTING TEMPORARY DESILTING BASINS, RISERS AND CONCRETE SPILLWAY TO BE DEMOLISHED. 2. ALL STANDARD PARKING STALLS TO BE 8.5' IN WIDTH UNLESS OTHERWISE NOTED. ALL ADA PARKING STALLS TO BE 9' IN WIDTH UNLESS OTHERWISE NOTED. 3. MAINTAIN A 2% MINIMUM SLOPE AWAY FROM THE BUILDING WITHIN 10' OF THE FOUNDATION ON HARDSCAPE, AND 5% MINIMUM FOR ALL LANDSCAPE AREAS WITHIN 10 FEET FROM THE BUILDING, PER CBC SECTION 1804.4. 4. SEE LANDSCAPE PLANS FOR LOCATION OF /RR/GA TION METER. C-6 DA1E: 10/25/2018 ~1 CITY OF CARLSBAD II SHEETS I ~. SITE DEVELOPMENT PLAN . 35 PASCO LARET SUITER JONIS PHARMACEUTICALS CONFERENCE CENTER & ASSOCIATES CIVIL ENGINEERING + I.AND Pl.ANNING + LAND SIJR\IEYINlll 535 Horth Blp,ny 101. Ste A, Sol"1!• Beech, CA 11287!1 ph 858.259.8212 I fl: 1158.25SIM12 I pl11enpeerln9 .._ I ENGINEER OF WORK: I DWN BY: MIJI ====.,...,-==-----;;o.,.11,..1E:..,• ==--CHKD BY: __.,NB...,._ 1 LGRE=.,,GOR=Y_W.;:::.'-'LAll=~G ____ .:.:RCE:=·...:680=75=__,· RVWD BY: GWi., \ so· I SCALE: 1" = 30' --------·· ·--- I I I PRELIMINARY U11UTY PLAN SCALE: 1 • = JO' I r I ,, .. ·-·· - / .. ,,...-/ / / ( , " / \ . •)' U11UTY NOTES: SOP 2018-<XJ12 MS 2018-()()()9 (D PROPOSED PVC STORM DRAIN AT 1.0% MINIMUM WITH AREA DRAINS (TYP) PROPOSED HOPE STORM DRAIN AT 1.0% MINIMUM ® @ INSTALL DOMESTIC BACKFLOW PREVENTER WITH WATER METER PER CITY STANDARD © ® ® (J) ® ® @) @ @ @ @ @) @) @ @) @) ® PROPOSED PR/VA TE SEWER LATERAL PROPOSED SEWER CLEANOUT PROPOSED DOMESTIC WATER SERVICE LATERAL PROPOSED STORM DRAIN INLET PROPOSED WET STANDPIPE PROPOSED PIV PROPOSED FDC PROPOSED FIRE MAIN PROPOSED FIRE LATERAL PROPOSED RPDA PROPOSED STORM DRAIN CLEANOUT PROPOSED STORM DRAIN INLET EXISTING STORM DRAIN INLET TO BE REMOVED EX/STING STORM DRAIN TO BE REMOVED EX/STING STORM DRAIN TO REMAIN (PROTECT IN PLACE) PROPOSED /RR/GA TION METER -SEE LANDSCAPE PLANS SITE LIGHT FIXTURE -SEE LANDSCAPE PLANS @ EXISTING /RR/GA TION METER TO BE RELOCATED -SE£ LANDSCAPE PLANS SITE DISTANCE CALCULA TlONS: W/-1/PTAIL LOOP DRIVEWAY (1 ): DESIGN SPEED = 35 MPH FROM TABLE 201.1 OF HIGHWAY DESIGN MANUAL STOPPING SIGHT DISTANCE = 250.00' GAZELLE COURT DRIVEWAY (1): DESIGN SPEED = 25 MPH FROM TABLE 201.1 OF HIGHWAY DESIGN MANUAL STOPPING SIGHT DISTANCE = 150.00' STORM WATER NOTES: 1. THE BMP BIOFIL TRA TION BASINS ARE RESPONSIBLE FOR HANDLING WATER QUALITY AND HYDROMODIFICA TION REQUIREMENTS FOR THE PROJECT SITE. THE BIOFIL TRA TION BASINS HA VE BEEN DESIGNED IN ACCORDANCE WITH POLLUTANT CONTROL SIZING CRITERIA IN APPENDIX B OF THE CITY OF CARLSBAD BMP DESIGN MANUAL. THE BMP F001PRINT SIZING FACTOR OF 3% (BMP F001PRINT AREA AS PERCENT OF CONTRIBUTING AREA MUL 71PLIED BY THE ADJUSTED RUNOFF FACTOR) IS USED. 2. ALL BIOFIL TRA TION BASINS WILL BE MODELED FOR FLOW CONTROL USING THE ENVIRONMENTAL PROTECTION AGENCY (EPA) STORM WATER MANAGEMENT MODEL (SWMM). SWMM ANALYSES WILL BE PREPARED FOR THE PRE-AND POST- DEVELOPED CONDITIONS AT THE PROJECT SITE TO DETERMINE IF THE PROPOSED BIOFIL TRA TION BAS/NS MEET HYDROMODIFICA TION MANAGEMENT PLAN (HMP) REQUIREMENTS. GENERAL NOTES: 1. ALL EXISTING TEMPORARY DESILTING BASINS, RISERS AND CONCRETE SPILLWAY TO BE DEMOLISHED. 2. ALL STANDARD PARKING STALLS TO BE 8.5' IN WIDTH UNLESS OTHERWISE NOTED. ALL ADA PARKING STALLS TO BE 9' IN WIDTH UNLESS OTHERWISE NOTED. 3. MAINTAIN A 2% MINIMUM SLOPE AWAY FROM THE BUILDING ON HARDSCAPE, AND 5% MINIMUM FOR ALL LANDSCAPE AREAS WITHIN 10 FEET FROM THE BUILDING, PER CBC SECTION 1804.4. 4. ALL ON-SITE UTILITIES (I.E. STORM DRAIN, WATER, AND SEWER, ARE TO BE PR/VA TEL Y MAINTAINED. C-7 DAlE: 10/25/2018 ~ I CITY OF CARLSBAD 11 SHEETS I SITE DEVELOPMENT PLAN 35 PASCO LARET SUITER ION/8 PHARMACEUTICALS CONFERENCE CENTER & ASSOCIATES CIVIL ENGINEERING + LAND PIMINING + I.AND SURVEYING sss North Biglnnrr 101. Ste A. SoJenr Bacio, r.a. 921175 ph 11511.2511.Ulll I IE 1158.2511.Alllll I plnenB1nllffl'lng,c:am I ENGINEER OF WORK: DAlE: RCE: 88075 GREGORY W, LANG I OWN BY: MLM CHKD BY: JIIB RVWD BY: GWl j LOT24 MAP 16145 I I I I ----·----·-"'""" _,., ·-·· ,. --- l: ,· .-! ,._ / ! ___ ,. .... __ .. , .. --------·--... ' ', " V ' .' ... :....:,~. i : ' . \ \ '\ '·,, -,. ·,., . ' ~ . ·•, •,, .. ·-. ·-, ........ _ -........... , . ··--. . •, '·,, ....... LOT15 MAP 15505 / / / SDP 2018-G012 MS 2018--()()()9 FIRE FLOW DEMAND TABLE BUILDING AREA (SF) CONSTRUCTION TYPE FIRE FLOW (GPM) 70,000 lfA 2,000 *REFERENCE 2016 CALIFORNIA FIRE CODE APPENDIX B NOTE: ALL BUILDINGS TO BE FITTED WITH FIRE SPRINKLER FIRE SUPPRESSION SYSTEMS. **PROJECT REQUIRES 2,000 GPM MINIMUM FIRE FLOW ***PER CARLSBAD MUNICIPAL CODE SECTION 17.04.490, FIRE FLOW REDUCTION OF 50% IS ALLOWED FOR BUILDINGS WITH AUTOMATIC SPRINKLER SYSTEMS NOT TO BE LESS THAN 1,500 GALLONS PER MINUTE. LEGEND PROPOSED PR/VA TE FIRE LINE F F PROPOSED PR/VA TE BUILDING FIRE LINE CONNECTION ......................................... . ®-F ---F- PROPOSED FIRE HYDRANT (TYP, UNLESS NOTED OTHERWISE) ................. . RPDA PER CITY OF CARLSBAD FREE-STANDING FDC &: PIV PROPOSED STAND PIPE ..... , .................................. , ................ ~ 150' HOS£ PULL LENGTH (TYP.) ---, ---..., - 28.5 ft 45' BUS CALTRANS 2012 (US) [ft] 10.3 ft STEERING LOCK ANGLE = 44.3 deg. ACHIEVED SlEERING ANGLE: 30 deg. SWEEP ANGLE: 21.2 deg. 60 deg. SWEEP ANGLE: 31. 7 deg. 90 deg. SWEEP ANGLE: 37.3 deg. 120 deg. SWEEP ANGLE; 40.3 deg. 150 deg. SWEEP ANGLE: 420 deg. 180 deg. SWEEP ANGLE: 43.0 deg. OUTSIDE SWEPT PA TH TRUCK TURNING ANALYSIS CAL TRANS TEMPLATE 404.5-F (TRASH, DELIVERY AND FIR£ TRUCKS) SCALE: 1 • = 40' C-8 DA1E: 10/25/2018 [EI CITY OF CARLSBAD 11 SHEETS I SITE DEVELOPMENT PLAN 35 PASCO LARET SUITER & ASSOCIATES CML Efflillfm!RIN8 + UIIID PI.ANNINGI + I.AND IIURVEY!Nlill 515 Mllllt!a llllpw&f 1111. 11111 I;,, lelnc Prdn, ""-A m1S pil 151 35!1JJ212 I fr 951 3119.AIH.2 I ,i rape ' I - JONIS PHARMACEUTICALS CONFERENCE CENTER I ENGINEER OF' WORK: I DWN BY: 1111 DA"IE: CHKD BY: .Ill RCE: iid)& RVWD BY: CIIL Uii&f W. LANG .. ,. LOT24 /i / ii 1 SITE PLAN -OVERALL SITE PLAN SCALE: 1" = 60'-0" • --10 i02 1104[ 106 \ , I 101 \ 103 105 ' 101 ', I ' 83 85 84 66 -------- ------------- I : I 7 -------.. -----,----·----- ! I• I I I I I PROPERTY LINE ISTING CURB AND SIDEWALK ---'-, ,---PROPERTY LJNE 1-------+@~A-,-i~_ 1--1 ENLARGED SITE PLAN ,---PROPERTY LINE TO BE REMOVED PER MINOR SUBDIVISION PROCESS TO CONSOLIDATE LOTS 14 AND 25 I ,S:: < 0 0 ""' ' Cl b >--w Cf) PROPERTY UNE-------, LOT15 (VACANT) / I I I I ! I 1! Ii if I I I I I I '' ., { § , I I I / I' I " 1• .. ,'/ ,. I ;/ ,. NOTE: SEE SHEET G-001 FOR PARKING INFORMATION O' 30' 60' 120' N ii II Ji f.! EB ~-~11111 DGA planning I architecture I interiors 550 Ellis Street, Mountain View, CA 94043 650-943-1660 201 Filbert Street, 3rd Floor, San Francisco, CA 94133 415-477-2700 =--------2550 Fifth Avenue, Suite I 15, San Diego, CA 92103 619-685-3990 I 720 8th Street, Sacramento, CA 9 581 I 916-441-6800 CONSULTANTS SPURLOCK+ Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST STAMP 4 3 2 NO. CLIENT PROJECT SAN DIEGO, CA 921 I 0 TEL: 619.68 1.0090 CONTACT: ANDREW SPURLOCK REN. 12131/18 <f> ~ 'f ~ )'<' ~---:-, r:,<i:' OF CA\.\' SDP SUBMITTAL# 3 SDP SUBMITTAL# 2 SDP SUBMIT AL# I PRELIMINARY REVIEW DESCRIPTION IONIS PHARMACEUTICALS CONFERENCE CENTER SOP 20 18-00 12, MS 20 18-0009 ADDRESS 2850 GAZELLE COURT, CARLSBAD, CA 920 I 0 PROJECT NO. 18006 SCALE AS SHOWN TITLE 10/30/18 09/19/18 07/31/18 05/21/18 DATE OVERO:! I PROPOSED' EXISllt«i SITE PLAN DGA planning I architecture I interiors 2018 © v1=4 .98 LINE OF VEHICLE OVERHANIG-----~ NOTE: ALL RETAINING WALLS TO HAVE A DECORATIVE FINISH EQUAL OR BETTER TO EXAMPLE ON SHEET-~--'\c TYP. PARKJNG LOT 0 STR~N~>--_-_-_-_~\ @ J ,l< '-----=n===JF==l~'=F=w "' ' A-5.0 (TYPICAL) ,:: i 01 I 6 ' b "' @~~If~~ PARKING STALLS AREA SCHEDULE Level 1 I FLOOR AREA 34,557.28 SF I Level2 I FLOOR AREA 34,557.28 SF I Level 1 I COVERED WALl<!NAY 2,505 78 SF I Level2 !FLOOR DECK 2,505.78 SF! TOTAL BLDG. FLOOR AREA 74,126.11 SF SITE PLAN LEGEND PROPERTY LINE SETBACK LINE AREA OF EXISTING FIRE LANE AREA OF NEW FIRE LANE ACCESSIBLE PATH OF TRAVEL . NOTE: SEE SHEET G-001 FOR PARKING INFORMATION EV CP ELECTRIC VEHICLE CARPOOL / CLEAN Al R VANPOOL PATH OF TRAVEL .,.._.,.. DO NOT EXCEED 5% SLOPE IN DIRECTION OF TRAVEL AND DO NOT EXCEED 2% CROSS SLOPE. l>O<] Q FIRE HYDRANT FIRE ACCESS ROADWAY SIGN ACCESSIBLE PARKING SIGN EMPLOYEE EATING AREA ,-----·--· I;) i:,' + ., ~a .c,◊</J 0 LOT 24 MAP 16145 KEYNOTES 1 BIO RETENTION PER CIVIL 2 RETAINING WALL PER CIVIL 3 COURTYARD PER LANDSCAPE 4 AC PAVING 5 FIRE LANE 6 LANDSCAPE ISLAND 8 EXISTING LANDSCAPE & IRRIGATION 9 ENTRY COURTYARD 10 PROPERTY LINE TO BE REMOVED 11 WET STANDPIPE 12 COVERED WALKWAY 13 OPEN PATIO 14 FIRE HYDRANT 15 LOADING SPACE 16 BICYCLE RACKS 17 EMPLOYEE EA TING AREA 3,000 sf OUTDOOR 18 FIRE TRUCK TURNING RADIUS. REFER TO CIVIL DWGS 19 EXTERNAL WING WALL PER ARCHITECTURAL ELEVATIONS 0. 0 RIM=420.70 [SJ -·"·~----- --- 10s 10s 101 108NF""~F1:" ,., ,~ ,~ \ 82 83 84 85 86 81 CD RIM=425.18 ' 1 SITE PLAN -SITE PLAN SCALE: 1" = 30'-0" • • • • • • CD 14~~ • ElB 2 A-1.1 0 RIM-439.49 NOTE: SEE CIVIL ORA.WINGS FOR SIGHTLINES AT DRIVEWAY RJM=441.24 \~ --" ,- • 17 I ~--" • - ------ --~--·>------~-------- NOTE: MEDIAN AND CUL-DE-SAC IMPROVEMENTS PER SEPARATE PUBLIC ~, -IMPROVEMENT PLANS AND IS NOT PART OF ' THE SOP RIM;441.6 ., ,. -------- ' t -------------,f,RIO NOTE: RETAINING WALLS, TRASH ENCLOSURE AND STAIR SCREEN WALL TO SE MULTI'-..../ ~COLOR CONCRETE BLOCK TO MATCH EXISTING. SEE SHEET A-5.0 FOR EXAMPLE I AND PROPOSED DECORATIVE FINISH 0 "" 0 0 ca '° f-c<> LJ.J "' 2 I I I I \ 8 I I \ 19 I 0 I I :1 I I I : I : I I I I : I I I ' I : I II ' I I : I I I I :, :I I I I :, : I : I '1 :g 10 I ~ I 201 90" I 1sETBAC~I I • : I :I :1 I : I 'I I 11 i I 11 o I I I : I I I I R!M, , I ti .. •. ].______._ _· L I \--\--\--\-1\pM> ~ \ \ -L >"' ~ - ~ 0 L-0-1-----i---·-l!'T-11 MA P.---,t:g'~ I I 30' N EB ~-~11111 DGA planning I architecture I interiors 550 Ellis Street. Mountain View, CA 94043 650-943-1660 201 Filbert Street, 3rd Floor, San Francisco, CA 94 I 33 415-477-2700 ....... ·················----------- 2550 Fifth Avenue, Suite I 15, San Die~~o,_C_A_9_2_1_03 ___ 6_19_-_68_5_-3_9_90 1720 8th Street.Sacramento.CA 9581 I 916-441-6800 CONSULTANTS SPURLOCK+ Civil Engineer PASCO LARET SUITER 535 N HWY IOI, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST STAMP 4 3 2 NO. CLIENT PROJECT SAN DIEGO, CA 92110 TEL: 619.68 1.0090 CONTACT: ANDREW SPURLOCK SDP SUBMITTAL# 3 SDP SUBMITTAL# 2 SDP SUBMITTAL# I PRELIMINARY REVIEW DESCRIPTION PHARMACEUTICALS IONIS PHARMACEUTICALS CONFERENCE CENTER SDP 2018-0012, MS 2018-0009 ADDRESS 2850 GAZELLE COURT, CARLSBAD, CA 920 I 0 PROJECT NO. 18006 SCALE AS SHOWN TITLE SITE PLAN DGA planning I architecture I interiors 10/30/18 09/19/18 07/31/18 05/21/18 DATE B A -L----""'.""'."""'.""'."_""'.""'."----:---:----i-----~=t--PROPOSEDEXTERlORBUILDlNGWALL NEW RETAINING WALLS ------~ 446'-0" T.0.W. 443'-0" 440'--0" B.0.W 451'--0" ' . i \ I \ I \ / ! ·. EXISTING MANUFACTURED --~ SLOPE ,-,--PROPOSED Wi'LK ... ll. ROOF SCREEN II:\ ··· ··· ···· ········ ···· 4as· :a•·~ ____ 4=so~·-~o·_· ___ 0 N ..................... 4~??J,:~ Level 1 ---·-440' -O" , I ; J_ ------ L -- \ SITE PLAN -KEY PLAN ----------------------------------- A EXISTING MANUFACTURED ------~ SLOPE .,---PROPOSED ROOF SCREEN PROPOSED EXlERIOR BUILDING WALL .... f-_R __ -OF. sii~::Ei.~ ____ 4_8_o·-_o_" _I __ 0 @~c;~:;,!8~o~ 5' -1 314" 6' -0" 458' O" NEW RETAINING WALLS ---1-, 452'-" 446'-0" 20' -011 0 FILL---<-458'-0" EXISTING MANUFACTURED ----~ SLOPE \~ \WA~ ' 35' -011 SETBACK SETBACK ,,__~1_6_1'_-0_" __ ==A~', ~ © er . --~-,-cc-----6 3 0 ---.... ----------·········· .... ·········· .... ·----229:.-0"_ ········••· .... -.... . ... --.... _J_ .... --_RQQFS4g8_Rs··~:EoN,,-~ ---.... ---!t ~~==-=,==~-=~~~~--f ~::Ct?!~~~~~~f~j(::::1 . I . MEC~ANICALEQUIPMENT __ ----~ I ·-_ ···-.... -·-_ -····· .... _ _ .......... .... ......... . ...... _ __ .. ______ . "'"1:-:.----~c:_·= -·-·-____ -·-____ ----· -·-...... ··------.... ---·-----1 ···· -----·I -···--·· --···· 4~<;)?J,~ 1 =111±= ,n ~ 1 ----1 I .... : . I ill ! +-.T' Jc, ; :--c-·--·· ... . ... -· .. ··-·· .... ·-1 · .. ··········I f:jlllffiJIIIJl]IIJlllllliJIII . -i,-_I;_ -~IJ ---'-I --1 .. _, _ ........... _ ........ _ . -·-__ ··-·---_----_ •cc,J -, ----1-·---',--·---I,_, ---j_. -1--1 _I -I -I--~ 1 i 11 11 i 1 111 1 111 111 : 111 . 111 i! 11: I 111 1 1111 11 111 1 111 111 111 1 111 1 111 Ii I I ii 11 . 111 1 Ii I I l 11 1 I! 1 1 1111 1 11 I !Ii 11 i=-l l=ffi=ffi~ffi=I: l=I J ;--~ 1 _J _ ,11,,, ,111,, ,1. 1,, ,.11,, ,111,,, , I,, ,111,. ,11.,,, .1,. ,, I,_, ,1. ,, , ,, 11,, ,111., .111,, , 11,,, 11,, ,111,, ,1 .. , , ,111,, ., 11,, ,I, 1,, ,1 1,,, I,,, 11,, ,11,, ,1 I I,, ,11.,, ,1 , , ,_,, ,_,, ._,,, . ,, ,_,. ,_,, ,_,, ,_,, ,_,,, --.................. 4~6~!101'~ SITE SECTION -MECHANICAL SCREENING EAST/WEST SCALE: 1" = 30'-0" ---- 2 ~~J; 1~~fJION -MECHANICAL SCREENING NORTH/SOUTH -.. ------------------- NOTeS: 1. MAXIMUM HEIGHT OF STEPPED RETAINING WALLS OUTSIDE OF SETBACKS = 6'-0'' 2. MAXIMUM HEIGHT OF STEPPED RETAINING WALLS INSIDE OF SETBACKS = 3'--0" 3. MAXIMUM CUT IN EXISTING MANUFACTURED SLOPE= 6'-0" KEYNOTES CD PLASTER REVEAL 0 EXTERIOR COLUMN 0 LINE OF ROOF (MAX HEIGHT 35') 0 TOP OF PARAPET ® GUARDRAIL TO MATCH EXISTING BUILDING 0 TOP OF ROOF SCREEN (MAX HEIGHT 45') (j) WALL OFFSET TO MATCH EXISTING BUILDING ® LINE OF 2ND FLOOR ® STONE CLAD WALL EXTENSION @) ONGRADESTAIR @ PLASTER WALL PROJECTIONS @ STONE CLAD WALL BEYOND @ CMU SCREEN WALL @ METAL CLADDING TO MATCH EXISTING BUILDING @ ARCHITECTURAL FEATURE ST AIR TO MATCH EXISTING BUILDING @ MAX 6' -0" HIGH OFFSET RETAINING WALLS @ PROVIDE TREES TO SCREEN STAIR PER LANDSCAPE PLAN ~-~11111 DGA planning I architecture I interiors 550 Ellis Stree½ Mountain View, CA 94043 650-943-1660 20 I Filbert Street, 3rd Floor, San Francisco, CA 94 I 33 415-477-2700 2550 Fifth Avenue, Suite 115, San Die~o, CA 92103 619-685-3990 '-c--------:--c-c-c I 720 8th Stree½ Sacramento, CA 95811 916-441-6800 CONSULT ANTS SPURLOCK+ Civi I Engineer PASCO LARET SUITER 535 N HWY IOI, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST STAMP 4 3 2 SAN DIEGO, CA 92110 TEL: 619.68 1.0090 CONTACT: ANDREW SPURLOCK SOP SUBl'1TT AL# 3 SOP SUBMTTAL # 2 SDPSUBMTTAL# I PRELIMINARY REVIEW NO. DESCRIPTION CLIENT PROJECT ADDRESS PROJECT NO. SCALE TITLE IONIS PHARMACEUTICALS CONFERENCE CENTER SOP 20 18-0012, MS 20 I 8-0009 GAZELLE COURT, CARLSBAD, CA 920 I 0 18006 AS SHOWN 10/30/18 09/19/18 07/31/18 05/21/ 18 DATE SITE WA! I SE:C I IOt-45 DGA planning I architecture I intenors / ,..,_ ·o, ~ (18 ~ ~-·o. ~ (28 ~ /\ \ / 'o,, /~ (38 -~ / 81 e 3 CONF 743 SF ~- 0-, ~ (48 ~ / / KITCHEN 855 SF / 1/ IDF/ELEC 461 SF / / / " / CONF 544 SF ~ RESTR0.0\VIS '1 / XXL CO ERENCE 2,506 SF / / / / / / / / / / / / XL CONFERENCE 2,276SF / / / / / SEMINAR/ 4 ,238 SF / \ \ \ \ C IRCULATION 2,318 SF / / \ ELEVATO 389 SF / / / e 2 \ \ C I Q l RE-FUNCTION 1,592 SF 2 G LOBBY 3,558 SF 8 76' -0" doNFERENCE ROOM I 3,717 SF L __ I LECTURE HALL 4,898 SF IDF/ELEC I 351 SF RESTROOMS 1,483 SF I J5sF ECEPTI N I 189 SF UP A b ' C, "' b ' ~ -'k--4A) - -r ~) to ' ao N ~ --{6A) ~ to ' ao N ~ --{?A) ~ AREA SCHEDULE-USE TYPE USE TYPE I LEVEL 1 BREAKOUT BUILDING CORE CIRC ULATION CONFERENCE KITCHEN LOBBY RESTROOMS STORAGE THEATER LEVEL 2 BREAKOUT BU ILDIN G CORE CIRCULATION CONFERENCE FUTURE KITCHEN LO BBY RESTROOMS STORAGE Area 2,211 .88 SF 1,789.36 SF 3,994.67 SF 14,250.26 SF 854.95 SF 3,846.90 SF 2,411.26 SF 299.68 SF 4,898.19 SF 34,557.15SF 3,172.52 SF 993.95 SF 2,549 .52 SF 10,748.28 SF 10,378.90 SF 921.27 SF 3,382.74 SF 1,771.78 SF 638.40 SF 34,557.36 SF 69,114.50 SF N EB ~ 11111 DGA plann ing I architecture I interi ors 550 Ellis Street, Mountain View, CA 94043 650-943-1660 20 I Filbert Street, 3rd Floor, San Francisco, CA 94 133 4 15-477-2700 2550 Fifth Avenue, Suite I 15, San Diego, CA 92103 619-685-3990 I 720 8th Street. Sacramento. CA 958 11 916-44 1-6800 CONSULTANTS Civil Engineer PASCO LARET SUITER 535 N HVVY 101 , SUITE A SOLANA BEACH. CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG S P U R L O C K + Landscape Architect SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST STAMP 4 3 2 SAN DIEGO, CA 921 I 0 TE L: 619.681.0090 CONTACT: ANDRE\'\' SPURLOCK _,<;t-D ARC!-f ,;y:;.---;::_• I l' .._,c., 0 J -lo <"o "'V ~CJ' vc _.). 'C ft_ "' 0 * NO. 22219 REN. 12131/1 8 SOP SUBMITTAL# 3 SOP SUBMTTAL # 2 SOP SUBMITTAL# I PRELIMINARY REVIEW NO . DESCRIPTION CLIENT PROJECT ADDRESS PROJECT NO. SCALE TITLE IONIS PHARMACEUTICALS CON FERENCE CENTER SDP 2018-00 12, MS 20 18-0009 GAZELLE COURT, CARLSBAD, CA 920 I 0 18006 AS SHOWN 10/30' 18 09/ 19/1 8 07/31/ 18 05/21/18 DATE PROPOSED FLOOR PLAN -LEVEL I DGA planning I architecture I interiors 2018 © e 3 G \ XXL CONFERENCE ,:;< / \ ,.:,, 1/ ·o, / \ / 2 ,625SF / / / / ~ (1B -'0-·o. / /,, / ~ (2B -'0-·o. / / / -~ (3B -~ '0-·o. / 81 / / ~ (481 -'0-'o, / / ~ (5B1 -'0-·o, 1 LEVEL 2 -OVERALL FLOOR PLAN SCALE: 1/1 6" = 1'-0" D / \ KITCHEN 921 SF DF/ELEC 272 SF / / XXL CONFERENCE ,., 2,489SF/ / / / / / / / / 189 SF / / RESTROOMS 58 930'SF / / / / / XL CONFERENCE / 2,110SF / / / IRCULATION ,437 sf ELEV 236 SF XL CONFERENCE ,,- 2,392SF / / / / \ \ \ \ \ 04 / / e 2 \ \ \ LOBBY 3,383 SF ---- I \ ' ~~ 2 9 B 76' -O" I IDF/ELE 3r 9 SF I RESTROOMS 842 SF CONFERENCE 905 SF ON ~ ++-----'1.--11 A) - b ' ~ 1--"'-'(2A) 0 ' b <'? 0 ' b <'? - ~ ~3A) - ~ f-----"I.-, 4A) b ' b M - -1------'lc"( 5A) u:, ' '° N u:, ' '° N - ~p filLW,lilLLLLl__lililLLLW~--r AREA SCHEDULE-USE TYPE USE TYPE I LEVEL 1 BREAKOUT BU ILD IN G CORE CIRCULATION CONFERENCE KITCHEN LO BBY RESTROOMS STORAGE TH EATER LEVEL 2 BREAKOUT BUILDING CORE C IRCULATION CONFERENCE FUTURE KITCHEN LOBBY RESTROOMS I STORAGE Area 2,211.88 SF 1,789.36 SF 3,994.67 SF 14,250,26 SF 854.95 SF 3,846.90 SF 2,411 .26 SF 299.68 SF 4,898.19 SF 34,557.15 SF 3,1 72.52 SF 993.95 SF 2,549.52 SF 10,748.28 SF 10,378.90 SF 921.27 SF 3,382.74 SF 1,771.78 SF 638.40 SF 34,557.36 SF 69,114.50 SF N EB ~ 11111 DGA plann in g I architecture I interiors 550 Ellis Street. Mountain View, CA 94043 650-943-1660 20 I Filbert Street, 3rd Floor, San Francisco, CA 94133 415-477-2700 2550 Fifth Avenue.Suite 11 5,San Diego.CA 92 103 6 19-685-3990 I 720 8th Street. Sacramento. CA 95811 9 16-44 1-6800 CONSULTANTS Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL 858.259.82 12 CONTACT: GREG LANG S P U R L O C K + Landscape Architect SPURLOCK LANDSCAPE ARCHITECTURE 2 122 HANCOCK ST SAN DIEGO, CA 921 I 0 TEL 619.68 10090 CONTACT: ANDREW SPURLOCK ST.A.MP 4 SOP SUBMITTAL# 3 3 SOP SUBMITTAL# 2 2 SOP SUBMITTAL# I PREUMINAA.Y REVIEW NO. DESCRIPT ION CLIENT IONIS PHARMACEUTI CALS PROJECT CONFERENCE CENTER A DDRESS PROJ ECT NO. SCALE TITLE SDP 2018-0012, MS 20 18-0009 GAZELLE COURT, CARLSBAD, CA 920 I 0 18006 AS SHOWN 10/30/18 09/19/18 07/31/18 05/21/18 DATE PROPOSED FLOOR PLAN -l.EVEL2 DGA planning I architectu re I interiors G \ / -(18) - (28 - ;< \ \ / / ~-(38 ~- / / e 3 \ \ \ X / / \ \ / / -(48 - ~ (58 ~ / / / fl".:PICAL ROOF HIGH POINT. MAX. HEIGHT ALLOWED = 35'-0" / / / / / /B\JILT UPROOF / \ ~/ / \ / \ / / ~ (68; \ ~ ~-·o. / / / ~ (78 - / / / / \ AREA DEDICATED FOR FU TURE SOLAR PANEL INSTALtATION I / \ \ \ \ TIPICAL ROOF LOW POINT= 33' ABOVE FINISH GRADE / / / METAL STUD FRAMED WING WALL WI PLASTER FINISH. TYP. \ TYPICAL PARAPET WALL HEIGHT= 35'-0" FABRIC SHADE STRUCTURE ~ i='ER LANDSCAPE DWGS / I I I I / e \ \ PARAPET WALL MAX, 45'-0" ABOVE FINISH GRADE 2 3' -0' C \ I I \I I I \ 2 G 8 76' -O" 35' -6" 35' -6" 3/8" / 12" 3/8" / 12" _,f-----~--~1~ '~ 3/8" I 12" 3/8" / 12" ROOF SCREEN 3/8" / 12" 3/8"11 2" 'siJ1IT UP ROOF' ~ 3/8" / 12" ~2" A ~-f--AREA DEDICATED FOR FL/TUR:: SOlAR PANEL INSTALLATION ~ --c-{1A) - 0 ' -----'l.---/2A) - C, ' C, ~ -~(4A) - ~ '6A' ' J ~ ~ -.{_7A) ~ -=====--*1 \--~-----'s\_~~i=-=--~A;R;EA~D;ED~ICAT£D FOR FUTURE SOLAR -PANEL INSTALLATION ID N EB ~ 11111 DGA planning I architecture I interiors 550 Ellis Street, Mountain Vi ew, CA 94043 20 I Filbert Street, 3rd Floor, San Francisco, CA 94133 2550 Fifth Avenue, Suite I 15, San Diego, CA 92103 I 720 8th Street, Sacramento, CA 958 11 CONSULTANTS SP URLO C K + Civi I Engineer PASCO LARET SUITER 535 N HINY 101 , SUITE A SOLANA BEACH, CA 92075 TEL 858.259.82 12 CONTACT: GREG LANG Landscape Architect 650-943-1660 415-477-2700 619-685-3990 916-441-6800 SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST STAMP 4 3 2 N O. CLIENT PROJECT SAN DIEGO, CA 921 I 0 TEL 619.681.0090 CONT ACT: AND REV✓ SPURLOCK ,,s'io\l ARC1-t 0-::.---...; I l' J l:s ~o---' C'-7, t * NO. 22219 * REN. 12/31/18 ~ f;, 1:0 ;:;F-::-----:-- SOP SUBMTTAL # 3 SOP SUBMITTAL# 2 SOP SUBMTTAL # I PRELIMINARY REVIEW DESCRIPTI ON IONIS PHARMACEUTICALS CONFERENCE CENTER SOP 2018 -0012, MS 2018-0009 ADDRESS GAZELLE COURT, CARLSBAD, CA 920 I 0 PROJECT NO. 18006 SCALE AS SHOWN TITLE 10/30/ 18 09/ 19/18 07/31/18 05/21/18 DATE PROPOSED RCX)f PLAN DGA planning I architecture I interiors B --'-------------<O 0 NORTHEAST CORNER OF "WING C" I I I I \ I • t-\ \ •./ ,,. ·1. . \ ' --L~ • ,~·~r ." 0 SOUTH VIEW OF "WING C ' ,• II ■ ■ ■ II ■ ■ ■ II 0 VIEW OF "WING C" AND COOLING TOWER ENCLOSURE ■ II ■ ■ ■ II ■ ■ ■ ■ 0 NORTH VI EW OF "WING C", "WING B", AND "WING A" , • II .•. ,,~-. ~ ■ ,.,,. .. ,oj~ ,, ·~, I II • ~ ·• ■ I. II 0 SOUTH VI EW OF "WING A" AND "WING B" 0 VIEW OF "WING C", COOLING TOWER ENCLOSURE, AND BASKETBALL COURT 0 NORTHWEST CORNER OF "WING A" 0 SOUTH VI EW OF "WING B" AND "WING C" EXTERIOR FINISH/ MATERIAL LEGEND: C n LJ CLEAR GLASS SPANDRB.. GLASS STUCCO: TEXTURED FINISH STUCCO: SMOOTH FINISH STONE UNITIZEC 'wVINOOW WALL SYSTEM: MULLIONS: SIZE: 2 ½' xs· -STANDARD MULLION 21/2" x 51/2" -BUTT-JOINT MULLION FINISH: FACTORY COATED KYNAR COATING (GRAY METALLIC) VVlTH ASSOCIATED HARDWARE GLASS: A VISION GLASS B, SPANDREL GLASS UNITIZED CURTAIN WALL SYSTEM: MULLIONS: SIZE: 1 1/4" x 7 ½" -STANDARD MULLION 2 1/2" x 6" -BUTT-JOINT MULLION FINl§H: FACTORY COATED KYNAR COATING (GRAY METALLIC) WITH ASSOCIATED HARDWARE GLASS: A. VISION GLASS B, SPANOREL GLASS C. CLEAR VISION GLASS CEMENT PLASTER -STIJCCO: A ACRYLIC PLASTER CD'...OR TO MATCH -BENJAMIN MOORE: 924SAN MAT:O B~CHES B. ACRYLIC PLASTER COLOR TO MATCH-BENJAMIN MOORE: AC-3 TEXAS LEATHER C. SANTA BARBARA FINISH , SMOOTH TEXTURE COLOR TO MATCH · BENJAMIN MOORE: AC-3 TEXAS LEATHER D. SANTA BARBARA FINISH , SMOOTH TEXTURE COLOR TO MATCH-BENJAMIN MOORE: HC-24 PITTS.=IELD BLUFF ~ G MANlJFACTIJRER: R::FER TO T.l. PACKAGE · 07. 15.10 COLOR I FINISH : ~ VARIES, S':E EXT':RIOR ELEVATIONS LOCATION: LOBBY EXTERIOR ACCENT WALL CEMENTITIQU§ FIBER BOARD SYSTEM: A. NQT USED B. M.O.NUFACTLJR ER: CERTAINT:'::ED TYPE SMOOTH PAN:C:L SIZE· 4',-0" W x 8'-0" H. x S/16" THK. COLOR TO MATCH: B::NJAMIN MOORE: AC-3 TEXAS LEATHER LOCATION: Rao:= SCREEN METAL SUNSHADE DEVICE: FINISH. ALUMINUM QQ1QB.: MATCH CURTAIN WALL MULLIONS - RAILING: A. MAT!::RIAL COLOR· LOCAJiON: REVEALS: ALUMINUM T.8.D EXTERIOR STAIRS, BRIDGE ANO WING-A BALCONY A PLASTER EXPANSION JOINT # 40 TWO-PIECE. PAINTED TO MATCH STUCCO COI_OR. 8 1/2" WIDE FRY REGLET CHANNEL SCREED PC&-75-50, PAINTED TO MATCH STUCCO COLOR. C. PLASTER CONTROL JOINT XJ15 PAINTED TO MATCH STUCCO COLOR. D. NOT USED E. NOT USED WOOD DECKING: MANUFACTURER· "ADVANTAGE TRIM & LUMBER" TYPE· "IPE DECKING" COLOR: DARK BROWN WALNUT LQQATIQN: BRIDGE CMU: MANUFACTURER: RCP BLOCK SIZE: 8" x 8" x "16" FINISH· PRECISION -MUL Tl COLORED RAN DCM PATTERN COLOR: BUFF 50% MISSION 20% EL RANCHO 20% PADRE 10% filiQ.\.!l WHEAT #475 ARCHITECTIJRAL LOUVERS MATCH COLOR o= METAL PANELS TEMPERED GLASS STRUCTURAL GLASS WALL SYSTEM: BORDER MUWONS: SIZE 21/," x 2 ½" • MULLION FINISH: FACTORY COATED KYNAR COATING {GRAY METALLIC) V\/ITH ASSOCIATED HARDWAP,E VERTICAL GLASS FINS: SIZE 1" x 12" FINISH: CLEA,q GLASS TO W..TCH SYSTEM GLASS PANELS GLASS: A. CLEAR VISION GLASS LOCATION: LOBBY ENTRANCE ~ 11111 DGA plann ing I arch itecture I interiors 550 El lis Street, Mountain View, CA 94043 20 I Filbert Street, 3rd Floor, San Francisco, CA 94 133 2550 FifthAvenue,Suite 115,San Diego.CA 92 103 I 720 8th Street. Sacramento. CA 9581 I CONSULTANTS Civil Engineer PASCO LARET SU ITER 535 N HWY 101, SUITE A SOLANA BEACH. CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG SP U R L O C K + Landscape Architect 650-943-1660 415-477-2700 619-685-3990 916-441-6800 SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST SAN DIEGO, CA 92110 TEL: 619.681 .0090 CONTACT: ANDREW SPURLOCK STAMP 4 SDP SUBMTTAL # 3 3 SDP SUBMTTAL # 2 2 SDP SUBMITTAL# I PRELIMINARY REVIEW NO. DESCRIPTIO N CLIENT IONIS PHARMACEUTICALS PROJECT CONFERENCE CENTER SDP 2018-0012, MS 2018-0009 ADDRESS GAZELLE COURT, CARLSBAD, CA 92010 PROJECT NO. 18006 SCALE AS SHOWN TITLE 10/30'18 09/19/18 07/31/18 05/2 1/1 8 DATE EXISTING r-1ATERIAL P.A! EI IE DGA planning I architecture I interiors 2018© 7 9 TYP 1 TYP 7 ~:j. . 5 (1\A -WEST ELEVATION 1 SCALE: 1/16" = 1'-0" -------------- 4 3A I \-@: 6 TYP 1 I-® 1 3A TYP 2 5 TYP 7 3B 2 TYP 1 G I 2 15 ~ 10 r0L....-- R ----1)-- 0 X --31i 0 _§CRE~N ~ 485'-0'~ 7 ROOF ___jf'\ 473' -0'"\J LeveI2 ~ 458' -O" \J Level 1 ~ 440' -0" ~ 8 I R OF..SCREE N .___,. ====~=i===~==}~===~~~-~-i;1---1r--~nf---t---~~Trf==r1===7r1n~ ------~:--_ -~--48 g; -O" TY~ 0 14 • 5 6 1 7 9 R C, N - C, ' "' 10 f:~SC R ~ ~ -,. 485' -6"'-J' ROOF ~ --473' -O" b "' ..,,. Level2 ~ -"-:-458'-O" 0 0:, X -~- "' 0 ~ -----'is- b 0:, Level~ 458' .:-o" \J l Lev~1 ~ 440' -oiT""\J I I _____ L ______________________________________________________________ 10 __J__ Leve l 1 ~ 440' -O" EXTERIOR FINISH/ MATERIAL LEGEND CD 0 ® 0 ® ® 0 ® ® @ @ @ □ □ □ □ CLEAR SPANDREL STUCCO: STUCCO: GLASS GLASS 0 ~URED Fl===iOOTH FINISH ~ ~- STONE WOOD CMU UNITIZED WINDQ'N WALL SYSTEM: MULLIONS: §IZE: .2½"x6"-STANDARDMULLION 2 112" x 5 1/2" -SUTT-JOINT MULLION FINISH: FACTORY COATED KYNAR COATING (GRAY METALLIC) WITH ASSOCl.11.TEO HARDWARE GLASS: A. \11$10N GLASS B. SPANCREL GLASS UNnJZED ClJBJAIN WALL SYSTEM· MULLIONS: ,S1l&:. 3' x 7 ½". STANDARD MULLION 2 1/2" x 6" -SUTT-JOINT MULLION FINl§H: FACTORY COATED KYNAR COATING (GRAY METALLIC) WITH ASSOCIATED HARDWARE GLASS: A. VISION GLASS 8. SPANDREL GLASS C. CLE,11,R VISION GLASS CEMENT PL.AST§B • STUCCO= A. ACRYLIC PLASTER COLOR TO MATCH· BENJAMIN MOORE: 924 SAN MATEO BEACHES B ACRYLIC PLASTER COLOR TO MATCH-BENJAMIN MOORE: AC-3 TEXAS LEATHER C. SANTA BARBARA FINISH. SMOOTH TEXiURE COLOR TO MATCH -BENJAMIN MOORE: AC-3 TEXAS LEATHER D. SANTA BARBARA FINISH. SMOOTH TEXTURE COLOR TO MATCH -BENJAMIN MOORE: HC-24 PITTSFIELD BLUFF MANUFACTURER: COLOR ! FINISH: SIZE: VARIES, SEE EXTERIOR ELEVATIONS LOCATION· LOBBY EXTERIOR ACCENT WALL CEMENTTTIQUS FIBER BOARD SYSTEM: A. NQT lJ§ED B. PJ1ANUFACTLJRER: CERTAINTEED TYPE· SMOOTH PANEL ~ 4"-0" W. xS'--0'" H. X5116"THK. COLOR TQ MATCH: BENJAMIN MOORE: AC~ TEXAS LEATHER LOQATJQN· ROOF SCREEN METAL SUNSHADE DEVICE· FINl§H: ALUMINUM ~ MATCH CURTAIN WALL Ml.!LLIONS ~ A. MA TE RIAL· ~ JOCATIQN· BMALS· ALUMINUM T.8.O. EXTERIOR STAIRS. BRIDGE AND WI NG-A BALCONY / SEE EXTERIOR ELEVATIONS A PLASTER EXPANSION JOINT# 4□ TINO-PIECE W.TCH STUCCO COLOR B. 1fZ' WIDE FRY REG LET CHANNEL SCREED PCS-75-50. PAINTED TO MATCH STUCCO COLOR. C. PLASTER CONTROL JOINT XJ15. PAINTED TO MATCH WQOD DECKING: MANLJFAQTlJRER: "ADVANTAG!: TRIM & LUMBER" TYPE: '"IPi: DECKING"" CQI QR: DARK BROWN WALNUT LOCATION· BALCONY STRUCTURAL GLASS WALL SYSTEM· BORDER MULLIONS: SIZE: 2 ½" x 2 ½" -MULLJON FINISH· FACTORY COATED KYNAR COATING {GRAY METALLIC) HARDWARE VERTICAL GlASS Flr.S: ~ 1·x12· FINISH: CLEAR GLASS TO MATCH SYSTEM GLASS PANELS GLASS: A. CLEAR VISION GLASS LOCATION: LOBBY ENTRANCE PLASTER REVEAL EXTERIOR COLUMN KEYNOTES LI NE OF ROOF (MAX HEIGHT 35') TOP OF PARAPET GUARDRAIL TO MATCH EXISTING BUILDING TOP OF ROOF SCREEN (MAX HEIGHT 45 ') WALL OFFSET TO MATCH EXISTING BUILDING LINE OF 2ND FLOOR STONE CLAD WALL EXTENSION ON GRADE STAIR PLASTER WALL PROJECTIONS STONE CLAD WALL BEYOND PAINTED TO STUCCO COLOR. WITH ASSOCIATED @ CMU SCREEN WALL @ METAL CLADDING TO MATCH EXISTING BUILDING @ ARCHITECTURAL FEATURE STAIR TO MATCH EXISTING BUILDING @ MAX 6' -0" HIGH OFFSET RETAINING WALLS @ PROVIDE TREES TO SCREEN STAIR PER LANDSCAPE PLAN ~ 11111 DGA planning I architecture I interiors 550 Ellis Street, Mountain View, CA 94043 20 1 Filbert Street, 3rd Floor, San Francisco, CA 94133 2550 Fifth Avenue.Suite 11 5,San Diego.CA 92103 I 720 8th Street, Sacramento, CA 9581 I CONSULTANTS SPURLOCK+ Civil Engineer PASCO LARET SUITER 535 N HWJ' 101,SUITEA SOLANA BEACH. CA 92075 TEL 858.259.8212 CONTACT: GREG LANG Landscape Architect 6S0-943-1660 415-477-2700 619-685-3990 916-441 -6800 SPURLOCK LANDSCAPE ARCH ITECTURE 2122 HANCOCK ST STAMP 4 3 2 N O. CLIENT PROJECT SAN DIEGO. CA 92 110 TEL: 619.68 10090 CONTACT: ANDREW SPURLOCK :1;.s'<-O ARc/./1 e,<.:: )'<': '..,_l·f:s C' " ;,,v C' .A 'S" °"-tc <' 0 * NO. 22219 * REN. 12131/18 SOP SUBMTTAL # 3 SOP SUBMTTAL # 2 SOP SUBMTTAL # I PRELIMINARY REVIEW DESCRIPTI O N IONIS PHARMACEUTICALS CONFERENCE CENTER SDP 2018-0012, MS 2018-0009 ADDRESS GAZELLE COURT, CARLSBAD, CA 920 I 0 PROJECT NO. 18006 SCALE AS SHOWN TITLE 10/30' 18 09/19/18 07/31/18 05/21/18 DATE OVERA! I BUii ~NG ELEVATIONS DGA planning I architecture I interiors 2018 © 1 16 I 3A TYP 8 1 I I 8 TYP TYP 1 7 ® Leve l 2 lfr',, 458' -0" ~ Level 1 ill', 440' -0" \J 2 2 Level 2 11/f'\ 458' -O" \J _ LeV§.1 _1 11/f'\ 440' -0" C::. E-NORTH ELEVATI ON SCALE: 1116" = 1 '-0" ® -- 4 3 8 17 3A 8 3A 5 2 6 .----+------+---L.~---- • 1 f';'\3 F -NORTH ELEVATI ON \_::__/ SCALE 1/16" -1'-0" X -~-- R"ic=,~S.C RE EN_ 11/f'\ 485'-0~ b N -ROO~ -~ r -473' =-o·· \J b eo b -"' "' Level 2 11/f'\ -'><--4 58' ::-0-" C::. __ "--"-Level ~ 440' -0"-\J --OClf SC!iEE N ~ 485' -O" 6 ' N ROO~ 473' -O" b Co b 15 X -~ "' """ Level 2 ~ 458' -D" b ' "' lc§_v§_I ~ 440' -O" 3 6 7 _ _ROOF _SCRE~~ 485' -o•-\J -----ROOF~ 473' -O" Level 2 11/f'\ 458' -O" \J Level 1 11/f'\ 440' :-o" \J (i) <i) 0 © ® ® 0 ® ® @) @ @ @ @ @ @ @ EXTERIOR FINISH/ MAT ERIAL LEG END □ □ □ □ CLEAR SPANDREL STUCCO: STUCCO: G~S □G~~ ~""'" 'iT IT~"'"" STONE UNITIZED WINDOW WALL SYSTEM· MULLIONS: WOOD ~ 2½' x6" -STANDARD MULLION 2 1/2" x 5 1/2" -BUTT-JOINT MULLICN CMU f!.td!fili FACTORY COATED KYNAR COATING (GRAY METALLIC) WITH ASSOCIATEO KARDWARE GLASS: A VISION GLASS 8. SPANDREL GlASS UNrTIZED CURTAIN WALL SYSTEM: MULLIONS: ~ 3" x 7 1/,' -STANDARD MULLION 2 112" x 6" • BUTT-JOINT Ml.!LLION FINISH· FACTORY COATED KYNAR COATING (GRAY METALLIC) WITH ASSOCIATED HARDWARE GLASS: A VISION GLASS B. SPANO REL GLASS C. CLEAR VISION GLASS CEMENT PLASTER -§JUCCQ: A ACRYLIC PLASTER COLOR TO MATCH -BENJAMIN MOORE: 924 SAN MATEO BEACHES B. ACRYLI:: PLASTER COLOR TO MATCH· BENJAMIN MOORE: AC-3 TEXAS LEATHER C. SANTA BARBARA FINISH. SMOOTH TEXTURE COLOR TO MATCH · BENJAMIN MOORE: AC-3 TEXAS LEATHER D. SANTA BARBARA FINISH, SMOOTH TEXTURE COLON TO MATCH· BENJAMIN MOORE: HC-24 PITTSFIELD BLUFF MANUFACTURER· CQI QR I FINISH ~ VARIES. SEE EXTERIOR ELEVATIONS LQCATIQN· LOBBY EXTERIOR ACCENT WALi. CEMENTITIC)US FIBER BOARD SYSTEM: A NQTLJSEP 8. MANlJFACTURfR: CERTAINTEED TYPE: SMOOTH PANEL $1ZE: 4'•0" W.:,,: 8'-0" H. x 5116" THK CQI QB TO MATCH BENJAMIN MOORE: A::-3 TEXAS LEATHER LQCATJON: ROOF SCREEN MET AL SUNSHADE DEVICE: FINISH· ALUMINUM .c;&!,__QB;_ MATCH CURTAIN WALL MULLIONS A. MATERIAL: CCLQR. LOCATION· REVEAL§: ALUMINUM T.8.0. EXTERIOR STAIRS. BRIDGE AND WING-A BALCONY I S::E EXTERIOR ELEVATIONS A. PLASTER EXPANSION JOINT 'II 40 TWO-PIECE. MATCH STUCCO COLOR. B. 1/2" WIDE FRY REGLET CHANN EL SCREED PCS-75-50. PAINTED TO MATCH STUCCO COLOR. C. PL.ASTER CONTROUOINT XJ15. PAINTED TO MATCH WQOD DECKING· MP.NLJFACTLJRER TYPE' COLOR: LQCATIQN· "ADVANTAGE TRIM & LUMB:R" 0'IPE DECKING" DARK BROWN WALNUT BALCONY STRUCTURAL GLASS WALL SY$Tl"M: BORDER MULLIONS: filZE.:_ 2½")(2½"-MULLION PAINTED TO STUCCO COLOR. FINl§H: FACTORY COATED KYNAR COATING (GRAY METALLIC) 'NITH ASSOCIATED HARDWARE VERTICAL GLASS FINS: §IZE: 1":,,: 12" FINISH· CLEAR GLASS TO MATCH SYSTEM GLASS PANELS GLASS: A. CLEAR VISION GLASS LOCATION: LOBBY ENTRANCE PLAST ER REVEAL EXTERIOR COLUMN KEYNOTES LINE OF ROOF (MAX HEIGHT 35') TOP OF PARAPET GUARDRAIL TO MATCH EXISTING BUILDING TOP OF ROOF SCREEN (MAX HEIGHT 45') WALL OFFSET TO MATCH EXISTING BUILDING LINE OF 2ND FLOOR STONE CLAD WALL EXTENSION ON GRADE STAIR PLASTER WALL PROJECTIONS STONE CLAD WALL BEYOND CMU SCREEN WALL METAL CL~DDING TO MATCH EXISTING BUILDING ARCHITECTURAL FEATURE STAIR TO MATCH EXISTING BUILDING MAX 6' -0" HIGH OFFSET RETA INING WALLS PROVIDE TREES TO SCREEN STAIR PER LANDSCAPE PLAN ~ 11111 DGA planning I architecture I interio rs 550 Ellis Street, Mountain View, CA 94043 20 I Filbert Street, 3rd Floor. San Francisco, CA 94133 2550 Fifth Avenue, Suite I 15, San Diego, CA 92103 I 720 8th Street, Sacramento, CA 9581 I CONSULT ANTS Civi l Engineer PASCO LARET SU ITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL; 858.259.8212 CONTACT: GREG LA1NG S P U R L O C K + Landscape Architect 650-943-1660 4 15-477-2700 6 19-685-3990 91 6-441-6800 SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST STAMP 4 3 2 SAN DIEGO, CA 92 1 I 0 TEL 619.681.0090 CONTACT: ANDREW SPURLOCK * NO_ 22219 REN. 12/31/18 SOP SUBMITTAL# 3 SOP SUBMITTAL # 2 SOP SUBMITTAL# I FREUMINARY REVIEW * 10/30/18 09/1 9/1 8 07/31/18 05/21/18 N O . DESCRIPTIO N DATE CLIENT PROJECT ADDRESS PROJECT NO. SCALE TITLE IONIS PHARMACEUTICALS CONFERENCE CENTER SDP 20 18 -00 12, MS 20 18-0009 GAZELLE COURT, CARLSBAD, CA 920 I 0 18006 AS SHOWN OVERA! I BU~• DII\JG ELEVATIOl"5 DGA planning I architecture f interiors 2018 © -- ~ (1A) G)i---- G):--~7 ~\ '\ L ---------- I 3A l!---1 -- I ':: 7 I @---. I :::: 3A ------ 3A !---.a L 3A '------ 3A ---<•I 3 ©------- 3A - ' 47Rf.?t ~ ---------- ~ 2 ~ ~~ . I\ ~r - - , ROOF 11/f'\ ' 473'-Q"\J _ _ _ _ _ _ _ _ _ _ . . Leve~lcc1c-l'O-...-___________ ---i;::;i..:'=-------.'',-_j,_e'{__el 1 11/f'\ -Lt:~~""::==::::1•"'''---t440• -O" ~ "' 1 440' -()"\J - II I (22)!~~: 1 ~~ 1 ~;. SECTION UNITIZED WINDOW WALL ~ G) ~ - 4 I\ I ~ ~---J ROOF~ -------- I 6 I "473' -0'' t 2 I I L I I I Level 2 11/f'\ 7 -~------_____L---ini:==~i:==i:==,t.459· -0" \JI I 3A L----- 4"') - 3A !----I-A - I X :1; "' <") ----- I ' r \.17)~~1?f~r~ALL SECT ION AT CURTAIN WALL G) ~ 4 I\ 3A . -ROOF ~ ----------- I ,. 473' -O" 3A 3A I 3A I 9 ------_l.!L_~--"e->-----tti:==~1 i:==i:==~ l----;i4~~~~IO~' ~ @----- 3A l------<1111 - 3A >----<■I 3A !-------.i 3A !--------1■1 _ -Ll\--'--1 ___ .,.__..Level 1 11/f'\ 1 ., 440' -O" ~ - 'A)~!;~ 14 ~=~~-T ION AT CURTAIN WALL W/METAL FINS JQ)~!;~14~=~~:1ON -WEST ELE VATION1 ~ (1A) T 3 c--------~ ©------- b L 2 L I --------1 ~~~~1 L Level2 o 458' -0" \JI I ________ ;;::t....-+~~...._.,.,,,'k-~L,e "'._eL!__ll/f'\ 1 440' -011 'U/1 J2) I~~: 1~~1~;. SECT ION AT CURTA IN WALL - • ---- ------- -- ,-------------! 3 ~=ffil-----i 4 - -- e------~ 3A • _____ _BO_OF 11/f'\ 473'-0~ - - 2 3B L---_ _ _ LevEil :1__11/f'\ 458' -O" \JI •-------/7 _ Lev~! 1 _//If'\ 440' -o"'-JI' 8 WALL SECT ION THROUGH FRONT FACADE SCALE: 1/4" = 1'-0" --------- - --------1 ~ ,_ 31-----p ~- 3A L----__. 3A---_., - 3A --__. 1 5 3A ., ~ @--1 \ I - -J __ -. ---~-\ - ·--- } ' :'.!¢:• : . R 00~ 473' -6'' \JI Level~ 458' -O" EXTERIOR FINISH/ MATERIAL LEGEND (i) 0 ® G) 0 ® 0 ® ® @ @ @ @ @ @ @ @ CLEAR SPANDREL STUCCO: STUCCO: GLASS GLASS TEXTURED FINISH SMOOTH FINISH §~~ STONE WOOD CMU UNITIZED WINDOW WALL SYSTEM: MULLIONS: ~ 2½"x6"•STANDARDMULUON 2 112• X 5 1/Z' • BUTT•JOINT MULLION E.!!::!!fili FACTORY COATEC KYNAR COATING (GRAY METALLIC) HARDWARE GLASS: A. VISION GlASS 6. SPAN OREL GLASS UNITIZED CURTAIN WALL SYSTEM: MULLK>NS: ~ 3' K7 ½" -STANDARD MULLION 2 112" x 6" -BUTT-JOINT MULLION WITH ASSOCIATED .Elli!.!fili.; FACTORY COATED KYNAR COATING (GRAY METALLIC) WITH ASSOCIATED HARDWARE GLASS: A. VISION GLASS B. SPANDREL GLASS C. CLEAR V!SION GLASS CEMENT PLA§TER • §TUCCO: A ACRYUC PLASTER COi.OR TO MATCH -BENJAMIN MOORE: 924 SAN MATEO BEACHES B. ACRYLIC PLASTER COi.OR TO MATCH -BENJAMIN MOORE: AC-3 TEXAS I.EA THER C. SANTA BARBARA FINISH, SMOOTH TEXTURE COi.OR TO MATCH -BENJAMIN MOORE: AC-3 TEXAS LEATHER □. SANTA BARBARA FINISH, SMOOTH TEXTURE COLOR TO MATCH· BENJAMIN MOORE: HC-24 PITTSFIELD B1.UFF MANLJFACTURER: COLOR I fll',/ISH: ~ VARIES, SEE EXTERIOR ELEVATIONS LQCATJON: LOBBY EXTERIOR ACCENT WALL CEMENTIT!QU§ f:16ER BQARO §Y§TEM: A NQTUSEQ 8. MANLJFACTURER CERTAINTEED TYPE· SMOOTH PANEL ~ 4'-0" W. X 8'-0" H. X 5116'' THK. CQLQR TO MATCH BENJAMIN MOORC:: AC-3 TC:XAS LEATHER LQCATIQN ROOF SCREEN METAL SUNSHADE DEVICE: FINISH: ALUMINUM ~ MATCH CURTAIN WALL MULLIONS A. MATERIAL: ID!.QB_; LOCATION REVEAL§: ALUMINUM T.8.D. EXTERIOR STAIRS, BRIDGE AND WING-A BALCONY/ SE?: EXTERIOR ELEVATIONS A PL.ASTER EXPANSION JOINT# 40 TWO-PIECE. MA TCr-i STUCCO COLOR. B. 112"' WIDE FRY REG LET CHANNEL SCREED -'CS-75-50 PAINTED TO MATCH STUCCO COLOR. C. PLASTER CONTROL JOINT XJ15. PAIKTED TO MATCr-i WQOD DECKING: MANLJFACTLJRER: "ADVANTAGE TRIM & LUMBER" ~ "IPE OECK!NG" ~ DARK BRO\NN WALNUT LOCATIQN: BALCONY §TRLJCJURAL GLASS WALL SY§TEM: BORDER MULLIOttS: ~ 2½"x2½"· MULLION PAINTED TO STUCCO COLOR. FINl§H: FACTORY COATED KYNAR COATING (GRAY METALLIC) WITH ASSOCIATED HARDWARE VERTICAL GLASS FINS: ~ 1"x12" FINISH: CLEAR GLASS TO MATC:~ SYSTEM GLASS PANELS GLASS: A. CLEAR VISION GLASS LOCATION: LOBBY ENTRANC: PLASTER REVEAL EXTERIOR COLUMN KEYNOTES LINE OF ROOF (MAX HEIGHT 35') TOP OF PARAPET GUARDRAIL TO MATCH EXISTING BUILOING TOP OF ROOF SCREEN (MAX HEIGHT 45') WALL OFFSET TO MATCH EXISTING BUI LDING LIN E OF 2ND FLOOR STONE CLAD WALL EXTENSION ON GRADE STAIR PLASTER WALL PROJECTIONS STONE CLAD WALL BEY ONO CMU SCREEN WALL METAL CL,A.DOING TO MATCH EXISTING BUILDING ARCHITECTURAL FEATURE STAIR TO MATCH EXISTING BUILDING MAX 6' -0" HIGH OFFSET RETAINING WALLS PROVIDE TREES TO SCREEN STAIR PER LANDSCAPE PLAN ~ 11111 DGA planning I architecture I interiors 550 Ellis Stree" Moum:ain View. CA 94043 20 1 Filbert Street. 3rd Floor, San Francisco, CA 94133 2550 Fifth Avenue.Suite 115,San Diego.CA 92103 1720 8th Stree" Sacramento, CA 95811 CONSULTANTS SPURLOCK+ Civil Engineer PASCO LARET SU ITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect 650-943-1660 415-477-2700 6 I 9-685-3990 916-44 1-6800 SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST STAMP 4 3 2 NO. CLIENT PROJECT SAN DIEGO. CA 921 I 0 TEL: 619.681.0090 CONTACT ANDREW SPURLOCK .,s'c.D ARc11 x-'~ I/' J . £ .s <"o_,_ ~ {:, * NO. 22219 * REN . 12131/18 SDP SUBMTTAL# 3 SDP SUBMITTAL# 2 SDPSUBMITTAL# I PRELJMNARY REVIEW DESCRIPTION IONIS PHARMACEUTICALS CONFERENCE CENTER SOP 20 I 8-00 I 2. MS 20 I 8-0009 ADDRESS GAZELLE COURT, CARLSBAD, CA 920 I 0 PROJECT NO. 18006 SCALE TITLE AS SHOWN eu,, 1'1't«iWA1 I SECIIQI\IS DGA planning I architecture I interiors 10/30/18 09/ 19/ 18 07/31/18 05/21/18 DATE i ), / -:_ __ [ 0 ,-.~/ I I -F,::_c:-,-..__-_.,-.--c_ --'---------.. / '--,,.__ '· . '· "-,·' CD y~~~ FROM EAST \ \ \ \ \, \'\ ~ '~-=~~/~====~0,.----\ \ \ \ \ ' ..-,· ____, \' ', ..,,,, ,, / / , ~-;::~~:~~ __ ·-__ -_ -_ - G) Y~~~ FROM WEST \ -----..... --- ---------------~. ---------\ CD y~~~ FROM SOUTH '\ \ ------------ C I / !------- _ .. ----------- \ •, --------------~-------- ----------------- ' . .--------------------- \ / \ \~~-' -_.,,-~So=c----~- ' ' I I I I ' / 0 y~~~ FROM SOUTHWEST --- -----~ -- ----~ ---- \ -----. ------------------------------------------------------------· -------------------------------------------------'\'\---____ --~ - ..--- --------, I \ ' ' \ \ f / ~/ -< ---· --- ' \----- -- ~ 11111 DGA plann in g I architecture I interiors 550 Ellis Street Mountain View. CA 94043 20 I Filbert Street. 3rd Floor, San Francisco, CA 94133 2550 Fifth Avenue, Suite I 15, San Diego, CA 92103 I 720 8th Street Sacramento. CA 958 1 I CONSULTANTS Civil Engin eer PASCO LARET SUITER 535NHWY 101,SUITE A SOLANA BEACH, CA 92075 TEL 858.259.8212 CONTACT GREG LANG S P U R L O C K + Landscape Architect 650-943 -1660 4 15-477-2700 619-685-3990 91 6-441 -6800 SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST SAN DIEGO, CA 921 I 0 TEL 6I9.681.0090 CONTACT: ANDREW SPURLOCK STAMP 4 SOP SUBMTTAI.. # 3 3 SOP SUBMTTAI.. # 2 2 SOP SUBMTTAI..# I PRELIMINARY REVIEW NO. DESCRIPTION CLIENT IONIS PHARMACEUTICALS PROJECT CONFERENCE CENTER SDP 2018-0012, MS 2018-0009 ADDRESS 2850 GAZELLE COURT, CARLSBAD, CA 920 I 0 PROJECT NO. 18006 SCALE AS SHOWN TITLE I0/3CYl8 09/19/18 07/31/18 05/21 /1 8 DATE PERSPl:C I IVE VIEVVS DGA planning I architecture I interiors ' • , : ·············································••1 ■1 ■111111 ■1111 ■11■1111 ■1 ■1 ■11■1 ■111■111 ■1 ■11 ■-■1 ■■■111 ■1■1 ■1111 ■1 ■11111111 ■1111 ■■1 ■11 ■1111 ■■■■11 ■■■■11111 ■■■1111 ■1111111111■1 ■■■1■11 ■■■■1 ■■• • • • • • • : REFERTOSHEETL1.1A,L2.1AANDL3.1A : REFERTOSHEETL1.1B,L2.1BANDL3.1B : • • • . ~~~ . . • I • • ' ' ' ' ' ' ' ' ' ' ' ' \ ' ' ' ' ' ' ' CONFERENCE CENTER DRIVE I ' ! n ■■111■■■H111■■11 ■11 ■1 ■■n ■11 ■■■■■■■11 ■1■■~ ■ •••••••••••••••••••••••&••• .... . .,,. , • , • • ~M_E_D_I A_N_A_N_D '~::tURL::-'iioE-E-::SsiAicc~~~~~ IMPROVEMENTS WILL BE PROCESSED AS A SEP ARA TE PROJ,,E;,;C.;.T.,. --J • LTRA ~CIVIC \ \ ,\ ' SHEET INDEX SHEET # L1 .0A L1.0B L 1.1 A L1.1A1 L1 .1 B L1.1 B1 L 1.2 L1 .3 L1 .4 L 1.5 L1.6 L2.1A L2 .1B L2 .2 L2.3 L2.4 L2.5 L2.6 L2.7 L3.0A L3.0B L3.1A L3.1 B L3.2 L3.3 L3.4 L3.5 SHEET NAME OVERALL HARDSCAPE P LAN MAINTENANCE RESPONSIBILITY EXHI BIT HARDSCAPE PL AN (WEST) LAYOUT PLAN (WEST) HARDSCAPE PLAN (EAST) LAYOUT PLAN (EAST) HARD SCAPE LEGEND HARD SCAPE DETAILS HARD SCAPE DETAILS HARDSCAPE DETAILS HARDSCAPE DETAILS IRR IGATION PLAN (WEST) IRR IGATION PLAN (EAST) IRRIGATION LEGEND IRRIGATION CALCULATIONS IRR IGATION DETAILS IRR IGATION DETAILS IRRI GATION DETAILS IRRI GATION DETAILS EXI STING PLANTING PLAN HYDROZONE DIAGRAM PLANTING PLAN (WEST) PLANTING PLAN (EAST) PLANTING LEGEND PLANTING NOTES PLANTING DETAILS PLANTING DETAILS 40' 20' oc · nzms Ct1 r.., A KL.SBAIJ pL,ANt<l G; DC lSlO, o· 40' ~ 11111 DGA planning I architecture I interiors 550 Ellis Street. Mountain View, CA 94043 650-943-1660 20 I Filbert Street, 3rd Floor. San Francisco, CA 94133 41 5-477-2700 2550 Fifth Avenue, Suite I 15, San Diego, CA 92103 619-685-3990 1720 8th Street, Sacramento, CA 958 1 I 9 1 6-441 -6800 CONSULTANTS OWNER STAMP 4 3 2 NO. Civil Engineer PASCO LARET SUITER 535 N HWY 101 , SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT GREG LANG Landscape Architect SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST SAN DIEGO, CA 92110 TEL: 619.681.0090 CONTACT: LEIGH KYLE IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SDP SUBMITTAL#3 SDP SU BM ITT AL #2 SDP SUB MITT AL# I PRELIMINARY REVIEW DESC RIPTIO N 10/25/2018 09/ 13/20 I 8 07/31/201 8 05/2 1/201 8 DATE OVERALL HARDSCAPE PLAN LI.OA DAlE PREPARED: 10/24/2018 I SH,ET I CITY OF CARLSBAD ~ SITE DEVELOPMENT PLAN 7 /ONIS PHARMACEUT1CALS COfffENCE CEN1ER I ENGI NEER OF WORK: I DWN BY: DAlE: CHKD BY: RVWD BY: MEDIAN_ AND CI.JL-DE-SAC IMPROVEMENTS WILL BE PROCESSED AS A SEPARATE PROJECT. --~ i --'f, '"· .... ;... ... / MAINTENANCE RESPONSIBILITY LEGEND I/ / ' I STREET R.0.W. (BETWEEN SIDEWALK AND CURB) AND STREET FACING SLOPE PLANTING MAINTAINED BY CARLSBAD OAKS NORTH BUSINESS ASSOCIATION (CON BA) ~ ++++++++I PLANTING MAINTAINED BY PRIVATE OWNER 40' 20' O' 40' MICJII SDI' 20IHXJ'l2 TN (MS} 2.fJIB-0009 ~-~11111 DGA planning I architecture I interiors ~S~ EJlisStre,et. Mountain View. CA 94043 20 I Filbert_ Str:=', 3rd Flao;r, ~sa:':n:,F~ra:::n:-:c-=:is"'co:..._--;:Cc-;Acc9:-4;--;1-=1=-3_ . ----"-:5"'1 ~':..:"· ~"~'-":21!1 ~~: 2550 Fifth Avenue, Suite .IJS,San. Diego,CA 92103 6l9•685-3990 172-0 8th Street, Sacramento, CA 9581 1 916-441-6800 CONSULTANTS OWNER STAMP 4 3 2 NO. Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST SAN DIEGO, CA 92110 TEL: 619.681.0090 CONTACT: LEIGH KYLE IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SDP SUBMITTAL #3 SDP SU BM ITT AL #2 SDP SUBMITTAL #I PRELIMINARY REVIEW DESCRIPTION 10/25/2018 09/13/2018 07/31/2018 05/21/2018 DATE MAINTENANCE RESPONSIBILITY EXHIBIT LI.OB DATE PREPARED: 10/24/2018 I S2ET I CITY OF CARLSBAD l 5275 1 SITE DEVELOPMENT PLAN IONJS PHARMACEUTICALS OOWf!!IENCE CEN11i!:R I ENGINEER OF WORK: I OWN BY: DATE: CHKD BY: RVWD BY: 1 MATCH LINE ■-----------• .-··---lliliil/B ·---SEE SHEET l 1.1 B . f ,tfl-··:'··-•--..... _____ :.', HARDSCAPE LEGEND VEH. PED. ~ "' . -.. •.•. ,-.. . . -.. '. "'' ,, ',-.. ,,. .,,, HARDSCAPE PAVING C.I.P. CONCRETE PAVING, TYPE C.1.P. CONCRETE PAVING, TYPE 2 C.I.P. CONCRETE PAVING, TYPE 2 CONCRETE PAYERS TRUNCATED DOME PAVERS STABILIZED DECOMPOSED GRANITE ASPHALT EXPANSION JOINT SAWCUT SCORELINE ROCK MULCH/ BOULDERS ROCK MULCH TYPE 1 ROCK MULCH TYPE 2 BOULDERS CURBS /EDGING/ WALLS STEEL EDGING RETAINING WALL C.I.P. CONC. SITE WALL C.I.P. CONC. SEAT WALL BUILDING WALL ' -·' ® 0 gs @ ~ @ @ -::::j_~.-:'.'~ @) STAIRS/ RAMPS I RAILINGS C.I.P. CONC. STAIRS WITH HANDRAILS GUARDRAIL-SITE WALL STAIR ON GRADE BUILDING STAIR SITE FURNISHINGS BUFFET COUNTER LOUNGE FURNISHINGS LOOSE TABLE AND CHAIRS BENCH OUTDOOR MEETING TABLE BICYCLE RACK 15 16 17 18 19 20 21 22 23 24 25 LITTER/RECYCLING PING-PONG TABLE OTHER WATER FEATURE SHADE STRUCTURE BUILDING COLUMNS LOADING ZONE TRASH ENCLOSURE TRANSFORMER ENCLOSURE RW IRRIGATION METER CURB AND GUTTER FIRE HYDRANT SITE SIGNAGE BIOFILTRATION BASIN -- * ♦ ........ \;:;ov···':'\'•.··· __ .,. \ ' .. . ' ' . . . ~-~11111 DGA planning I architecture I interiors 550 Ellis Street, Mountain View, CA 94043 20 I Filbert Street, 3rd Floor, San Francisco, CA 94133 2550 Fifth Avenue, Suite 115, San Diego, CA 92103 I 720 8th Stree~ Sacramento, CA 9581 ! CONSULTANTS Civil Engineer 650-943-1660 415-477-2700 6 I 9-685-3990 9 I 6-441-6800 .~--,--""" .'/ ~ PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG el -- PA 0 ® NOTE: CONC. V-DITCH LIMIT OF WORK PLANTING AREA LIGHTING POLE LIGHTING BOLLARD LIGHTS •/ ./~/• ---~----/// 1. POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS) SHALL BE PROVIDED AWAY FROM STRUCTURES AND ARE TO BE TERMINATED IN AN APPROVED DRAINAGE SYSTEM. 2. UTILITIES, STREET IMPROVEMENTS, GRADING, PARKING, SIGNAGE, AND BUILDINGS ARE BY OTHERS AND ARE SHOWN FOR REFERENCE ONLY. 20' 10' 3. NO PUBLIC UTILITIES EASEMENTS IDENTIFIED ONSITE. 4. REFER TO L1 .2 FOR FULL HARDSCAPE LEGEND .. \ ' ; --... ____ \ : ~ . --r-------~---~-~- t '. ·······\420-)l\ - ; ' . . -~-,-~·. • .\.A. ·"5 '"1'"-<; ·-·, -·-·------+------- ·-------. .., _____ _ -....... _ --------- ::,,:;:::: _J_ -·······.:4~G ~ , V OWNER STAMP 4 3 2 NO. landscape Architect SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST SAN DIEGO, CA 92110 TEL: 619.681.0090 CONTACT: LEIGH KYLE IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SDP SUBMITTAL #3 SDP SUBMITTAL #2 SDP SUBMITTAL #I PRELIMINARY REVIEW DESCRIPTION 10/25/2018 09/13/2018 07/31/2018 05/21/2018 DATE HARDSCAPE PLAN (WEST) LI.IA DATE PREPARED: 10/24/2018 I SH3ET I UL] CITY OF CARLSBAD SITE DEVELOPMENT PLAN 7 IONS PHARMACEUTICALS oc»FEIENCE CENTER O' 20' I ENGINEER OF WORK: I DWN BY: DATE: CHKD BY: RVWD BY: / Ill 1111111111111 1111111111111 1111111111111 1111111111111 HARDSCAPE LAYOUT LEGEND ALIGN CENTERLINE POINT OF TRANSITION BETWEEN CURVE RADII ARC CENTER POINT -:-1 ,/ y / ,.,<. , :~_::-t~?\ -· .. ' \\ ,~ .. - '\" .. :, ' ·. >; ._ ,,.,;--------+-' ,,,,,, -. ;, _,.,.,✓- 20' 10' o' / ' -----.. -------.;__; --------~------ fil) J[ __ 11111111 ····t43G ~-~11111 DGA planning I architecture J interiors 550 Ellis Street, Mountain View, CA 94043 201 filbert Street, 3rd Floor.San Francisco, CA 94133 --------····--·--···--............. ___________ _ 2550 FifthAvenue,Suite I IS.San Diego,CA 92103 1720 8th Street, Sacramento, CA 958 I I CONSULTANTS Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect 650-943-1660 4 f 5-477-2700 619--685-3990 916-441-6800 SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST OWNER STAMP 4 3 2 NO. SAN DIEGO, CA 92110 TEL: 619.681.0090 CONTACT: LEIGH KYLE IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SDP SUBMITTAL #3 SDP SUBMITTAL #2 SDP SUBMITTAL #I PRELIMINARY REVIEW DESCRIPTION I 0/25/2018 09/13/2018 07/31/2018 05/21/2018 DATE LAYOUT PLAN (WEST) LI.IAI DATE PREPARED: 10/24/2018 ~ I SH4ET I CITY OF CARLSBAD SITE DEVELOPMENT PLAN 7 JONIS PHARMACElmCALS OOM=ER:NCE CEN1ER 20' I ENGINEER OF WORK: I OWN BY: DATE: CHKD BY: RVWD BY: 111111111 ---SEE SHEET L1.1A ----MATCHLINE / / ----------. ~,,.,-.. '· \ ' !~ ( ,l,n ,,·,_, --, ·~--..::_\...::.~--- ,, . / \ ' \, ' \ \ ' \. . \ \ ' \, \ \";_ \ \"- \ ··\· -•--\-. \, \ ' ' \ 'J, \ \ \ ' \ \ ' \ \\ MEDIAN AND CUL-DE-SAC IMPROVEMENTS WILL BE PROCESSED AS A SEPARATE PROJECT. / /_,.,) ,1' \$ \Q \ \ / ' \ \ \ \ \ ' i \ ' \ \ \ ) ' \ ( ~--· ! )~ .. f ' . f • • \ ·····4 4$ ... ·----.... HARDSCAPE LEGEND ' . '' "'" '' ,, '' ·'-' '' ,,,_.' ,,. .,,, ,,, ' ,., ,,_.. ·y ""-~· ~.- .., "-c \' V V 'C' ·_y ;.· ,., '"./ ._,, ;, HARD SCAPE PAVING C.I.P. CONCRETE PAVING, TYPE 1 C.I.P. CONCRETE PAVING, TYPE 2 C.I.P. CONCRETE PAVING, TYPE 2 CON CRETE PAYERS TRUNCATED DOME PAYERS STABILIZED DECOMPOSED GRANITE ASPHALT l --. ·----------·------------ ··- , _ _./ ......... ,4 ,· .· ,·· ····---.' ,.;;· / .. ;,> / i . " ·' '-'-.. --~~~ ~~, . ·-:::.~✓-. ' ,_, . ..._ t!~~ ,--:::~. -~ ',, ' ' ,,-. '" ,... . '-' . -. ' '' '-'-,,. . ''-'-' ''-'· ,,, ··.::,:::-2 "' '--. '' . ...... -. '' ,,, ,,, . ''-. ,, "'· ., ~.,-,. ''-'· . '-' ''' ..... ,,,. . ~:::: --::: :;,_:,.,--~· ·. '' ., .,,, ". ; ,._._ -~:::-. . , ... -. ,,. ,,-. " ''' .... ' ... •. " : ' -. '-'-" ,-... ., .... . . "' -.... ,. -~-......... ..,, •:,., '• ·, , ... ....... ' ... ... ,. -..... , . " ' , ... , ;:.;~~:::-,, ........... . . '' . ' ''"-' " . ' ... ,-. "' ~-.... , ... .. , .... ,· ... , \'-'-'· . ' . ', .... _ .. ' " 7 PA ,..... ''' -.·-~, ... -· . '··-..... , ... . • ... ,_ "" ... -. .-•·' ... EXPANSION JOINT SAWCUT SCORELINE ROCK MULCH/ BOULDERS ROCK MULCH TYPE 1 ROCK MULCH TYPE 2 BOULDERS CURBS /EDGING/ WALLS STEEL EDGING RETAINING WALL C.I.P. CONC. SITE WALL C.I.P. CONC. SEAT WALL BUILDING WALL © © @ @ @ @ 17 STAIRS/ RAMPS/ RAILINGS C.I.P. CONC. STAIRS WllH HANDRAILS GUARDRAIL-SITE WALL STAIR ON GRADE BUILDING STAIR SITE FURNISHINGS BUFFET COUNTER LOUNGE FURNISHINGS LOOSE TABLE AND CHAIRS BENCH OUTDOOR MEETING TABLE BICYCLE RACK 2A 16 @ @ 15 16 17 18 19 20 21 22 23 24 25 - i ___ .J. LITTER/RECYCLING PING-PONG TABLE OTHER WATER FEATURE SHADE STRUCTURE BUILDING COLUMNS LOADING ZONE 8 TRASH ENCLOSURE TRANSFORMER ENCLOSURE RW IRRIGATION METER CURB AND GUTTER FIRE HYDRANT SITE SIGNAGE BIOFIL TRA TION BASIN 5 ".,"':/ ~-\/\? "J.-.·.'./J:./.:; v ··,__,.. ,.\,"-'-,/,\,'<-,,:: .. ,-,:.-:: .. ,'·: . .'').,. ·; ,. \;:_.,:-'. ,. ff-.,-·-r,;t:c~--.. :r.z.-z::I·.::·.-,,---"" •;-·:,':. ,. .. ... -y ..... , ••• ,._. -• }//,;vw·;·\\,\'-.. /v''v--:r/~'l · .. (:f ... ·.•:;~;:7 .. :.\.·.: ... ·._:.'.<c__:,.··;· "'"'-.. , -\,\ .. \/ 'v __ i __ 7 .~:_;:·_,'.': ,',J ~: :-".-,-, .ii------- TYP. 9 -. , ------r. --·?::·-.... :._:· __ ~--~ .. t-:;_?··"·Y'!_.,_ .... \:·· ·-+ - \ 7 2C ;; ~-· '> ¼'"' ~ < ' ' ;;, <; \ ' "~;, V--; ,~-v' \. > <; -!) ,, <>', > , '< " s> <. ,~ 'V, ' ; -=. " , ..-,: ,, ,, . ,;·" . ; 0 ,, '; ,,.., ,. ' "~, ":> , ; ,, "·, ,. ,, ~ ,, --; "' "; ' v''<"' ••~• '"'<;0:;,c;•'~,;s· "7v'' '' >•;;, -..,x,,.....-;_o-,-,,.,:-;-...:;:-,,'¼'<, , ~~•~ ~ --v~~v~-7 -;,v--vfi-z-v~-v~-~ ' . ;;f'.j~\i~·:,::;~;);:~%j~1~~i:~({t\\};:;:?::~::~:::~:~ _,'/'./ ~T,t/,j~ •;.-~-=...:'/,/':;--: v_;T~\.''..//.,.,'w\.,\ '\'\ '_,\;" .\ .. ,.-,;, .'?z-] ·1· .. \ ---- ,, ... _ J i •--1 [D ---. 'I] 1-. < i • ,,. ',@<; ,. ,;, -'" ~ , '</, ,••~ _, ., ,, '< ,;, ;, ~ ', _.-.,,~,,',""',-'lj'i",wj ~,v._.q ...--7 18 "C ~ y' \ ' ,-, v\t-~ V ~; '7 VS~ V V ".' =,o;o,:: ~ V V -1 V \Y ,, ,, h,,,,,,, >'.,,,,, ,<."",',<',',•~"") . ~=•:'" . lIIf !Jti~~I . . . ' __ }.......--------------- ---------~❖~-:;,,;f;~:~-;J·:v:,:,-~.;~I -~sc==;-;, ,:;(?.~ /_, ,, '"' " .. b,,=·"'"' .. t. iJ!m1~•::,''..'~:;;•/,,''.; .. ;;·,',\\''~ .. ,•,\:;·',,j ~ 1r/ I!, ----------------____ ,.- ~-cw:~'5:"'Il5:;;J0'.'.'li:,.;.J2L~'--"' ,,::,,;''.;,'" "~,, .. ,,,,,,c,s,,,,,," .. ,n .. ,,,,.1 , ';¼' G -·j- l~r :' ~- 8 TYP.: '\Ji':21--~.,L--',(:zc © PA 6 2AJ-C---.-lil .,, ,,.,_,, ,-.. , .... ••'c~~;:o--.>.'-'- 12 " ' p G . . ; .. I . .... f ~; .·' ....... i= ..•.. • ... I } . .. . ~=• 'I H!,,,,,,,,. ,,./,,,,.,,~1 "'~--_,, .. F ... ~1- ~ I ~-lliWJ!iill · ; :-: ~:}}r:!i[;~{~~;~:jc~i/'/, i ~3 ;;1 PA / 1-. f .".,\;''.,\ ~\\.' · .. </, ~ /~Ll -;· '1)<; '• ., <..> <. ,✓-,, <.. '; 'l v' < ';! v' ' ,7;. /• • i• ~D \,\'':.,,,,./-/"...'':;,'/v,''/,~~",, _,,, « , , / ' ,,,,'',_, }-::-9"''l .,=-,;-"-7-z:v,; , l / :::::±:.:. c"V -l'Jt' ", , -c , ~, " ,. • , ";-,, • ,. v,,., , 7 , , "' E..; '-'• ,, , ,. ;, , , , '<.·-1·/I~~-, , V ' ,;v<v<,--.,,,,-,,,-," ,v,v~ .'vv~-:;-v<,-;:"v,7--;'-:;-v-·;"vvv•,v,--1rs:s:"" '"(> •~' ,;, <. <·; ; ..:_, :_, , • , ;, " v, •,. '.; , '/';-~ ,, , ·;, ;,; \, :{, ~-w <' ,·" -~ ~ V ; ,i (':f' .,.-:1•cr-~~ t:\ ',}~'-' ,.,:):.";, •; ,• • , :, ., • \ \ ',Y , -.-:: , ','•' ',, .,, \,\/:'.. v:,v, -', ', '< v ~ \,".,.w, •. \_;\',-:., ;,,• .' '•i;-:..w;<,, v,sw,;<.•.f "'v''.'"'')'.;-;·/'.v'~' >.,<,/;?.,.,,,.,., ,':_,%-,,.,,t'J;;, :_, f "·, <. "'1 • -,.t•> ,-~,,,T,;, V ·;',-•,:..,:.-a··~-,C; ;,';• .,,~,• -~;,;;-,•,, ;:,',-r,'";\'V',, ,, ,, ~ /\.,-,, 0·[• o , ·, <, v· ->, C -:_ •, ;• V ' ) -:..• • J < "';, y ,. / "'-:..· ..,...-> c; s< • , '-'v;, , ~ , ., <; v , ~ , , s; l '." 'C'<:i 7 -SJ-~ 'i' .,<7,;--"'i' -7 <V ?-:;" V --;-S!' '"'7-;" 9i'°N7\'-S •-:;-c, .,.,~•;,:-''<,"' .,_., ,vp ;-,7-~ l \ '~ ,;, tj' ,\·•~." // ~-~,;../~'....;/.,,." .. s:;;-.-/-_,~ '",/'---'';/}'(,~:,; ;_,"-'",.,'"!'-::V,\?-;; ,;ii>__:-\.\/ . .; ;;,'v, '-'";;~;-.i-::.Y/_, ------ . .------- .------ ---------7 . --______ .,,..-- : ------__ ....... ; ....... ------ ------------ , ...•. )------ ,< ',> °v ~ > 'i v• 'i '<, 's_• 'iv < v' < ',' ,• 'i '/' '] 'f;; , "-i" '(. v• -, :_, ', ,'-,, •,• -.,< • ,' v • '' ;_,-~•-•--[)j,. ""'., " .. , n ,,., •" ·. ''" ', .. 's,-.,., •· "'• c°•b ·,s·,., \ 11,. )'tt.,. •1v'i '.,<_?:> '.;'\ '_ ,,\ -~ V "\:/',.:, ;,"'/~ ,, ''.,.'' ',;>' ;;'/" ',/\ ''.,. ,, },/~ --::;; , ' ,'' .,' ,,' ./',./, '.-..,\1.; ,,~/: • ,\. ___ ,• !ti~ =~~;;::}:;~:~•Y:~~:-; •'',• ,.;-)•~< ~; '•; ;, ,•' ' ' <I'/ v:i~ 'V : J, ~'~:;~ ~~•f'~,.- , "~,, , ,;--,. ~ ~" -,v , ~ , ,, I\,.,,, \ --::~ --,,' ~; , y' 1 ; S/ ; , ' <: ' ; __ ., .... ---••- Z~"' V "C '.' v'' • ,' <, ,,, '------•r- : ,'.', ,' ,, ',,','• ,.,\ . ';"•----,,,< 4--:@·;:;/;j] ... lr ® 14°';'·---'··--';gt~\ "· 21 --.-- .. _ ·-- ·-- -.. ..... ------·-··----· -.. ---- PA 0 © NOTE: CONC. V-DITCH LIMIT OF WORK PLANTING AREA LIGHTING POLE LIGHTING BOLLARD LIGHTS ::1: 1. POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS) SHALL BE PROVIDED AWAY FROM STRUCTURES AND ARE TO BE TERMINATED IN AN APPROVED DRAINAGE SYSTEM. 2. UTILITIES, STREET IMPROVEMENTS, GRADING, PARKING, SIGNAGE, AND BUILDINGS ARE BY OlHERS AND ARE SHOWN FOR REFERENCE ONLY. 20' 3. NO PUBLIC UTILITIES EASEMENTS IDENTIFIED ONSITE. 4. REFER TO L1.2 FOR FULL HARDSCAPE LEGEND _.,.....,.,-;,-- .•. ----------- 10' o· 20' ~-~11111 DGA planning I architecture I interiors 550 Ellis Street, Mountain View. CA 9404 3 20 I Filbert Street, 3rd Floor, San Francisco, CA 94133 ........... , .............................................. . 2550 FifthAvenue,Suite 115, San Diego, CA 92!03 I no 8th Street. Sacramento, CA 9581 I CONSULTANTS Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect 650-943-1660 415-477-2700 619-685-3990 916-441-6800 SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST SAN DIEGO, CA92110 TEL: 619.681.0090 CONTACT: LEIGH KYLE OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT STAMP 4 3 2 NO. CARLSBAD, CA 92008 SDP SUBMITTAL #3 SDP SUBMITT Al #2 SDP SUBMITTAL #I PRELIMINARY REVIEW DESCRIPTION 10/25/2018 09/13/2018 07/31/2018 05/21/2018 DATE HARDSCAPE PLAN (EAST) l I . I B DA'JE PREPARED: 10/24/2018 I SHSET I CITY OF CARLSBAD SITE DEVELOPMENT PLAN ~ LE.J JONIS PHARMACEU11CALS ENGINEER OF WORK: OWN BY: DA'JE: CHKD BY: RVWD BY: 11111111 1111111 111111111 --SEE SHEET L 1.1A ----MATCHLINE / 1 \ \ \ •• ... ·--~ \ ; \ \ \ \ \ \ \~ \ \, \,··. \ \ \ '· .... "\ \'.; \ \ \; ·, , \ \ \ \ ' MEDIAN AND CUL-DE-SAC IMPROVEMENTS WILL BE PROCESSED AS A SEPARATE PROJECT. ·-\ $ / 1 \ ', , , ) : ,) ,/ // / / ,/ ( /.,/ ' l _/ / _/ .. / ,/ / ., / / \ \ \ ' / \ \ '-;; ( \ . ! , l, \,,. , / ' . \ \ ',,, ,, --------. ··-........ HARDSCAPE ALIGN <t.······· CENTERLINE LAYOUT --.. ____ _ -·---------------- LEGEND + EB POINT OF TRANSITION BETWEEN CURVE RADII ARC CENTER POINT PA ).··· A ---· 111!1111111111 . . . •,y, .,-. •.,,. ,-.. '•. '·-. ,, ... , ... , •. '' ~ '. , ...... ... . ,, .. . ,, , ... . ,,-, ''-' '' ..... , . .... ''- '~t:"."'. , ..... ,._ '• "-''"'• ,,, . ,, . ,, , ..... _ -.... C " .. " . " '-" ,_, .... '' .. '-'' ~-~✓--t-... '' -.. '' •. " PA ~~Jj~-. ~\. ' :0 U'~ -. '' , .. ,,, '' ~ :1 ' '·,: : ·\<_ ···· .... · .. ···.··.· ... •• .. · ......... L·.····,,····••.·~••· ,;; .. PA .······ .. \··· --1}: .. ---·'r ... ···.· ······ .... ·, .. -~'-'· .. ·:·:::·:.:·.c'lc .... :$,-- ···----·-«;,,~.-._,_.,_, ··-•,:-,. .. ,_ -&·•• .. -.; ,_. ,,-., ;, ,,,. •;· ~-,., ,,,,·; ;, .,, •;- -~l)tn\ ... •;;•.,xwu ~-" ,. - ';$ ---.. - I \." •~", -.. V <• S." <j;P 7 '-," <i,,_ •~ ;,• ;·" " y-'-;; "'-;.> <; "" , V "," ~-7 '?, '-,-., ,> S ' r C ·-.? 5< ,,, 'J, S', ' ' ~:~;,•::<,;~,,;<::<~~ :->~•-;,~<~;,;;;;~:<.~'<)~<,: :~<<->._. <~~: ;,:~<:(;; ~-::~,~,:-:: '._~" i,-'\o<.·"; S w-c;, ~A-,·~";-i,f-; 1 ,' ~ "., _--, Y<S'S ~ ·7,; <.'Y _., S", $V•\1:;, ~ '"' .;< • · '~~1~r;:f•'~:~;ijf ~til~ , v· './\~~:~:;.::~•;:«\?~::•;:::)::::;::::::;~\~~;~~;:;;::{;[ ,_. ·»·\.''\;::f,/'.t ,/ ,/'/''./,.? _,.'\'"'/~.-·., ,:,.,;"·.;'· ... :•'/,;'·.t,."~,".;-"""/'/:/.,' --- i , ' ' ' m-0:. ·. ·. .·' .·.-,.,·.··' .. ,, ' '"l_.., '1· .• \,,; ,, ;,, ].'.· ,, ". ,,.,. '' '.,;'' ; ·.·~. "· "n] ·.· II "--··~::,,!"\, .... ~, .... -0···· l ·::l;~: ~\ 2l~t1!1¥ ~I~~{~ ~~-;~~-~ :·: ~' ~ -. '.~ ~\: ·-'' ',, ·, ·: ·~1t·;:~,:--:J~:-::,-~>;~~~::.-::;<-·:<.:·.:;,~~;;:,:;,~~~;J.[ if , ;, ~ ,t:' -;\ PA \:':;t::;\MJ:f~Ii/f" __,_ p i:::::::f:X;'.(:'.\':::~?:~:7::~:::Ji ;.'·I: >:,:.\ ";:";: ,:-, ','~, \., c:.' :. S--, .J .. ,-·.•.\\'\-'·'};,s.•,':. 1 ··' ., .... '.-·, ,· V ' ,, ,,. /' ~' , ,, "'"JI ;;, .,,,.~"'",'>"-, b,, ,-.. \.., ,-.. ~--' ~-""''" \ ,, J,,--,, .. ,,.,..,,,_.!'.~;.;,.<-·, ,,, .,-._\'.-..<,,,;, _,,,~';. '~\,__.,.:f'.'::.----;11 ----:;..,.,t~ ~ ... '':;':,<··/\ ~~-0 J:'' .. , ,.,,, _. ,,.,., ,·, ~ ';'_.,,,· ':,.~1 :;.: .,, l'.',;--:-<t .... ::i:,x -.. , "'-t, ... , ,.,',,1 ..... \ _. l' .;,-:,-., ,, ,, .. ,. ,,c ·,,, -,·<. if; r~:\-..''..:',<')~, ---: ~~.. , , ~o --~,.\> ~ '~;t_.,• .. r.x,, ~ (J1¥ •c:,vr~,v,,-;-,v-7s>~,-::-~c:•"y7c;,,7-::j :J: ,-. ~ ,, ,,Ir,"¥.,;.._, ,, .,... , _.,..., ".' , ~it -~ '~b\.'--,%, .v 1·J, ' .. _,. ... ' .,... ~'" "";-,' -<' "'''.,-"".,I' ::: :,,--, '': ''l>"·'':.,,-o,_'' '.._, ,<'-...>,::.;::~ ~~, ..,, ~,, {).-..\,.t~,,• 1h~~,;--¢"._,,, v,,c;r ,,,,c,~;:-v,;~"11 ... "----_,,,-;;_,,,~,: ~\; ~', '1t,,:;../\_"'A:: ,, ~-,_ > >,-...,_~ ,._ ~ ''--,_ , :,-.,_ ' '\'-.._{,,,-.. \ [ j; J' '-' ',' V-._' 'C l v "( ''='"°:•.::;:-", ':j-._ r V '" °i -~:_ -r·/\ ... 't_, "~1 .. J '~\":. ... *.,..~~ ";:~t --~, '~ .... ,,~ '~~-'.''.::<,,.·1 '";:~1 •'·''-'' 'i-'-'", .. ,,,.c ""' ,,, .. , ''<"] .. •:-r ''::"J,, \;-.. ,11◊-:,0 .. -~ .... 1-.• ,::i .. -y .... ::._ .. ·t .. ~_ .. ~ ic'~ .. ; ~\ .... ~ ... L--',(1' -'l~·,.., , .. _ , , , ... , . ---,.;· .. ,,, ... ,. i :;.. -~, ~--\',~.,_ , ,, ,,'\'~, ·~ ---~ J.._.v-'-:),, -''->.-\. --f<, "'l \.' '-> ''," '<;' v c• '' > < , ',,, ..... .._ ~,,,,,,~·~··},,~1'1,,, i:;:,:,.,.,_, ;,., . ,, ·t, ,,,,,,<:-... ~•, .-.,, ,..,. ,,.,,, ....... ,-._, ,-.,\ 4~ '¢,\ '' y..,.., ;.,_ I ,._<,,A,,, },-, -$-; 'I.'-', '/!:,,-~< '-' '',-;' :_) '> ~ ' <. _, -~h; ,-.;; m,v'<P'','Ch \ '-;,'~\''::U'◊._.·,,-., ..... ~~t<'':r,~-~,\::. ''~</;~--t:~ 1~,'"""' -,f\·,'J:;.,"'~~'" .. "'"--::\, .. ~_,-.;.(--::v"J I ~ /,\~7 PA 1~\::;,i;(~~~i:~;?'· ,,, "1~;1~~;}~~\:'.\i~:::1~\;;\ -\-o ~-·l:~'.::i:_t}:}::::;,~~:::~:i~::f0:::~:b~::iJ e \ -.•1.;----.. } ,.,._1-..,,t ~ .... 1 ''1,,y.--1~, '~ .. ~ ,~ .... j? PA -..,1->,, :v, ''\ ,..,_, ,,',_.,~,._.,,, J' -..<.. l-'•" "'1' i--;--,;;.,;,'i:-;vv•~,.,,"7.~~,/o,,•-.-, .. c:,,-;,."-J]; '.l.i! ·,. / c;,.' .._, ' ◊''~,; \,: 1-~•◊, , '-' i9,Y_,. ,,-., ._, ,,~._,. ,v ,-..~ ,-.;. ,,,.._ ,, , _,-, , , , , , ._ , . ;;,,,~~ ' ,Ji<'t~ '~";:,L\:':f;... ~~-\~._ ,,_,-.◊ '-~' --v '\t, --~~ ~\.. " -~~i '";:,l '~,) •;:: \~·-:-~__.,,'le;~-... •!...;,"'-,-'_,\,-;--•,,_;';'"./;'./\.,"-~'"'./\,'''/?_""./'-; . ".~\J1~ \'.t;~ \ :::tif: :'i\\\t~:\\,':~ -,;~(;t::s11~:1\, \ 'i;\;;\:'.\:.1 PA r:~::;:::~;J)::{:,j:}:::::::::~::::::~::ri !: ·,. ·f-,·----------~-·7 ~ h':'.,J.:: '~:;tta,: ':,\.S,' ~~ 1,-0._ .. :,,\~-' 1"\~•,<:.,t,/,.i-' 't •"f<◊~,1--, •~;:: ~ ,•~;\ '~.._1 ~,•,•~~ t,,l. t·,1;:_•,,•-;,:;;,;-v•;-;_·-:,,:-,;,,o.;.-•.;-;_,.-._.•,:-··;;·,,•;]l i< j __ ., ... -"· ,./ ~. ,u',h ,1-.. , "'<.>' "~<>,{~,•-::~ \ ~ 1-~~IP◊'·'-"J::.::~ l:::~, ~";:-.. '\.<--:,,~ ... ~, , \ ,) .,.,c ,,: , ,7 -4, t,,-·cr,,c.:v7:.,,·•=•-·;,·v····.~-·-·,>··":,· .. -::--·-::-"·~:":.:"'·~·r-,:r·, \ 'J/~, · \: .. -, :: ,~~\:-... ,~ .. ,;:: ~\.\t\ "J, '\\ ::it>t\ '::~:\ ?~ 1 ::::, tt§ .. ~\':~ r~.. L· i....-l~~~~-~·\ :::~ , "F-/t-,.,"',t,/\\,\.\-:;/,./; . .7//'.//'t,/-.-"\'J ; 1 ..;-v--> t.,,lG) 1-/ ,~;::;~,~~ "•~,,<t~ t~, \, ~-,,h<"~-.. ,:j,, ,{, t,<,¢';.;_:',.;, "\ ,,\ '~t>c-,) ''.:,',':,.::..., .,0, '::, r::~, I'";:,:,~, \ C1) f<;[\c:,.,..,_1,,;,vv·~vv~,;,·c;,<;,;·yv•T,v•--;1:. , -.,,t">·/ , 1.:J:;,• ,,,.,,\ ,.,,_ f, ':-,\"'' ,,, \.-, 1-._,.◊,,,,"t-'' \'."' ,;,,s,.-.. •",:, );::, •;.,. '::i., ,1..--...,:;,4.~' l ._,, ,-.. ,-.. ,,, ~ t,~-,,·_,,,~.-·•:,;:~·,.·-7-_-v-:--~,,;~,·l';<•·':-·· f., , ::-,'<>< ,~1,'./l, ,,\ ,,, -..,1•,¢,'i'~'•'~ \'~,'t-◊..._f:::, j'.:,,)~:: \\_,'.. V..._\." '\'' ~»i' ... 'i:: ,, -.., .,,\ -..,•.,-,,\''-' \ ,;,;-(7·:;·,•,,x;•,,,.. ,;-,.c:,:.•,"'"··"!',.'i"-·-v-·--c,.'.··,;<•,',;;.,.,.: . ,""U.):5?t,;~ -.,, \'.:~i \~~ '\i~<~, '~~' '~\, 'l:~~:~ ~";:\. +.) ?t~;>~l '-:d :,:-:1...'1.1i~{'.:,.~::-t-~~::~' \ ~\;;t~, t, ' :> --.::;, ''~2~ :::~ 1[~-,.//,/',/t';~,'·.,y_'., //,,"'.//~~:::.'7//~/.;\\:j I __., ~\ ,:;-J_f:"::~~'.:~1'~~ \~:: ~f-,>1::~ f'.:, f, \'~◊:"~' •~, ''.:.}. '➔;~...,-4--c:::-,r;•~:::\,,,0 ~-...-z-~~\ '~..\'(~\◊.:;,''-1'~ \'~~ 0 '~ ;~-.. 't, ~~ ' J ~i~·»··;',; . .,,.--,,--,,,·-~··,-c;~·,,·-;,,c·,-·')'··--.:_,-·v, ):; · < '\ ~r~~ "";~::¼, ':;_::!"--~,r~~: \ --:~J ~2 ... ~<:~t2~,._.t\..--~~~:--.:~ -t:: \,a;/<~:: --1 __ '2~~ --~2t:;?\ ::~ \ '~}~ PA '::: \::~~ ~3~, .;~~: . i· ·,. '"-'/)~~~J\.\?"'"'.,,'/'._,\.\~~;~;:·o'.':~~::"~:/::L<L t/!·-··" ' ::'\,'<, ,,, ,~, •;I;:; "J::,;;> ... ~"'"' '-'I '') ''';)-,"::;,~'"-l ''.:~ \ ''.:.,,.'S-¥(:'t, ~~-:\ .. ~, ~::, \:\\¢ ' -.. ~ }◊-:, ,\ ,:t. .,, ' ... '' ,,.,. ! '' ,. :··7 '...l--~' '''':l,; '":! ,:, ·~ -~ '" ·;, :; '-" ''' ._, <,' , • .,. ·:, :;-·-:.,j 1 ~~ ' 1_.◊,,'-''\~ .. l~,' ~~ •-::1·},,,;:~·,:;:-~~•_:'~1{,/,.5, ;;.~,,,,.,,'f-"\,5\/,~-" 1" l" ::; t~, '\__,◊>~£ "::\::,' ''.:~ ~::.:\ '~,1 '~ ·-~<. ; ,'_.;:,<;>•.7z::,.,_.,,7,.,s;\>S'•7' ... -;-v--:;,7 ._\ ... = ,.. :. • '\',<>,,,i.,1,.,,,.,~::-;-a;~_..:.-•.,, ~' ''1'4.).)\-:'"''.'.'\ ''\,,,,~:\ ~:,'~1,~i .,._1....,.,.~o'"d,-, }f ._ ::\' ..,_,, '"' =>("~'';,-.;;,'.·,,.--,~,,,,,.;,,·,,,.>','"'~-.;•,,-•:•··.;,-• lf.-· t ,.., ... ,f> ,,,, .. ~, ,!J.•'-., ~' 'r:'<'"' ,,., 'q ''•< ",.-.;, ,~ -,~. ,:t ,,l."\¼"'·'·,., ' .. ,,, .~, '~, ,~1~•---.;-s,.-···"-·,., ... ,., .... ,,,-..,--v,--. I "' 0,,>,, ,_.._-, ,-.,, \.. 'v ''-1''' ''' -.,",>' ,;; ,' ',,,•' {, ~, '} ~ _.. ,,~ "'-'v'> ><I''' , '' '" ~,, ~ _. '' ' ' ·:., .. :. / ¼-◊--""' ,._l "'" -..,\.._{,,-,,1''''' l<'~'-' l' ,._,;-<A-.,-\-.. , 1-. ....._ ,,, X."{>'c:>\, k ,,,\ . ,,,,,,,,,,,·,,,. ,,,,,, •'' ,, « "◊q ,l ,,, ,-..~,',,.$ ,,,.,':'J' r\-...<'1''' r~~ \''.:, -l>"-::--1,, ,, ,,, '-'":. • ,,.....,,._'l..,.'s,-:",.J; "-..J ~' --,., .. ,,,,_,,.,c.·"'''""·":~~~ '<,<-'-\!'.:: ~i~ :~\, ~;.fc>"<;-l,_ ;~i, ~~-.\.. ::r<'."\v.cJ .~~ ... -1--:::-.. • .. -., .. ,v<,':;:-~~,·· ,.. ' \ ~, ~~~--. :~8-.,.\;.1~ -~ ' "": '". ,,, , "',,, ,, , "'t-·· -• \. PA , -',..'-'.>,' '\'-•\' ·.,,l:_:"c;..J,, .. -.,},, "\ -._*}~•,:-~ .. ~ ,,S~). -~~\ ~~,:•'>"'•• IPA ..... ,_.,.,;\,,,.,.-,.,.<,t_,-•<>,~>.t,•.'C, ..... <•>•••••••••••CG• _,._ •. ~• --~•, ,,.,,;;, e ,-","' ' /f: ''·S\ ~~j ;~x ~;\t;~k~¥;/1~ .;~~1iJ·~3 _________ 1 vl: ·-~~~~r~~~i'f-JI~~~~ ... e -.~, • i ' r:t::'.>~~~:t},~~:~}:~ -., . . !l! ///JWfJ i:~,"'; -~---)'?_..--~---------- he: H '•'"'••,s·, _.,,·-.¾,,__ ,.,• / •• _.. "[;',•',, rF ,,,7' < ,,,.,-,._.,:--,y--:,,~ --,,. -.~-,,, t ) [-i:::<?f >:.,·<'_,> :-:->j:,r;-;-£y~-.-<~:-:, -;.,; ~ </;/:";:'·.;t~i}:":>:<:":::/~<;: 1;.: ~~~;,:~f;~ k'~ ~ --~ r >'s! \' ~!, ",,' E ' •, ",, •, ',. :;"\. '• -~ < t, ',' <; E '~:y ,/_."'~:-:)t:-,,,.,\;:'.//:,_\/'/i•\:.:'•;,\;•' ")'i,/"/<,{:t.: 3 ~ > __ ,,,--• .. -- ~ v ;•, • ;, <;, Y v~;w ·J v-<:, 'YV "(;",,., ;;-"<;·•.,v ;;-<; '/ ;;-,,,."¢.;.,; <; ,.,.,, ,, ~' :o'-;, 9>':-·7-.; <,1,,.J<; <.-·;·;j _,.,..." .>;,:~ :~ :-~~._ >: ~"<;: :.:;,:.,: ~,:,; ,:~❖:S :Y/y~;:::~~: ;,~~: >!,> ;,>~<v(r-... ):,.,:,-t ~--: ~ •f ,",.-,<;, _.,,•~,,_,_.,,c; ,_".t-.•v,~,,~;,,:~,"<;v,•,, >,:',',.'2.-\,." .. i'.,.f'. ,,•,,❖•,.;;.\'.,::/ ,1,,, ::C: Jf"' "',,";:'/'\ "'.,~., \.t/ ,\. " .. : ?,_ "» "',, :,"~/'..,,"" ,\ '"'.,' ,-,,.-, "..; .. ,-,J._, '',..\~/.,;~, 7... \/ ."" ,-,-~ '}\ ,-J~'"':1·::>;)' -----u r,~', ';:,<, . '/) ... ,,,. : , ',.,,; : .. ,., :·:,s:,-, : , "--"."', \,; :,::\ .. ', '-, , ,.,,x;l. ', {'; _,,------· :;::! 1 -;; / ', .~ <; ., ,' <, , '. •:,, <; ,., ,;, <,, {l.;, ,, w ), </; \ 7 ,' c ' , <. 'C ~1-" ~· •{' ',' ,,,,,,. •~!:~,>-/ ,-/\:,<"• ,'w",.',''C ,,'.'<,, ,;,_,~,-., ~"''._\;:\,;:i1::', r-1.t, ,, .. ,,, -, ... ,.,. , . ,,:r,:, , f, '"',,--;_,~ -... ",: ~ ..,,"'.,.·-,, ~~ ' . \ .. \.\, __ .. -~--·---.. -00 ,!,;.-,,".~,,,, .. ~''', -----r. • ' ' ' ,·" ,' .. '• .::.:, .. ' ... ----\ ~--"ti ----·-· ------- __ /· 1 · ----: __________ ... I J-----. I . ,-·-, __ ....;, l ' . I I -· --., ----·-· --------------··- ... _ --- \ --- __ ___. .. --~-,...----"·----- ·····O····,·· IB ~\::},<c::X.«l:l!;:z:n:,.:z:~::::c:""':,::;,.;,:s:f:,<irnJ:.:t:,:x:w::,x • .,. .... " + ... --: .x.r. ---- .. _ -- 20' 10' o' 20' ~-~11111 DGA planning I architecture I interiors 550 Ellis Street, Mountain View, CA 94043 650-943-1660 20 I Filbert Street, 3rd Floor, San Fra=n'-=c=i•c:co:.:'..:C:.:A:.:94:_:_:lc:.33::__;::4.:..:15:_•4:.:7;::7_:•2::7..:00= 2550 Fifth Avenue, Suite I I 5, San Diego, CA 92 !03 619-685-3990 I 720 8th Street, Sacramento, CA 9581 I 916-441,6800 CONSULTANTS Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST SAN DIEGO, CA92110 TEL: 619.681.0090 CONTACT: LEIGH KYLE OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 STAMP 4 SDP SUBMITTAL #3 3 SDP SUBMITTAL #2 2 SDP SUBMITTAL #I PRELIMINARY REVIEW NO, DESCRIPTION lA YOUT PLAN (EAST) l I . I B I DATE PREPARED: CITY OF CARLSBAD SITE DEVELOPMENT PLAN 10/25/2018 09/13/2018 07/31/2018 05/21/2018 DATE 10/24/2018 ~ ~ IONIS PHARMACEU11CALS ENGINEER OF WORK: DWN BY: DATE: CHKD BY: RVWD BY: HARDSCAPE LEGEND VEH. p:;~\c~;i] HARDSCAPE PED. PAVING ~ C.I.P. CONCRETE PAVING, TYPE 1 ' ... '-. ,_ '-'-'·' '~~--~~~-' C.!.P. CONCRETE PAVING, TYPE 2 ' -,,, ,,, ... , ,,, "' fJ,f{-I;~;r C.I.P. CONCRETE PAVING, TYPE 2 ~ CONCRETE PAVERS IITITIIJ TRUNCATED DOME PAYERS r~~?f~fa STABILIZED DECOMPOSED GRANITE ~ ASPHALT EXPANSION JOINT SAWCUT SCORELINE ROCK MULCH/ BOULDERS ROCK MULCH TYPE 1 ROCK MULCH TYPE 2 BOULDERS CURBS/ EDGING / WALLS -----@ ~ @ STEEL EDGING RETAINING WALL C.I.P. CONC. SITE WALL C.I.P. CONC. SEAT WALL BUILDING WALL @ 0 STAIRS/ RAMPS/ RAILINGS DETAIL w@ ~ 5 L1.3 C.I.P. CONC. STAIRS WITH HANDRAILS GUARDRAIL-SITE WALL STAIR ON GRADE BUILDING STAIR SITE FURNISHINGS © BUFFET COUNTER 0 LOUNGE FURNISHINGS g:g @ LOOSE TABLE AND CHAIRS r;;;;::::;;;;J ® BENCH @ OUTDOOR MEETING TABLE ::c~::ie @ BICYCLE RACK @SJ @ LITTER/RECYCLING @ PING-PONG TABLE 15 16 17 18 19 20 21 22 23 24 25 26 ---111111 PA €) 0 ♦ © NOTE: OTHER WATER FEATURE SHADE STRUCTURE BUILDING COLUMNS LOADING ZONE TRASH ENCLOSURE TRANSFORMER ENCLOSURE RW IRRIGATION METER CURB AND GUTTER FIRE HYDRANT SITE SIGNAGE BIOFIL TRA TION BASIN CONC. V-DITCH LIMIT OF WORK PLANTING AREA LIGHTING POLE LIGHTING BOLLARD LIGHTS 1 L1.5 DESCRIPTION C.I.P. NATURAL GREY CONCRETE, ETCHED FINISH C.I.P. INTEGRAL COLOR CONCRETE, SANDBLAST FINISH C.I.P. INTEGRAL COLOR CONCRETE, EXPOSED AGGREGATE FINISH PRECAST CONCRETE PAVER 12X12X2 NOMINAL PRECAST CONCRETE TRUNCATED DOME PAVER 4"THICK STABILIZED DECOMPOSED GRANITE PAVING PER CIVIL 3/8" EXPANSION JOINT PER LAYOUT PLAN 1/8" SAWCUT JOINT PER LAYOUT PLAN 3-6" COBBLE ROCK MULCH 3/4 -1" ANGULAR ROCK MULCH TYPE 1 -3' X 3', TYPE 2 -4' X 4' 1/4" THICK STEEL EDGING W/ GALVANIZED STEEL STAKES STACKED KEYSTONE SITE RETAINING WALL C.I.P. INTEGRAL COLOR CONCRETE, TROWEL FINISH C.I.P. INTEGRAL COLOR CONCRETE, TROWEL FINISH W/ STONE CAP PER ARCHITECT C.I.P. CONC. INTEGRAL COLOR, SAND FINISH; STAINLESS STEEL HANDRAIL PER ARCHITECT PER ARCHITECT PER ARCHITECT C.I.P. CONC. BUFFET COUNTER W/ HONED FINISH TOP SURFACE TBO TBD 8', EMBEDDED, IPE AND STEEL BENCH WITH BACK AND ARMS TBO EMBEDDED STEEL BIKE RACK MATCHING LITTER & RECYCLING RECEPTACLES CONCRETE OUTDOOR PING PONG TABLE MULTI-LEVEL CONCRETE WA TERFEATURE CABLE STRUCTURE PER ARCHITECT PER ARCHITECT PER ARCHITECT PER ARCHITECT PER CIVIL PER CIVIL PER CIVIL PER CIVIL PER ARCHITECT PER CIVIL PER CIVIL ORA WINGS POLE MOUNTED FIXTURE PER ELETRICAL/LIGHTING BOLLARD LIGHT PER ELETRICAL/LIGHTING 1. POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS) SHALL BE PROVIDED AWAY FROM STRUCTURES AND ARE TO BE TERMINATED IN AN APPROVED DRAINAGE SYSTEM. 2. UTILITIES, STREET IMPROVEMENTS, GRADING, PARKING, SIGNAGE, AND BUILDINGS ARE BY OTHERS AND ARE SHOWN FOR REFERENCE ONLY. 3. NO PUBLIC UTILITIES EASEMENTS IDENTIFIED ONSITE. 4. REFER TO L 1.2 FOR FULL HARDSCAPE LEGEND MANUFACTURER GRACE TOPCAST 877-423-6491 DAVIS COLOR 800-356-4848 DA VIS COLOR 800-356-4848 GRACE TOPCAST 877-423-6491 ACKERSTONE 800-258-2353 WAUSAU TILE 800-388-8728 DECORATIVE STONE SOLUTION 909-202-9279 DSS 909-202-9279 DSS 909-202-9279 DSS 909-202-9279 JD RUSSEL 800-7 42-2255 KEYSTONE 800-747-8971 VICTOR STANLEY 800-368-2573 FORMS+SURFACES 800-451-0410 FORMS+SURFACES 800-451-0410 LIGMAN LIGHITNG 503-645-0500 LIGMAN LIGHTING 503-645-0500 MODEL NO. COLOR: TBD COLOR: TBD TOPCAST #50 COMBO CLASSIC; PATTERN: RANDOM; FINISH: GRIND & SHOTBLAST; COLOR: DESERT BLEND 12·x12"x2" NOMINAL 'STRAIGHT' LAYOUT, TYPE ANO COLOR: CHARCOAL BLACK TYPE AND COLOR: TBD COLOR: TBO COLOR: CARROLL CANYON COLOR:TBO 'DURA-EDGE', POWDER COAT FINISH, COLOR: TBD TYPE: REGAL STONE -STRAIGHT; COLOR: TBD MODEL: EVA; COLOR: TBD MODEL: CAPITAL; COLOR: ALUMINUM MODEL: APEX; HARDWOOD AND ALUMINUM; SLAPX-36J SPECIFICATION 32 13 16 32 13 16 32 13 16 32 14 00 32 14 00 32 12 18 32 93 00 32 93 00 32 90 50 32 93 00 03 33 00 03 33 01 03 33 01 12 93 00 12 93 00 12 93 00 12 93 00 12 93 00 12 93 00 MODEL: VANCOUVER; COLOR: DARK GREY; UVA-20001-39W-W30-02-120/227V-GFCI MODEL: VANCOUVER BOLLARD; COLOR: DARK GREY; UVA-10001-21W-W30-02-120/277V ~-~11111 DGA planning I architecture I interiors 550 Ellis Street, Mountain View, CA 94043 20 I Filbert Street, 3rd Floor. San Francisco, CA 94133 2550 Fifth Avenue, Suite 115, San Diego, CA 92103 I 720 8th _Street Sacratnehto, CA 9581 I CONSULTANTS Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect 650-943-1660 415-477-2700 619-685-3.990 9 r 6-441-6800 SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST OWNER STAMP 4 3 2 NO. SAN DIEGO, CA92110 TEL: 619.681.0090 CONTACT: LEIGH KYLE IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SDP SUBMITTAL#3 SDP SUBMITTAL #2 SDP SUBMITTAL #I PRELIMINARY REVIEW DESCRIPTION 10/25/2018 09/13/2018 07/31/2018 05/21/2018 DATE HARDSCAPE LEGEND ll .2 DATE PREPARED: 10/24/2018 I S1ET I CITY OF CARLSBAD [m SITE DEVELOPMENT PLAN 7 IONIS PHARMAcamcALS COIFE1ENCE CEN1Bi I ENGINEER OF WORK: I DWN BY: DATE: CHKD BY: RVWD BY: 0 ® 0 .. . d .. <:J ,, .. 2 4 C.I.P. CONCRETE PAVEMENT. REFER TO LANDSCAPE MATERIALS LEGEND AND PLAN FOR TYPE, FINSH, AND LOCATION RESPECTIVELY FINISHED GRADE, PER CIVIL COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 0 REINFORCING PER GEOTECHNICAL REPORT NOTE: 1. REFER TO GEOTECHNICAL REPORT FOR DEPTH, BASE, REINFORCING REQUIREMENTS FOR ALL CONCRETE PAVING 2. PAVING SECTION MAY BE MODIFIED WITH WRITTEN, STAMPED APPROVAL BY CERTIFIED GEOTECHNICAL ENGINEER 6 0 0 0 0 ® ® 0 CONCRETE PAVING TYPE AND FINISH, PER PLAN THICKENED EDGE 1/4" RADIUS TOOLED EDGE REINFORCEMENT PER GEOTECHNICAL REPORT FINISH GRADE AT PLANTING MULCH, PER PLANS AND SPECIFICATIONS COMPACTED SUBGRADE AND BASE REQUIREMENTS PER GEOTECHNICAL REPORT 5 4 NOTES: 1. THICKENED EDGE REQUIRED WHEREVER CONCRETE PAVING IS ADJACENT TO AREAS OF AT-GRADE PLANTING, LAWN, OR D.G. 2. REFER TO GEOTECHNICAL REPORT FOR DEPTH, BASE, REINFORCING REQUIREMENTS FOR ALL CONCRETE PAVING 3. PAVING SECTION MAY BE MODIFIED WITH WRITTEN, STAMPED APPROVAL BY CERTIFIED GEOTECHNICAL ENGINEER 1 4 4 . . . ' • _-4 •• <1 • ".II. 4 .,_ . . . ,!I. .4 • • -<:l ..i ~-·: .. ·d ·,q" .,,----..,... --.· •· ~-~ .. . . • . • . <14 8" • ,l. ·_·,1 __ ,l ·,;, . .. 4" • • 7 •· ' ' ' .. • ---" 4 ' ' . • TYPICAL DEEPENED EDGE CONDITION ...J 5 13 0:: w 11. 0 ® 0 0 ® © 0 © 2 3 6 . . ,. 7 ALIGN-+--~ 4 . • ,. • 1 . . .4 J!J. 4 . -~--~-~~~- ' .,, ' ' ·-<1 • • ·, --. .., LI 4 ~ V ~-. ·· -. ·_ a -<1 ;---"'-·-r-· "':" 4 ... ' • • 4 • ., <l ____ •. .a, • . , ADJACENT PAVING PER HARDSCAPE PLAN DETECTABLE WARNING PRE-CAST PAYERS PER HARDSCAPE MATERIALS SCHEDULE MORTAR SETTING BED PER, SPECIFICATIONS ... 3/8" MORTAR JOINT -COLOR TO MATCH TRUNCATED DOME PAYERS C.I.P. CONCRETE SUB BASE REINFORCEMENT PER GEOTECHNICAL REPORT DEEPENED CONCRETE EDGE, PER DETAIL GK0 COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 4 • ., ' • ·. . . . • SECTION NOTES: REFER TO PLANS FOR LAYOUT AND PATTERN OF PA VERS, REFER TO CIVIL PLANS FOR CURB CUT RAMPS. DETECTABLE WARNING PAYERS AND ADJACENT PAVEMENT FINISHED SURFACE SHALL BE LEVEL 1. CONCRETE PAVING SCALE: 3" -1 '-0" 2. DEEPENED EDGE SCALE: 3" -1 '-0" 3. TRUNCATED DOMES SCALE: 3" ...J I> >--11. 0 w 0:: Clw 11. 0 ® 0 0 ® 8 2 4 FIRST POUR 'l SECOND POUR ' . . . . 4 ·4 • • ' ' .. 4 • • . , . . ' ., . 4 ··.· <! -.:i· . ·<1: LI -<1 • <1 11111111111111111111111111111111111111111111111 ·• • EXPANSION JOINT -SECTION 3/8" EXPANSION JOINT W/ SEALANT (TYP) DUSTED WITH DOUBLE-WASHED CONCRETE SAND -WHILE WET. SAND COLOR TO MATCH COLOR OF ADJACENT PAVEMENT COLOR CONCRETE FINISH PER PLAN 1 /8" WIDE SAWCUT SCORELINE, DEPTH TO BE 1 / 4 OF SLAB DEPTH CONCRETE PAVING PER PLAN COMPACTED SUBGRADE PER GEOTECHNICAL REPORT © 0 © 1/4" TOOLED EDGE RADIUS REINFORCING GEOTECHNICAL REPORT #4 18" STEEL DOWEL @ 18" 0.C. SLEEVE ONE SIDE CENTER IN SLAB, SPEED DOWEL SLEEVE SYSTEM ' • 4 . ' ,. • ,. •. 4 ., . ------1 ,• ' . ""· ' • • ,,\ .- SAW-CUT SCORE LINE SECTION NOTES: 1. PROVIDE EXPANSION JOINTS WHERE INDICATED ON THE DRAWINGS, AND WHERE PAVING ABUTS WALLS, CURBS, STEPS RAMPS AND OTHER VERTICAL APPURTENANCES. OMIT DOWELS WHERE ABUTTING WALLS, BUILDINGS, & CURBS. 2. ALL TOOLED EDGES OF JOINTS SHALL BE 1/4" RADIUS MAX. 3. PROVIDE DEEPENED EDGE DETAIL ADJACENT TO PLANTING 1 1 9 I ALIGN ' • . . • ' ... • ' • . . .-_-.. ll : ,,1;~-----.-~":"'- . ,I ,<l •.::I' • . . '.. . ·1·· ·· .• • "'· .... · · ... ~·~~ ' 4 • • LI ; ,\. . . .. 0 PRECAST CONCRETE PAYERS PER © FINISHED GRADE, VARIES AT BARK HARDSCAPE LEGEND MULCH, GRAVEL MULCHES, ETC . ® SEE SPECS AND NOTES. SAND SETTING BED PER SPECS 0 0 COMPACTED SUBGRADE PER CLASS II BASE MATERIAL PER GEOTECHNICAL REPORT SPECS, PROVIDE 4" DEPTH AT PEDESTRIAN AREAS, DEPTH AT © TIGHT SET JOINTS SWEPT WITH VEHICULAR AREAS PER CIVIL SAND _;: . ___ ,: :_::. . '. : •,'. ·-:] ,·'.': : ,.' .. ! .. \. :.,; :--' : ~= : !-==:; ; '---: . . __ , '. __ , ',--·: ·-·-· 0 CONCRETE HEADER 0 #3 BAR CONTINUOUS, 48" LAPPED ® G~ AND WIRED PROVIDE DEEPENED EDGE @ PER DETAIL 1 /8" -3/8" MORTAR BASE PER SPECIFICATIONS _;;·_ 6 0 STABILIZED D.G., COLOR PER HARDSCAPE ® AMENDED PLANTING SOIL PER LEGEND, DEPTH AS SHOWN, INSTALL IN PLANTING SPECIFICATIONS 2" LIFTS © ® COMPACTED SUB-GRADE PER 1/4" THICK 5"W x 16'L DURAEDGE STEEL GEOTECHNICAL REPORT LANDSCAPE EDGING, INSTALL PER 0 MANUFACTURER RECOMMENDATIONS. MULCH, DEPTH AND TYPE REFER TO HARDSCAPE PLAN FOR FORM PER PLANTING PLAN AND ' .. :: AND LOCATION SPECIFICATIONS . : , ._, 0 1/4" THICK X 16"L DURAEDGE STEEL © ADJACENT PAVING PER LANDSCAPE EDGING STAKE TO MATCH HARDSCAPE PLAN STEEL LANDSCAPE EDGING, SPACE 0 @ APPROX 30" O.C., INSTALL PER DEEPEND CONCRETE EDGE, MANUFACTURER PER DETAIL 5 8" I 0 FINISHED GRADE IN ADJACENT PLANTING AREA 1 r -Q" 4. CONCRETE JOINT SCALE: 3" -1'-0" 5. STABILIZED DG SCALE: 3" -1' -0" 6. UNIT PAVER SCALE: 1 1 /2" -1 '-0" -~------~ ~-- MNOR SIJP 20ll-f)Ol2 TPM(MB)2.0B-(J(J(J(J ~-~11111 DGA planning I architecture ! interiors 550 Ellis Street, Mountain View, CA 94043 ...................... 20 I Filbert Street:, 3rd Floor,San Francisco. CA 94133 2550 Fifth Avenue, Suite 115 .. San Diego, CA 92103 I 720 8th Street, Sacramento, CA 9581 I CONSULTANTS Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect 650-143-1660 415-477-2700 619-685-3990 91 6-441-6800 SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST OWNER STAMP 4 3 2 SAN DIEGO, CA92110 TEL: 619.681.0090 CONTACT: LEIGH KYLE IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SDP SUBMITTAL #3 SDP SU BM ITT AL #2 SDP SUBMITTAL #I PRELIMINARY REVIEW 10/25/2018 09/13/2018 07/31/2018 05/21/2018 NO. DESCRIPTION DATE HARDSCAPE DETAILS l 1.3 DATE PREPARED: 10/24/2018 I SBET I CITY OF CARLSBAD ~ SITE DEVELOPMENT PLAN 7 /ONIS PHARMACEU11CALS ~CENIER I ENGINEER OF WORK: I DWN BY: DATE: CHKD BY: RVWD BY: 0 © 0 0 ® © 0 l '«> ' 0 ~ I ;.,. "' I "' SECTION 9' ./'. • •• .<I . "". -~ 1 ,_ __ ' PRECAST CONCRETE COUNTER PER LEGEND COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 1 /2" DIA. (FS-2) INSERTS ANCHOR SYSTEM ( 4 PER PIECE) 1 /2" DIAMETER X 4 1 /2" LONG BOLTS 2" DIAMETER X 5" DEEP EPOXY POCKET CONCRETE PAVING/ AND OR FOOTING, PER PLAN PLANTING AREA PER PLAN 1. BUFFET COUNTER 3. SEATWALL < ' 2' l ·4 • < ' :a 1 ' < ,. NOTES: 1. COLORS AND MATERIAL FINISHES PER HARDSCAPE LEGEND 2. POCKETS TO BE LOCATED UNDER FURNISHING {NOT VISIBLE ON FINISHED SURFACE). 3. USE HILTI RE 500 SD EPOXY OR EQUAL SCALE: 3/4" -1'-0" 't LENGTH PER PLAN 3 1 / " 11 PLAN 3'-0" SECTION: RETAINING SECTION 2" 17 '1.-------,-'l,c--- : CD I J<J 0 5 1---~+---e---+----'I,. 2" ' N 1-----{1 0 © 0 0 ® RETAINING WALL PER CIVIL GUIDERAIL PLATE: i" X 4" GALVANIZED PAINTED STEEL, ROLLED TO RADIUS AS INDICATED ON PLANS. FIELD WELD TO POST, TYP. 1" X 2" GALVANIZED PAINTED SOLID RECTANGULAR STEEL POST @ 5' O.C. FINISH SURFACE. TOP OF RAIL SHALL BE 3'-6" FROM FINISH SURFACE, TYP. 3/16" SOLID STEEL GALVANIZED, PAINTED ROD @ 4" O.C., WELDED TO POST. NOTES: 1. PROVIDE SHOP DRAWING FOR REVIEW PRIOR TO FABRICATION 2. ALL STEEL TO BE SHOP WELDED, GALVANIZED AND PAINTED 2. GUARD RAIL SCALE: 3" -1'-0" 7' 24" O.C. MAX • co I . ~ I 't I I I 3 1/2" LIGN --!__ • x + N< i--. ~::; I . ~ 0 1X4 IPE WOOD PLANKS; LENGTHS VARY PER PLAN © 1/4" RADIUS CORNER, TYP. @ ALL EXPOSED EDGES 0 C.1.P. CONCRETE WALL, FINISH PER HARDSCAPE LEGEND, LENGTH PER PLAN 0 C.I.P. CONCRETE FOOTING, DEPTH AND REINFORCEMENT PER STRUCTURAL r.--, COMPACTED SUBGRADE PER \.::,) GEOTECHNICAL REPORT 0 ADJACENT PAVING, TYPE PER HARDSCAPE PLAN 0 EXPANSION JOINT, TYP. 0 FINISH GRADE AT PLANTING AREA 0 1 1/2" WIDE, 1/4" THICK METAL STRAPPING, PRE-DRILLED AND COUNTER SUNK FOR SCREWS; GALVANIZED AND PAINTED DARK GRAY, RAL 7031; TWO STAINLESS STEEL SCREWS PER BOARD, 7 /8" FROM BOARD EDGE; SPACE EQUALLY, MAX 24" O.C. 2 3 ' < f, . ''~~:; =.~ .. : ; : __ @ 7 /16" GAP BETWEEN PLANKS, TYP. @ 3/8" DIA. STEEL DOWEL OPPOSITE SECTION: FREESTANDING IPE BOARD SIDE, WELDED TO METAL STRAP. SET IN CORE DRILLED HOLE WITH NON SHRINK EPOXY GROUT @ 1/8" OFFSET FROM EDGE OF METAL STRAPPING TO EDGE OF WOOD PLANS, TYP. @ AMENDED SITE SOIL PER SPECS @ MULCH LAYER PER SPECS NOTES: 1. REFER TO GRADING PLAN FOR FINISH GRADE ELEVATIONS 2. THE CONTRACTOR SHALL PROVIDE SCALED SHOP DRAWINGS FOR BENCH TOP; SHOP DRAWINGS SHALL INCLUDE MATERIAL, SIZE, FASTENERS, CONCRETE REINFORCING, DETAILS, ET CETERA. THE CONTRACTOR SHALL NOT START FABRICATION UNTIL SHOP DRAWINGS ARE APPROVED BY THE LANDSCAPE ARCHITECT 3. ALL FASTENERS SHALL BE CONCEALED 4. SEE HARDSCAPE LEGEND FOR CONCRETE COLOR AND FINISH 9 ,. • • < .. 4 • ' < 4 21-0" < 4 < ·1 .·:.a --------------------···----- "' I . ~ SCALE: 1" -1' -0" 11/NORSDP TN (MS} Al me» ~-~11111 DGA planning I architecture ] interiors 550 81is Street. Moµntain View, CA 94043 650-';43-1660 .... ... . ..... ..:.:_:.::_ ____ .:::::_.:.c_.:.::...:= 201 Filbert Street.3rd Floor.San Francisco.CA 94133 415-477-2700 2550 Fifth AYEOnue; Suite 115,San Diego, CA 92103 619-685~3990 I 720 8th Street. Sacramento, CA 958.J I 9 I 6-441-6800 CONSULTANTS Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST SAN DIEGO, CA 92110 TEL: 619.681.0090 CONTACT: LEIGH KYLE OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT STAMP 4 3 2 CARLSBAD, CA 92008 SDP SUBMITTAL #3 SDP SUBMITTAL #2 SDP SU BM ITT AL# I PRELIMINARY REVIEW 10/25/2018 09/13/2018 07/31/2018 05/21/2018 NO. DESCRIPTION DATE HARDSCAPE DETAILS ll .4 DATE PREPARED: 10/24/2018 I S9ET I CITY OF CARLSBAD [m SITE DEVELOPMENT PLAN 7 IONIS PHARMAcsmcALS COlff!RENCE CENJBI I ENGINEER OF WORK: I DWN BY: DATE: CHKD BY: RVWD BY: --------------------------------~ -~-- ~ . I, PLAN 8 B' SEC TION B-B' i"' .Ill I ' I ' 11 ' I I ' I I ' I I I ! I I ' I I i I I i I I i I I i I I I I i I I i I I i I I 11 i I I i I I i I I i I I I I i I I i I I i I I 11 I 11 11 I I I I 11 I ~~ I I ! I I ! I I ! I I ! I I I ! I I ! I I ! I I I 1 ! I I I 1 ! I 1 ! I I I I I 11 ! I ! I ' ~ ~ I' I <j • .• I I I I I I I I I I I I I I I I i I I i I i I I i I I I I I i I I i I I i I I I i 1l i1l i 1 i 1~1 i 11 i 11 11 ~~I Ii I Ii Ii I Ii Ii Ii I ! I Ii I I 11 i I I i I I , 1 I i I I i I I i I I I I i I I I 11 11 11 11 11 11 11 I I 1 ! I 1 ! I 1 ! I I I 1 ! I I ! I I ! 11 ! I 1 I I I I I I I I I I I I I I I ~~ I I i I I i I I i I I I I i I I i I I i I I i I I 11 11 11 11 11 11 I I I 11 ! 11 ! 11 ! 11 11 ! 11 ! 11 ! 111 I I ·; 1 1 I I 1 1 I I I 1 ,~ 15 i-------------------1 I I I I I I I I I I I I I I I I I I I I I I I I I I . I 11 11 I j I j I I 1111 11 ' I ' II I I I I I I I I I I I 1µ.__--+--+--+-----------t-_c..,;-::-,.;-•:~'-~~~• ! I!; I! [I! [I!! I!! I!! If!/ i , /:!::!I: ! I!.)!!,:! I:, I:! i ! ; I!! I!! I!! I!!: 1 ! I :i ! ! I:, I:! I!! I!! I:; I:! I!! I!! I] I I/! I/! I]! I 1 ! I!! I!! I]! I: 11 /!I ] ! I]! I: I ~,-I - C SECTION A-A' TYP. TYP. A 14 15 ? ' ' ' ' ' _' ' ' ' ' ' ' .,, ' ' I I j ' 1 1 ' I I 11 1 I I ' I ] ' ' I I ] ' 11 ' I ] I I I I I I I I I I I I I ,. r, L. , ;.. 1 , 1 , 1 , 1 , .1 , 1 , 1 , 1 , .1 , .1 , .1 , , 1 , 1 , 1 , .1 , 1 =" y ,, ' . " 6' 4' 6" ,, 1 o· 5• ,. , 7'-6" -- B" J 2' , , A' 28'-6" ,, . 5 3 13 15 2 3 10 4 SECTION c-c· 1. ENTRY WAT ER FEATURE I C' ' MODEL VIEW 0 0 0 © © © (j) © 0 @ ® @ @ 0) @ @ @ @ @ @) I I I \ I I C.I.P. CONCRETE WATER FEATURE -COLOR PER LEGEND 316 STAINLESS STEEL WEIR WATER FALL PLATE WATER LEVEL FINISH GRADE FOUNTAIN RUNNEL NOT USED FOUNTAIN SUPPLY FROM VALVE BOX ADJACENT TO FOUNTAIN FOUNTAIN RETURN ro MECHANICAL VAULT WALL PER ARCHITECT COMPACTED SUBGRADE PAVING -PER HARDSCAPE PLAN PLANTING -PER PLANTING PLAN COMPACTED AGGREGATE C.I.P. CONCRETE SPILLWAY DIVERSION PLATE NOT USED C.I.P. INTEGRAL COLOR CONCRETE-TOPCAST #3 (ACID ETCH FINISH) C.I.P. INTEGRAL COLOR CONCRETE -TOPCAST #75 (ACID ETCH FINISH) #4 EACH WAY @18" O.C. DIVERSION PLATE NOTES: 1. REFER TO WATER FEATURE PLANS FOR ADDITIONAL INFORM A 110N. 2. 1/4" RADIUS ON ALL EXPOSED EDGES. i J SCALE: 1 /2" -1 '-0" IINOR 8DP 20II-OOl2 TFM (MS) 2Dll-<XJOtJ ~ 11111 DGA planning I architecture [ interiors 550 Ellis Street. Mountain View, CA 94043 650-943 -1660 20 I Filbert Street. 3rd Floor. San Francisco, CA 94133 415-477-2700 2550 Fifth Avenue, Suite I 15, San Diego, CA 92103 I 720 8th Street, Sacramento. CA 9581 I CONSULTANTS Ci vil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect 619-685-3990 9 I 6-441 -6800 SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST OWNER STAMP 4 3 2 SAN DIEGO, CA 92110 TEL: 619.681.0090 CONTACT: LE IGH KYLE IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SDP SUBM ITTAL #3 SDP SUBM ITTAL #2 SDP SUBM ITTAL #I PRELIMINARY REVIEW NO. DESCRIPTION HARDSCAPE DETAILS 10/25/20 18 09/13/2018 07/31/2018 05/21/2018 DATE LI .5 DATE PREPARED: 10/24/2018 I S10ET I CITY OF CARLSBAD ~ SITE DEVELOPMENT PLAN 7 JONIS PHARUACEU11CALS COlfi!!1ENCE CEN1ER I ENGINEER OF WORK: I DWN BY: DATE: CHKD BY: RVWD BY: 0 0 @ 0 CONCRETE PA YING PER PLAN "" """ ""E!>® STEEL EDGING L\ ROCK MULCH PER PLAN AND SPECIFICATIONS; TOP OF MULCH SHALL BE BETWEEN 1 / 4" AND 3/4" BELOW ADJACENT SURFACE OR HEADER SECTION 1. ROCK MULCH © BOULDER, PLACE PER PLAN AND DETAIL; OFFSET FROM ADJACENT SURFACE OR HEADER ® FINISH GRADE IN PLANTING AREA 0 AMENDED SOIL PER SPECS © COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 3 2 SCALE: 1 1 /2" 1'-0" 2. BOULDERS 0 BOULDER PER PLAN 0 @ ADJACENT PLANTING AREA PER PLAN 90% COMPAC1Ell SUBGRADE AT BOULDER. 85% COMPACTION IN ADJACENT PLANTING AREAS, TYPICAL © SET BOULDER AT 30 % :I: BELOW FlNISH SURFACE NO"JE, BOULDER INSTAUEO PRIOR TO CONCRETE PAVING IN INSTALATIONS SCALE: 3/4" -1'-0" -----------------------------------------------------·------ WIORSDP IDB 0012 "fN (MS) lf)IIH)()(J9 ~-~11111 DGA planning I architecture I interiors 550 Ellis Street. Mountain View. CA 94043 650-943-1660 ·-----......... . . ..... 20 I Filbert Street. 3rd Floor.San Francisco. CA 94133 415-477-2700 2550 Fifth Avenue, Suite 115, San Diego, CA 92103 6l9-685-3990 =-:::..::...c-=.::..:::._ _ ___:::.:..:_-==:..-=--:= 1720 8th Street, Sacramento, CA <J58i I 916-441-6800 CONSULTANTS OWNER STAMP 4 3 2 I NO. Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST SAN DIEGO, CA 92110 TEL: 619.681.0090 CONTACT: LEIGH KYLE IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SDP SUBMITTAL #3 SDP SUBMITTAL#2 SDP SUBMITTAL #I PRELIMINARY REVIEW DESCRIPTION 10/25/2018 09113/2018 07/31/2018 05/2112018 DATE HARDSCAPE DETAILS LI .6 DATE PREPARED: 10/24/2018 I snET I CITY OF CARLSBAD Lm SITE DEVELOPMENT PLAN 7 JONIS PHARMAcamcALS OONFEIENCE CEN1EI I I ENGINEER OF WORK: I OWN BY: DATE: CHKD BY: RVWD BY: NOTE A: PO INT OF CONNECTION (POC) #1 SHALL BE AX" RECYCLED WATER METER WITH AX" SERVICE LINE. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN TH E FIELD PRIOR TO STARTING WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING) WATER PRESSURE IS ACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMP HAS BEEN INDICATED ON THESE PLANS. WH EN USING RECYCLED WATER, OR ON POTABLE WATER SYSTEMS REQUIRING A PUMP, ONLY THE MEASUR EMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC IN FORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT SHOULD THE CONTRACTOR FAIL TO VER IFY THE POC IN FORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUM E SHALL BE THE SOLE RESPO NSIBILITY OF THE CONTRACTOR. WATER PRESSURE AT POC: N/A PSI (STATIC I DYNAMIC) DESIGN WATER PRESSURE: NIA PSI MAXIMUM SYSTEM DEMAND: NIA GPM PRESSURE BOOST REQUIRED: NIA PSI RESIDUAL WATER PRESSURE: N/A PSI NOTE B: CONTROLLER "A" SHALL BE OF THE BRAND, MODEL AND STATION SIZE AS INDICATED ON THE IRRIGATION MATERIALS LEGEND. THE CONTROLLER SHALL BE INSTALL ED IN THE APPROXIMATE LOCATION SHOWN. THE CONTRACTOR SHALL COORDINATE THE REQUIRED ELECTRICAL POWER SUPPLY AT TH IS LOCATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POINT OF CONNECTION SH ALL BE CONFIRMED \l\ilTH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ON LY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUI PMENT SHALL BE \l\ilTHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTED: CONTRACTOR SHALL ADJUST ALL HEADS AS REQU IR ED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSC APE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC . WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFF ICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITH ER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTER N OF TH E HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT \l\ilTH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK NOTE E: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LIN ES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLE RS SHALL BE ALIGNED \l\ilTH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWN ER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE F: PR IO R TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND LAN DSCAPE ARCHITECT A SCALED SHOP DRA\l\ilNG INDICATING THE PROPOSED LOCATIONS FOR THE IRRIGATION EQ UIPMENT LISTED BELOW. THE SHOP DRAWING SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCH ITECT. SHOP DRAWINGS MUST INCLUDE THE PROPOSED LOCATIONS FOR THE FOLLOWING ITEMS: 1. POINT OF CONNECTION (INCLUDING WATER POC, BACK FLOW DEVICES, MASTER CONTROL VALVES , FLOW SENSORS, ETC.) 2. ISOLATION VALVES 3. AUTOMATIC CONTROL VALVES (IND ICATE STATION NUMBER) 4. QUICK COUPLING VALVES 5. IRR IGATION CONTROLLER(S) 7 RE LATED EQUI PMENT (AS MAY BE DIRECTED). EACH PIECE OF AFOREMENTIONED EQUI PMENT SHALL HAVE IT'S PROPOSED IN STALLED LOCATION SHOWN ON THE SHOP DRAWINGS. THE SYMBOL FOR EACH PRODUCT SHALL PRIVATELY MAINTAINED RCW DRIP TUBING '-· ·--· ~----·-·--t -__ -- PRIVATELY MAINTAINED RCW OVERHEAD PRIVATELY MAINTAINED RCW BIO RETENTION OVERHEAD ~ CONBA MAINTAINED EXISTING RCW IRR IGATION b 77 z;g WATER FEATURE ' " • I, ..... -' ' \ ...___ .-,-- I BE A SCALED REPRESENTATION OF THE FOOTPRINT OF TH E EQ UI PMENT OR THE VALVE BOX IN WHICH THE EQUIPM ENT IS INSTALLED. CONTRACTOR SHALL INSTALL ALL VALVE BOXES AND RELATED EQ UIPM ENT PER THE OWNER APPROVED SHOP DRAWINGS. ONCE THE SHOP DRAWING LOCATIONS ARE APPROVED , THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. ANY IRRIGATION EQUIPMENT INSTALLED WITHOUT PRIOR APPROVAL WITH SHOP DRAWINGS - WILL BE SUBJECT TO RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ' ,. ARCHITECT AT THE CONTRACTOR'S EXPENSE. NOTEG: WHEN IRR IGATION \l\ilLL BE USED FOR VEGETATION WITH IN 24" OF AN IMPERMEABLE SURFACE, OVERHEAD IRR IGATION SHALL NOT BE PERMITTED AN D ONLY SUBSURFACE IRRIGATION SHALL BE USED, UNLESS ADJACENT TO IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LAN DSCAPED AREA. WATER EFF ICIENT LANDSCAP E DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAIN ED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE \l\ilTH TH OSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BY: PHONE NO: (619) 681-0090 REG ISTRATION NO: 6137 EXPIRATION DATE: 06-30-19 , r'-0 DO NOT DRINK NO TOME EL AGUA WASH HANDS AFTER CONTACTING LIWESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE 032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS ./- ' ' , , \ \ ,- / / ,I I ' ' / ,; ,, ,:; ,,, ;, ,;/1 I-/ , I, .f,, , , ,,· , ' TYPICAL SICKS 12" X 36" SIZE / BLACK LOGO r. PURPLE BACKROUND r-1" BLACK LETTERS 36" / (NT S ) WARNING RECYCLED WATER DO NOT DRINK SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS ' I' ,, I, , ' ,; / / / IRRIGATION CONTROLLER "A"; REFER TO NOTE "B" "' , C) "' ~ C; I ~ -, '~ ,_::, :::::, :::::, IRRIGATION SHALL BE ZONED TO MAINTAIN GROUPINGS OF NO MORE THAN ONE-DEGREE OF SEPARATION OF WATER USE CATEGORIES, TYPICAL. CARLSBAD MUNICIPAL WATER DISTRICT DATE DI ST RICT ENG INEER COUNTY OF SAN DI EGO Department of Environmental Health Land and Water Quality Division GLENN LEEKS Enviro nmental Health Specialist ' 111 11 • I ]II 'I • \ I I I, ,-..-,, . ,. , , ' ". , Ii ' II II I " 1•1 ,I 111 I '" I I I 'I Ui DATE: I 0 II ' I 1nxxxx:so Ii 11 I 11 I C \ , .-----' . ~ \c/ ' 'A. J:. "'o I C .;,,,. ~ ~ I'" " /<.__ <o .---. ' ',, 9o ~, -- I ; / \ \ ✓~---------) I i I / WIORBDP TN (MS) 20B-0009 ~ 11111 DGA plann ing I architecture I interiors 550 Ellis Street. Mountain View. CA 94043 20 I Filbert Street. 3rd Floor. San Francisco. CA 94133 2550 Fifth Avenue, Suite I I 5. San Diego, CA 92103 I 720 8th Street, Sacramento, CA 95811 CONSULTANTS Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect 650-943-1660 41 5-477-2700 619-685-3 990 9 l 6-44 1-6800 SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST OWNER STAMP 4 3 2 NO. SAN DIEGO, CA92110 TEL: 619.681 .0090 CONTACT: LEIGH KYLE IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SDP SUBMITTAL #3 SDP SUBMITTAL #2 SDP SUB MITTAL #I PRELIMINARY REVI EW DESCRIPTION 10/25/2018 09/ I 3/2018 07/31/2018 05/21/2018 DATE IRRIGATION PLAN (WEST) 20' 10' o· 20• Ll. I A DATE PREPARED: 10/24/2018 I HAVE COMPLI ED WITH THE CRITER IA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR T HE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN sweene~ + associates IRRIGATION DESIG N A N D CO N SULTING 38730 S<v C:inyon Drive, su,te C Mun ier~. C:i 925 63 r.: l~fo @s wccneyass oc com t: (9S1) 461·68 30 w. www.5weenef.issoc,c0m f: (951) 461•58 50 C ITY OF CARLSBAD SITE DEVELOPMENT PLAN ~ LRJ IONIS PHARMACEll11CALS CON=E1ENCE CENTER I ENGINEER OF WORK: DATE: DWN BY: CHKD BY: __ _ RVWD BY: NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLIN E AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ON LY THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQU IPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE B CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIR ED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS. TREES, ETC. WH EN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PR IOR TO STAR TING WORK. NOTE C: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLER$ SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTED: PR IOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND LANDSCAPE ARCHITECT A SCALED SHOP DRAWING INDICATING THE PROPOSED LOCATIONS FOR THE IRRIGATION EQUIPMENT LISTED BELOW. THE SHOP DRAWING SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCHITECT. SHOP DRAWINGS MU ST INCLUDE THE PROPOSED LOCATIONS FOR THE FOLLOWIN G ITEMS: 1. POINT OF CONNECTION (INCLUDING WATER POC, BACK FLOW DEVI CES, MASTER CONTROL VALVES, FLOW SENSORS, ETC.) 2. ISOLATION VALVES 3. AUTOMATIC CONTROL VALVES (INDICATE STATION NUMBER) 4. QU ICK COUPLING VALVES 5. IRRIGATION CONTROLLER(S) 7. RELATED EQUIPMENT (AS MAY BE DIRECTED). EACH PIECE OF AFOREMENTIONED EQUIPM ENT SHALL HAVE IT'S PROPOSED INSTALLED LOCATION SHOWN ON THE SHOP DRAWINGS. THE SYM BOL FOR EACH PRODUCT SHALL BE A SCALED REPRESENTATION OF THE FOOTPRINT OF THE EQUIPMENT OR THE VALVE BOX IN WHICH THE EQUIPMENT IS INSTALLED. CONTRACTOR SHALL INSTALL ALL VALVE BOXES AND RELATED EQUIPM ENT PER THE OWNER APPROVED SHOP DRAWINGS. ONCE TH E SHOP DRAWING LOCATIONS ARE APPROVED, THE LANDSCAPE ARCHITECT OR OWN ER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO TH E APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. ANY IRRIGATION EQUIPMENT INSTALLED WI THOUT PRIOR APPROVAL WITH SHOP DRAWINGS WILL BE SUBJECT TO RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE. NOTE E WHEN IRRIGATION WILL BE USED FOR VEGETATION WITHIN 24" OF AN IMPERMEABLE SURFACE, OVERHEAD IRRIGATION SHALL NOT BE PERMITTED AND ONLY SUBSURFACE IRRIGATION SHALL BE USED, UNLESS ADJACENT TO IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAI N ENTIRELY INTO A LANDSCAPED AREA. \ cP / V s ---s PRIVATELY MAINTAINED RCW DRIP TUBING --------~ ---==, •-· -·-·-.--~ PRIVATELY MAINTAINED RCW OVERHEAD PRIVATELY MAINTAINED RCW BIO RETENTION OVERHEAD ~ CONBA MAINTAINED EXISTING RCW IRRIGATION [ 7 7 2 z z WATER FEATURE I I ----.· e:, / :s: • J EXISTIN G RECYCLED WATER--~ METER AND POC EQU IPMENT TO BE RELOCATED TO THIS LOCATION EXISTIN G IRRIGATION-J ·"j CONTROLLER TO BE RELOCATED TO THIS LOCATION ~-----J / SEE SHEET L2 .1A // ,, s Ji Meo•, S,OCCC-O~S>C ~ Ti,n IMPROVEMENTS SH ALL •lj/i BE PROCESSED PER ;~ SEPARATE PROJECT. I I I \ I I I cP ' ' I \ l (f) \ I X) 9( - '>< x; ~ A(, °' <X: Q< x., Axx S<5 = " ,;I, ,r, ~ )< X <">< xx • ~--WATER FEATURE ~-~~----- \ \ ,0 )< :iQ RC ... QS< RC (X ~ XX XX )0 xx '< YX <> :x (XvVX)?Q :x :x Q< 'Y y <X: :x> X X) X) 0 X >< X Xl X'x'X~~~~ CONNECTION INTO EXI STIN G IRRIGATION MAINLINE > K. ')(')j X >C X> X .J<.N<, ~ x ~ : X > ,t"y xx ;,<.;, In Order to Conserve Water .. RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA \,.l\lA.,SH HANDS AFTER CONTACTING LA.VESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE .032 A LUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS 12" X 36" SIZE / PURPLE BACKROUND / BLACK LOGO I 36" / 1" BLACK LETTERS (NTS.) WARNIN G REC YCLED WATER DO NOT DRINK SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR .032 A LUMINUM, .060 ABS PLASTIC OR STI CK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LE TTERS .,.,.,.,,,.._.,,,,,,,,._,,.. i.,,_,,.-_,,,. •--•-LI ---os ____ __,~s----OS XX XX")()( o;,i )< xx <) x; X V )()( ,(; "x oc ::x >< ,,_,. °' )< ~«) :x ·xx Q< :>e YX X) "' 0 X IN Q< ISX Q< (X ?5-< ()( X)( X) ,. xx: V IRRI GATION SHALL BE ZONED TO MAINTAIN GROUPINGS OF NO MORE THAN ONE-DEGREE OF SEPARATION OF WATER USE CATEGORIES, TYPICAL. CARLSBAD MUNI CIPAL WATER DISTRICT DATE DISTRICT ENGINEER COUNTY OF SAN DIEGO Department of Environmental Health La nd and Water Quality Division GLENN LEEKS Environmental Health Specialist DATE: I -,, I l''i'So?S/Sls I jr.lSl'>IS/1\ 11: Q< I ~ j I ~ I (. (. ~ : WIOR SDP 2QIH)Ol2 TFII (l,JS) 2DIHXJ09 ,----------7 11111 I I DGA plann ing I architecture I interiors I I I 550 Ellis Street, Mountain View, CA 94043 ~O I Filbert Street. 3rd Floor, San Francisco, CA 94133 550 Fifth Avenue.Suite I IS.San Diego.CA 92103 ~720 8th Street.Sacramento.CA 9581 I __ CO NSULTANTS Civil Engineer PASCO LARET SUITER 535 N HWY 101, SU ITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect 650-943-16601 415-477-27001 6 19-685-3990 SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST OWNER STAMP 4 3 2 NO. SAN DIEGO, CA 92110 TEL 619.681 0090 CONTACT: LEIGH KYLE IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SDP SUBMITTAL #3 SDP SUBMITTAL #2 SDP SUB MITTAL #I PRELIMINARY REVIEW DESCRIPTI O N 10/25/2018 09/13/2018 07/3 1/20 I 8 05/21/2018 DATE 20' 10' o· IRRIGATION PLAN (EAST) 20· Ll. I B DAlE PREPARED· 10/24/2018 I HAVE COMPLIED WITH TH E CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN sweeney + associates IRR I GA T ION DESIGN AND CONSULTING 38730 Skv Canyon Crin:, S1.1iH C Murri c t J, Ca 92563 c: ;nfo@~wceneyauo~.cc r, t: (951) 461-6830 w: www swr.~ney~sso~.co r, f: ('l51) 46 1-6350 I s13T I CITY OF CARLSBAD ~ SITE DEVELOPMENT PLAN 7 IONIS PHARMACEUTICALS COl#9ENCE CENTER I ENGINEER OF WORK: I DWN BY: DAlE: CHKD BY: RVWD BY: SYMBOL Q T H F NO SYMBOL MANUFACTURER RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD I~~~=-=~ ~I NETAFIM ..-=....-,---_' -· ---------------·-· ------·------ NO SYMBOL NO SYMBOL -- ® l&ll [81 NO SYMBOL NO SYMBOL lSl IStJ [EJ IJl - @ • NO SYMBOL --RC -- NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL * NETAFIM NETAFIM AS APPROVED GPH IRRIGATION/ RAIN BIRD P.0.C. WILKINS WILKINS V.IT YARDNEY BUCKNER HYDROPOINT / WEATHERTRAK AS APPROVED LASCO SIGNATURE RAIN BIRD RAIN BIRD HYDROPOINT / WEATHERTRAK PAIGE ELECTRIC RAIN MASTER N/A AS APPROVED AS APPROVED AS APPROVED LASCO AS APPROVED AS APPROVED AS APPROVED PAIGE ELECTRIC GPH IRRIGATION NDS (K.B.I.) NDS (K.B.L) RAIN BIRD ,CHRISTY'S AS APPROVED MODEL NO/ DESCRIPTION IRRI GATION MATER IAL LEGEND FLOW RATE (GPM) PSI RAD IUS P R. (TRI.) DETAIL RD-12-S-P30-F-NP 12" POP-UP SHRUB HEAD WITH R-VAN14 (QfT/H) I R-VAN14-360 NOZZLES RD-12-S-P30-F-NP 12" POP-UP SHRUB HEAD WITH R-VAN18 (QfT/H) / R-VAN18-360 NOZZLES RD-12-S-P30-F-NP 12" POP-UP SHRUB HEAD WITH R-VAN24 (QfT/H) / R-VAN24-360 NOZZLES RD-06-S-NP 6" POP-UP BUBBLER HEAD WITH A HUNTER MSBN-50Q STREAM BUBBLER NOZZLE EACH SYMBOL REPRESENTS TWO (2) BUBBLER TO PROVIDE A TOTAL OF TWO (2) BUBBLER$ PER TREE OR PALM PLACE THE BUBBLER HEADS SIX (6) INCHES FROM THE ROOT BALL OF THE TREE OR PALM AND ON OPPOSITE SID ES OF TREE OR PALM. ADJUST BUBBLER STREAMS TO WET THE ROOT BALL AND ADJACENT AMENDED SOIL WI THOUT HITTING THE TRUNK OF THE TREE OR PALM. .32, .42, .63, 1.27 .50, .62, 1.17, 1.85 .84, 1.16, 1.68, 3.48 .50 (1.0 TOTAL) 45 14 FT 0.70 IN./HR. 45 18 FT 0.70 IN./HR. 45 24 FT 0.70 IN./HR. 30 1 FT 1.00 IN./HR. 5012-PL-(PC)-SAM-R-NP 12" POP-UP SHRUB ROTOR WITH MPR-25 NOZZLES (RED) 5012-PL-(PC)-SAM-R-NP 12" POP-UP SHRUB ROTOR WITH MPR-30 NOZZLES (GREEN) 5012-P L-(PC)-SAM-R-NP 12" POP-UP SHRUB ROTOR WITH MPR-35 NOZZLES (BEIGE) 1.00, 1.38, 1.98, 3.82 45 25 FT 0.70 IN./HR. 1.40, 1.85, 2.96, 5.78 45 30 FT 0.70 IN./HR. 1.92, 2.46, 3.81, 7.58 45 35 FT 0.70 IN./H R. MPR-25/30/35 NOZZLES ARE NOT SUPPLIED AS STANDARD NOZZLES WITH THE RAIN BIRD 5000 SERIES ROTOR HEADS. TH E CONTRACTOR MUST ORDER THESE NOZZLES SEPARATELY AS AN ADDITIONAL COMPONENT FOR THE ROTOR HEADS. ONLY THE COLOR CODED MPR SERIES NOZZLES SHALL BE ACC EPTABLE IN THE ROTOR HEADS. TLHCVXR-RWP5-12 SUBSURFACE DRIP TUBING (PURPLE EXTERIOR COLOR) WITH 0.53 GPH, PRESSURE COMPENSATING EMITTERS INTERNALLY INSTALLED IN THE DRIP TUBING AT 12" O.C. SPACING. DRIP TUBING SHALL BE EQUIPPED WITH COPPER OXIDE INFUSED EMITTERS AND A PHYSICAL BARRIER TO PREVENT ROOT INTRU SION INTO THE DRIP EMITTER. DRIP EMITTERS SHALL BE CONTINUOUS FLUSHING TYPE AND EQUIPPED WITH A CHECK VALVE AND ANTI-SIPHON FEATURE. DRIP TUBING SHALL BE INSTALLED 4" BELOW FINISHED SOIL GRADE (N OT COUNTING MULCH) AND IN PARALLEL ROWS A MAXIMUM OF 16" ON CENTER. THE PERIMETER ROW OF DRIP TUBIN G SHALL BE INSTALLED A MAXIMUM OF 4" FROM THE EDGE OF ANY HARDSCAPE OR TURF EDGE. ALL SUBSEQUENT INTERIOR ROWS SHALL BE ADJUSTED TO PROVIDE AN EVEN SPACING ACROSS THE PLANTER WITHOUT EXCEEDING 16" MAXIMUM SPACING. INSTALL 9" PVC COATED GALVANIZED TUBING STAKES A MAXIMUM OF FIVE (5) FEET ON CENTER ALONG THE LENGTH OF THE TUBING. TUBING STAKES SHALL BE MODEL #GDTS140900 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684. THE HATCH PATTERN SYMBOLS ON THE PLANS REPRESENT THE APPROXIMATE DIRECTION AND SPACING OF THE DRIP TUBING ROWS, SEE SPACING REQUIREMENTS ABOVE AND IN DETAILS CONNECTION BETWEEN HCVXR DRIP TUBING AND PVC SUPPLY AND DISCHARGE HEADERS SHALL BE MADE US ING SCH. 40 PVC SXT FITTINGS, TL BARBED DRIP TUBING FITTINGS AND BLANK DRIP TUBING. WHEN THE CONNECTION IS AT THE END RUN OF THE TUBING USE A SCH. 40 PVC LATERAL X LATERAL X 1/2" SxSxT TEE (OR A LATERAL X 1/2" SxT 90° ELBOW) FITTING ON THE PVC LATERAL LI NE HEADER, A TL050MA BARB X 1/2" MALE ADAPTE R, A SHORT LENGTH OF BLANK DRIP TUBING, AND A TLELL BARBED 90° ELBOW FITTING. WH EN TH E CONNECTION IS IN THE MIDDLE OF THE TUBING RUN USE A SCH. 40 PVC LATERAL X LATERAL X 1/2" SxSxT TEE (OR A LATERAL X 1/2" SxT 90° ELBOW) FITTING ON THE PVC LATERAL LINE HEADER, A TL050MA BARB X 1/2" MALE ADAPTER, A SHORT LENGTH OF BLANK DRIP TUBING, AND A TL TEE BARBED TEE FITTING. ALL END RUNS OF TUB ING SHALL BE CONNECTED WITH A PVC DISCHARGE HEADER. NO HEATING OF TUBING SHALL BE ALLOWED FOR ASSEMBLY TL SERIES 17mm BARBED FITTINGS FOR CONNECTIONS BETWEEN DRIP TUBING (TUBING-TO-TUBING ONLY). NO HEATING OF TUBING SHALL BE ALLOWED. PVC SUPPLY AND DISC HARGE HEADERS SHALL BE PVC LATER AL LINE PIPE (AS SHOWN BELOW), 1 1/4" MINIMUM SIZE WITH SCH. 40 PVC FITTINGS. GDFN-R DRIP FLUSH/ INDICATOR NOZZLE, PURPLE IN COLOR, INSTALLED ONTO A RAIN BIRD 1812 12" POP-UP SPRINKLER BODY WITH 1800-NPCAP (NO PRS OR CHECK VALVE). THE FLUSH NOZZLE SHALL BE CLOSED FOR NORMAL OPERATION OF THE DR IP SYSTEM. X" RECYCLED (R ECLAIM ED) DEDICATED IRRIGATION WATER METER WITH X" SERVICE LINE VERIFY SIZ E, LOCATION AND PRESSURE IN FIELD 975XLS, 3/4" -2" R/P BACK FLOW PR EVENTION DEVICE WITH WYE STRAIN ER, INSTALL WITH BRASS NIPPLES, UNIONS AND FITTINGS, SIZED PER DEVICE 500XL-HLR XX" BRONZE, HIGH LOW RANGE (10-125 PSI) PRESSURE REGULATOR, WITH SINGLE UNION FIPT X FIPT CONNECTIONS, INSTALL PRESSURE REGULATOR ON THE DOWNSTREAM SIDE OF THE BACK FLOW DEVICE. SET WATER PRESSURE TO 10 PSI ABOVE DESIGN PRESSURE SHOWN ON POC NOTES. STRONG BOX SBBC-XXSS "SMOOTH TOUCH" STAINLESS STEEL BACK FLOW DEVICE ENCLOSURE SB-2, 2" FLANGED STEEL BASKET STRAINER WITH 80 MESH STAIN LESS STEEL FILTER ELEMENT, PRESSURE GAGE AND A BRASS BALL TYPE DRAIN VALVE. INSTALL ON DOWNSTREAM SIDE OF RECYCLED WATER POINT OF CONNECTION. INSTALL INSIDE A JUMBO RECTANGULAR VALVE BOX. 3200-XXO-RWXX" NORMALLY CLOSED, BRASS MASTER CONTROL VALVE. WIRE MCV TO THE CONTROLLER USING A SEPARATE PILOT AND GROUND WIRE, ROUTE INSIDE A 1" SCH. 40 PVC (GRAY) ELECTRICAL CONDUIT. INSTALL INSIDE A STANDARD RECTANGULAR VALVE BOX. WT-FS-XXX-CST XX" PVC TEE , CST TYPE FLOW SENSOR, WIRE TO CONTROLLER USING TWO (2) #14UF AWG WIR ES INSIDE A 1" SCH. 40 PVC (GRAY) ELECTRICAL CONDUIT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND INSIDE A STANDARD RECTANGULAR VALVE BOX. MULTIPLE FLOW SENSORS SHALL REQUIRE SEPARATE CONDUIT RUNS. CONTACT CREATIVE SENSOR TECHNOLOGY'S REPRESENTATIVE, GENTILE & ASSOCIATES (STEVEN KIM) AT (760) 214-5734 FOR FURTHER IN FORMATION. IRRIGATION CROSS CONNECTION TEST STATION, INSTALL PER COUNTY OF SAN DIEGO REQUIREMENTS, VERIFY LOCATIONS WITH COUNTY OF SAN DEIGO VXX101N-SC XX" SLO-CLOSE SCH. 80 PVC, TRUE-UNION BALL VALVE WITH SOLVENT WELD SOCKET CONNECTIONS, LINE SIZE PER MAINLINE. IN STALL INSIDE A 10" ROUND VALVE BOX. 7645 1" ACM E THREADED QUICK COUPLER VALVE WITH LOCKING VINYL COVER (PURPLE COVER FOR QCV'S ON RECYCLED LIN E) AND A LASCO G13S-2 18 SWING JOINT. INSTALL IN SIDE A 10" ROUND VALVE BOX. XXX-PESBR-PRS-D PRESSURE REGULATING, PLASTIC REMOTE CONTROL VALVE (RCV), SIZE AS SHOWN (1", 1 1/2" AND 2" SIZES), SET PRS-D PRESSURE REGULATOR TO PROVIDE THE OPERATING PRESSURE OF THE SPRINKLER / BUBBLER HEAD AT THE HIGHEST OR FARTHEST HEAD ON THE CONTROL VALVE ZONE (M EASURE PSI AT HEAD). INSTALL THE RCV INSIDE A STANDARD RECTANGULAR VALVE BOX. -PLASTIC DRIP REMOTE CONTROL VALVE ASSEMBLY, SIZE AS SHOWN (1" AND 1 1/2" SIZES). COMPLETE WITH PLASTIC CONTROL VALVE, DRIP FILTER AND PRESSURE REGULATION, AS SHOWN BELOW BY SIZE: FOR 1" DRIP ZONES: 100-PESBR VALVE AND A PRB-QKCHK-100 PRESSURE REGULATING, 200 MESH BASKET FILTER. IN A STANDARD RECTANGULAR BOX. FOR 1 1/2" DRIP ZONES: XCZ-150-LCDR PESBR VALVE, LCRBY-1 50D, AND A 1 1/2" 40PSI PRESSURE REGULATOR. IN A JUMBO RECTANGULAR BOX. A A A A,B C C C NIA D,E,F ,G D,E,F,G D,E,F,G D,E,F,G E,F,1 N/A J J J K L M X,Y N 0 p Q I WTPR03-C-XX-STP XX STATION CONTROLLER COMPLETE WITH AN INTER NET COMMUN ICATIONS CARD AND A V.I.T. PRODUCTS SB-16SS 14 GAGE R STAINLESS STEEL, TOP ENTRY ENCLOSUR E. INSTALL CONTROLLER ENCLOSURE ONTO A V.I.T. QP-16 "QU ICK PAD" ENCLOSURE MOUNTING PAD. CONTROLLER IS COMPLETE WITH ONE (1) YEAR OF INTERNET BASED CENTRAL CONTROL AND DAILY WEATHER DATA DOWNLOAD SERVICES. THE CONTRACTOR TO REGISTER THE CONTROLLER SOFTWARE AND FULLY PROGRAM THE CONTROLLER FOR AUTOMATIC PROGRAM ADJUSTMENT THE CONTRACTOR SHALL PROVIDE PROOF OF REGISTRATION AND PROGRAMMING TO THE OWNER. THE CONTROLLER SHALL BE GROUNDED USING A #182000 5/8" X 8 FOOT COPPER CLAD GROUND ROD, A #182005 CAST BRONZE ROD CLAMP AND S THE REQUIRED LENGTH OF #6AWG BARE, SINGLE STRAND COPPER GROUND WIRE. INSTALL INSIDE A 10" ROUND VALVE BOX. RS-500 WIRED RAIN SENSOR, MOUNT IN RGVRSS ENCLOSURE ON THE SIDE OF TH E CO NTROLLER ENCLOSURE, WI RE TO TH E CONTROLLER. R 120 VOLT ELECTRICAL POWER FOR CONTROLLER, PROVIDED BY ELECTRICIAN , VERIFY ACTUAL LOCATION IN FIELD N/A PURPLE "RCW' PVC PIPE 3/4" -3" SCH. 40 , SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE T PURPLE "RCW' PVC PIPE 2" -2 1/2" CL. 315, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLIN ES IN STALLED 18" BELOW FINISHED GRADE T,V PVC PIPE SCH 40 AS SLEEVING, 2 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED (2" MIN IM UM SIZE) INSTALL ALL PIPE AND WIRE UNDER PAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. SLEEVES UNDER PEDESTRIAN PAVING SHALL BE INSTALLED 24" BELOW FINISHED GRADE. SLEEVES UNDER VEHICULAR PAVING SHALL BE INSTALLED 36" BELOW FINISHED GRADE. ALL FITTINGS US ED WITH SOLVENT WELD MAINLIN E PIPE SHALL BE SCH . 80 PVC FITTIN GS , GRAY IN COLOR, AND SIZED TO MATCH THE MAINLINE PIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WH ITE IN COLOR, AND SIZED TO MATCH THE LATERAL LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE, DARK GRAY IN COLOR, WITH MOLDED THREADS. ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER AND SOLVENT CEMENT. PRIMER SHALL BE LOWVOC "PURPLE PRIMER". MAINLINE SOLVENT CEMENT SHALL BE LOWVOC, "GRAY-HEAVY BODY" CEMENT. LATERAL LINE SOLVENT CEMENT SHALL BE LOWVOC, GRAY OR BLUE COLORED MEDIUM BODIED CEMENT. USE DAUBERS SIZED AT LEAST ON E-H ALF THE SIZE OF THE LARGEST PIPE BEING JOINED. ALL SOLVENT CEMENTED JOINTS SHALL BE MADE PER TH E PIPE AND FITTING MANUFACTURER'S RECOMMENDATIONS. ALL SOLVENT WELD MAINLINES ABOVE 2" IN SIZE SHALL HAVE CONCRETE THRUST BLOCKING INSTALLED AT ALL DIRECTIONAL CHANGES INCLUDING ELBOWS (45° AND 90°) AND TEES. MAINLINE PIPES UNDER 2" SIZE AND ALL LATERAL LINES DO NOT REQUIRE THRUST BLOCKING. 1" SCH. 40 PVC, GRAY ELECTRICAL CONDUIT FOR FLOW SENSOR/ MASTER VALVE WIR ES OR CENTRAL CONTROL COMMUNICATION CABLE , PROVIDE PULL BOX AT A MAXIMUM OF 200 FEET ON CENTER FOR A 3 FOOT WIRE LOOP OR ANY SPLICES. IN STALL INSIDE A STANDARD RECTANGULAR VALVE BOX. P7079D POLYETHYLENE INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL WIRE #14U F AWG DIRECT BURIAL (U.L. APPROVED). PILOT WIR ES SHALL BE RED IN COLOR, COMMON GROUND WIRE SHALL BE WHITE IN COLOR, SPARE WIRES SHALL BE YELLOW IN COLOR WHERE MULTIPLE CONTROLLERS ARE USED ON THE PROJECT, EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR FOR PILOT WIRES. THE CONTRACTOR SHALL ROUTE TWO (2) SPARE CONTROL WIRES (YELLOW) FROM THE CONTROLLER ALONG THE MAINLINE IN ALL DIRECTIONS AWAY FRO M THE CONTROLLER . LOOP SPARE WIRES UP AND INTO EACH VALVE BOX ALONG THE MAINLINE, PROVIDING A 3 FOOT MINIMUM LOOP. GDBRY6 DIRECT BURIAL, 100% SILICONE GEL, WATER-PROOF WIRE CONNECTORS FOR US E ON ALL WIRE SPLICES AND CONNECTIONS KSC-XXX-S SWING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WH EN THE RCV IS LOWER THAN THE SPRINKLERS, BUBBLER$ OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER/ BUBBLER / DRIP ZONES AS REQU IRED TO PREVENT LOW HEAD DRAINAGE. KC-XXX-S SPRING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS HIGHER THAN THE SPRINKLERS , BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER / BUBBLER/ DRIP ZONES AS REQU IRED TO PREVENT LOW HEAD DRAINAGE. ALL VALVE BOXES SHALL BE VB SER IES, PLASTIC TYPE WITH OVERLAPPING LIDS. VALVE BOX BODIES SHALL BE BLACK IN COLOR. LIDS FOR BOXES SHALL BE PURPLE. ALL BOXES SHALL BE SECURED WITH A RAIN BIRD VB-LOCK-P PENTA HEAD BOLT, WASHER AND CLIP. BOXES SHALL BE AS SHOWN BELOW: DESCRIPTION 7" ROUND BOXES 10" ROUND BOXES STANDARD RECTANGULAR BOXES JUMBO RECTANGULAR BOXES RECYCLED VALVES (PURPLE) VB-7RNDPL VB-10RVD-B BODY AND VB-10RNDPL LID VB-STD-B BODY AND VB-STDPL LID VB-JMB-B BODY AND VB-J MBPL LID PURPLE RECLAIMED WATER WARNING TAGS, INSTALL WITH ALL RECYCLED WATER VALVE BOXES. RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER CITY AND COUNTY HEALTH DEPTARTMENT REQUIREMENTS u N/A N/A V N/A N/A w N/A NIA X y z RECYCLED WATER NOTES 1. TWO WORKING DAYS PRIOR TO COMMENCEMENT OF ANY EXCAVATION ON SITE IMPROVEMENTS, CONTRACTOR SHALL NOTIFY CITY OF CARLSBAD MUNICIPAL WATER DISTRICT, PUBLIC UTILITIES DEPARTMENT, RECYCLED WATER SECTION AT XXXXXX. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS FOR RECYCLED WATER USE AND DISTRIBUTION IMTHIN THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH REQUIREMENTS. 3. ALL BACKFLOW PREVENTER INSTALLATIONS AND LOCATIONS SHALL BE SUBJECTED TO APPROVAL BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT PUBLIC UTILITIES DEPARTMENT. 4. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC. SHALL BE PROTECTED FROM SPRAY AND/OR MISTING BY RECYCLED WATER. 5. NO POND ING, RUN-OFF OR OVER-SPRAY IS PERMITTED. ADJUST ALL SPR INKLER HEADS TO PREVENT OVER SPRAYING ONTO SIDEWALKS, STREETS AND PRIVATE LOTS. 6. HOSE BIBS ON RECYCLED WATER SYSTE MS ARE PROH IBITED IN PUBLIC AREAS. ALL POTABLE HOSE BIBS ONSITE MU ST BE PROTECTED BY A HOSE BIB VACUUM BREAKER. 7. CROSS CONNECTION BETWEEN RECYCLED WATER LINES AND POTABLE IS STRICTLY PROHIBITED. 8. QU ICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO TH E FOLLOWING: A A TYPE APPROVED FOR RECYCLED WATER USE WITH A NORMAL WORKING PRESSURE OF 150 P.S.I. B. RECYCLED WATER QUICK COUPLER MUST BE DIFFERENT FROM POTABLE WATER QU ICK COUPLER VALVES. C. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WITH A SPECIAL COUPLER KEY THAT DIFFERS FROM THE POTABLE KEY FOR OPENING AND CLOSING THE VALVE. D. THE COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK COUPLING VALVES . IT SHALL BE PURPLE RUBBER OR VINYL E. LOCKING COVERS ARE REQU IRED 9. NO SUBSTITUTION OF PIPE MATER IALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 10. INSTALL APPROVED, METALLIC BACKED AND STENCILED WARNING TAPE OVER ALL PRESSURE RECYCLED WATER LINES. STENCIL AND COLOR CODE (PURPLE PANTONE 522) ALL IRR IGATION PIPE. ORIENT THE STENCILING TO THE TOP OF THE TRENCH. 11. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVERING OVER ALL WIRING AND PIPING. 12 OPERATE THE IRRIGATION SYSTEM ONLY BETWEEN 9:00 PM AND 6:00 AM , UNLESS THE CERTIFIED SITE SUP ERVISOR IS PRESENT AT THE SITE DUR ING THE IRR IGATION PERI OD. 13. WH EN POTABLE WATER LIN ES AND REC YCLED WATER LINES CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. TH E SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. ' 14. 15. 16. 17. MAINTAIN A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECYCLED WATER OR SEWER LI NES. INSTALL SEWER LI NE BELOW RECYCLED WATER LINE AND RECYCLED WATER LI NE BELOW THE POTABLE WATER LI NE. PROVIDE A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN POTABLE/ RECYCLED WATER/SEWER. RECYCLED WATER FROM CARLSBAD MUNICIPAL WATER DISTRICT IS EXISTIN G AND WILL BE AVAILABLE FOR IRRIGATION USE ON THIS SITE. INSTALL PURPLE COLORED PANTONE #522 MATER IAL FOR ALL ABOVE GROUND IRRIGATION F ACI LITI ES: -VALVE AND OTHER ON GRADE BOXES -INTEGRAL COLOR -BACKFLOW DEVICES -PAINTED 2 COATS OF ENAMEL -SPRINKLER HEADS -INTEGRAL COLOR PLASTIC 18. TAG ALL VALVES AND OTHER BELOW GRADE APPURTENANCES WITHIN BOXES WITH PERMANENT RECYCLED WATER LABELS IN BOTH ENGLISH AND SPAN ISH THAT IDENTIFY RECYCLED WATER IN USE ("RECYCLED WATER-DO NOT DR INK"). ATTACH THE LABEL WITH EITHER STAINLESS STEEL WIRE OR SELF LOCKING PLASTIC TIES. 19. THE REQUIRED INITIAL CROSS CONNECTION TEST SHALL BE DONE BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT PUBLIC UTILITIES DEPARTMENT AND MONITORED BY THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. AN ANNUAL CROSS CONNECTION IN SPECTION WILL BE DONE BY THE CITY OF CARLSBAD MUNICIPAL DECLARATION OF RESPONSIBLE CHARGE: I HER EBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER TH E DESIGN OF TH IS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UN DERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT REL IEVE ME, AS THE IRRIGATION CONSULTANT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DES IGN. THESE PLANS HAVE BEEN PR EPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. FIRM NAME & ADDRESS: SPURLOCK LANDSCAPE ARCHITECTS 2122 HANCOCK STREET SAN DIEGO , CA 92110 SIGNATURE PHONE NO: (619) 681-0090 DATE REG ISTRATION NO: 6137 EX PIRATION DATE: 06-30-19 NOTE: A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LAND SC APE PLANTING AND IRRIGATION ONLY. FINAL AS-BU ILT PLANS SHALL BE REVIEWED AND APPROVED BY THE CITY PRIOR TO RELEASE OF SECURITIES. WATER EFFICIENT LAND SCAPE DECLARATION: I AM FAMILIAR WITH TH E REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WAT ER EFF ICIENT LANDSCAPE REGULATIONS. I HAVE PREPAR ED THIS PLAN IN COMPLIANCE WITH TH OSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WH EN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFIC IENT USE OF WATER. BY: PHON E NO: (619) 681 -0090 REGISTRATION NO: 6137 EXPIRATION DATE: 06-30-19 COUNTY OF SAN DI EGO CARLSBAD MUNICIPAL WATER DISTRICT Department of Environmental Health Land and Water Quality Division DATE GLENN LEEKS DI STRICT ENG IN EER Environmental Health Specialist IRRIGATION NOTES DATE: ~ W«JIIBDP TNOIS) 11111 DGA plann ing I architecture I interiors 550 Ellis Street, Mountain View, CA 94043 20 I Filbert Street, 3rd Floor, San Francisco, CA 94 133 2550 Fifth Avenue, Suite 11 5, San Diego, CA 92103 I 720 8th Street, Sacramento, CA 958 11 CONSULTANTS Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect 650-943-1660 415-477-2700 619-685-3990 9 16-441 -6800 SPURLOCK LANDSCAP E ARCHITECTURE 2122 HANCOCK ST OWNER SAN DIEGO, CA 921 10 TEL: 619 681 0090 CONT ACT: LEIGH KYLE IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 1. ALL LOCAL MUNI CIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND TH EIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGIN EER ING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. TH E CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAV ED AREAS IS FOR DES IGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WER E NOT EVIDENT AT THE TIM E THESE PLANS WERE PREPARED. ANY SUCH COND ITION S SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION 8. ACTUAL LOCATION FOR THE IN STALLATION OF TH E BACKFLOW PREVENTER AND TH E AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY TH E OWNER'S AUTHORIZED REPRESENTATIVE. WATER DISTRICT. COPIES OF TH E INSPECTION REPORTS WILL BE FORWARDED TO TH E 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LI NE TO THE LAST RCV ON EACH AND EVERY LEG OF NON -INSPECTION PARTY. A CROSS CONNECTION TEST WILL BE PER FORMED EVERY FOUR YEARS. MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 22. PRIOR TO CONVERSION TO RECYCLED WATER, AN ON-SITE SUPERVI SOR SHALL BE DESIGNATED IN 10. ALL PIPE UNDER PAVED AR EAS TO BE INSTALLED IN SLEEVING TWIC E THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AR EAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIR ED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. WRITING. THIS INDIVIDUAL SHALL BE FAM ILIAR WITH PLUMBING SYSTEMS WI THIN PROPERTY, WITH THE BASIC SPECIFIC REQUIREMENTS OF RECYCLED WATER SYSTEMS. THE DESIGNATED SITE SUPERVISOR SHALL ATTEND AN APPROVED CLASS FOR RECYCLED WATER SITE SUPERVISORS. COPIES OF THE SITE SUPERVISORS CERTIFICATE, WITH A 24-HOUR CONTACT NUMBERS SHALL BE 11 -ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE IN STALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. PROVIDED TO THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT AND THE COUNTY DEPARTME NT OF ENVIRONMENTAL HEALTH. IN CASE OF EMERGENCY CONTACT:--~~-=~---- AT ===--==------WAYN ESANDERS (760) 603.2562 AFTER HOURS CONTACT:--~~---------- AT WAYNE SANDERS (760) 603.2562 23. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 24 . CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT ANY DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AR EAS ON THE SITE. 25 ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN TH E RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 26. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASH ING, CLEANING OF TOOLS, ETC . GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT TH IS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BAS IS. 27. PRIOR TO INSTALLATION OF ANY RECYCLED WATER WORK, IT MUST BE INSPECTED BY RECYCLED WATER PROGRAM PERSONNEL. THE INITIAL CROSS CONNECTION TEST SHOULD BE PERFORMED USING POTABLE WATER WITH AN APPROVED BACKLOW DEVICE. 28. ALL INITIAL IRR IGATION SHALL USE POTABLE WATER. NO RECYCLED WATER SHALL BE USED UNTIL THE SITE HAS PASSED THE CROSS-CONNECTION TEST AND HAS BEEN APROVED BY THE CITY OF XXXXXXXXX AND COUNTY OF SAN DIEGO. 12. ALL HEADS AR E TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13. CONTRACTOR SHALL IN STALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. 14 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROU NDING THE CONTROLLER AND RELATED EQU IPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. 15. THE CONTRACTOR IS REQUIRED TO CONTACT DIGALERT OR 811 A MINIMUM OF TWO (2) DAYS PRIOR TO THE START OF ANY EXCAVATIONS ON THE PROJECT AND SPECIFICALLY PRIOR TO THE INSTALLATION OF ANY GROUNDING RODS. DIAL 811 OR LOG ONTO VWWV.DIGALERT.ORG TO START A PROJECT TICKET. DIGALERT AND 811 IS A FREE SE RVICE PROVIDED TO THE PROJECT. FAILURE TO CONTACT AND HAVE THE EXISTING UTILITIES IDENTIFIED, LOCATED AND MARKED SHALL MAKE THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES. I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED TH EM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN sweeney + associates IRRIGATION DESIGN AND CON SULT I NG Murriel~. c~ 92563 c: i~fc@swccrcv~sso e.cl)m t, (951) 461-6830 w: www.~wcereyHsoe.eom t (951) 4&1-68SO IRRIGATION LEGEND L2.2 DATE PREPARED: 10/24/2018 I s14T \ CITY OF CARLSBAD [m SITE DEVELOPMENT PLAN 7 ION/8 PHARMACEUTlCALS COM=EIENCECBllBI I ENGINEER OF WORK: I OWN BY: DATE: CHKD BY: RVWD BY: ~--(.. City of Carlsbad WELO WORKSHEETS LANDSCAPE MANUAL APPENDIX E P-25(C) Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov WATER EFFICIENT LANDSCAPE WORKSHEET This worksheet is filled out by the project applicant and it is a required element of the Landscape Documentation Package. HYDROZONE INFORMATION TABLE Please complete the hydrozone table(s) for each hydrozone. Use as many tables as necessary to provide the square footage of landscape area per hydrozone. Controller Hydrozone• Zone Irrigation Plant Hydrozone % of Total # or Method** Type/Factor••• Area (Sq. Ft.) landscaped Valve (PF} Area Total 100% *Hydrozone VLW -Very Low Water Use Plants L W -Low Water Use Plants =irrigation Method MS = Micro-spray S = Spray "'Plant Factor from WUCOLS Ill or list as water feature as appropriate MW -Moderate Water Use Plants HW -High Water Use Plants R =Rotor B= Bubbler D= Drip 0 = Other P-25(C) Page 1 of4 Revised 04/12 Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). Use as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE ETWU) Hydrozone Number (1 -5 with SLA Zone Below -use as many tables as necessa to complete all h drozones Evapotranspiration Rate ETo)' Conversion Factor (Step 1 x Step 2) Plant Factor (PF)'* (From WUCOLS) (VLW -HW 0.1 • 0.8 Area of Hydrozone (sq. ft. HA (Step 4 x Step 5) Irrigation Efficiency IE*** (Step 6 + Step 7) (Total All Step 8 + Total SLA sq. ft. in Step 5 Process Step No. Below) 1 2 3 .. 4 5 6 7 8 9 1 0.3 22,899 6,870 0.80 8,588 43,037 2 3 4 5 SLA 47 0.62 29.14 0.3 0.5 0.3 0.5 73,007 3,486 640 1,088 21,902 1,743 192 ; 544 0.70 0.80 0.75 I • 0.75 31,289 2,179 256 '725 (Step 3 x Step 9) Estimated Total Water Use in gallons per year (ETWU) • Total shall not exceed MAWA 10 See below for final calculation ETo' West of /-5 = 40. 0 East of 1-5 and West of El Camino Real= 44.0 East of El Camino Real= 47.0 Applicant may provide a different ETo if supported 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 ***IE Micro-spray=. 80 Spray= .55 Rotor= .70 Bubbler=. 75 Drip= .80 Applicant may provide a different IE if supported by documentation subject to approval by the City Planning Division (Turf and Landscape Irrigation Best Management Practices, April 2005) MAXIMUM APPLIED WATER ALLOWANCE A landscape project subject to the Water Efficient Landscape Ordinance shall include the MAWA for the plans, including the calculations used to determine the MAWA. A landscape project shall not exceed the MAWA. The MAWA for a landscape project shall be determined by the following equation: MAWA"' (ETo)(0.62)[(0.45xlA) + (0.55xSLA)] The abbreviations used in the equation have the following meanings: Maximum 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. MAWA ETo 0.62 0.45 LA 0.55 The additional ET adjustment factor for a special landscaped area (1.0 -0.45 = 0.55) SLA Special landscaped area in square feet. Show Calculation: (47)*(0.62)[(0.45 X 101,434) + (0.55 X 0)]=1,329,973 MAXIMUM APPLIED WATER ALLOWANCE = 1,329,973 GALLONS PER ---------- YEAR Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). Use as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE ETWU ; Hydrozone Number ( 6-10 with SLA Zone Below -use as many i tables as necessa to complete all h drozones) Evapotranspiration Rate ETo' Conversion Factor (Step 1 x Step 2) Plant Factor (PF)" (From WUCOLS) (VLW -HW 0.1-0.8 Area of Hydrozone (sq. ft. HA (Step 4 x Step 5) Irrigation Efficiency IE*** (Step 6 + Step 7) Process Step No. Be!ow 1 2 3 4 5 7 8 6 0.8 128 102 0.75 136 8 10 SLA 47 0.62 29.14 0.8 176 141 1.0 141 (Total All Step 8 + Total SLA sq. ft. in Step 5) (Step 3 x Step 9) Estimated Total Water Use in gallons per year (ETWU). Total shall not exceed MAWA 9 277+43,037= 43,314 10 1,262,170 ETo* West of 1-5 = 40.0 East of 1-5 and West of El Camino Real= 44.0 East of El Camino Real= 47.0 Applicant may provide a different ETo if supported 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 ***IE Micro-spray= .80 Spray= .55 Rotor= .70 Bubbler=. 75 Drip= .80 Applicant may provide a different IE if supported by documentation subject to approval by the City Planning Division (Turf and Landscape Im·gation Best Management Practices. April 2005) CARLSBAD MUNICIPAL WATER DISTRICT DATE DISTRICT ENGINEER -------------------------~ ESTIMATED TOTAL WATER USE A landscape project subject to the Water Efficient Landscape Ordinance shall include the ETWU for the plans, including the calculations used to determine the ETWU. The ETWU for a proposed project shall not exceed the MAWA. The following equation shall be used to calculate the ETWU for each landscaped area and the entire project: ETWU = (ETo)(0.62{ PF ~HA +SLA) The abbreviations used in the equation have the following meanings: ETWU Estimated total water use in gallons per year. ET o Evapotranspiration in inches per year. 0.62 Conversion factor to gallons per square foot. PF Plant factor from WUCOLS Ill HA Hydrozone Area in square feet. Each HA shall be classified based upon the data included in the landscape and irrigation plan as high, moderate, low, or very low water use. IE Irrigation Efficiency of the irrigation method used in the hydrozone. SLA Special landscaped area in square feet. COUNTY OF SAN DIEGO Department of Environmental Health Land and Water Quality Division I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN GLENN LEEKS DATE: Environmental Health Specialist sweeneL1 + associates ~ !RR!GATION DESIGN AND CONSULT!NG 38i30 Sky Canyon Drive, Suite C Murrieta, Ca 92563 e, ir.fo@sweeneysHoc.com t: {951) 461-6830 w: www.sweeneyas.oc.com f: (9S11 461-6850 ~-~11111 DGA planning I architecture I interiors 550 Ellis Street, Mountain View, CA 94043 20 I Filbert Street, 3rd Floor, San Francisco, CA 94 I 33 2550 Fifth Avenue, Suite 115, San Diego, CA 92103 I 720 8th Street, Sacramento, CA 9581 I CONSULTANTS Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect 650-943-1660 415-477-2700 619-685-3990 916-441-6800 SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST SAN DIEGO, CA92110 TEL: 619.681.0090 CONTACT: LEIGH KYLE OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT STAMP 4 3 2 NO. CARLSBAD, CA 92008 SDP SUB MITT AL #3 SDP SU BM ITT AL #2 SDP SU BM ITT AL# I PRELIMINARY REVIEW DESCRIPTION 10/25/2018 09/13/2018 07/31/2018 05/21/2018 DATE IRRIGATION CALCULATIONS l2.3 DATE PREPARED: 10/24/2018 ~ w CITY OF CARLSBAD SITE DEVELOPMENT PLAN '5 7 IONIS PHARMACEUTICALS ~ C8'1&1 I ENGINEER OF WORK: I OWN BY: DATE: CHKD BY: RVWD BY: ~-------INSTALL POP-UP SPRAY HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS i------POP-UP SPRAY HEAD, 6" -12" HEIGHT, SEE LEGEND FOR BRAND, MODEL. FEATURES, AND NOZZLES REQUIRED. SPRINKLER INLET HAS 1/2" NPT THREADS. ~---DRIP LINE OF CANOPY TREE OR PALM 12" i}l2" ,W.,_ ____ INSTALL POP-UP SPRAY HEAD 1/2" ABOVE FINISHED ~-GRADE IN SHRUB AND GROUND COVER AREAS 11 t 111 i' 11! ! I~ UNDISTURBED SOIL 111~111 1111 =1!1....:....111==1 ,,-----SIX (6) INCH POP-UP SPRINKLER HEAD ~--PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 1/2" MIPT INLET AND OUTLET WITH A 12" LAY LENGTH, SAME MANUFACTURER AS SPRINKLER HEAD. WITH PVC STREET ELL. 6" POP-UP HEAD CONFIGURATION SHOWN. SCH 40 PVC SxSxT TEE FITTING, LATERALX LATERALX 112" SIZE WITH FIPT THREADS PVC LATERAL LINE PIPE, TYPE AND SIZE AS SHOWN ON DRAWINGS, INSTALL BELOW FINISHED GRADE AT DEPTH SHOWN ON i . .----l!,IJ.L======,7-dL~r.L~LEGEND AND PIPE 1NsTALLAT10N DETAIL , , , ,/ ,,/ ,, ,,/ / , ,-.-,-'''--/----,'--/-----TWELVE (12) INCH POP-UP SPRINKLER HEAD I ,, ./ ,__ ______ 3/4" PVC LATERAL LINE PIPE FROM RCV I ,/ /' le:;.=~~/ ,,'-------12" POP-UP HEAD SWING JOINT CONFIGURATION i:;:c::J:;:r / NOTE: I I I ,, .i I t ,,. ii I n/ '-"::.fl' INSTALL SPRAY HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRAY HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS. INSTALL SPRAY HEADS 12" FROM THE FACE OF BUILDING WALLS OR WINDOWS. INSTALL SPRAY HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER THE LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. @ POP-UP SPRINKLER HEAD SECTION VIEW-N.T.S. @o,pyrijlt 21lH S.•.t'J' l 1!!9ocillt9, ~ NOTE: POSITION MSBN-SOQ STREAM BUBBLER HEADS 6" FROM THE ROOT BALL. POSITION MSBN-25Q STREAM BUBBLER HEADS 1" FROM THE ROOT BALL. @ TREE BUBBLER LAYOUT PLAN VIEW-N.T.S. ©~lt 21ll4 ~ ,!: hoo(:iQtc:,, n:. l DRIPLINE TUBING I BLANK TUBING TO~ AIR RELIEF VALVE (ARV), 1-----PVC HEADERS EXTEND ACROSS I: DRIPLINE TUBING j EXTENDS TO LIMITS ,, CONNECT DRIP TUBING INSTALL AT HIGH POINT OF "',,1 PLANTED AREAS FOR DRIP LINE 4,, EXTENDS TO LIMITS SHOWN ON PLANS I LINES FOR ARV THE DRIP TUBING SYSTEM I TUBING GRID (TYPICAL) SHOWN ON PLANS --J'--• . -. -. --+---. -. --.j <I "<1 a !♦ . -. -. ----.J'- CENTER FEED SUPPLY-~-• 1 , DISCHARGE HEADER,. ! •-ENDFEEDSUPPLYHEADER, HEADER, USE TEES : 1 '• ·. • USE 90' _ELBOWS . -I : USE 90' ELBOW FITTINGS ' ... A . A <J A j. -· ----.J'---J'----a■• I---. -. -. --+--. -. -1 ~ CONNECTION BETWEEN . ' --1•■·11--. -. -. -. -. _. A . D"Rl:LINEAN:PVCHFbDE: I .. l /f'J--1 '""""--FLUSHVALVE/INDICAT~RHEAD, ' : ' ~ I INSTALL ON DISCHARGE HEADER I --.I'---. -. -. • --. --. .... ,:J" <J • CONNECTION BETWEEN___/ : : ; · PVC DISCHARGE HEADER, SEE . DRIPLINE AND PVC HEADER 1 1 "' PLANS, 1" MINIMUM SIZE, }--PVC SUPPLY HEADER, SEE PLANS, • 1" MIN. SIZE. 12" BELOW GRADE f-_. _. __.,,__ 12"BELOWGRADE ....:.,----------,<l,----i-:...,..---------------+---"1-------,i= . Li ~ " " , ___ PVC SUPPLY HEADER, SEE PLANS, 1" /i ' o MINIMUM SIZE, 12" BELOW GRADE ,:J <J 1 . DRIP CONTROL VALVE~ SEE PLANS AND DETAILS FOR INSTALLATION .4 -<! <I A <J .<J ~-DRIPLINE TUBING ROWS, SPACING APPROXIMATELY AS INDICATED ON THE LEGEND, ADJUST TO EVEN SPACING NOT TO EXCEED SPACING ON THE LEGEND. ROWS ADJACENT TO THE PLANTER EDGE (PAVING) SHALL BE SPACED 4" FROM THE PAVING EDGE. ALL ROWS SHALL BE PARALLEL AND AT THE SAME DEPTH. . L PVC LAT:RAL LINE TO ADJACENT GRID OF DRIPLINE TUBING, SEE PLANS FOR SIZE, 1" MINIMUM, INSTALLED 12" BELOW GRADE PVC LATERAL LINE TO ADJACENT GRID OF DRIPLINE TUBING, SEE PLANS FOR SIZE, 1" MINIMUM, INSTALLED 12" BELOW GRADE ~---PAVING SURROUNDING AND ADJACENT TO PLANTER AREA "-------------VALVES AND PIPE SHOWN IN PAVING FOR CLARITY ONLY, ALL TO BE INSTALLED IN PLANTER. PLAN VIEW-N.T.S. ® DRIP TUBING LAYOUT 12" ~-------INSTALL POP-UP ROTOR HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS ~----POP-UP ROTOR HEAD, 6" -12" HEIGHT, SEE LEGEND FOR BRAND, MODEL, FEATURES, AND NOZZLES REQUIRED. SPRINKLER INLET HAS 3/4" NPT THREADS. ' !~', ,~·; ! hl~1.=_,& _____ _ INSTALL POP-UP ROTOR HEAD 1/2" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVER AREAS 111™1 Ii' Ill I Ii UNDISTURBED SOIL . 111 111 I 11111 i'll11 i'llr ,,-----SIX (6) INCH POP-UP ROTOR SPRINKLER HEAD ~--PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 3/4" MIPT INLET AND OUTLET WITH A 12" LAY LENGTH, SAME MANUFACTURER AS SPRINKLER HEAD. WITH PVC STREET ELL. 6" POP-UP HEAD CONFIGURATION SHOWN. SCH 40 PVC SxSxT TEE FITTING, LATERAL X LATERAL X 3/4" SIZE WITH FIPT THREADS ! PVC LATERAL LINE PIPE, TYPE AND SIZE AS SHOWN ON DRAVVlNGS, INSTALL BELOW FINISHED GRADE AT DEPTH SHOWN ON i,.---il~L======;z.~!'.i1i_.L_;_LEGEND AND PIPE INSTALLATION DETAIL , NOTE: / / : ,/ ,,.,' I I _,/ ,/ I i .,-,, I , , / TWELVE (12) INCH POP-UP ROTOR SPRINKLER HEAD ~~~~///;.'-/-------12" POP-UP HEAD SWING JOINT CONFIGURATION I I I ,,/ ) I l ,, ~ I 11/ '-':.:.!' INSTALL ROTOR HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL ROTOR HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS. INSTALL ROTOR HEADS 12" FROM THE FACE OF BUILDING WALLS OR WINDOWS. INSTALL ROTOR HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER THE LANDSCAPE AREA VVlTHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. @ POP-UP ROTOR HEAD SECTION VIEW-N.T.S. RECOMMENDED INSTALLATION: •ASPER LANDSCAPE DRA\MNGS TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 4.5" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING VVlRE HOOP STAKES AT 5 FEET ON CENTER SPACING. BACKFILL FINAL 4.5" OF SOIL OVER THE TUBING AFTER INSTALLATION OF THE TUBING AND OBSERVATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE. SECTION VIEW-N.T.S. @a,;,rriQl,l 201+ Sl"""Y l ltssoci,t=,, ~o. ® DRIP TUBING LAYOUT (SECTION) SHRUBS OR GROUND COVERS, -----------rs--.. SEE PLANTING PLANS MULCH LAYER, SEE PLANTING PLANS--,-:,-;-.,-,-...,.,.--,--:,:-,._ TURF, SEE PLANTING PLANS--~-I -! ' I , : I FINISHED GRADE-------,~.!,~a/:;1 ~l~;-!~-/l~=,i~a;!I ;-!l~i;;!~~i i-~-~-1 ~-~ -n FINISHED GRADE AMENDED SITE SOIL _1 I1rrrillrnillrnillrnillrnwrnillrn_1 1 L 4·:.IN SHRUB BEDS INLINE DRIP TUBING VVlTH I I I 'I I I ' I 11 I 11 11 I ' 111 11 I I I 1= 6 IN TURF AREAS INTERNAL DRIP EMITTERS, -I -I _,, -,-I _, --, I SEE LEGEND FOR BRAND, MODEL AND PERFORMANCE 17mm BARBED 90" ELBOW OR BARBED TEE FITTING 1/2" MIPT X 17mm BARBED MALE ADAPTER FITTING NOTE: 12" MINIMUM DRIP TUBING CONNECTION REQUIRED FOR ALL CONNECTIONS BETWEEN DRIP TUBING AND PVC HEADERS. FOR CONNECTIONS AT END RUNS OF TUBING, USE A 90' ELL FITTING AND ONE ADAPTER FITTING FOR CONNECTION. FOR CONNECTIONS IN THE MIDDLE OF RUNS OF TUBING, USE A TEE FITTING AND ONE ADAPTER FITTING FOR THE CONNECTION. SECTION VIEW-N.T.S. @"'!'l'ight2C17S-..,,t.:-.tl!s,lru:. @ DRIP CONNECTION . NOTE: INSTALL POP-UP INDICATOR HEAD 10" OFF OF PAVEMENT OR THE EDGE OF PLANTED AREA SERVED BY DRIP TUBING "'~""-,-.---POP-UP INDICATOR HEAD, VVlTH A GPH IRRIGATION DRIP FLUSH NOZZLE, MODEL #GDFN-R, PURPLE COLORED NOZZLE TO REMAIN IN THE CLOSED POSITION DURING SYSTEM OPERATION AND OPENED FOR SYSTEM FLUSHING. 1,, ' r1'1l2" DIRECT FLUSH STREAM INTO PLANTER. ~ INSTALL POP-UP INDICATOR HEAD _,_,__I ' 1' 1/2" ABOVE FINISHED GRADE IN 11 I f SHRUB AND GROUND COVER AREAS rn:-UNDISTURBED SOIL 11=1 1----SUBSURFACE DRIP TUBING, DEPTH AS SHOWN ON LEGEND AND DETAIL 1----DRIP CONNECTION ASSEMBLY, SEE DRIP TUBING CONNECTION DETAIL 1----DISCHARGE HEADER SHALL BE INSTALLED 12" BELOW FINISHED SOIL GRADE, TYPICAL 1 ----SCH 40 PVC SxSxT TEE FITTING, LATERAL X LATERAL X 1/2" SIZE VVlTH FIPT THREADS i-----12" POP-UP HEAD, SEE LEGEND 1----PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 1/2" MIPT INLET AND OUTLET WITH A 12" LAY LENGTH, GPH IRRIGATION MODEL#GSJ0512. WITH PVC STREET ELL. -------DRIP SYSTEM DISCHARGE HEADER, PVC LATERAL LINE PIPE, TYPE AND SIZE AS SHOWN ON LEGEND, OR 11/4" MINIMUM SIZE PER THE DRIP INSTALLATION DETAILS INSTALL INDICATOR HEAD 10" FROM THE EDGE OF PAVING OR THE PLANTER EDGE. INSTALL ORANGE COLORED INDICATOR NOZZLE ON POP-UP HEAD AND ADJUST TO FULLY CLOSED. SECTION VIEW -N.T.S. ® FLUSH VALVE/INDICATOR HEAD CARLSBAD MUNICIPAL WATER DISTRICT COUNTY OF SAN DIEGO Department of Environmental Health Land and Water Quality Division I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN DATE GLENN LEEKS DATE: DISTRICT ENGINEER Environmental Health Specialist sweene 8 + associates IRRIGATION DES!GN AND CONSULTING 38730 Sky Canyon Driv-e, Sulte C Murrieta, Ca 92563 e: info@sweeneyassoc.com t: (9S1) 461-6830 w: www.sweeneyassc,c.com I: (951) 461-6850 ~-~11111 DGA planning I architecture I interiors 550 Ellis Street, Mountain View, CA 94043 20 I Filbert Street, 3rd Floor, San Francisco, CA 94133 2550 Fifth Avenue, Suite 115, San Diego, CA 92103 1720 8th Street. Sacramento, CA 9 581 I CONSULTANTS Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG landscape Architect 650-943-1660 415-477-2700 619-685-3990 916-441-6800 SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST OWNER STAMP 4 3 2 NO. SAN DIEGO, CA 92110 TEL: 619.681.0090 CONT ACT: LEIGH KYLE IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SDP SUBMITTAL #3 SDP SUBMITTAL #2 SDP SUBMITTAL #I PRELIMINARY REVIEW DESCRIPTION I0/25/201B 09/13/2018 07/31/2018 05/21/2018 DATE IRRIGATION DETAILS l2.4 DATE PREPARED: 10/24/2018 I s16T I CITY OF CARLSBAD ~ SITE DEVELOPMENT PLAN 7 IONIS PHARMACElmCALS COl'ft:IENCE CBIJBi I ENGINEER OF WORK: I OWN BY: DATE: CHKD BY: RVWD BY: ------------· ----------------------- NOTE: ~---------------FINISH GRADE ~-------------BRASS THREADED 90" ELL, TYPICAL ~---------R/P PRINCIPLE BACKFLOWDEVICE WITH A BRONZE WYE STRAINER AND TWO (2) BRASS BALL VALVES, SEE LEGEND FOR BRAND, MODEL AND SIZE ~-----RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 i,r::==::t:==:::;----;:t:-l 1------"SMOOTH TOUCH" STAINLESS STEEL BACKFLOW ASSEMBLY ENCLOSURE IF SPECIFIED >-----BRASS NIPPLES, LENGTH AS REQUIRED :)10-1-t-----PRESSURE REGULA TOR, IF SPECIFIED t-----BRASS UNION, ONE (1) REQUIRED IF A 2" PRV IS SPECIFIED, TWO (2) REQUIRED IE I I IF PRV NOT SPECIFIED, ONE (1) PER LEG ~---SCH 80 PVC FEMALE ADAPTER '\Jflfrc:=3--PVC MAINLINE TO MASTER VALVE ,__ ____ SCH 80 PVC NIPPLE, 6" MINIMUM LENGTH '---------------COPPER FEMALE ADAPTER '------------------TYPE K COPPER PIPE FROM WATER METER INSTALL THE PRESSURE REGULATOR ONLY IF IT IS SPECIFIED IN THE LEGEND. BACKFLOWDEVICE OUTLET SHALL BE INSTALLED A MINIMUM OF 12" ABOVE FINISHED GRADE. ASSEMBLY PIPING AND FITTINGS SHALL BE SIZED EQUAL TO THE SIZE OF THE BACKFLOW PREVENTION DEVICE USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. CONCRETE SLAB SHALL BE A MINIMUM OF 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING, OR BE THE SIZE REQUIRED BY THE ENCLOSURE MANUFACTURER. CD NOTE: SECTION VIEW-N.T.S. @wi:,iighl 201+ ~,I;~ 4 BACKFLOW DEVICE --------FINISHED GRADE IN TURF AREAS 6" PLASTIC10" ROUND VALVE BOX WITH BLACK COLORED T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOCK-KIT. HEAT BRAND "BV" ONTO LID. INSTALL A CHRISTY'S MODEL 3BOO RECYCLED WATER VALVE MARKER ONTO BOX LID. 2" FINISHED GRADE IN SHRUB AREAS .-----=1±±1"1 ±±1 cc=~---LASCO "SLO-CLOSE" SCH. 80 PVC, 'i 11 I I Iii I TRU-UNION BALL VALVE, WITH HDPE 111 111 BUTT FUSED CONNECTIONS. 2" SIZE 11 111 ' PER MANIFOLD MAINLINE .-'k---H--{;~/'i,~-----RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 •---11--------6" DIAMETER PVC CL. 160 PIPE, LENGTH AS REQUIRED, 12" MINIMUM >------BRICK SUPPORTS, THREE (3) REQUIRED -----ONE CUBIC FOOT OF 3/4" CRUSHED GRAVEL -PVC IRRIGATION MAINLINE, SEE LEGEND FOR SPECIFICATION ~------SOLVENT WIELD PVC CONNECTIONS PROVIDE ONE (1) 30" LONG STEEL "VALVE KEY" FOR EACH TEN (10) BALL VALVES INSTALLED ON THE PROJECT. SECTION VIEW -N.T.S. @ BALL VALVE -------------------------~--- ~-------FINISHED GRADE IN TURF AREAS FLOW - PVC MAINLINE PIPE FROM WATER METER, USE SCH. 80 PVC 45" ELBOW FITTINGS TO ADJUST PIPE DEPTH INTO THE VALVE BOX. SCH. 80 PVC, LOOSE RING,--~ FLANGE WITH SLIP END NOTE: PLASTIC RECTANGULAR 'JUMBO'VALVE BOX WITH BLACK COLORED T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOG-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "BS" ONTO LID. INSTALL A CHRISTY'S MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. FINISHED GRADE IN SHRUB AREAS ,---;i:;,-,-,t:t:,,,.,,-----RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 PVC MAINLINE PIPE TO THE n---~--~---.. IRRIGATION SYSTEM I>->-----LANDSCAPE FABRIC, WRAP UP AND OVER All OPENINGS ~~J---BRICK SUPPORTS. FOUR (4) REQUIRED >-------3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH >----------SCH. 80 PVC, LOOSE RING, FLANGE WITH SLIP END '-----------BASKET STRAINER WITH FLANGED eNDS, PRESSURE GAGE, AND 80 MESH STAINLESS STEEL FILTER ELEMENT USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. SECTION VIEW-N.T.S. ©o;,wignl 2(M 5-!cj' & b>:ill:!. 4 0 RCW BASKET STRAINER -----------FINISHED GRADE IN TURF AREAS 11~111~ 111=1''=1 .,,-1,-111-111 11111i' I II I --------RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 -----PLASTIC 10" ROUND VALVE BOX WITH BLACK COLORED T-COVER AND CAPTIVE STAINLESS STEEL BOLT ANDLOCK-KIT. HEAT BRAND "QC'/' ONTO LID. INSTALL A CHRISTY'S MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID, 2" ~-FINISHED GRADE IN SHRUB AREAS =•1i==i== r--lh!R=±cT: l"'I ±±1"1 l--QUICK COUPLING VALVE WITH 1" FIPT INLET · 'El IE THREADS, ACME QUILL THREADS, AND A 'I I I 11 ' I 11 LOCKING PURPLE COLOR CODED CAP il==li~ ~-11c===--3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH 11->----LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX -Jf~~!!!JQ::;;:J--BRICK SUPPORTS, THREE (3) REQUIRED H--------REBAR STAKES, #3 X 24" LONG, TWO (2) REQUIRED r--li----lt--------LASCO SNAP-LOK PVC SWING JOINT WITH 0-RINGS, A MALE 1" MIPT THREADED PVC INLET, PVC STABILIZER ELBOW, 12" LAY LENGTH AND SNAP-LOK COLLAR. USE #8135-212 WITH A 1" MIPT THREAD BRASS OUTLET. '----------------SCH. 80 PVC SST MAINLINE TEE FITTING, MAINLINE SIZEX 1" FIPT FOR CONNECTION TO THE SWING JOINT ·~QUICK COUPLERS SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER:·· NOTE: WHEN QCV IS LOCATED ON A MANIFOLD. USE A SCH. 80 SxT 90" ELBOW IN PLACE OF THE TEE FITTING. SIZE THE ELBOW AS MANIFOLD MAINLINE SIZE X 1" FIPT. USE A NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. SECTION VIEW-N.T.S. @ QUICK COUPLER VALVE NOTE: ~-----FINISH GRADE IN TURF AREAS ~-PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "MCV" ONTO LID. RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 FINISHED GRADE IN SHRUB AREAS ---~--24" WIRE LOOPS AND GPH GDBRY6 WATERPROOF WIRE CONNECTORS ::IJ'l.Jt~~Ul:;l~::t--_--' ,.-L _-_-_-_-~---PVC MAINLINE TO FLOW ;;i SENSOR, PIPE PER PLANS PVC MAINLINE FROM BACKFLOW DEVICE OR BASKET STRAINER, USE SCH 80 PVC 45" ELBOWS TO ACHIEVE MAINLINE DEPTH AS REQUIRED AND SPECIFICATIONS ~-BRICK SUPPORTS, 4 REQUIRED TWO WIRE PATH TO CONTROLLER, IN CONDUIT IF INDICATED IN LEGEND ~-----3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH ~-----LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX ~----ELECTRIC MASTER CONTROL VALVE, SEE LEGEND FOR TYPE ~----LASCO #896 PVC UNION SLIP X MIPT, SIZE PER RCV, 2 REQUIRED FOR ASSEMBLY USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. SECTION VIEW-N.T.S. ® MASTER CONTROL VALVE ~-----FINISHED GRADE IN TURF AREAS ~-PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT.ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID. INSTALL A TT' ' 'ffi' ' T 2" =1_1[11111111 ::111 ' ! ! PVC PIPE, AS---·7' LATERAL LINE, SIZE '---,,--t;:J;~ PER PLANS. TYPE PER LEGEND BRICK SUPPORTS, FOUR (4) REQUIRED LASCO #896 PVC UNION---~ SLIP X MIPT, SIZE PER RCV, TWO (2) PER ASSEMBLY LANDSCAPE FABRIC TD-----~ COVER BOTTOM AND ALL SIDES OF VALVE BOX CH RI STYS MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. RECYCLED WATER WARNING TAG. CHRISTY'S MODEL ID-MAX-P2-RC009 FINISHED GRADE IN SHRUB AREAS VALVE NUMBER ID TAG, CHRISTY'S MODEL ID-STD-P1 ,\\;iaaaf-,,~'----24" WIRE LOOPS AND GPH GDBRY6 WATERPROOF WIRE CONNECTORS SCH. 80 PVC 90" Ell FITTING' f--t--PVC MAINLINE PIPE' PVC MAINLINE PIPE RISER', LENGTH AS REQUIRED TAPE WIRES TO RISER USING BLACK ELECTRICAL TAPE ~-·11--+--+--3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH ELECTRIC REMOTE CONTROL------~ VALVE, SEE LEGEND FOR TYPE SCH. 80 PVC TEE OR 90" ELL FITTING ON MANIFOLD MAINLINE, SIZE AS 2" X RCV X RCV (TEE) OR 2" X RCV (ELL) • ABOVE INDICATES SIZE PER RCV NOTE: USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX. SECTION VIEW -N.T.S. @ REMOTE CONTROL VALVE ~---------PVC MAINLINE FROM MASTER CONTROL VALVE, NO FITTINGS WITHIN UPSTREAM OR DOWNSTREAM OF THE SENSOR AS SHOWN .-------FINISH GRADE IN TURF AREAS ~-PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. INSTALL A CHRISTY'S MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. .---------RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 FINISHED GRADE IN SHRUB AREAS ,,-.....:::!.f;~-'rnforc:c---24" WIRE LOOPS AND GPH GDBRY6 WATERPROOF WIRE CONNECTORS ,._----10 PIPE DIA. __ ___, 3/4" CRUSHED GRAVEL,~ 4" MINIMUM DEPTH LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX FLOW SENSOR, SEE LEGEND --~ FOR BRAND, MODEL AND SIZE TWO WIRE PATH TO CONTROLLER, -~ IN CONDUIT IF INDICATED ON THE LEGEND BRICK SUPPORTS, 4 REQUIRED ___ J NOTE: PVC MAINLINE TO THE IRRIGATION SYSTEM. USE SCH 80 PVC 45" ELBOWS TO ACHIEVE THE MAINLINE DEPTH AS REQUIRED USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. SECTION VIEW-N.T.S. ®•1111!1\4 S..0..:, Ii: Hl30<iat.o, Ir>:. @ FLOW SENSOR .---------FINISHED GRADE IN TURF AREAS ~--INLINE, PRE-SET PRESSURE REGULATOR, SIZE PER RCV ~-DRIP SYSTEM WYE FILTER, SIZE PER RCV l!iliii' I if -,1,-111-=! 1== . I 11 i,, PVC PIPE,-__ ,,'--~~ AS LATERAL LINE, SIZE PER PLANS,TYPE PER LEGEND BRICK SUPPORTS, _j FOUR (4) REQUIRED LASCO #896 PVC UNION -~ SLIP X MIPT, SIZE PER RCV, TWO (2) PER ASSEMBLY LANDSCAPE FABRIC TO COVER THE BOTTOM AND SIDES OF VALVE BOX ELECTRIC REMOTE CONTROL---~ VALVE, SEE LEGEND FOR TYPE NOTE: I PLASTIC RECTANGULAR 'JUMBO' VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOO-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID. INSTALL A CH RI STY'S MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. FINISHED GRADE IN SHRUB AREAS VALVE NUMBER ID TAG, CHRISTY'S MODEL ID-STD-P1 ~----RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 ,lL__,__:::;----24" WIRE LOOPS AND GPH GDBRY6 WATERPROOF WIRE CONNECTORS SCH. BO PVC 90" ELL FITTING' PVC MAINLINE PIPE' "--TAPE WIRES TO RISER USING BLACK ELECTRICAL TAPE PVC MAINLINE PIPE RISER', LENGTH AS REQUIRED SCH. 80 PVC TEE OR 90" ELL FITTING ON MANIFOLD MAINLINE, SIZE AS 2" X RCV X RCV (TEE) OR 2" X RCV (ELL) • ABOVE INDICATES SIZE PER RCV '--3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX. SECTION VIEW-N.T.S. ® DRIP REMOTE CONTROL VALVE CARLSBAD MUNICIPAL WATER DISTRICT COUNTY OF SAN DIEGO Department of Environmental Health Land and Waler Quality Division I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN DATE GLENN LEEKS DATE: DISTRICT ENGINEER Environmental Health Specialist sweeneu + associates ~ IRRIGATION DESIGN P.,ND CONSULTING 38730 Sky Canyon Drive, Suite C Murrieta, Ca 92563 e: info@sweeneyassoc.com t: (951) 461-6830 w: www.sweeneyassoc.com f: {9S1) 461-6850 ~-~11111 DGA planning I architecture I interiors 550 Ellis Street, Mountain View, CA 94043 20 I Filbert Street, 3rd Floor, San Francisco, CA 94133 2550 Fifth Avenue, Suite I 15, San Diego, CA 92103 I 720 8th Street, Sacramento, CA 9581 I CONSULTANTS Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONT ACT: GREG LANG landscape Architect 650-943-1660 415-477-2700 619-685-3990 916-441-6800 SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST SAN DIEGO, CA 92110 TEL: 619.681.0090 CONTACT: LEIGH KYLE OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT STAMP 4 3 2 NO. CARLSBAD, CA 92008 SDP SU BM ITT AL #3 SDP SU BM ITT AL #2 SDP SUBMITTAL# I PRELIMINARY REVIEW DESCRIPTION 10/25/2018 09/13/2018 07/31/2018 05/21/2018 DATE IRRIGATION DETAILS ll.5 DATE PREPARED: 10/24/2018 w CITY OF CARLSBAD ~ SITE DEVELOPMENT PLAN 7 7 IONIS PHARMACEUT1CALS OOl#B£NCE CSJ1~ I ENGINEER OF WORK: I DWN BY: DATE: CHKD BY: RVWD BY: STAINLESS STEEL-----u FLIP TOP LID, SHOWN IN OPEN POSITION CONTROLLER STAINLESS STEEL 16" \MOE TOP-ENTRY CONTROLLER ENCLOSURE NEMA 3R RAINPROOF RATED CONTROLLER ENCLOSURE DIMENSIONS WHEN CLOSED: 38"H X 16"Wx 15.5"0 POWER SIMTCH ___ _,, AND RECEPTACLE FINISHED---- GRADE FILL BASE OF _ - QUICKPAD IMTH . 111 PEA GRAVEL TO 11 :::;LJL----WJ TOP OF BASE UNIT /! I COMPACTED___/ ' SITE SOIL 1 1/4" PVC CONDUIT/ SWEEP FOR ELECT. SERVICE 1" PVC CONDUIT/SWEEP FOR ET GAGE IMRES • 1" PVC CONDUIT/SWEEP--~ FOR TELEPHONE LINE • ~--DUAL HYDRAULIC PISTONS TO SUPPORT LID IN OPEN POSITION FOR ACCESS ~--RAIN SENSOR INSIDE A STRONGBOX RGVRSS ENCLOSURE. IMRE TO CONTROLLER ~--TERMINAL STRIP FOR REMOTE CONTROL VALVE IMRE CONNECTION ~---STAINLESS STEEL, U.L. LISTED, PREDRILLED. REMOVABLE BACKBOARD. REMOVABLE FRONT PANEL NOT SHOWN ~-STRONGBOX QUICKPAD ENCLOSURE MOUNTING PAD IMTH PREFORMED ALUMINIUM PAD, PLASTIC BASE AND ALL STAINLESS STEEL HARDWARE l!'!-----'"il l I~ \';!f----'=,l CONDUITS LISTED IMTH AN • SHALL ONLY BE INSTALLED IF EQUIPMENT IS SPECIFIED ~;;;;;;~--11/4" PVC CONDUIT/SWEEP FOR COMMUNICATION CABLE TO OTHER CONTROLLERS• ~----3" PVC CONDUIT/SWEEP FOR CONTROL WIRES TO VALVES ~-----11/4" PVC CONDUIT/ SWEEP FOR GROUND IMRE ~---------1" PVC CONDUIT/SWEEP FOR FLOW SENSOR/MCVIMRES • SECTION VIEW-N.T.S. @Cll?!'l"Jtl :i:,;+ Sw=OJ' t Asmmi. Ii:.,, @ CONTROLLER ASSEMBLY "1 i 1: . :in~. :1 :::..\:.} i~ ~~ii~~iri:LusT ~1-11=_"_'1_1 -{'1~_, ~-" If lj --~-•,. -i r MAINLINE PIPE----~ I 11:: ~ n-·•·~1~ I~ =111 ·111~,,1..c -•~r ,= ,_1 ~_I 1, ~ UNDISTURBED SOIL rt I I~ 45 DEGREE ELL THRUST BLOCKS TO BE 1 CUBIC FT OF CONCRETE WRAP PLASTIC FITTINGS USING BLACK PIPE TAPE ALL CONCRETE TO BE PORTLAND CEMENT 420-C-2000 'T r· lL 'I I : @ THRUST BLOCKS TEE 90 DEGREE ELL ----CONCRETE THRUST BLOCK, TYPICAL -MAINLINE PIPE ----UNDISTURBED SOIL PLAN VIEW-N.T.S. NOTE: ~---------FINISHED GRADE IN TURF AREAS ~Ill lite 111 111 I ]T~II~ =!11=11 I. PLASTIC 10" ROUND VALVE BOX IMTH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOG-KIT. HEAT BRAND "GRD" ONTO LID. FINISHED GRADE IN SHRUB AREAS =i'-li== t+----------5/8" X 96" COPPER CLAD GROUND ROD INSTALLED INTO COMPACTED SITE SOIL PRIOR TO SETTING BOX ~-T--~--- t~--------GROUND ROD MUST BE LOCATED A MINIMUM OF TEN (10) FEET FROM THE IRRIGATION CONTROLLER ~---------BARE #6 COPPER GROUND IMRE FROM CONTROLLER CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT AND SPECIFICALLY PRIOR TO THE INSTALLATION OF ANY GROUNDING RODS. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG. EACH CONTROLLER SHALL HAVE A MINIMUM OF ONE (1) GROUND ROD INSTALLED. GROUND ROD SHALL BE INSTALLED A MINIMUM OF TEN (10) FEET AWAY FROM THE IRRIGATION CONTROLLER OR ANY CONTROL IMRE PATH. • . . SECTION VIEW-N.T.S. @~l:D17S.-,,t.......,..lr=. @ GROUNDING ROD NOTE: 1--------LOWVOLTAGE IMRES, 3 MAXIMUM ~------WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE "'9i===!i=l"=r/!=>--------CLOSE TUBE LID AFTER IMRE IS INSERTED INTO TUBE rrr-------POLY TUBE PRE-FILLED WITH 100% SILICONE WATERPROOF GEL ~--LOCK TABS PREVENTIMRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR. IMRES SHALL BE PRE-STRIPPED OF 1/2" OF THE ,=",""", INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TIMST CONNECTOR ONTO IMRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS IMRE CONNECTOR SHALL BE A GPH IRRIGATION GDBRY6 DIRECT BURY SPLICE KIT. Kli SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A 100% SILICONE WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PRE-FILLED IMTH GEL. SECTION VIEW-N.T.S. (5/) WIRE CONNECTION ···----,-,--------------------------- -FINISH SOIL GRADE ~-UNDISTURBED SITE SOIL =111 A .... ·:·.: .B ·.• :· . .· .· C. ,-H-1---1---CLEAN, COMPACTED BACKFILL SOIL, 1-1 . . . . . SEE SPECIFICATIONS : I I I I ..... ~· .. · •• 1 .. ,"::._.l.i~fc-.l't';-:--'ti~jj:r---~~~!ii~i~ti]tE;:f~i:~:tL~~~E 111 ·".--..... /,--,---tc,-.-,-t-t-t---+--IRRIGATION PRESSURE MAINLINE ,-1 · <. · c-· i-. . ..-c. ·Cf==t+!~--LOW VOLTAGE CONTROL VVlRES, i 11 [_,, .. ,.,._,,. ..... ,,_,,, . j:J_D: IN CONDUIT IF SPECIFIED ON LEGEND I I J.S'=rrte===f-rr=~>rr"t'==l=n'i==--:J,=~=-t+l.::,....--cLEAN so1L PIPE BEDDING, SEE CHART .111." . ;-_ .. PIPE SIZES A SIZES 3/4" TO 2 112" 12" SIZES 3" AND 4" 18" SIZES 6" AND LARGER X NOTE: ~--------SEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART B C D 18" 18" 4" 24" 24" 4" 30" 24" 6" • ' . CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG. SECTION VIEW-N.T.S. @ PIPE INSTALLATION NOTE: NOTE: 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE OR DRIP ASSEMBLY TO FACILITATE SERVICING OF THE VALVE OR EQUIPMENT. 2. SET RCV AND VALVE BOX ASSEMBLY IN GROUND COVER OR SHRUB AREAS WHERE EVER POSSIBLE, VALVES IN TURF AREAS TO BE APPROVED BY LANDSCAPE ARCHITECT. 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO ADJACENT PAVING EDGE. 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT THE COLLAPSE AND/ OR DEFORMATION OF VALVE BOXES. 5. BOX LOCATIONS SHALL BE STAKED IN THE FIELD PRIOR TO MAINLINE INSTALLATION FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT. BALL VALVE BOX, TYPICAL QCV BOX, TYPICAL . . . VALVE BOXES SHALL BE INSTALLED IN SHRUB AND GROUND COVER AREAS. NO VALVES SHALL BE INSTALLED IN TURF AREAS IMTHOUT PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT. PLAN VIEW -N.T.S. @ VALVE BOX LAYOUT ·., ... , . 4 <·. 1-: • : • • • , 4 . 4 -PAVING, SEE SITE PLANS .. 4, . .. . .... ., 1-1 -....-UNDISTURBED SITE SOIL 111 . · ... · . .... . .· .... ·. ··. . >--.--f'M'..C.."i----~~~~~~~~~:~~ i~M~i~~~ 1i1L 1111 1 . r . ~ ~~:--.~B--i:... :-"!"1"~· .;':· le". ~~ITtt~--~~%~7N~ig~~;~;A~i~:~F ~~~ I I ·. •···~ ·.·.·.·. . • -~~ll~~~~NA~~~::~~l~~~/:~E~~INLINE ,.--+->---+---+---IRRIGATION MAINLINE IN SLEEVE i--"--"-f=-+-1-!=---LOWVOLTAGE CONTROL IMRES, OR CONDUIT, IN SLEEVE 11111 <. i-11:1·•.······ ffi '=r.· •. ~~~-· 1 e===a.¥rll 11'" l ~--------SEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART PIPE SIZES A B C D ALL SIZES UNDER PEDESTRIAN PAVING 12" 24" 24" 4" ALL SIZES UNDER VEHICULAR PAVING 24" 36" 36" 6" NOTE: CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG. SLEEVES SHALL BE TIMCE THE DIAMETER OF THE PIPE OR IMRE BUNDLE CARRIED IMTHIN, EXCEPT WHEN USING BELLAND GASKET PIPING WHERE MAINLINE SLEEVES SHALL BE 2.5 TIMES THE SIZE OF THE PIPE. SLEEVES SHALL EXTEND 12" PAST THE EDGE OF PAVING INTO THE PLANTER. @ SLEEVE INSTALLATION 6'-0" 48" NOTE: 1. TWO MINIMUM PER SITE DESIGN NOTES: 20" 9" 1/2" CAUTIO,~:+- RECYCLED WATER SEO FOR IRRIGATION DO NOT DRINK CUIDADO AGUA RECLAMADA UNICAMENTE PARA REGAR PROHIBO TOMAR 1. 2" SQ. ALUMINUM TUBE PAINTED TO MATCH FRAZEE "ORANGE PEAL" 2. FINISH GRADE 3. CONCRETE FOOTER 4. 9"x14"x1/8" ALUMINUM PAINTED TO MATCH PURPLE PMS #266 5. HP WHITE VINYL GRAPHICS 0 RECYCLED WATER SIGN SECTION VIEW-N.T.S. 3" 1'-2" 4 SECTION VIEW-N.T.S. ©~l'Ol+S.,-yo\~k CARLSBAD MUNICIPAL WATER DISTRICT COUNTY OF SAN DIEGO Department of Environmental Health Land and Water Quality Division I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN DATE GLENN LEEKS DISTRICT ENGINEER Environmental Health Specialist DATE: sweeney + associates IRRIGATION DESIGN AND CONSULTING 38730 Sky Canyon Drive, Suite C Murrieta, Ca 92S63 e: info@sweeneyassoc.com t: {951) 461-6830 w: www.sweeneyasaoc.com f: {951) 461-6850 ~-~11111 DGA planning I architecture I interiors 550 Ellis Street, Mountain View, CA 94043 20 I Filbert Street, 3rd Floor, San Francisco, CA 94133 2550 Fifth Avenue, Suite 115, San Diego, CA 92103 1720 8th Street, Sacramento, CA 9 58 I I CONSULTANTS Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect 650-943-1660 415-477-2700 6 I 9-685-3990 916-441-6800 SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST SAN DIEGO, CA 92110 TEL: 619.681.0090 CONTACT: LEIGH KYLE OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 STAMP 4 SDP SUBMITTAL#3 10/25/2018 3 SDP SUBMITTAL #2 09/13/2018 2 SDP SUBMITTAL# I 07/31/2018 PRELIMINARY REVIEW 05/21/2018 NO. DESCRIPTION DATE IRRIGATION DETAILS l2.6 DATE PREPARED: 10/24/201B CITY OF CARLSBAD SITE DEVELOPMENT PLAN ~ ~ I ENGINEER OF WORK: DATE: OWN BY: CHKD BY: __ _ RVWD BY: 3/8" DIA. PEA GRAVEL SUMP (MIN. 1/2 CU. FT.) PVC SCH. 40 SOLVENT WELD FITTINGS MAINLINE BALL VALVE WITH 3/4" FEMALE THREAD I I L - 3/4" x 1/4" BRASS THREADED BUSHING WITH 1/4" CAPPED OUTLET PURPLE COLOR VALVE BOX -AND LID. (SEE SPECS) -~ -I MAINLINE, ~ SEE PLANS FOR SIZE -7 L.L------1------------~ i BRICK SUPPORTS ON I I COMPACTED UNDISTURBED SUBGRADE (MIN. OF FOUR PER BOX) PVC SCH. 40 SOLVENT WELD FITTINGS PLAN VIEW-N.T.S. 0 CROSS CONNECTION TEST STATION ., r FINISH GRADE 3" WIDE METALLIC MARKER TAPE "ALERTLINE" PURPLE LATERAL NON-PRESSURE RECYCLED WATER PIPE FROM IRRIGATION HEAD TO IRRIGATION HEAD. WHENEVER THE LINES CROSS THE POTABLE PIPE NO SLEEVE IS REQUIRED. f~------POTABLE WATER LINE 12"_,_ ____________ 12" MINIMUM CLEARANCE (TYPICAL) , , 0 ~--------RECYCLED PRESSURE MAINLINE AND SLEEVE NOTE: WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS, THE RECYCLED LINES SHALL BE INSTALLED BELOW THE POTABLE LINE IN A CLASS 200 PURPLE COLORED PVC SLEEVE, THE SLEEVE SHALL EXTEND 5-FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 10 FEET. SECTION VIEW-N.T.S. ©~12ll14S-..,&/al<iot.s,L,c. @ POTABLE SERVICE LINE CROSSING ~··------~-------- / ,-----RECYCLED WATER METER rY-STRAINER s FLOW DIRECTION r----MASTER VALVE ,--FLOW SENSOR rBALLVALVE BV RM 1----~-PR f--------, MV >--F S f--~--1 T ----/ V NOTE: PRESSURE REGULATOR J IF SPECIFIED ON LEGEND - CROSS CONNECTION J TEST STATION TEST STATION HAS TO BE DOWNSTREAM OF THE METER AFTER A MASTER VALVE ® CROSS CONNECTION TEST STATION LAYOUT SIDEWALK----~\ .----,----METER BOX WITH METER CURB-----, I /24" I I ~~~~:,;ss,:,sssp::ss:::,~: .. ;ss,":;t==_=o=;p_=:_ ____ _ POTABLE SERVICE LINE ---------1 12" MINIMUM J 10' MINIMUM WATER IRRIGATION MAINLINE WITH SLEEVE / RECLAIMED WATER IRRIGATION MAINLINE WITH SLEEVE--------_, NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM THE POTABLE MAINLINE IN THE STREET. POTABLE MAINLINE CROSSING NOTE: STREETSURFACE ---------, 11//////////////////// ~1/l 3.5" POTABLE WATER MAINLINE7 MINIMUM REQUIRED ! -----------VERT! CAL SEPARATION----------I-12" RECYCLED WATER IRRIGATION / MAINLINE IN SLEEVE~ (1) ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN THE "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS WATER DISTRICT' RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS OCTOBER 1993. SECTION VIEW-N.T.S. POTABLE SERVICE LINE CROSSING CARLSBAD MUNICIPAL WATER DISTRICT COUNTY OF SAN DIEGO Department of Environmental Health Land and water Quality Division I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN DATE GLENN LEEKS DATE: DISTRICT ENGINEER Environmental Health Specialist . , sweeney + assoc1aces IRRIGATION DESIGN AND CONSULTING 387~0 Sky Canyon Drive. Suite C Murrieta, Ca 92563 e: info@;weeneyossoc.com t: {951) 461-6830 w: www.sweeney~HOC.com f: {9511 461-6850 MIDI SOP 20IHJ0/2~ TN (MS) 20l8-()(J(JfJ ~-~11111 DGA planning I architecture I interiors 550 Ellis Street, Mountain View, CA 94043 20 I Filbert Street, 3rd Floor, San Francisco, CA 94133 2550 Fifth Avenue, Suite I I 5, San Diego, CA 92103 I 720 8th Street, Sacramento, CA 958 I I CONSULTANTS Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect 650-943-1660 415-477-2700 619-685-3990 916-44 I -6800 SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST OWNER STAMP 4 3 2 I NO. SAN DIEGO, CA 92110 TEL: 619.681.0090 CONTACT: LEIGH KYLE IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SDP SUB MITT AL #3 SDP SUBMITTAL #2 SDP SUBMITTAL #I PRELIMINARY REVIEW DESCRIPTION IRRIGATION DETAILS 10/25/2018 09/13/2018 07/31/2018 05/21/2018 DATE l2.7 DAlE PREPARED: 10/24/2018 CITY OF CARLSBAD SITE DEVELOPMENT PLAN IONIS PHARMACEU11CALS I ENGINEER OF WORK: I DWN BY: DAlE: CHKD BY: ---------~=~--. RVWD BY: ---~ -· --- EXISTING PLANT LEGEND ✓---, I \ I , I \ I \ I ..... __ ... EXISTING TREE TO REMAIN (74) ,x--,, I I \ I , __ EXISTING TREE TO BE REMOVED (70) EXISTING TREE TYPES CF CORYMBIA FICIFOLIA LC LOPHOSTEMON CONFERTUS PR PLATANUS RACEMOSA QE QUERCUS ENGELMAN!! PH PINUS HALEPENSIS KB KOELREUTERIA BIPINNATA EXISTING PLANTS @ ABELIA GRANDIFLORA Kv;, l ECHIUM CANADENSIS 0 HETEROMELES ARBUTIFOLIA f~,,,;,;,,,;i MYOPORUM PARVIFOLIUM ., PHORMIUM TEN AX 'ATROPURPUREUM' ® RHAPHIOLEPIS INDICA ROSMARINUS OFFICINALIS -------- WHIPTAIL LOOP . . ;_::~:e:}~;:.:;~.;,~:.:.:.:r;~'.::~::_:;~;:~-::_::c:'.~~~~~:'.'.';·~:~·::.~~~:· .·.·.~·:;,':··o,!' • •,;;,--:-~:•.-:'.;:'~'.{J'.?".':__.,.,......,,,,,..,=~•:''.:':.••.::·,c• ,-r,i:1< /,4"Tci ~ I , E , ,l \ : : ,, ' : / 0 0.. ·----I fi --._ / QE \·····-·---·"·· ....... . •.J ' I I \~-----······l------·· 0 .... 7 .. -?oE·\ 1 l , J \ I ..... __ ... , I I . ······· ······· I "···",,-,-,w.·.·.-...-.•.<·•.,.,• 1/·--········ . ; I ',. ·•····•·· . •,:,, ,' _,. .. •• -~~ '"---.. .. •-, ..................... . 40' 20' o· 40' ~-~11111 DGA planning I architecture I interiors 550 Ellis Street. Mountain View, CA 94-043 650-943-[660 201 Filbert Street.3rd Floor.San Fran~i;~o.CA 94133. 4l5-477-2700 2550 Fifth Avenue, Suite 115,SanDiega, CA 92 I 03 .619-685-3990 1720 8th Street. Sacramento, CA 95811 916-441-6800 CONSULTANTS Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST SAN DIEGO, CA 92110 TEL: 619.681.0090 CONTACT: LEIGH KYLE OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 STAMP 4 SDP SU BM ITT AL #3 10/25/2018 3 SDP SUBMITTAL #2 09/13/2018 2 SDP SUBMITTAL #I 07/31/2018 I PRELIMINARY REVIEW 05/21/2018 NO. DESCRIPTION DATE EXISTING PLANTING PLAN ll.OA DATE PREPARED: 10/24/2018 L_gzJ ~ CITY OF CARLSBAD SITE DEVELOPMENT PLAN 0 7 JONIS PHARMAcamcALS COlfi!!:RE!NCE CENTER I ENGINEER OF WORK: I OWN BY: DATE: CHKD BY: RVWD BY: WHIPTAIL LOOP --' ----~, ----... ._.,..,,,~.-, :.--... ;,:::.,. ~-., ' \_ \ .. _ \ ' ". c,,,,,,.,,.,s, "-' .... ·-,. ...... . "'""'' __ · -- WATER USE LEGEND SYMBOL WATER USE iRRIGA TION TYPE SF 1111 I 11111 LOW DRIP 22,899 SF t .. · .. -:1 LOW OVERHEAD ROTOR ............. 73,007 SF ....... ....... ~ ~ VERY LOW-TREE BUBBLERS 640SF ® MODERATE -TREE BUBBLERS 1,088 SF • HIGH -TREE BUBBLERS 128 SF ... MEDIUM -VINE DRIP 272SF MEDIUM DRIP 3,214 SF ~ HIGH WATER FEATURE 176 SF NOTE: 1. ALL PLANTING AREAS SHALL BE IRRIGATED Wl1H RECYCLED WATER. 2. IRRIGATION ZONES WILL BE ORGANIZED TO MAINTAIN GROUPINGS OF NO MORE 1HAN ONE-DEGREE OF SEPARATION OF WATER USE CATEGORIES. 3. EACH TREE AND VINE ACCOUNTS FOR 16 SF OF SURFACE AREA. 4. SEE IRRIGATION SHEET L2.3 FOR WATER USE CALCULATIONS. WATER CONSERVATION AND PLANTING FEATURES: THE SITE DESIGN UTILIZES A LOW-WATER MIX OF NATIVE AND ADAPTED VEGETATION WHICH TIES INTO THE EXISTING CAMPUS AND THE SURROUNDING HILLSIDE PLANT COMMUNITIES. PLANTS ARE ZONED BY WATER USE AND FUNCTION TO ENHANCE SITE FUNCTIONS AND TAKE ADVANTAGE OF THE SITE TOPOGRAPHY. BIO-FILTRATION BASINS AND A TREE WELL ARE INCORPORATED INTO 1HE OVERALL SITE DESIGN TO IMPROVE WATER QUALITY AND TAKE ADVANTAGE OF SEASONAL RAINS AS A SITE FEATURE. TREES BECOME A FRAMING AND ORIENTATION FEATURE. BIRCH TREES AT 1HE SOU1HERN EDGE FRAME THE BUILDING ENTRY AND EXTEND THE BIO-SWALE PLANTING OF 1HE ADJACENT CAMPUS. A MIX OF EVERGREEN AND DECIDUOUS TREES PROVIDE SHADE AND A SENSE OF ENCLOSURE TO THE COURTYARD SPACE. DRIFTS OF TREES BREAK DOWN 1HE SCALE OF THE PARKING AREA BY CREA TING DISTINCT ZONES WITHIN THE SITE. "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 1HIS PLAN IN COMPLIANCE Wl1H 1HOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY 1HAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER" SIGNATURE DATE DGA ~-~11111 planning I architecture I interiors 550 Ellis Street, MoontainView,CA 94043 650-943-1660 20 I Filbert Street.3rd Floor, San t'rancisco. CA 94133 415-477-2700 2550 FifthAV€nue,Suite US.San Die~o,CA 92103 619-685-3990 ~---------------1 no Sth Street. Sacramento, CA 95SI I 916-441-6800 CONSULTANTS OWNER STAMP 4 3 2 NO. Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST SAN DIEGO, CA 92110 TEL: 619.681.0090 CONTACT: LEIGH KYLE IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SDP SUBMITTAL #3 SDP SUBMITTAL #2 SDP SUBMITTAL #I PRELIMINARY REVIEW DESCRIPTION 10/25/2018 09/13/2018 07/31/201B 05/21/2018 DATE WATER CONSERVATION PLAN l3.0B [grJ 1 DATE PREPARED: 10/24/2018 CITY OF CARLSBAD [m SITE DEVELOPMENT PLAN 7 JONIS PHARMAcamcALS cotfi:fENCE CEM"ER I ENGINEER OF WORK: I OWN BY: DATE: CHKD BY: RVWD BY: 111111111 111111 111111 MATCHLINE 111111 ---!lllllE! --SEE SHEET L3.1B ,;-· [ 1@:.: PLANT LEGEND TREE PLANTING BETULA NIGRA 'HERITAGE' • LOPHOSTEMON CONFERTUS PLATANUS RACEMOSA ---:1·--- .J - .. ' 0 ,,,..,,,.-----........ , ' , ' I \ I \ I \ I I I E I I I I I \ I \ I \ I ' , ........... .,,..,"' ----- / .,f- /" /? / .,, / / / QUERCUS AGRIFOLIA .f CHILOPSIS LINEARIS 'BUBBA' -.... , EXISTING TREE, PROTECT IN PLACE / / /. /, /. / ., ,, / / / ' / / / / / BIOSWALE PLANTING MATRIX PLANTING ® , / / _/ ~._ ..... \ .. / ,; h;,/ / ,, •' CASCADING SHRUB ..:-- .-,,r / f❖-'" / GROUNDCOVER/SHRUB MEDIUM SHRUB / / , , / / / / / / / / / ' . ' ' ' ' '· •,. ' ACCENT PLANTING \ '\ ' ' • ' ·--~< LARGE SHRUB ACCENT >30" ACCENT <30" / , .. ,.f;>f ✓-- _,;,,;;;:, ' ' . ' ' .. \ \ '• \ . ' ' \ ' ' VINE PLANTING EXISTING PLANTING ¾· ..... ~---'-·-· ·"% ---¾,. ·····>\; .... '\"~.-·-·'% ····¾·· --.'%, ... ~,--·- ¾·-···'».,·······¾· ····'-\:·······¾·-··-'% ··%··-···¾,----·¾····· ~-----.. '¾:···· ······"'«······'¾·······"'::······""«······· CLINGING VINE ,BOTTOM BASIN I I I I I -I I , I :, ) [ . OF - EXISTING PLANTING TO REMAIN 20' 10' o' 20· MN0R 9JP ZollHXII TN (MSJ 20IJ-{J(J(JfJ ~-~11111 DGA planning I architecture I interiors 550 EJ[is Street, Mountain View. CA 94043 201 Filbert Street, 3rd Floor, San Francisco, CA 94133 2550 FifthAvenue,Suite 115.SanDiego,CA 92103 1720 8th Street, Sacramento.CA 958 I I CONSULTANTS Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259,8212 CONTACT: GREG LANG Landscape Architect 650,943-1660 415-477-2700 619-685-3990 91 6-441-6800 SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST OWNER STAMP 4 3 2 NO. SAN DIEGO, CA 92110 TEL: 619.681 0090 CONT ACT: LEIGH KYLE IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SDP SUBMITTAL #3 SDP SUBMITTAL #2 SDP SUBMITTAL#! PRELIMINARY REVIEW DESCRIPTION 10/25/2018 09/13/2018 07/31/2018 05/21/2018 DATE PLANTING PLAN (WEST) lJ.IA DAlE PREPARED: 10/24/2018 ~ CITY OF CARLSBAD LlZJ SITE DEVELOPMENT PLAN '2 7 IONIS PHARMACELmCALS OOlfi!fRS\fCE CENTER I ENGINEER OF WORK: I DWN BY: DAlE: CHKD BY: RVWD BY: SEE SHEET L3.1A f -----------• -- /. MEDIAN AND CUL-D.E-SAC IMPROVEMENTS WILL BE. PROCESSED AS A SEPARATE PROJECT. .-'.' ,.,,. ,; , ···· ...... . ... _._,::,_ ,// MATCHLINE . ( .+- .,.,· • I ! ; --r--. PLANT LEGEND TREE PLANTING BETULA NIGRA 'HERITAGE' LOPHOSTEMON CONFERTUS PLATANUS RACEMOSA / : i / TREE WELL PER CIVIL DRAWINGS SIGHT DISTANCE---, TRIANGLE TYP. / PROPOSED RW -----ar"' IRRIGATION METER LINED BIORETENTION BASIN PER CIVIL DRAWINGS / , ,f ,• • I •/ , : r i TOP OF BASIN .:..J'-+---t:T'"7:-z71 , / I ------- BOTTOM OF BASIN 0 ------... , ' ,/' .... , I \ I \ I I I I I E I ' ' I I \ I \ I \ / ' / ' / ....... .,,.,,,. ----- QUERCUS AGRIFOLIA CHILOPSIS LINEARIS 'BUBBA' ,' ,, ' ,• ' \ '' _(JI\\\\,.-, .. EXISTING TREE, PROTECT IN PLACE ! ! \ ,,,-----. ', _.... \._ )iilililii,;..-, \ ! \ ' \ ! BIOSWALE PLANTING MATRIX PLANTING ! \ ' ! \ \ ' \ I ! ! ----' @ CASCADING SHRUB GROUNDCOVER/SHRUB MEDIUM SHRUB \ - \ ! ! \-.. \ \ l-··· \ \ \ I ! ! ! \ ACCENT PLANTING ' ' ' ' ·\ . .__~~( V ..,.-·, ' , .•. \. ,./ ··,,/\ ., "'>LINED BIORETENTION ' /'··' \ BASIN PER CIVIL \ \ \ \ ! .\-,. •' \ LARGE SHRUB ACCENT >30" ACCENT <30" ' ' ' ' ' DRAWINGS ·...__.,.. \ _..,... ..... _ ';\";op OF BASIN -----.7"--+c8"'~ , .._ ......_Y,0,-v,»>.-=,,•m.~ v,, .,,._ BOTTOM OF' "-~--'~-0· 'c·-----~;...,c;;o,.c;,;i,-.,;i BASIN i LINED BIORETENTION ~-;..+:~ccA-- ; BASIN PER CIVIL [DRAWINGS '-; TOP OF BASIN -.-.,.-•• -.,,-,-•• -.• -.. c=4i'~.,;, BOTTOM OF~----'-r':~ri""~"'-1 BASIN EXISTING STREET -'----'i'<K. ;;TREES WITHIN SITE i'~~'~:~~D z3~E T6° A .I HEIGHT OF 6' ABOVE . ADJACENT CURB -----•;" ··----'"·· / SIGHT DISTANCE TRIANGLE TYP • .► . t1 ·• .•11 . '1 j ,I I';,. 1 •• J ~i· Jr ' ... ,I' _j in N :::::J;---'--iic---;-~'I<. \'fftt41l L !, .• ·:··~F'.+'.·:·· .... :. I in --¼ N VINE PLANTING EXISTING PLANTING "\. '¼.. -·· '¾.'¾. -··'¾ ...... "l ····-'\.¾---. %·····% ···->::.:,··-·· ...... ················"··••« ¾-----·-'¾·······¾------¾,-·····¾ "'· ----~ --~ ... :,~,,:······~ ·····-¾-· L~······%··••·•'$.:c.······~···•··¾·•·••'¾ ., ·'····it=--/4 • CLINGING VINE EXISTING Pl ANTING TO REMAIN ;;! r r 0 0 "ti 20' 10' o· 20· I MINOR f:lDP 201f1lJII TN (MSJ !JQI-IZ(J(J9 ' l I ' ,------------------------~-------------------------; ~11111 ! ' ' ' ' ' ' PGA planning I architecture I interior~ ' ' ' ' ' ' ' ' ' ' ' ' p50 Ellis Street Mountain View.CA 94043 650-943-1660: . ' ;20.1 Filbert Street, 3rd Floor, San Francisco, CA 94133 415-477-2700: :25.50 Fifth Avenue, Suite I 15. San Diego, CA 9iio3 6 I 9-685-3990: :1720 8th St:neet,Sacramento,CA 9581 I 9H,-441-68QQ: L-----------------------------------------------------------------------J CONSULTANTS OWNER STAMP 4 3 2 NO. Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONT ACT: GREG LANG landscape Architect SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST SAN DIEGO, CA 92110 TEL: 619.681.0090 CONTACT: LEIGH KYLE IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SDP SUBMITTAL#3 SDP SUBMITTAL #2 SDP SUBMITTAL#! PRELIMINARY REVIEW DESCRIPTION 10/25/2018 09/13/2018 07/31/2018 05/21/2018 DATE PLANTING PLAN (EAST) ll.l B [g[] CITY OF CARLSBAD ls275 1 SITE DEVELOPMENT PLAN 3 JONIS PHARMACEUTICALS cow:&ENCE CENTEfl I ENGINEER OF WORK: I DWN BY: DATE: CHKD BY: RVWD BY: 0 PLANT LEGEND BOTANICAL NAME COMMON NAME SIZE QTY. TREE PLANTING SUCH AS: BETULA NIGRA 'HERITAGE' RED RIVER BIRCH 24" BOX 8 \\1\ljl/1 \ \ I/ '' /,, ' , ,' ,, -L0PH0STEM0N CONFERTUS BRISBANE BOX 15 GAL 5 • ---24" BOX 21 --,, ,' ,/ ,, / I \' 11, t I I I 1\\ PLATANUS RACEM0SA SYCAMORE 15 GAL. 20 24" BOX 15 36" BOX 7 QUERCUS AGRIF0LIA COAST LIVE OAK 15 GAL 9 24" BOX 12 36" BOX 9 48" BOX 1 --::;==---CHIL0PSIS LINEARIS 'BUBBA' DESERT WILLOW BUBBA 36" BOX 9 E EXISTING TREE, PROTECT IN PLACE SPECIES VARY BOTANICAL NAME COMMON NAME TYPE BIOSWALE PLANTING -RUSTIC MIX OF SOFT, LOOSELY MASSED UNDERSTORY PLANTING SUCH AS: PLANTING -90% COVERAGE ACHILLEA MILLEF0UUM CAREX PRAEGRACILLIS JUNCUS PATENS IVA HAYESIANA LEYMUS COND. 'CANYON PRINCE' COMMON YARROW CALIFORNIA FIELD SEDGE CALIFORNIA GREY RUSH HAYES IVA CANYON PRINCE WILD RYE PERENNIAL GROUND COVER GRASS-LIKE GROUNDCOVER GRASS MATRIX PLANTING-LOOSE DRIFTS OF NATIVE AND ADAPTED SHRUBS AND GROUNDCOVERS SUCH AS: ® 1 · . . . , . . l -:-:.~•=+:+: .. -:•:• -> .,, !-., ., ,_ ,. + • -:-+ + .,. .. + ., -.,. ·-.,· -~--'· 0 @ CASCADING SHRUB R0SMARINUS 'PR0STRATUS' PROSTRATE ROSEMARY GROUNDC0VER/LOW SHRUB -100% COVERAGE ACACIA REDOLENS 'LOW BOY° PROSTATE ACACIA ACHILLEA MILLEFOLIUM 'MOONSHINE' FERN LEAF YARROW AGAVE SHAWII SHAW'S AGAVE CEANOTHUS G. H. 'YANKEE POINT' YANKEE POINT CEANOTHUS CISTUS PULVERULENTUS 'SUNSEi MAGENTA ROCKROSE MYOPORUM PARVIFOLIUM CREEPING MY0PORUM R0SMARINUS 'PR0STRATUS' PROSTRATE ROSEMARY SALVIA LEUCANTHA 'STA. BARBARA' SANTA BARBARA SAGE SALVIA SPATHACEA VIGUIERA LACINA TA HUMMINGBIRD SAGE SAN DIEGO SUNFLOWER MEDIUM SCREENING PLANT (3-4' TALI.) -75% COVERAGE ERIOGONUM FASCICULATUM CALIFORNIA BUCKWHEAT MUHLENBERGIA RIGENS DEER GRASS RHAMNUS 'MOUND SAN BRUNO' COFFEEBERRY YUCCA RECURVIFOUA SOFT LEAF YUCCA LARGE SHRUB (6'+ TALL) ARBUTUS UNEDO 'COMPACTA' COMPACT STRAWBERRY TREE HETEROMELES ARBUTIFOLIA TOYON RHAMNUS CALIF0RNICA 'EVE CASE' COFFEEBERRY GROUNDCOVER SHRUB PERENNIAL SUCCULENT SHRUB SHRUB GR0UNDCOVER SHRUB FLWR SHRUB GROUNDCOVER PERENNIAL SHRUB GRASS SHRUB SUCCULENT LARGE SHRUB LARGE SHRUB LARGE SHRUB ACCENT PLANTING -STRIKING, FORMAL AND VIBRANT SHRUBS AND SUCCULENTS SUCH AS: ACCENT >30" -90% COVERAGE ALOE RUBROVIOLACAE HESPERAL0E PARVIFL0RA 'YELLOW' KALANCHOE ORGYALIS R0SMARINUS 'PROSTRATUS' ACCENT <30" -100% COVERAGE ALOE 'BLUE GLOW' ALOE X N0BILIS SALVIA CHAMAEDRYOIDES SEDUM NUSSBAUMERIANUM SENECIO SERPENS VINES -SCREENING VINES SUCH AS: CAMPSIS RADICANS FICUS PUMILA ARABIAN ALOE YELLOW YUCCA COPPER SPOONS PROSTRATE ROSEMARY BLUE GLOW AGAVE GOLDEN TOOTHED ALOE GERMANDER SAGE C0PPERTONE STONECROP BLUE CHALKSTICKS TRUMPET CREEPER CREEPING FIG PARTHENOCISSUS 'HACIENDA CREEPER' RANCHO VIEJO CREEPER EXISTING PLANTING 4---•~-'%---¾--~-¾ •••••."'\;::••••••""x••••••¾•••••••"¾••••••¾,•rn• '\'<;··· .... ~······"'::<.···-·-'¾<··-····¾·-----'%. . .-••"<:,······'¾,•«· .. %······~·······¾;-···· '<,,_'%, '""""""···'< EXISTING PLANTING TO REMAIN SEE NOTE #5 SUCCULENT SUCCULENT SUCCULENT GR0UNDCOVER SUCCULENT SUCCULENT GROUNDCOVER SUCCULENT SUCCULENT VINE VINE VINE MATURE SIZE WATER NEEDS EXPOSURE 40-50' X 40' HIGH FULL SUN 30-50' X 10-30' M0DREATE FULL SUN 40-50 X 20-30' MODERATE FULL SUN 20-70' X 20-70' VERY LOW FULL SUN 25-30' X 25-30' VERY LOW FULL SUN MATURE SIZE WATER NEEDS EXPOSURE O.C. SPACING SIZE: ASSUME 50% 1 GAL, 50% 5 GAL W/ BARK MULCH UNLESS OTHERWISE NOTED 1-2' X 2-3' LOW FULL SUN 24" 1' SPREADING MED FULL SUN 24" 1-2' X 1-2' LOW SUN OR SHADE 36" 1-2' X 6' LOW FULL SUN 48" 2-3' X SPRD LOW FULL SUN 36" SIZE: ASSUME 35% 1 GAL, 50% 5 GAL, 15% 15 GAL W/ BARK MULCH 2' X 4-8' LOW FULL SUN 48" 1-2' X 10-15' LOW FULL SUN 60' 1-2' X 2-3' LOW FULL SUN 24" 2-3' X SPRD LOW FULL SUN 36" 2-3' X 8-10' LOW SUN OR SHADE 48" 2-3' X 6-8' LOW FULL SUN 48" 6" X 9' LOW FULL SUN 60" 2· X 4-8' LOW FULL SUN 48" 2-3' X 3-5' LOW FULL SUN 36" 1-2' X 3-4' LOW LIGHT SHADE 36" 2-3' X 3-4' LOW FULL SUN 36" 3-4' X 3' LOW FULL SUN 36" 4-5' X 4-6' LOW FULL SUN 36" 3-4' X 8-12' LOW SUN OR SHADE 48" 6-8' X 6-8' LOW FULL SUN 36" 6-8' X 5-6' LOW FULL/PART SUN 60" 6-10' X 6-8' LOW SUN OR SHADE 60" 6-8' X 6-8' LOW SUN OR SHADE 60" SIZE: ASSUME 30% 1 GAL, 50% 5 GAL, 20% 15 GAL W/ ROCK MULCH 2-3' X 4-6' 3-4' X 4-5' 4-6' X 4-6' 2' X 4-8' 1-2' X 2-3' 1-2' X 1-2' 1-2' X 3-4' <1 X 2-3' 1' X 2-3' 30' 30' 30' LOW LOW LOW LOW LOW LOW LOW LOW LOW FULL SUN FULL SUN FULL SUN FULL SUN FULL SUN SUN OR SHADE SUN OR SHADE FULL SUN FULL SUN 36" 36" 36" 36" 30" 24" 36" 24" 36" SIZE: ASSUME 100% 5 GAL W/ BARK MULCH MED MED MED FULL/PART SHADE SUN OR SHADE SUN OR SHADE 15' 20' 15' --------·--------------~-' --------------------·---···----·---------- SLOPE PLANTING REQUIREMENT GUIDELINES: SLOPES 6: 1 OR STEEPER MUST COMPLY WITH THESE EROSION CONTROL MEASURES, DEPENDENT ON THE OVERALL VERTICAL HEIGHT DIFFERENCE OF THE AREA. ' 9 ,-~;;,,:;,_; .. .,_.,,'<'',;:, •. <,,',, . .;,.,,,<"=" ' : --~ ' ,.. --' . _, ___ .,,.----'. ' ;, .. ..:.---'C;. ' ' . .,,... ,-' \ ' ' ' ' (>V! • '/, < .,;9; d•iJ'.wh ~>,\ ,,\'\,: ' ',s'C!\ ! !( .. ;." , '>:_?~:¾· , \ ?flA!!Jt§\~~t~'J'f; \:~yif::-~ ~. / / '\-~<~-"'~~'f~, , ''J.,,_j' i l ~:~~~~~I\{~~;"' lj;;t~/t,Yiji,{~,~.\.·~,(,:;.(-,<~ \: ,-4"-<"-'~JJ:."'":..~c.',.'$: ... : ·"·••,•· , __ ... ..,""'$,;.:~rtt~:;r .. ,,; / ,,.._., .... ,;..,., , , = , ;v /'";.,..t, '->-~, (, / }~~~t,,:,;:'§'~l" -.v: :.///--./ i ., ! i J :<. l:,j~<--<~Y.." '•~~-:✓~~~,~~fl~'~\ .... ~t~ ''·••-~"~f•'}/ ' ' i ;, ·-•, .-' i .• -' _.' 'o/'<'>~-~.;;,,_,,-·-. ~::t?1 I • ..--,';,-,,\ '-\.;;,)._._;_-;,,~-, ~"-i ,)\\ •, .. ,,~,~~,,~l~\,h±0:i;/J~~I~~t:_··_,._,Ji:~;~il,i.ii~w) ., · · ..., .... -----, VERTICAL SLOPE AREA LEGEND ~ fflffl - SLOPES 6: 1 OR STEEPER WITH THREE FEET OR LESS OF VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM: STANDARD #1 SLOPES 6: 1 OR STEEPER WITH THREE TO EIGHT FEET IN VERTICAL HEIGHT REQUIRE: STANDARD #1, STANDARD #2, STANDARD #3 SLOPES 6: 1 OR STEEPER THAT EXCEED EIGHT FEET IN VERTICAL HEIGHT REQUIRE: STANDARD #1, STANDARD #2, STANDARD #3, STANDARD #4 100' SCALE SLOPES 6: 1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN HSALL BE TREATED WITH ONE OR MORE THE FOLLOWING PLANTING STANDARDS: A. STANDARD #1 -COVER CROP /REINFORCED STRAW MATTING: B. C. D. COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RA TE AND MANNER sumCIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMEND BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WIHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. STANDARD #2 -GROUND COVER ONE HUNDRED PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF ONE GALLON CONTAINERS) SHALL COVER A MINIMUM OF 70% OF THE SLOPE FACE (AT MATURE SIZE), STANDARD /14 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF ONE GALLON CONTAINERS) AT A MINIMUM RATE OF ONE PER TWO HUNDRED SQUARE FEET. WATER CONSERVATION AND PLANTING FEATURES: THE SITE DESIGN UTILIZES A LOW-WATER MIX OF NATIVE AND ADAPTED VEGETATION WHICH TIES INTO THE EXISTING CAMPUS AND THE SURROUNDING HILLSIDE PLANT C0MMUNlllES. PLANTS ARE ZONED BY WATER USE AND FUNCTION TO ENHANCE SITE FUNCTIONS AND TAKE ADVANTAGE OF THE SITE TOPOGRAPHY. BIO-FILTRATION BASINS AND A TREE WELL ARE INCORPORATED INTO THE OVERALL SITE DESIGN TO IMPROVE WATER QUALITY AND TAKE ADVANTAGE OF SEASONAL RAINS AS A SITE FEATURE. TREES BECOME A FRAMING AND ORIENTATION FEATURE. BIRCH TREES AT THE SOUTHERN EDGE FRAME THE BUILDING ENTRY AND EXTEND THE BIO-SWALE PLANTING OF THE ADJACENT CAMPUS. A MIX OF EVERGREEN AND DECIDUOUS TREES PROVIDE SHADE AND A SENSE OF ENCLOSURE TO THE COURTYARD SPACE. DRIFTS OF TREES BREAK DOWN THE SCALE OF THE PARKING AREA BY CREATING DISTINCT ZONES WITHIN THE SITE. NOTES: 1. WOODY SHRUBS SHALL BE PLANTED OVER HERBACEOUS GROUNDC0VER AREAS TO COVER A MINIMUM OF 60% OF THE GR0UNDCOVER AREA AT MATURE SIZE. 2. 3. 4. 5. ALL LANDSCAPE AREAS SHALL HAVE POSlllVE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM ALL STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. A MINIMUM OF 10% OF PARKING AREAS SHALL BE PLANTED. PARKING AREAS = 51,043 SOFT. PLANTING AREAS WITHIN PARKING = 8,860 SQFT. TOTAL PERCENTAGE OF PLANTING AREA > 16%. PLANTING AREAS ADJACENT TO BUILDING SHALL BE SLOPED TO DRAIN AT 2% MINIMUM AWAY FROM BUILDING. EXISTING SLOPE LANDSCAPING SHALL BE REFURBISHED, REPLACING AND DEAD/MISSING PLANTS AS APPROPRIATE TO MEET CITY OF CARLSBAD LANDSCAPE MANUAL REQUIREMENTS AND APPROVED DWG 415-9N 6. PARKING AREAS SHALL BE SCREENED FROM ADJACENT PROPERTY OR STREETS THROUGH THE USE OF PLANTING OR ANY COMBINATION OF PLANTING, MOUNDING, AND DECORATIVE WALLS. SCREENING ELEMENTS SHALL HAVE A TOTAL HEIGHT OF AT LEAST THREE (3) FEET . 7. ALL UTILITIES AND RETAINING WALLS SHALL BE SCREENED WITH PLANTING MNJII SDP /!DIB QOR TN (MS) l[JIB-(J(J(J{J ~-~11111 DGA planning I architecture I interiors 550 Enis Street, MoµntainVjew, CA 94043 20 I Filbert Street. 3rd Floor. San Francisco. CA 94133 2550 Fifth Avenue, Suite 115,.San Diego, CA 92103 1720 Btl, Street, Sacramento, CA 9581 I CONSULTANTS Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG landscape Architect 650-943-1660 415-477-2700 f,19-685-3990 916-441-6800 SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST OWNER STAMP 4 3 2 NO. SAN DIEGO, CA 92110 TEL: 619,681.0090 CONTACT: LEIGH KYLE IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SDP SUBMITTAL #3 SDP SUBMITTAL #2 SDP SUBMITTAL #I PRELIMINARY REVIEW DESCRIPTION PLANTING LEGEND 10/25/2018 09/13/2018 07/31/2018 05/21/2018 DATE l3.2 DATE PREPARED: 10/24/2018 ~ CITY OF CARLSBAD LgZJ SITE DEVELOPMENT PLAN 4 7 IONIS PHARMACEUTlCALS OOM=EFENCE CENTER I ENGINEER OF WORK: I OWN BY: DATE: CHKD BY: RVWID BY: ---------·--- PLANTING NOTES GENERAL REQUIREMENTS 1 IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL, IN THE OPINION OF THE OWNERS REPRESENTATIVE, THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. 2 ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE AS APPROVED BY THE OWNERS REPRESENTATIVE. CONTRACTOR SHALL ONLY INSTALL AS MANY PLANTS PER DAY AS CAN BE PLANTED AND WATERED ON THAT SAME DAY. 3 ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND SHALL IMMEDIATELY INFORM THE OWNERS REPRESENTATIVE OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. 4 PLANT MATERIAL QUANTITIES SHOWN ARE FOR CONVENIENCE ONLY. VERIFY COUNT AND PROVIDE NUMBER TO FULFILL INTENT OF DRAWINGS PRIOR TO ORDERING FROM NURSERIES. 5 PROTECTION OF EXISTING TREES, SHRUBS, AND GROUNDCOVER: A THE OWNERS REPRESENTATIVE SHALL IDENTIFY EXISTING TREES AND SHRUBS OF WHICH ARE TO BE PRESERVED WITHIN THE PROJECT LIMITS. PRIOR TO THE START WORK, THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH PLANT MATERIAL TO BE PRESERVED, RELOCATED, AND REMOVED. B ALL PLANTING TO REMAIN SHALL BE PROTECTED AT ALL TIMES FROM DAMAGE BY STAFF AND EQUIPMENT. WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO TREES AND ROOTS. EXCAVATION IN AREAS WHERE TWO (2) INCH AND LARGER ROOTS OCCUR SHALL BE DONE BY HAND. TUNNELING UNDER ROOTS 2 INCHES AND LARGER SHALL BE DONE AND ONLY DONE AFTER RECEIPT OF WRITTEN APPROVAL OF THE OWNERS REPRESENTATIVE. CONTRACTOR SHALL PAINT CUT ROOTS WITHIN 24 HOURS; WHERE THIS IS NOT POSSIBLE, KEEP THE SIDE OF EXCAVATION ADJACENT TO TREE SHADED WITH MOIST BURLAP OR CANVAS. ALL MINOR DAMAGE BY CONTRACTOR TO EXISTING TREES AND SHRUBS SHALL BE REPAIRED AT HIS EXPENSE BY A LICENSED TREE SURGEON OR OTHER APPROVED PERSONNEL. C DAMAGE TO A TREE OR SHRUB, WHICH RESULTS IN DEATH OR PERMANENT DISFIGURATION, SHALL RESULT IN THE CONTRACTORS COMPLETE REMOVAL OF SAID TREE OR SHRUB, INCLUDING ROOTS, FROM THE SITE. THE CONTRACTOR SHALL REPLACE THE TREE OR SHRUB AS ESTABLISHED BY THE OWNERS REPRESENTATIVE WITH ONE OF EQUAL VALUE AT HIS OWN EXPENSE, OR SHALL REIMBURSE TO THE OWNER THE COST OF SAID REPLACEMENT. THE OWNERS REPRESENTATIVE SHALL BE THE SOLE JUDGE OF THE CONDITION OF ANY TREE OR SHRUB. D ALL PLANTS TO REMAIN ON-SITE WILL BE IRRIGATED AS NECESSARY DURING THE ENTIRE CONSTRUCTION CONTRACT. DEEP WATER LEACHING 1 FILL IN ALL DEPRESSIONS, VOIDS, EROSION SCARS, OR SETTLED TRENCHES FINISH GENERATED BY THE DEEP LEACHING WITH CONDITIONED SOIL, LEAVING A FINAL GRADE SMOOTH AND EVEN. FINAL GRADES 1 MINOR MODIFICATIONS TO GRADE MAY BE REQUIRED TO ESTABLISH THE FINA!,, GRADES. 2 CLEAN ALL PLANTING AREAS TO A DEPTH OF TWELVE (12) INCHES, REMOVING ALL WEEDS, DEBRIS, ROCKS, OR OTHER DELETERIOUS MATTER 1 INCH DIAMETER OR LARGER FROM THE SITE. 3 ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING, AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING. 4 THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING GRADING AND PLANTING OPERATIONS. 5 CONTRACTOR SHALL COORDINATE ALL DRAINAGE WORK WITH ALL OTHER TRADES. ESTABLISHED SITE DRAINAGE SHALL BE MAINTAINED BY CONTRACTOR DURING ALL PHASES OF LANDSCAPE CONSTRUCTION. 6 FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS AND WALLS AND TOWARD DRAINS AND CATCH BASINS. 7 FINAL GRADES SHALL BE APPROVED IN WRITING BY THE OWNERS REPRESENTATIVE BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. PERCOLATION TESTING AND DRAINAGE 1 PER THE SPECIFICATIONS, SOIL PERGOLA TION TESTS SHALL BE PERFORMED BY FILLING TREE PLANTING PITS (SEE PLANS FOR APPROPRIATE SIZE OF THE TREE PIT) WITH WATER, WAITING 12 HOURS AND THEN COMPLETELY REFILLING. IF ALL THE WATER IS NOT ABSORBED WITHIN 12 HOURS OF THE SECOND FILLING IT HAS FAILED THE TEST. UPON FAILURE, CONTACT OWNERS REPRESENTATIVE FOR REMEDIAL MEASURES. 2 BID PRICE SHALL BE BASED ON TREE PLANTING PIT DETAILS SHOWN ON THE PLANS AND PER THE SPECIFICATIONS. WEED CONTROL 1 PRIOR TO PLANTING, ERADICATE WEEDS WITHIN THE LIMITS OF WORK IN THE FOLLOWING ORDER: A IRRIGATE TWICE EACH DAY FOR APPROXIMATELY 5 TO 10 MINUTES EACH WA TERI NG TIME (AS APPROPRIATE TO SITE CONDITIONS) FOR A PERIOD OF 30 CALENDAR DAYS. B APPLY POST EMERGENT HERBICIDE (SUCH AS ROUND-UP PRO) AS APPROVED BY THE OWNER AND PER A CALIFORNIA LICENSED PEST CONTROL ADVISOR AND ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS. TAKE CARE TO PROTECT EXISTING PLANT MATERIAL AND HARDSCAPE TO REMAIN AS SHOWN ON THE PLANS. C WAIT THE REQUIRED PERIOD FOR THE HERBICIDE TO TAKE EFFECT (APPROXIMATELY 7-14 DAYS). D PHYSICALLY REMOVE WEEDS DEAD OR ALIVE WITHIN THE LIMITS. 2 EXISTING NATIVE VEGETATION SHALL NOT BE IRRIGATED AND IRRIGATION RUN-OFF SHALL NOT SPREAD TO AREAS WITH EXISTING NATIVE PLANTS. SOIL CONDITIONING AND FERTILIZING 1 CLEAN, GRUB AND ROTOTILL ALL PLANTING AREAS TO A DEPTH EIGHTEEN (18) INCHES, REMOVING ALL WEEDS, DEBRIS, ROCKS, OR OTHER DELETERIOUS MATTER 1 INCH DIAMETER OR LARGER FROM THE SITE (UNLESS SPECIFIED OTHERWISE). THEN BLEND IN SOIL AMENDMENTS PER THE SPECIFICATIONS AND BASED ON THE SOILS REPORT. 2 PLANTER SOIL FOR RAISED PLANTER(S) SHALL BE IMPORTED TOP SOIL PER SPECIFICATIONS UNLESS OTHERWISE SPECIFIED. GENERAL PLANTING 1 PRUNING SHALL NOT BE DONE EXCEPT BY APPROVAL OF OWNERS REPRESENTATIVE. 2 PLANT LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, NOTIFY THE OWNER. EXPENSES FOR REPAIR OF DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. MINIMUM TREE SEPARATION DISTANCES ARE AS FOLLOWS: A TRAFFIC SIGNALS (STOP SIGNS) -20 FEET B UNDERGROUND UTILITY LINES -5 FEET C ABOVE GROUND UTILITY STRUCTURES -10 FEET D DRIVEWAY (ENTRIES) -10 FEET E INTERSECTIONS (INTERSECTING CURB LINES OF TWO STREETS) -25 FEET 3 ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHALL BE, IN ALL CASES, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. REFER TO THE SPECIFICATIONS AND PLANS FOR SPECIAL CONDITIONS SUCH AS STRUCTURAL SOIL. TREES, SHRUBS, AND VINES 1 EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED DOWN AROUND EACH ROOTBALL. 2 ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTER SETTLING THEY ARE 2 INCHES HIGHER THAN THE SURROUNDING FINISH GRADE UNLESS OTHERWISE NOTED IN THE PROJECT SPECIFICATIONS OR PLANS. 3 ALL PLANTS SHALL BE THOROUGHLY WATERED INTO THE FIULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. 4 TREES LARGER THAN 24 INCH BOX SHALL BE SPOTTED AND PLANTED WITH A ALL BOX TREES SHALL BE STAKED PER THE DETAILS UNLESS OTHERWISE NOTED IN THE PLANS OR SPECIFICATIONS. 5 ROOT CONTROL BARRIERS SHALL BE INSTALLED WHERE INDICATED ON THE PLANS OR WHERE TREE TRUNKS ARE LOCATED WITHIN FIVE FEET OF HARDSCAPE (OR CLOSER). INSTALL ROOT BARRIERS ADJACENT TO AND PARALILEL TO THE EDGE OF HARDSCAPE AND NOT ENCIRCLING ROOTBALL PER THE MANUFACTURERS INSTRUCTIONS FOR LINEAR APPLICATIONS. BARRIERS SHALL BE 10 FOOT MIN. LENGTHS AND THE STRIP SHALL BE CENTERED ON THE TREE TRUNK. PLANTING SOD TURF 1 SEE SPECIFICATIONS FOR LAWN AREA SOIL PREPARATION AND SOD INSTALLATION. HYDROSEED AREAS 1 SEE SPECIFICATIONS FOR HYDROSEED AREA PREPARATION AND INSTALLATION. MAINTIENANCE PERIOD 1 LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, AND ALL OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. 2 PLANT MATERIALS SHALL BE KEPT IN A HEALTHY, OPTIMUM GROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, MOWING, FERTILIZING, RESTAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEAN-UP AND ANY MAINTENANCE OPERATION NECESSARY TO INSURE A HEAL THY, VIGOROUS STAND OF PLANTS AT THE TIME OF FINAL INSPECTION. 3 SEE SPECIFICATIONS FOR APPLJCATION RATES FOR POST PLANTING FERTILIZER. 4 CONTRACTOR IS RESPONSIBLE FOR THE LANDSCAPE MAINTIENANCE FOR ALL PLANTED AND/OR IRRIGATED AREAS SHOWN ON THE PLANS FOR THE INITIAL 180-DAY MAINTENANCE PERIOD. PLANT AVAILABILITY 1 THE ACT OF PROVIDING A BID FOR THIS PROJECT ESTABLISHES THE CONTRACTORS UNDERSTANDING THAT THE PLANTS SPECIFIED HEREIN MAY BE UNUSUAL AND MORE DIFFICULT TO LOCATE THAN THE INDUSTRY STANDARD AND THAT THE CONTRACTOR AGREES TO THE FOLLOWING: A THE CONTRACTOR SHALL SEARCH FOR EACH PLANT SPECIFIED. LISTED BELOW ARE PLANT NURSERY SOURCES TO BE CONTACTED DURING THE CONTRACTORS SEARCH. IF ANY OF THE LISTED NURSERIES, OR ANY NURSERIES IN CALJFORNIA OR ARIZONA HAVE THE SPECIFIED PLANTS IN THE CONTAINER SIZES SPECIFIED, THE CONTRACTOR SHALL BE OBLIGATIED TO PURCHASE AND OBTAIN DELIVERY OF SAID PLANTS. B WITHIN TWENTY-ONE (21) DAYS AFTER AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT A PLANT UST WITH NURSERY SOURCES, PLANT QUANTITIES AND PLANT SIZES; PLANT LIST SHALL INDICATE ALL UNAVAILABLE PLANTS AND WHICH NURSERIES WERE CONTACTIED DURING CONTRACTORS SEARCH. (LANDSCAPE ARCHITECT SHALL SUGGEST PLANT SUBSTITUTION BASED UPON INFORMATION IN CONTRACTOR SUBMITTAL.) C UPON ACCEPTANCE OF CONTRACTOR PLANT LIST BY THE LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL SECURE PLANTS WITHIN FIVE (5) DAYS AND ARRANGE FOR DELIVERY FROM NURSERIES. NURSERY SOURCES ABC NURSERY AL TIMAN SPECIAL TY PLANTS ARBOR NURSERY AUSTRALIAN NATIVE PLANTS B & B NURSERYTOWN "BARON BROTHERS NURSERY, INC." BERYLWOOD TREE FARM "BIG TREES NURSERY, INC." BOETHING TREELAND FARMS BOTANICAL PARTNERS BRIGGS TREE NURSERY BUENA CREEK GARDENS CACTUS KING CALIFORNIA CACTUS CENTIER CAL-TOKYO NURSERY CEDROS GARDENS CHIA NURSERY CHOCOLA TIE MOOSE GROWERS CHOICE NURSERY CLAUSON NURSERY COASTAL ZONE NURSERY COLOR CONNECTION COLOR FARM CYCADS N PALMS DESERT THEATER II DESIGNED II DURLING NURSERY E&K GROUNDCOVER EL NA TIVO GROWERS ELLIS FARMS ENCINITAS GARDENS ENDANGERED SPECIES ETIERA-NORTHWEST HORTICULTURE FOUR SEASONS WHOLESALE FOXTAIL FARMS OF CALIFORNIA GANTIERS GOOD EARTH NURSERY GREELEE NURSERY GREEN MEADOW GROWERS GRIGSBY CACTUS GROWEST HEMET WHOLESALE NURSERY HERBAN GARDENS HINES FALLBROOK HORAKH NURSERY HORTUS HUNTERS NURSERY JUNGLE MUSIC KINGS RIVER NURSERY LAS PILITAS NURSERY MAGIC GROWERS MIRAMAR WHOLESALE -SAN DIEGO MIRAMAR WHOLESALE -LAKE FOREST MITSUWA NURSERY MOCKINGBIRD NURSERY MONROVIA NURSERY MOUNTAIN HERB CO. MOUNTAIN STATE WHOLESALE NURSERY NATIVE SONS WHL. NURSERY NIKERSON'S NURSERY NORMANS NURSERY ORANGE COUNTY NURSERY OTTO & SONS NURSERY PACIFIC WEST TIREE CO. PARDEE TREE NURSERY PARKWAY NURSERY (PALMS) PERENNIAL ADVENTURE PERFORMANCE NURSERY PIERGROSSI LANDSCAPE PRICES NURSERY & GARDEN RANCHO SOLEDAD NURSERY ROADRUNNER TREE FARM ROSELAND NURSERY SAKIOKA WHOLESALE NURSERY SAN MARCOS GROWERS SANTA CATALINA NURSERY SEATREE MIRAMAR SERRA GARDENS SHERMAN NURSERY SILHOUETTES OF THE DESERT SOLANA SUCCULENTS SOUTH COAST PALMS SUILIN AND WHITNEY ROBINSON SUNCREST NURSERIES SUNNY SLOPE "SWAN HILL NURSERY, LLC" THEODORE PAYNE FOUNDATION TIMBERLINE TREES TOMLINSON SELECT NURSERIES TREE OF LIFE NURSERY "TREE SOURCE, THE" UPPER CHASE NURSERY VALLEY CREST TREE COMPANY "VENTURA COUNTY NURSERY, INC." VILLAGE NURSERIES -ORANGE VILLAGE NURSERIES -DEL MAR W D YOUNG & SONS WALKER-VICE NURSERY WALTER ANDERSONS -SAN DIEGO WALTER ANDERSONS -POWAY WEIDNERS GARDENS WEST CIAST NURSERIES WESTERN CACTUS YASUDA TREE NURSERY (800) 654-8062 (760) 744-8191 (626) 357-4823 (805) 649-3362 (951) 926-1134 (805) 484-0085 (805) 485-7601 (760) 480-6889 (818) 883-1222 (760) 758-6181 (760) 727-2727 (760) 744-2810 (760) 753-6939 (626) 795-2788 (562) 208-9534 (858) 792-8640 (805) 684-3382 (619) 390-7159 (858) 481-4151 (760) 724-3143 (310) 457-3343 (951) 927-1331 (619) 727-8222 (760) 728-4874 (760) 940-8080 (714) 378-5360 (760) 728-9572 (760) 789-0924 (626) 969-8449 (760) 767-5234 (760) 753-2852 (909) 943-0990 (800)75E-TIERA (818) 700-0092 (619) 669-7242 (760) 758-8375 (760) 728-5177 (909) 629-9045 (760) 751-0793 (760) 727-1323 (714) 528-0761 (909) 652-2464 (760) 723-2967 (800) 258-6472 (760) 749-2108 (626) 792-8255 (619) 463-9341 (619) 291-4605 (559) 787-3073 (760) 749-5930 (80D) 640-6244 (858) 552-0658 (949) 951-7999 (800) 824-0564 (909) 780-3571 (760) 489-9203 (619) 445-8352 (800) 840-8509 (805) 481-5996 (760) 728-8379 (626) 285-9795 (800) 569-0169 (805) 524-2123 (559) 805-5859 (760) 630-5400 (760) 438-2988 (619) 660-9631 (805) 529-5446 (760) 598-4882 (760) 777-7325 (858) 756-3717 (760) 767-3310 (760) 728-8863 (714) 898-0345 (805) 683-1561 (760) 751-4035 (949) 951-7999 (31 o) 456-1572 (760) 471-9988 (760) 727-2935 (858) 259-4568 (760) 723-1354 (760) 758-3913 (800) 949-5064 (714) 632-5550 (623) 935-0545 (818) 768-1802 (626) 447-5690 (760) 727-2203 (949) 728-0685 (800) 594-9231 (951) 776-2868 (805) 524-3939 (805) 644-7677 (714) 279-3100 (858) 495-3233 (760) 347-7906 (619) 749-1615 (619) 224-8271 (858) 513-4900 (760) 436-2194 (760) 436-1252 (760) 726-1710 (619) 262-0555 ~-~11111 DGA planning I architecture I interiors 550 Ell.is Street, Mountain View, CA 94043 650-943-1660 20 I Filbert Street, 3rd Floor, San Francisco, CA 94133 415-477-2700 2550 FifthAvenue,Suite 115, San Diego; CA 92103 619-685-3990 I 720 8th Street, Sacramento, CA 958.i):--------'-91'--6-4---'-.4"-1--'-68:..:0..:.0 CONSULTANTS OWNER STAMP 4 3 2 I NO. Civil Engineer PASCO lARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858259.8212 CONTACT: GREG LANG Landscape Architect SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST SAN DIEGO, CA 92110 TEL: 619.681.0090 CONTACT: LEIGH KYLE IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SDP SUBMITTAL #3 SDP SUBMITT Al #2 SDP SUBMITTAL #I PRELIMINARY REVIEW DESCRIPTION 10/25/2018 09/13/2018 07/31/2018 05/21/2018 DATE PLANTING NOTES ll.3 DATE PREPARED: 10/24/2018 ~ CITY OF CARLSBAD ~ ~ SITE DEVELOPMENT PLAN ~ IONIS PHARMACEU11CALS COIFEfFIENCE CEN:□ i I ENGINEER OF WORK: I OWN BY: _________ _eD:,::,_ATE!.=:...: ___ CHKD BY: _ RVWD BY: :::l <( ~ 0 0 0:: X N .- PLAN <:O 2 X ROOTBALL DIRECTION OF PREVAILING WIND "--7 0 0 00 ,.,,.__ _____ ~ ~Cl ~ oX w<C >-::. z~ <( >- _j I CL C> "-- 0~ nw ,w N 0:: >- 'c,.,+----------t~~ ~ SECTION 2X ROOTBALL 1. TREE, LEVEL 0 SHRUB PER PLANTING PLAN ® SET ROOTBALL CROWN 1" ABOVE FINISH GRADE, AT EXISTING SLOPE LEVEL 0 MULCH PER SPECIFICATIONS 0 PLANT TABLETS PER SPECIFICAllONS 0 FINISH GRADE © PLANTING BACKFILL MIX PER SPECIFICA llONS 0 4" HIGH EARTH BERM AT EDGE OF PLANT PIT, FIRMLY COMPACTED ® RIPPED AND RECOMPACTED SOIL AMENDED PER SPECIFICATIONS ····i i '. 0 @ @ ... 0 TREE AND ROOTBALL PER PLAN @ TREE STAKES PER SPECIFICATIONS 0 TREE TIES PER SPECIFICATIONS 0 SET ROOTBALL AT 1" ABOVE FINISH GRADE 0 MULCH PER SPECIFICATIONS © 4" HIGH EARTH BERM AT EDGE OF PLANT PIT, FIRMLY COMPACTED 0 ® 0 FINISHED GRADE PLANT TABLETS PER SPECIFICATIONS PLANTING BACKFILL MIX PER SPECIFICATIONS @ RIPPED AND RECOMPACTED SOIL AMENDED PER SPECIFICATIONS @ @ EXISTING UNDISTURBED SOIL 4" DIAMETER AERATION/BREATHER TUBES WITH GRATE CAPS PER SPECIFICATIONS. WRAP PIPE IN FILTER FABRIC SOCK, KNOTTED AT THE TOP. LEAVE AERATION TUBE HOLLOW @ 1 CU. FT. CRUSHED AGGREGATE NOTES: 1. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL INFORMATION 2. KEEP MULCH 4"-6" AWAY FROM STEMS, AND TAPER AT ROOTBALL 3. TAPER MULCH AT 2" AT FLATWORK 4. SET ROOTBALL ON COMPACTED SOIL 5. IF PERCOLATION TEST FAILS FOR ANY REASON IN ANY TREE PIT, CONTRACTOR SHALL INSTALL ALTERNATIVE DRAINAGE METHOD. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION SCALE: 1 /2" -1 '-0" LA YBACK SLOPE BEHIND PLANT PIT AS NEEDED TO PREVENT SOIL SLUFFING. LINE OF SLOPE BEYOND/OR EXISTING SLOPE EXISTING UNDISTURBED SOIL NOTES: 1. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL INFORMATION 2. KEEP MULCH 4" -6" AWAY FROM STEMS, AND TAPER AT ROOTBALL 3. TAPER MULCH AT 2" AT FLATWORK 4. SET ROOTBALL ON COMPACTED SOIL PLAN 5 r -1 ::.! ~ 0 0 0:: X DIRECTION OF PREVAILING WIND "--7 2X ROOTBALL N ...._ ~"-------- PLAN SECTION 2X ROOTBALL 2. TREE, SLOPE (AVERAGE) ON CENTER PLANT SPACING i-----< 2 0 1-----14 \/ VARIES SEE PLANTING LEGEND , \ f---\----+--13 \ ON CENTER DI A•IT ~n PLANT ROW 8" o.c. 6.93" o.c 10.4" o.c r--2 X ROOTBALL--r 12"' o.c. 18" o.c. 15.6" o.c SECTION 24" o.c. 20.8" o.c 36" o.c. 31.0" o.c 48" o.c. 36.33" o.c SECTION AT FLAT AREAS 60" o.c. 60.25" o.c 4. SHRUB, SLOPE SCALE: 1" -1 '-0" 5. GROUNDCOVER - 0 ® 0 0 0 © 0 © 0 @ @ ~ oX w<C >-::. z~ <( f- _j I CL C> "--0~ "' w '-w N 0:: f- g ::::l:: .,:N -1 CD (I) <( >-(/) :::, 0 w 00 _, w 0:: 0 TREE AND ROOTBALL PER PLAN @ TREE STAKES PER SPECIFICATIONS 0 TREE TIES PER SPECIFICATIONS 0 SET ROOTBALL AT 1" ABOVE FINISH GRADE AT EXISTING SLOPE LEVEL 0 LINE OF SLOPE BEYOND/OR EXISTING SLOPE © 0 MULCH PER SPECIFICATIONS 4" HIGH EARTH BERM AT EDGE OF PLANT PIT, FIRMLY COMPACTED © FINISHED GRADE 0 PLANT TABLETS PER SPECIFICATIONS @ PLANTING BACKFILL MIX PER SPECIFICATIONS @ RIPPED AND RECOMPACTED SOIL AMENDED PER SPECIFICATIONS @ LAYBACK SLOPE BEHIND PLANT PIT AS NEEDED TO PREVENT SOIL SLUFFING. @ EXISTING UNDISTURBED SOIL @ 4" DIAMETER AERATION/BREATHER TUBES WITH GRATE CAPS PER SPECIFICATIONS. WRAP PIPE IN FILTER FABRIC SOCK, KNOTTED AT THE TOP. LEAVE AERATION TUBE HOLLOW @ 1 CU. FT. CRUSHED AGGREGATE NOTES: 1. THIS DETAIL USED FOR SLOPES AT 2: 1 AND GREATER AND FOR TREES EQUAL OR GREATER THAN 36" BOX 2. REFER TO PLANTING SPECIFICATION FOR ADDITIONAL INFORMATION 3. KEEP MULCH 4"-6" AWAY FROM STEMS AND TAPER AT ROOTBALL 4. TAPER MULCH TO 2" DEPTH AT FLATWORK 5. SET ROOTBALL ON COMPACTED SOIL 6. IF PERGOLA TION TEST FAILS FOR ANY REASON IN ANY TREE PIT, CONTRACTOR SHALL INSTALL ALTERNATIVE DRAINAGE METHOD. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION SCALE: 1 /2" -1'-0" GROUNDCOVER PER PLANTING PLAN ON CENTER PLANT SPACING AND PLANT ROW, SEE GROUNDCOVER . SPACING CHART BELOW; USE FOR QUANTITY FOR NATURAL EFFECT, FEATHER EDGES TO AVOID 'MAT-LIKE' EFFECT OFFSET FROM EDGE OF PAVING, SEE PLANTING LEGEND FOR SPECIFIC MINIMUM OFFSET DISTANCES SET ROOTBALL CROWN 1" ABOVE FINISH GRADE MULCH PER SPECIFICA llONS RIPPED AND RECOMPACTED SOIL PER SPECIFICAllONS FINISH GRADE PLANT TABLETS PER SPECIFICA llONS EXISllNG UNDISTURBED SOIL ADJACENT PAVING PER HARDSCAPE PLAN ~ ~ 0 0 0:: X N PLAN VIEW NOTES: 1. REFER TO PLANllNG SPECIFICAllONS FOR ADDITIONAL INFORMAllON 2. FOR SPACING BETWEEN DIFFERENT PLANT SPECIES PROVIDE THE LARGER ON CENTER SPACING TO AVOID PLANT OVERCROWDING 8 0 VARIES SEE PLANllNG LEGEND -·,,,-, SECTION AT SLOPED AREAS SCALE: 1" -1'-0" ::l <( ~ 0 0 0:: X N SECTION 6. VINE 0 ® 0 0 0 © 0 SHRUB PER PLANTING PLAN SET ROOTS ALL CROWN 1" ABOVE FINISH GRADE MULCH PER SPECIFICATIONS PLANT TABLETS PER SPECIFICATIONS FINISH GRADE PLANTING BACKFILL MIX PER SPECIFICATIONS RIPPED AND RECOMPACTED SOIL AMENDED PER SPECIFICATIONS @ © 0 @ EXISTING UNDISTURBED SOIL ADJACENT PAVING PER HARDSCAPE PLAN OFFSET FROM EDGE OF PAVING, SEE PLANTING LEGEND FOR SPECIFIC MINIMUM OFFSET DISTANCES NOTES: 1. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL INFORMATION 2. KEEP MULCH 4"-6" AWAY FROM STEMS, AND TAPER AT ROOTBALL 3. TAPER MULCH AT 2" AT FLATWORK 4. SET ROOTBALL ON COMPACTED SOIL VARIES SEE PLANTING LEGEND ., :c_-_._._._._-_:: ( ...... : = r--2 X ROOTBALL---;l' 0 l SECTION 3. SHRUB, LEVEL SCALE: 1" -1'-0" 0 WALL, COLOR & FINISH PER ARCHITECT ® VINE PER PLAN 0 VINE TIE PER SPECIFICATIONS 0 SET ROOTCROWN 1" ABOVE FINISH GRADE 0 MULCH PER SPECIFICA llONS ------@ © 6" HIGH EARTH BERM 0 FINISH GRADE © PLANT TABLETS PER SPECIFICA llONS 0 PLANTING BACKFILL MIX PER SPECIFICATIONS @ COMPACTED SUBGRADE PER CIVIL ENGINEER @ PLANTING PIT 7 1 1 /2 X ROOTBALL SCALE: 1" -1'-0" 1/JNORt!JDP TN (MS) 20lfHJ(J09 ~-~11111 DGA planning I architecture ! interiors 550 Ellis Street, Mountain Vi.,w, CA 94-043 650-943-1660 201 Filbert Street, 3rd floor, San Francisco, CA 94133 41 S-477-2700 --~-------2550 Rfth Avenue, Suite I 1.5,SanDieg~o,_C_A_9_1_10_3 ___ 6 ..... 1_9-_6 __ 85---3--9--90-- 1720 6th Street, Sacramento, CA 95811 91 (,..441-6600 CONSULTANTS OWNER STAMP 4 3 2 NO. Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259.8212 CONTACT: GREG LANG Landscape Architect SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST SAN DIEGO, CA 92110 TEL: 619.681.0090 CONTACT: LEIGH KYLE IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SDP SUBMITTAL #3 SDP SUBMITTAL #2 SDP SUBMITTAL #I PRELIMINARY REVIEW DESCRIPTION 10/25/2018 09/13/2018 07/31/2018 05/21/2018 DATE LANTING DETAILS Ll.4 DAlE PREPARED: 10/24/2018 CITY OF CARLSBAD I SHEETS I SITE DEVELOPMENT PLAN 27 IONIS PHARMAcamcALS COWEIENCE CENTER I ENGINEER OF WORK: DAlE: DWN BY: __ _ CHKD BY: __ _ RVWD BY: 2 4 1 5 SECTION @ PLAN 1. ROOTBARRIER ----- 0 @ 0 0 © © 0 ROOT BARRIER WHERE ABUTTING PAVING OR MOW EDGE 10' LENGTH, TYPICAL. HEIGHT PER SPECIFICATIONS ADJACENT CONCRET PAVING PER HARDSCAPE PLAN FINISH GRADE PLANTING AREA VEHICULAR CONCRETE CURB, PER CIVIL PLANTING BACKFILL MIX PER SPECIFICATIONS COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTES: 1. THIS ROOTBARRIER IS FOR USE IN ON-GRADE LANDSCAPE APPUCATIONS ONLY. REFER TO PLANTING SPECIFICATIONS FOR ROOT BARRIER PRODUCT AND SIZE. 2. REFER TO PLANS FOR SPECIFIC HARDSCAPE/BARRIER RELATIONSHIPS; DETAIL IS DIAGRAMMATIC. 3. TRIM TOP OF BARRIER TO BE 1 /2" BELOW FINISHED GRADE. SCALE: 1 /2" -1'-0" ~-~11111 DGA planning I architecture I interiors 550 Ellis Street, Mountain View. CA 94043 650-943-1660 201 filbert Street. 3rd Floor, San Francisco. CA 94133 415-477-2700 2550 Rfth Avenue, Suite IJS. San. Die~o, CA 92103 619-685-1990 1720 8th Street, Sacramento, CA 95811 9T 6-441-6800 CONSULTANTS Civil Engineer PASCO LARET SUITER 535 N HWY 101, SUITE A SOLANA BEACH, CA 92075 TEL: 858.259 8212 CONTACT: GREG LANG landscape Architect SPURLOCK LANDSCAPE ARCHITECTURE 2122 HANCOCK ST SAN DIEGO, CA 92110 TEL: 619.681.0090 CONTACT: LEIGH KYLE OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT STAMP 4 3 2 NO. CARLSBAD, CA 92008 SDP SUBMITTAL#3 SDP SU BM ITT AL #2 SDP SUBMITTAL #I PRELIMINARY REVIEW DESCRIPTION I 0/2512018 09/13/2018 0713112018 05121/2018 DATE PLANTING DETAILS l3.5 DATE PREPARED: 10/24/2018 [m [gz:J CITY OF CARLSBAD SITE DEVELOPMENT PLAN 7 7 IONIS PHARMAcsmcALS COIFE1ENCE CENJB-i I ENGINEER OF WORK: I OWN BY: DATE: CHKD BY: RVWD BY: