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HomeMy WebLinkAboutCD 2020-0017; GenmarkDX Phase 2; Consistency Determination0 z vi z C!J w w 0 w ,r: PROJECT DIRECTORY BUILDING OWNER: ICON OWNER POOL I W[5T/SOUTrlWEST LLC C/0 LINK i'ROPERTIES 3 I 00 BRISTOL STREET, SUITE 220 COSTA MESA, CA, 92G2G BUILDING TENANT: GENMARK DIAGNOSTICS, lfJC. 5964 LA PLACE COURl CAKISBAD,CA. 92008 PHONE: (7GO) 448-4300 TENANT REPRESENTATIVE: HUGHES MARINO I 450 FRONT STREET SAN Ult::GO, CA 92 IO I PHONE: (G 19) 238-2 I I I ARCHITECT: Md'ARLANE ARClilTECTS, INC G25G GREENWICH DRIVE, SUITE 5 I 0 SAN DIEGO, CA 9? 122 t-'HO\JE: (858) 453-1 150 CIVIL ENGINEER: MICHAEL BAKER INTERNATIDrJAL 9755 CLAIREMONT MESA BIVD. SAN DIEGO, CA 92 1 24 PHONE: (858) GI 4-5000 CONTACT: DRIAN MITCHELL, SENIOR V.P. OPERATIONS /\LI MOHAMMADIAN, SR. MANAGER FACILllltS ¢ t:115 CONTACT: NIKLAS 13ANDAK, VICE-PRESIDENT CONTACT: NEAL MCFARLA~'[, AIA, PRESIDENT DEAN CHRISTY, AIA VICE-PRESIDENT CONrACT: BRIAN OLIVER. VICE PRESIDENT . , __ ._- · .. }f't,: . . . I 6221 EL CAMINO REAL PHA E 2 TENANT IMPROVEMENTS CONSISTENCY DETERMINATION PACl<AGE CODE ANALYSIS APPLICABLE CODES: THE 20 19 EDITION OF Tl-1E CALIFORNIA co:JE OF RE:GUI_A~IONS TITL[ 24 INCLUDES, :'ART I, 20 I Sl CALIFORNIA ADMl~'ISTRJ\TIVE CODE (C.A.C.) PART 2, 20 19 CALIFORNIA BUILDING CODE (CBC) PART 3, 20 19 CALIFORNIA ELECTRICAL CODE (CEC) PART 4, 2019 CALIFORNIA MF:CHANIC/1,L CODI:: (CMC) PART 5, 2.0 I 9 CALIFORNIA PLUMBING CODE (CFC) PART G, 20 I 9 CALIFORNIA ENERGY CODE PARf 9, 20 ,' 9 CALIFORNIA FIRE CODE (CFC) PART I 0, 20 19 CALIFORNIA EXIS: ING BIJIWING CODE PART I I, 20 19 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) PART I 2, 20 I 9 CALlrORNIA REFERENCE STANDARDS CODE CALll"OR~'I/\ CODE OF REGULATIONS TITLE 8: ELEVAr~Jk SAFETY ORDERS Ar-'f-'UCABLE ORDINANCES OF TliE CITY or CARLSBAD APPLICABLE ORDINANCES OF THE COUNTY Of SAN DIEGO TYPE OF CONSTRUCTION PER C.B.C.: OCCUPANCY PER C.B.C.: NUMBER OF STORIES:· TYPE 111-B, f!Jl.LY Sf-'klNKLERED PER CBC 903 flRST FLOOR: B, F-1, H-3 4-5-1 OCCUPA,\JCIES NOTE: NO SEPARATION IS REQUIRED BITWEEN B, F-1 AND S-1 OCCUPANCIF'.."i PER CBC fABLE 508.4. I HR OCCUPANCY SEPARATION IS R[QUIRED BETWEEN H-3 AI\JD THE OTHER OCCUPNJCIES PER CBC TABLE 508.4. SfCOND FLUOR: 13, A--3 (EXISTING A-3 OCC\'.Jl"i-\li.JLX t\T"SECOND' rt.DOR VvlTH CXISTII\JG I HR OCCUPANCY SEPARAT:ON PER CBC 508.'1). .? .51 ORltS A:30VE GRADF: DEVELOPMENT SUMMARY PROJECT DESCRIPTION: LEGAL DESCRIPTION: SITE ADDRESS: ASSESSOl<'S 1° ARC EL NO: LAND USE INFORMATION: EXISTING USE: PROPOSED USE: ERMIT NUMBER: CONSTRUCTION SCOPE Of WORK INCLUDES: I. SiTE AND l~ffERIOR DEMOLITION AS REQUIR.ED FOR NEW WORK. 2. INTfRIOR WORK TO INCi.UDE: CON::JI kUCl JON Of Nt:W CU:::"AN ROOM MEDICAL DEVICE MANUFACTURING SPACE WIT:ilN EXISTING PREVIOUSLY IMPROVED SPACE AT THE FIRST FLOOR LEVEL. WORK INCLUDES NON-LOAD BE.l\RING INTERIOR WALLS AND PARTITIONS, SUSPENDED ACOUSTICAL CEILING 5Y51EM5 AND ASSOCIATED MECHANICAL, PLUMBING AND ELECTRICAL SYSTCMS. 3. EXISTING OFFICE IMPROVEMENTS AT THE SECOND FLOOR INCLUDING OPEN or-i-1ct 51-'ACES AND CONFERENCE ROOMS ARE TO RF:MA.1N. HI[ PROPOS[D WORK ON TH,'S LEVEL 15 LIMITED TO REPLACEMENT Of FINISHES 01\1LY. 3. S,'Tf" WORK TO INCi IJOI": A NFW RtCtSStD LOAlJING DOCK, NEW S:TE ENCLOSURES FOR STANDBY ELECTRJCAL GENCRATOR-.':> AND BU!...K CHEMICAL TANKS AND RELOCATED TRASH/RECYLINC ENCLOSURES. AREA OF PROPOSED SITE WORK= 4,922 SF. 4. NO ARFA 1:3 BE:INC; AlJLJtLJ UNLJER fHIS PROJECT'S SCOPE O:~ WORK. I.OT G Of' CARLSDAU COURT TRACT NO. 1371 b, CITY Of CARLSBAD, COUNTY or SAN Dl[GO, STATE or= CALIFORNIA ACCORDING TO SUBUIVISION PLAT BOOK 21 3, PAGE I 0. GC? I t-1 CAM'NO Rf:AI_, CARLSBAD, CA. 92008'--I G04 213-100-06 20NE: PM PREVIOUSLY DEVELOPED lvlNJUfl\CTURlt~G/OFFICE MANUFACTURING/OFFICE (NO Cl IANGE IN US[ OR OCCUPANCY) CD2020-0017 VICINITY MAP · ,\,co ,;r 11,,,, P,-,l<JnD: .~.,v,11-'.'rq (;t, . i,_J~•l'! ,.,,,,,rnJ Al(rn No,ie : co,runun1:y P,i,k m NORTH _· --._NOTTO SCALE' SHEET INDEX SHEET NO. Tl ,0 Ci.O c1 .. 1 C2.0 C-HJ C3. ,1 C4.0 C4.,1 Al .0 Al .OD Al.,1 Al .3 Al.4 A2. I .O A2.2.0 A3.0 A3. I SHEET TITLE TITLt SHEET CIVIL TITLE SliECT KEY MAP DEMOLITION PLAN IMPROVtMENT PLAN IMPERVIOUS ARCA QUANTITIES TIER 2 SWPPP ~'OTES± DETAILS ';""l:'R 2 SWPPP PLAN ARCHITECTURAL OVERALL SITE PLAf~ SITE DEMOLITION PLAN PARTIAL ENLARGED SITE PLAN SITE SfCTIONS SITE PHOTOS OVERALL FIRST LEVEL FLOOR PL.AN OVERALL SECOND I_EVEL FLOOR PLAN PARTIAL EXTERIOR ELEVATIONS -lOADING DOCK it SITE YARDS PARTIAL EXTERIOR ELEVATIONS -SITE YARDS CONSISTENCY DETERMINATION EXHIBIT DATE: C, McFARLANE ARCHI'fEC1'S Architecture• Planning• Interiors 6333 GREENWICH DRIVE, SUITE J 50 SAN DIEGO, CALIFORNIA 92122 P: 858. 453. l 150 F: 858.453. 19 J I www.mcfarlanearchitects.com info@mcfarlanearchitects.com CONSJSTENCY DETERMINATION 10-05-20 SUBMJTTAL DATE ISSUED REASON PROJECT NO. 20 I 50 07 Geniv1arkox GENMARK DIAGNOSTICS 622 l EL CAMINO REAL CARLSBAD, CA 92009-J 604 PHASE 2 TENANT IMPROVEMENTS CONSISTENCY DETERMINATION SHEET TITLE TITLE SHEET SHEET NUMBER Tl .0 I I I I ~ I.LI 0:: 0.. -~ I.LI i!= ,_ a i!= :lE § z <( i5 :s ffi z ~ :::; ffi i!= 0 >-z <( z 0 ~ ::::, I.LI Ill ti z ~ :::; 0 ~ ~ 0:: 0.. !{! i!= i!= :lE z 0 ~ <( j z ~ I.LI Ill ~ ~ >-<( :::; 0 ~ . cJ z ~ ffi 0.. 0 0:: 0.. w i!= STORM WATER QUALITY NOTES CONSTRUCTION BMP'S PRIOR TO ANY SOIL DISTURBANCE, TEMPORARY SEDIMENT CONTROLS SHALL BE INSTALLED BY THE CONTRACTOR OR QUALIFIED PERSON(S) AS INDICATED BELOW: 1. ALL REQUIREMENTS OF THE CITY OF CARLSBAD "SWPPP MANUAL" MUST BE INCORPORATED INTO THE DESIGN AND CONSTRUCTION OF THE PROPOSED GRADING/IMPROVEMENTS CONSISTENT WITH THE APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND/OR WATER POLLUTION CONTROL PLAN (WPCP) FOR CONSTRUCTION LEVEL BMPS AND, IF APPLICABLE, THE STORM WATER QUALITY MANAGEMENT PLAN (SWQMP) FOR POST-CONSTRUCTION BMPS. 2. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL STORM DRAIN INLET PROTECTION. INLET PROTECTION IN THE PUBLIC RIGHT-OF-WAY MUST BE TEMPORARILY REMOVED PRIOR TO A RAIN EVENT TO ENSURE NO FLOODING OCCURS AND REINSTALLED AFTER RAIN IS OVER. 3. ALL CONSTRUCTION BMPS SHALL BE INSTALLED AND PROPERLY MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. 4. THE CONTRACTOR SHALL ONLY GRADE, INCLUDING CLEARING AND GRUBBING, AREAS FOR WHICH THE CONTRACTOR OR QUALIFIED CONTACT PERSON CAN PROVIDE EROSION AND SEDIMENT CONTROL MEASURES. 5. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL SUB-CONTRACTORS AND SUPPLIERS ARE AWARE OF ALL STORM WATER BMPS AND IMPLEMENT SUCH MEASURES. FAILURE TO COMPLY WITH THE APPROVED SWPPP/WPCP WILL RESULT IN THE ISSUANCE OF CORRECTION NOTICES, CITATIONS, CIVIL PENALTIES, AND/OR STOP WORK NOTICES. 6. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT, DEBRIS, AND MUD ON AFFECTED AND ADJACENT STREET(S) AND WITHIN STORM DRAIN SYSTEM DUE TO CONSTRUCTION VEHICLES/EQUIPMENT AND CONSTRUCTION ACTIVITY AT THE END OF EACH WORK DAY. 7. THE CONTRACTOR SHALL PROTECT NEW AND EXISTING STORM WATER CONVEYANCE SYSTEMS FROM SEDIMENTATION, CONCRETE RINSE, OR OTHER CONSTRUCTION-RELATED DEBRIS AND DISCHARGES WITH THE APPROPRIATE BMPS THAT ARE ACCEPTABLE TO THE CITY RESIDENT ENGINEER AND AS INDICATED IN THE SWPPP/WPCP 8. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL CLEAR DEBRIS, SILT, AND MUD FROM ALL DITCHES AND SWALES PRIOR TO AND WITHIN 3 BUSINESS DAYS AFTER EACH RAIN EVENT OR PRIOR TO THE NEXT RAIN EVENT, WHICHEVER IS SOONER. 9. IF A NON-STORM WATER DISCHARGE LEAVES THE SITE, THE CONTRACTOR SHALL IMMEDIATELY STOP THE ACTIVITY AND REPAIR THE DAMAGES. THE CONTRACTOR SHALL NOTIFY THE CITY RESIDENT ENGINEER OF THE DISCHARGE, PRIOR TO RESUMING CONSTRUCTION ACTIVITY. ANY AND ALL WASTE MATERIAL, SEDIMENT, AND DEBRIS FROM EACH NON-STORM WATER DISCHARGE SHALL BE REMOVED FROM THE STORM DRAIN CONVEYANCE SYSTEM AND PROPERLY DISPOSED OF BY THE CONTRACTOR. 10. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ONSITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID DEPLOYMENT OF CONSTRUCTION BMPS WHEN RAIN IS IMMINENT. 11. THE CONTRACTOR SHALL RESTORE AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL BMPS TO WORKING ORDER YEAR-ROUND. 12. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES DUE TO UNFORESEEN CIRCUMSTANCES TO PREVENT NON-STORM WATER AND SEDIMENT-LADEN DISCHARGES. 13. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 14. ALL EROSION AND SEDIMENT CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP/WPCP SHALL BE INSTALLED AND MAINTAINED. ALL EROSION AND SEDIMENT CONTROLS FOR INTERIM CONDITIONS SHALL BE PROPERLY DOCUMENTED AND INSTALLED TO THE SATISFACTION OF THE CITY RESIDENT ENGINEER. 15. AS NECESSARY, THE CITY RESIDENT ENGINEER SHALL SCHEDULE MEETINGS FOR THE PROJECT TEAM (GENERAL CONTRACTOR, QUALIFIED CONTACT PERSON, EROSION CONTROL SUBCONTRACTOR IF ANY, ENGINEER OF WORK, OWNER/DEVELOPER, AND THE CITY RESIDENT ENGINEER) TO EVALUATE THE ADEQUACY OF THE EROSION AND SEDIMENT CONTROL MEASURES AND OTHER BMPS RELATIVE TO ANTICIPATED CONSTRUCTION ACTIVITIES. 16. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL CONDUCT VISUAL INSPECTIONS AND MAINTAIN ALL BMPS DAILY AND AS NEEDED. VISUAL INSPECTIONS AND MAINTENANCE OF ALL BMPS SHALL BE CONDUCTED BEFORE, DURING, AND AFTER EVERY RAIN EVENT AND EVERY 24 HOURS DURING ANY PROLONGED RAIN EVENT. THE CONTRACTOR SHALL MAINTAIN AND REPAIR ALL BMPS AS SOON AS POSSIBLE AS SAFETY ALLOWS. 17. CONSTRUCTION ENTRANCE AND EXIT AREA. TEMPORARY CONSTRUCTION ENTRANCE AND EXITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CASQA FACT SHEET TC-10R CALTRANS FACT SHEET TC-01 TO PREVENT TRACKING OF SEDIMENT AND OTHER POTENTIAL POLLUTANTS ONTO PAVED SURFACES AND TRAVELED WAYS. WIDTH SHALL BE 10' OR THE MINIMUM NECESSARY TO ACCOMMODATE VEHICLES AND EQUIPMENT WITHOUT BY-PASSING THE ENTRANCE. (a) NON-STORM WATER DISCHARGES SHALL BE EFFECTIVELY MANAGED PER THE SAN DIEGO MUNICIPAL CODE CHAPTER 4, ARTICLE 3, DIVISION 3 'STORM WATER MANAGEMENT AND DISCHARGE CONTROL". STANDARD SPECIFICATIONS WORK TO BE DONE THE IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER 1. CARLSBAD MUNICIPAL COD£ 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. THIS SET OF PLANS 4. TH£ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 5. TH£ SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY 8£ MODIFIED BY TH£ CITY OF CARLSBAD STANDARDS. 6. CALIFORNIA STORM WATER QUALITY ASSOCIATION Bl.IP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SIT£ Bl.IP MANUAL. GRADING QUANTITIES GRAD£0 AREA __ 0.13 ACRES MAX. CUT DEPTH 3.5 [FT] CUT QUANTITIES 75 CY MAX CUT SLOPE RATIO (2: 1MAX) FILL QUANTITIES -28 CY MAX. FILL DEPTH 1 [FT] EXPORT --47 CY MAX FILL SLOPE RATIO (2: 1MAX) IMPORT 0 CY THIS PROJECT PROPOSES TO EXPORT 47 CUBIC YARDS OF MATERIAL FROM THIS SITE. ALL EXPORT MATERIAL SHALL BE DISCHARGED TO A LEGAL DISPOSAL SITE. THE APPROVAL OF THIS PROJECT DOES NOT ALLOW PROCESSING AND SALE OF THE MATERIAL. ALL SUCH ACTIVITIES REQUIRE A SEPARATE CONDITIONAL USE PERMIT. TOTAL DISTURBED AREA ACRES: EXISTING IMPERVIOUS AREA: CREATED/REPLACED IMPERVIOUS AREA POST PROJECT IMPERVIOUS AREA: IMPERVIOUS AREA INCREASE: LEGEND ITEM STANDARD DRAWING SYMBOL PROPOSED PRIVATE U,1PBQYEMENTS EXISTING ELEVATION FINISH CONTOUR - TOP OF CURB ELEVATION PCC CURB CONCRETE SIDEWALK CONCRETE PAVEMENT AC PAVING & BASE AC OVERLAY WALL SAWCUT LINE CATCH BASIN STORM DRAIN PROPOSED PUBLIC lhf'ROYEMENTS N/A (370.7) ___ 370--....._ TC 370.50 ~ ---II---II- ITEM STANDARD DRAWING EXISTING IMPROVEMENTS PROPERTY LINE EASEMENT BOUNDARY BUILDING CONCRETE SIDEWALK CURB CURB & GUTTER TREE CONTOUR WATER METER FIRE HYDRANT STORM DRAIN CO GATE VALVE STREET LIGHT LIGHT IRRIGATION EQUIPMENT STORM DRAIN SEWER WATER ELECTRIC LINE GAS FIBER OPTIC/ TELEPHONE IRRIGATION 0.13 AC (5,491 SF) 75,078 SF ----4,949 SF 75,258 SF 180 SF (0.24 %) SYMBOL ---ii'.--- [ -------] ".'.' ... '. '. "." . '.' .......... . . . . . . .......... ' ..... ~"~----. ------------- ----~--..,........._-300 ~---------- 1&11 txXJ I~ ® o-J:X :l€ f,'.'I rn '"'~="'-"'"soec .. -"'·~= w---------- -----l ·----___ ., Ccityof Carlsbad STORM WATER STANDARDS QUESTIONNAIRE E-34 De11elollll]ent Services Land Development Engineering 1635 Faraday Avenue {760) 602-2750 www.carlsbadca.gov To address post-development pollutants that may be generated from development projects, the city requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMPs) into the project design per Carlsbad BMP Design Manual (BMP Manual). To view the BMP Manual, refer to the Engineering Standards (Volume 5). This questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'STANDARD PROJECT' requirements or be subject to 'PRIORITY DEVELOPMENT PROJECT' (PDP) requirements. Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject lo more stringent storm water standards than Initially assessed by you, this will result in the return of the development application as incomplete. ln this case, please make the changes to the questionnaire and resubmit to the city. If you are unsure about the meaning of a question or need he!p in determining how to respond to one or more of the questions, please seek assistance from Land Development Engineering staff. A completed and signed questionnaire must be submitted with each development project application. completed and signed questionnaire is required when multiple development applications for the same submitted concurrently. Only one project are PROJECT NAME: 6221 El Camino Real Ph 2 Tenant Improvements PROJECT ID: CD 2020-0017 ADDRESS: 6221 El Camino Real APN: 213-1QO .. Q6 The project is (check one): D New Development 0 Redevelopment f---------------------------------. ----- The total proposed disturbed area is: 5 491 ft2 ( 0.13 ) acres ffi The total proposed newly created and/~r replaced impervious area isw ft2 ( 0.11 ) acres ~~--~~ If your project is covered by an approved SWQMP as part of a larger development project, provide the project ID and the SWQMP # of the larger development project: Project ID ________________ SWQMP #: ________________ _ Then, go to Step 1 and follow the instructions. When completed, sign the form at the end and submit this with your application to the city. E-34 Page 1 of4 REV 03/19 " ,=. ..~-' !it.• <~- To determine if your project is a PDP, please answer the following qUestions (MS4 Permit Provision E.3.b.(1 )): f-c-~-------------------1. Is your project a new development that creates 10,000 square feet or more of impervious surfaces YES NO collectively over the entire project site? This includes commercial, industrial, residential, mixed-use, D Ix] and public development profects on public or private land. · 2. Is your project a redevelopment project creating and/or replacing 5,000 square feet or more of impervious surface collectively over the entire project site on an existing site of 10,000 square feet or D [RI more of impervious surface? This includes commercial, industrial, residential, mixed-use, and public development projflC~~_on pl!_b/ic or private la!!.4__ ____________________________ . ____ _ 3. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface collectively over the entire project site and supports a restaurant? A restaurant is a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and D [8] refreshment stands selling prepared foods and drinks for immediate consumption (Standard Industrial Classification SIC) code 5812): ___ -----------------~---~---l---+---I 4. ls your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a hillside development project? A hi!lside D [Z] development project includes development on any natural slo e that is twent -five ercent or reater. s:· Is yollr project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface collectively over the entire project site and supports a parking lot? A parking lot is D [Kl a land area or facility for the temporary parking or storage of motor vehicles used personally for business or for commerce. f---~= ----------------=--~~-----J--+- 6. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious street, road, highway, freeway or driveway surface collectively over the entire project D I.R] site? A street, road, highway, freeway or driveway is any paved impetvious surface used for the transportalj~_n _ of automobiles, trucks, motorcycles, and other vehicles. 7. Is your project a new or redevelopment project that creates and/or replaces 2,500 square feet c~ more of impervious surface collectively over the entire site, and discharges directly to an Environmentally Sensitive Area (ESA)? "Discharging Directly to" includes flow that is conveyed overland a distance of D IBI 200 feet or fess from the project to the ESA, or conveyed in a pipe or open channel any distance as an isofated flow from the ro ·ect to the ESA (i.e. not commingled with flows from adjacent lands).* ______ -+-----t 8. ls your project a new development or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface that supports an automotive repair shop? An automotive repair D [ZI shop is a facility that is categorized in any one of the following Standard Industrial Classification (SIC} codes: 5013, 5014, 5541, 7532-7534, or 7536"7539. 9. ls your projec(8 new development or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious area that supports a retail gasoline outlet (RGO)? This category includes □ !Kl RGO's that meet the following criteria: (a) 5,000 square feet or more or (b) a project Average Daily Traffic (,:\_,l}T) of 100 or more vehicles per day. 10. Is your project a new or redevelopment project that results in the disturbance of one or more acres of land D IB] and are expected to generate pollutants post construction? 11. Is your Pi-oject located within 200 feet of the Pacific Ocean and (1) creates 2,500 square feet or more of impervious surface or (2) increases impervious surface on the property by more than 10%? (CMC D IBJ 21.203.040) If you answered "yes" to one or more"Of"the abOVe qu'estio"rlS, "your project is a PDP. If your project iS ·a-redevelopment project, go to step 4. If your project is a new project, go to step 5, check the first box stating "My project is a PDP ... " and complete applicant information. If you answered "no" to all of the above questions, your project is a 'STANDARD PROJECT.' Go to step 5, check the second box stating "My project is a 'STANDARD PROJECT' ... " and complete applicant information. E-34 Page 3 of4 REV 03/19 To determine If your project is a "development project", please answer the following question: YES NO ls your project LIMITED TO routine maintenance activity and/or repair/improvements to an existing building D IRl or structure that do not alter the size (See Section 1.3 of the BMP Design Manual for guidance)? -- If you answered "yes" to the above question, provide justification below then go to Step 5, mark the third box stating "my project is not a 'development project' and not subject to the requirements of the BMP manual" and complete applicant information. Justification/discussion: (e.g. the project includes only interior remodels within an existing building): If you answered "no" to the above ouestion, the oroiect is a 'develoament aroiect', ao to Stea 2. To determine if your project is exempt from PDP requirements pursuant lo MS4 Permit Provision E.3.b.(3), please answer the following questions: -------. --------------------------------------------. -. -- ls your project LIMITED to one or more of the following: YES NO ----1. Constructing new or retrofitting paved sidewalks, bicycle lanes or trails that-meet the following criteria: a) Designed and constructed to direct storm water runoff to adjacent vegetated areas, or other non~ erodible permeable areas; OR D [xi b) Designed and constructed to be hydraulically disconnected from paved streets or roads; OR c) Designed and constructed with permeable pavements or surfaces in accordance with USEPA Green Streets guidance? --- 2_ Retrofitting or redeveloping existing paved alleys, streets, or roads that are designed and constructed in D IRl accordance with the USEPA Green Streets guidance? --- 3. Ground Mounted Solar Array that meets the criteria provided in section 1.4.2 of the BMP manual? D [xi lf you answered "yes" to one or more of the above questions, provide discussion/justification below, then go to Step 5, mark the second box stating "my project is EXEMPT from PDP " and complete applicant information. ... Discussion to justify exemption I e.g. the project redeveloping existing road designed and constructed in accordance with the USEPA Green Street guidance): l!_yqu answered "no" to the above guestions, y:our eroject is not exemet from PDP, go to Stee 3. E-34 Page 2 of 4 REV 03/19 Complete the questions below regarding your redevelopment project (MS4 Permit Provision E.3.b.(2)): YES NO >-------------------------~---------~----~ --~-Does the redevelopment project result in the creation or replacement of impervious surface in an amount of less than 50% of the surface area of the previously existing development? Complete the percent impervious calculation below: Existing impervious area (A)=_______ _ __________ sq.ft. D 2 Total proposed newly created or replaced impervious area (B),;,,.--;-:.,-,-_-;:_-_,-,-_-.,-,:_-~---.,-'--sq.,.,ft_. ,.__-"1-'-' L,''-" Percent impervious area created or replaced (B/A)*100 = o If you answered "yes", the structural BMPs required for PDP apply only to the creation or replacement of impervious surface and not the entire development. Go to step 5, check the first box stating "My project is a PDP .. .'' and complete applicant information. If you answered "no," the structural BMP's required for PDP apply to the entire development. Go to step 5, check the check the first box statin "M ro·ect is a PDP ... " and com lete a licant information. ;~ftt,tt!~:tllti~;~:~~;~~-¥GarA~:m111,11~&il~tt.tlf\l1i+1(~llaiiii4ti,;~iiv~iti1l D My project is a PDP and must comply with PDP stormwater requirements of the BMP Manual. I understand I must prepare a Storm Water Quality Management Plan (SWQMP) for submittal at time of application. [XI My project is a 'STANDARD PROJECT' OR EXEMPT from PDP and must only comply with 'STANDARD PROJECT' stormwater requirements of the BMP Manual. As part of these requirements, I will submit a "Standard Project Requirement Checklist Form E-36" and incorporate low impact development strategies throughout my project. Note: For projects that are close to meeting the PDP threshold, staff may require detailed \mpervious area calculations and exhibits to verify if 'STANDARD PROJECT' stormwater requirements apply. D My Project is NOT a 'development project' and is not subject to the requirements of the BMP Manual. Applicant Information and Signature Box Brian Oliver Applicant Name: ______________ _ Applicant Title: Vice President, Land Development Applicant Signature: ~/ 0~ Date ~,&'<----------- • Environmentnlly Sensitive Areas include bu( :ire not limited to all Clean Water Act SeCtion 303(d) impaired water bodies; areas deslgrmted as Areiis of Special Biological Significance by the Stale Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the Stale Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; Habitat Management Plan; and any other equivalent environmentally sensitive r1reas whi~h have been identifiml by the City. This Box for Ci Use On! YES NO City Concurrence: D D By: Date: Project ID: E-34 Page 4 of 4 REV 03/19 2 SHEET INDEX PROJECT CONTROL INFORMATION CIVIL DRAWINGS C1.0 C1 . 1 C2.0 C3.0 C3. 1 C4.0 C4. 1 TITLE SHEET KEY MAP DE MOL I TI ON PLAN SITE IMPROVEMENT PLAN IMPERVIOUS AREA QUANTITIES TIER 2 SWPPP NOTES & DETAILS TIER 2 SWPPP PLAN ~~,~~fERcilff. WORK: & ~,,.,, .. , u~ ~ =B"Ra--IA"N~K~. ~□-L~I~v=E=R-, -'=R~. c~. E~.-4~5--0-4~ EXP. 3/31/22 BASIS OF COORDINATES & BEARINGS THE COORDINATES AND BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, (CCS83), ZONE 6, EPOCH 1991.35. SAID COORDINATES AND BEARINGS ARE BASED LOCALLY UPON GLOBAL POSITIONING SYSTEM TIES TO THE FOLLOWING CONTROL STATIONS PER THE CITY OF CARLSBAD HORIZONTAL & VERTICAL CONTROL RECORD. PUBLISHED POSITIONS FOR SAID STATIONS ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983, (NAD83) STATION GRID NORTHING (ft.) GRID EASTING (ft.) 96 1992551.277 6254088.257 97 1992628.340 6250181.587 THE BASIS OF BEARINGS IS THE CALCULATED BEARING BETWEEN SAID CONTROL STATIONS 96 & 97. I.E. NB8"52'12"W & BENCHMARK THE BASIS OF ELEVATIONS FOR THIS SURVEY IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) PER THE CITY OF CARLSBAD HORIZONTAL & VERTICAL CONTROL RECORD (ROS 17271). BENCHMARK DESIGNATION: CLSB-097 -BRASS DISK STAMPED RCE 26433. LOCATED IN MEDIAN CURB ISLAND AT END OF CURVE OF EL CAMINO REAL 350FT NORTH OF PALOMAR AIRPORT ROAD IN LEFT TURN POCKET. ELEVATION: 292.972 (NAVD88) DATE OF SURVEY AUGUST 17, 2020 NOTE: THESE PLANS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). SUBTRACT 2.231' FROM ELEVATIONS SHOWN HEREON TO CONVERT TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29). M cFARLANE ARCHITECTS Architecture• Planning• Interiors 6333 GREENWICH DRIVE, SUITE I 50 SAN DIEGO, CALIFORNIA 92122 P: 858.453. 1150 F: 858.453. 191 I www.mcfarlanearchitects.com info@mcfarlanearchitects.com 9755 C!airemont Mesa Blvd., San Diego, CA 92124 Phone: (858) 614-5000 · MBAKERINTL.COM 10-19 20 09 .. 28-20 09-08-20 DATE ISSUED PROJECT NO. PLAN CHECK RE-SUBMITTAL PLAN CHECK RE-SUBMIHAL PERMIT SUBMITTAL. REASON 20-I 50-07 --------------------------- GenMart{Dx GEN MARI< DIAGNOSTICS 622 I EL CAMINO REAL CARLSBAD, CA 92009-I 604 TENANT IMPROVEMENTS CONSTRUCTION DOCUMENTS SHEET TITLE TITLE SHEET SHEET NUMBER C 1.0 8 (/) '(/) w 8: 'rj w i:!: f- 5 i:!: ~ § z <( 13 @5 f:i z z <( ~ ffi ~ >-z <( z 8 (/) :::, w ID f- 0 z >-<( ~ 0 ~ f-u 3 a:: a. (/) i:!: i:!: ~ z 0 F <( ~ ~ z 8 gJ w ID ~ ts >-<( ~ 0 ~ c..i z / \ j -.--· 30 1s o 30 I ~--1 SCALE: 1 "=30' m m \ I m rn _,, fl1 I'll ' <? rn ' -------I --- ...... --i rTI . ---.. --!-.. rn m ---i.. ------ rn -------! m "' rn 60 90 I I ( I CJ G0 Cl m 0 z -~ ..J w SHEETC2.0,i SHEETC4.1/ ' --- McFARLANE ARCHITECTS Architecture• Planning• Interiors 6333 GREENWICH DRIVE, SUITE 150 SAN DIEGO, CALIFORNIA 92122 P: 858.453. J 1 50 F: 858.453. J 91 I www.mcfarlanearchitects.com info@mcfarlanearchitects.com 9755 Clairemont Mesa Blvd., San Diego, CA 92124 Phone: (858) 614-5000 · MBAKERINTL.COM I 0-19-20 Ji\ 09-28-20 ffi 09-08-20 DATE ISSUED PROJECT NO. PLAN CHECK RE-SUBMITTAL PLAN CHECK RE-SUBMITTAL PERMIT SUBMITTAL REASON 20-l 50-07 ·Gen" ·41 "'"j;rk o . · 1\fl,:::.-1, ·. X GENMARI< DIAGNOSTICS 6221 EL CAMINO REAL CARLSBAD, CA 92009-1604 TENANT IMPROVEMENTS CONSTRUCTION DOCUMENTS SHEET TITLE l<EY MAP SHEET NUMBER C 1. 1 Cl ~ ·. en w a:: a.. .x w w i!= Cl ~ :;i: I u is ffi z :;i: :::;; ffi i!= 0 >- :;i: z 8 en :::, w m >-0 z >-< :::;; Cl z < >-u I':! 0 a:: a.. en i!= i!= ;: is ~ g gi < z ~ w m ~ is ~ :::;; Cl z < . (.) z ~ ~ Q ~ w j a:: ~ ::i; LL 0 /: ffi a.. 0 a:: a.. w i!= -----------$ I - --I ------- ----1 I --•··~~---1 - -- ,_ ----- I I I I I .. I I -I 1-----I -. ···•· ... -···-· n I I ~-G~ ~\\'] ~-7\:"-'-' ·1 -............ 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I I I I I I , I -I I ◊ I I ' ◊ I I I I I w u, if) I m m I PROTECTION NOTES CD PROTECT EXISTING AC PAVEMENT CD PROTECT EXISTING CONCRETE 0 PROTECT EXISTING CURB CD PROTECT EXISTING TREE ® PROTECT EXISTING BUILDING ® PROTECT EXISTING ENCLOSURE I I I I (i) PROTECT EXISTING ELECTRICAL LINES ® PROTECT EXISTING WATER LINE ® PROTECT EXISTING GAS LINE OR RELOCATE AS NECESSARY l.ll ------., ,__ -- DEMOLITION NOTES [JJ SAWCUT [I] DEMO EXISTING AC PAVEMENT QJ DEMO EXISTING CONCRETE 8] DEMO EXISTING CURB \ I]] DEMO EXISTING SCREEN WALL, GATES AND HARDWARE I]] REMOVE EXISTING TREE \ (TI REMOVE & RELOCATE EXISTING IRRIGATION EQUIPMENT AS NECESSARY. CONTRACTOR TO FIELD VERIFY SCOPE OF WORK REQUIRED. 6221 EL CAMINO REAL EXIST. BUILDING (FF=299.93) L [:iii -!----- bill m m m m ---.. ---. --. I ··◊ m m m rn m m ◊ m . -. -. . . --_i .... m ! ---1 ◊ m ,--J-7 I ,.------.. -1 : ~]-J_) m I I I I I ii I i I ----L-9-t. _ j ____ --· \ --·--·-·--· ... --.. J .. '.'_ .. ----------· -· ------· __ \ - LEGEND EXISTING CONCRETE PAVING TO BE REMOVED W@ffe/%1 EXISTING AC PAVEMENT TO BE REMOVED I: .·.·.····-·• ....... ii SAWCUT LINE --II---II--- ITEMS TO BE REMOVED -I·-· I---I--l-l--l---1--·l--l· TREES TO BE REMOVED CJ u u u u _J <( w n:: 0 z -~ <( 0 _J w 20 10 0 20 40 60 I ~1----1 __ 1-___,1 SCALE: 1 "=20' McFARLANE ARCHITECTS Architecture• Planning~ Interiors 6333 GREENWICH DRIVE, SUITE 150 SAN DIEGO, CALIF01<i\ilA· YZ!i1Z2' P: 858.453. I I 50 F: 858.453.191 I www.mcfarlanearchitects.com info@mcfarlanearchitects.com 9755 Clairemont Mesa Blvd., San Diego, CA 92124 Phone: (858) 614-5000 · MBAKERINTL.COM 10-19-20 09-28-20 09-08-20 PLAN CHECK RE-SUBMITTAL PLAN CHECK RE-SUBMITTAL PEJ~MIT SUBMITTAL DATE ISSUED REASON PROJECT NO. 20-I 50-07 • GentJlarkox GENMARI< DIAGNOSTICS 6221 EL CAMINO REAL CARLSBAD, CA 92009-I 604 TENANT IMPROVEMENTS CONSTRUCTION DOCUMENTS SHEET TITLE DEMOLITION PLAN SHEET NUMBER C2.0 0 l),j • 1/) w 8: .x w w i!: f- 5 i!: :!< 8 {!) ~ :c 0 2s I>: w z ~ :::. I>: w ~ >-z < z ~ ::, w m f-0 z ~ :::. 0 z < f-~ I>: a. 1/) i!: i!: :!< 5 I= < 0 0 ~ < z ~ w m ~ 5 >-< :::. 0 ~ u, u, I I I "r,~~ I (Q:· ··1········ \t-:)) I I I ~ ' _,_1-./ I I I I I I I w TC 299.32 FS 298.82 6--- TC 299.28 FS 298.77 (. I ~ EX 8" PVC SEWER PER . ~ PROJECT NO. C.T. 98-07, I I "' u, DWG. ~O. 365-5 I ( TC 299.39 . , FS 298.89 1,- u, u, U) (f) u, m u, I ----------I w 13 F'S 2 ...... . ------8 I '¼;, y) UJ TC 99.08 FS 98.58 ·c. ~.,,. / I I "4·'J . I s X. SEWER JANHDLE :I I LU j __ , RIM 293.30 IE 281 .57 NORTH . IE 281.64 SOUTH I --I -----------i - : I • :s I : '··t•") I -.,,-~~-:_ I . i I t" TC 299. 1 I I I C) I _ _ _ __ > __ .r .29a . .s _ -I -------CJ-¾}-0 I I G) I J I I I I I I .. I I I I I ----I I I I I I .... 1 I I I I .... + I I I I I z < ..J (L "' w (L 1--:c "' ; I I I I I I I I I TC 299.21 i FS ~98. 71 1 ,u Fb TC 298. 70 LLI .J.I w w s I i 14 I . FS T~ 2;8Jo T 299 .121 cc F : 298-p 1 ' FS 2 9.33 WIDTH PER PLAN 3 -1/2" w :c 6" GROOVE 1/4" DEEP, 1/4" R 1/2" R • ,-.. WEAKENDED PLANE JOINT 12" NO. 3 BARS, 18" O.C., BOTH DIRECTIONS OR 6X6-W2.9/W2.9 (6X6-6/6) WELDED WIRE MESH (2)MONOLITHIC PCC ~~RB & SIDEWALK (PVT) " DETAIL A SCALE: 1"=10' INSTALL 3'X5' RIP RAP ENERGY DISSIPATER WITH 2"-3" ANGULAR ROCK T=1. O' DISCHARGE PIPE THRU CONCRETE JUNCTION BOX OR HEADWALL FL FL ~-~- SURFACE 299.64 6.64 EX. SEWER POC IE 287.13 FF 299.93 FF 299.93 FS 299.85 FS 299.77 FS 299.56 6221 EL CAMINO REAL EXIST. BUILDING (FF=299.93) t ' ,:_\ ' . . " : . ·""· • ----- 6 : .. I ccc.·c-=1 MATCH EXISTING 7" PCC PAVING 560-C-3000 CONG /»>;;?; ~ %,17 -~%-~ UPPER 12" OF NATIVE MATERIAL_/ BELOW PAVING SHALL BE COMPACTED TO 95% COMPACTION. NOTE: FOR ADDITIONAL DETAILS SEE SECTION 7.13 OF THE GEOTECHNICAL REPORT 8 VEHICULAR CON~~~TE PAVEMENT (PVT) ' ~-r-~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I .. -. ----.. ! ' <' I I I I I I / :; ✓:\l \\> , /\I \ \j, •FS28.66 /$'~1'" .\ • I I \ '5' \: !s) Ff 299.23 "1 I -;;! 1 " , ./ I \ -~ i T 299 .56 EX S"PVC WATER PER-~ i \· 299.23 PROJECT NO. C. T. 98-07, --1 ·· I' DWG. NO. 365-5 \ i I EX 3" PVC WATER (PVT) PER S 298.70 PROJECT NO. C.T. 98-07, I \ _ ()·<() l) ... DWG. IND, 365~5 \ (9 FS 299.04 " I ·•-•-.. _·. . -I 20 WATER ESMT. TO C.M.W.D .. I I, PER DOC. 1999-0789037 \ -ii,~\---\\ c. REC 12-02-99 I 5' I I EX. 2" GAS LINE, PROTECT IN PLACE OR RELO ATE AS NECESSARY \, ~· ) I ···•-,., I · FS 299.07 1.0%--=,-·-. -_-.-· 6221 EL CAMINO REAL FS 299.43 I I TC 2 8.93 FS 2 8.43 ~{ ~~~~~~:~:::.~::-.:.,:::=:z~ ------·"·--w. ~-fi.W. : ~ FS 298.96 : '" ~ ' ~1 " IEX. 3" PVC WATER POC PVT EXIST. BUILDING (FF=299.93) I I I I I I I I I I I I I I CONSTRUCTION NOTES CD SAWCUT LINE TC 29 .90 FS 2 .40 > I s I > Q) AC PAVEMENT (3.5" AC/ 9" CLASS 2 BASE) (PVT) T 298.90 F 298.40 (I}MONOLTHIC PCC CURB AND SIDEWALK PER DETAIL 1 ON THIS SHEET (PVT) (I}CONCRETE PAVEMENT PER STRUCTURAL PLANS (PVT) @ VEHICULAR CONCRETE PAVEMENT PER DETAIL 2 ON THIS SH£ET (PVT) @ 6" PCC CURB PER SDRSD G-1 (PVT) (J) 0" PCC CURB PER SDRSD G-1 (PVT) @WALL PER STRUCTURAL PLANS (PVT) @18"X18" JENSEN PRECAST CATCH BASIN OR APPROVED EQUAL (PVT) @) SUMP PUMP (PVT) @DRAIN OUT THROUGH OPENING IN WALL @) BOLLARD PER ARCH PLANS (PVT) @AC OVERLAY PER DETAIL 3 ON THIS SHEET (PVT) NOTES: 1-1/2" EXISTING A.C. PAVEMENT A.G. OVERLAY GRIND EXISTING A.C. 1. APPLY TACK COAT TO EXISTING SURFACE PRIOR TO OVERLAY. 2. THICKNESS OF OVERLAY DETERMINED BY FINISH ELEVATION. FS 298.93 TC 299.31 FS 298.81 DETAIL B SCALE: 1 "=10' FS 299.53 FS 299.43 STORM DRAIN DATA TABLE EJg BEARING/DELTA SLOPE (%) LENGTH SIZE/TYPE 1 N 08°09'58" E --57.50' 3" PVC 2 N 81°54'10" W --21.50' 3" PVC 10 5 0 10 20 30 ~I ~~1-----1~~~~1-----11 SCALE: 1 "=10" McFARLANE ARCHITECTS Architecture• Planning• Interiors 6333 GREENWICH DJ?.1\t,F,, SUITE .150 SAN DIEGO, CALIFORNIA 92122 P: 858.453_ 1150 F: 858.453. 191 1 www.mcfarlanearchitects.com info@mcfarlanearchitects.com 9755 Clairemont Mesa Blvd., San Diego, CA 92124 Phone: (858) 614-5000 · MBAKERINTL.COM 10-19-20 09-28-20 09-08-20 PLAN CHECK RE-SUBMITTAL PLAN CHECK l~E-SUBIVIITTAL PERMIT SUBMITTAL DATE ISSUED REASON PROJECT NO. 20-150-07 -----------<" ~,~,,,.;/ ' ; it' GenMarkox GENMARK DIAGNOSTICS 6221 EL CAMINO REAL CARLSBAD. CA 92009-1604 TENANT IMPROVEMENTS CONSTRUCTION DOCUMENTS SHEET TITLE IMPROVEMENT PLAN SHEET NUMBER C3.0 c:, w "' Z, <( 13 ~ ffi z z <( ::. a:: w i!: 0 >-z <( z 8 (/) :::, w m l-o z ~ ::. c:, z <( I-~ a:: a. 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'.l12 I v_~JS1 ~ ' ,,,,,,, ,.,_,,, ",,:.', , ,~;4 10, ',,,,,:,:,",;,,,,·,/•",::;, ,,:;P PROPOSED CONDITIONS SCALE 1"=20' 20 10 0 20 40 60 1 ~ I i--1 SCALE: 1 "=20 ' McFARLANE ARCHITECTS Architecture• Planning• Interiors 6333 GREENWICH DRIVE, SUITE I 50 SAN DIEGO, CALIFORNIA 92122 P: 858.153. ! 150 F: 858.453. 191 I www.mcfarlanearchitects.com info@mcfarlanearchitects.com 9755 Clairemont Mesa Blvd., San Diego, CA 92124 Phone: (858) 614-5000 · MBAKERINTLCOM 10-19-20 h\_ 09-28-20 2jS 09-08-20 PLAN CHECK RE-SUBMITTAL PLAN CHECK RE-SUBMIHAL Pf::l~M/T SUBMITTAL DATE ISSUED REASON PROJECT NO. 20-150-07 GenMarkox GENMARI< DIAGNOSTICS 6221 EL CAMINO REAL CARLSBAD, CA 92009-I 604 TENANT IMPROVEMENTS CONSTRUCTION DOCUMENTS SHEET TITLE IMPERVIOUS AREA QUANTITIES SHEET NUMBER C3.1 .... 5 F 3: 8 (!) z <C i5 0:: 0 ffi z ~ :. ffi i3 >-~ z ~ ::::, l,J OJ .... 0 z ~ :. 0 ~ ~ 0 0:: a. CJ) F j!: 3: a t= <C ~ z ~ l,J OJ ~ a ~ :. 0 z <C STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REQUIREMENTS THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND) . 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: DEAN VOGT FROM: BURGER CONSTRUCTION AT (TEL.NO.) (619) 843-3478. 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 9. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 1D. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY, TD PROVIDE SUFFICIENT PROTECTION FROM RUNOFF DURING RAIN EVENTS. EROSION CONTROL HYDROSEEDING, PLANTING AND IRRIGATION 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A HYDROSEEDING SHALL BE APPLIED TO: 1 ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TD VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC WALL DR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B HYDRDSEEDING AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1 ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2 AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TD PROVIDE IRRIGATION TO THE CITY z 0 -f- "-<C Of-w z C!l ow -> BEST MANAGEMENT PRACTICE* f-- (BMP) DESCRIPTION < C!l >Z "' -w f--"' "' w-QC X a.. w CASQA DESIGNATION N I u CONSTRUCTION ACTIVITY w GRADING/SOIL DISTURBANCE TRENCHING/EXCAVATION STOCKPILING DRILLING/BORING CONCRETE/ASPHALT SAWCUTTING CONCRETE FLATWORK PAVING CONDUIT/PIPE INSTALLATION STUCCO/MORTAR WORK WASTE DISPOSAL STAGING/LAY DOWN AREA EQUIPMENT MAINTENANCE AND FUELING HAZARDOUS SUBSTANCE USE/STORAGE DEWATER ING SITE ACCESS ACROSS DIRT OTHER (LIST): BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE EROSION CONTROL SEDIMENT CONTROL BMPS TRACKING BMPS CONTROL BMPS z z 0 0 --f--f-51 u u "' ::, ::, f--<C f-~ "' ;i w f-OUl ::, C!l ffi ...J "' "' zw 0:: z z z"' z .. C!l <C :;;! a.. w ---0"' 0 C!l z "' <C a, a.. "' u Ii! u z "' -"' "' z "' "' w "' z -w :i: WUl -w f--...J C!l w < -z OC!l 0 8 ...J u "' < u ::, ...J < "'C!l a, <O WW w -...J -w ~ z f-<C 0 a, (/) z a,-N-..._ N w f--:::, 0 C!l w z 0 "' -C!l 0 f--:i !il ->-"' X ::, < "-w ...J f--::, <C "'Gl ...J < 0 I':! F':~ w ::, 0 ffi w w:::, a, :;:; Ii! -"' "' 0 e:; f---> Ii! 0 0 "'f--<DO 0 0 0 "'< ...J 0 w a, < z 00 < C!l << >-t;j lil <"' ...J -tll 0 -ffi f--< < f--"' f-Z f-0 :i: WO "' "' "-Ul> "' "'a.. u,-"' "' -0 r " <X) "' --,,, ..,. "' <D " <X) --N I I I 6 I I I I I J., I I I I u u u u w w w w w w t!j "' ~ w w w w w "' "' "' "' "' "' "' f- X X X X X X X X X X X X X X X X X NON-STORM WATER MANAGEMENT BMPS z 0 -f-f-<C z C!l C!l w z z -::, 0 -"' a.. -0 "' -f-z -::, <C --..... C, > "' "' w "' C!l I':! w 0 1:2 "' OUl < z zz "' < ow <O C!l uu -w wz -C!l f-...J ...J-ffi t; Z< a, uz -"' <C -<C f-< >W f-:i: w <"' < a.. 0 W...J .. a.. CLO a.. >U -,,, " <X) I I I I 1:2 1:2 "' "' z z X X X WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPS 0 z f--0 ~ <C z z l:!;l <C >--"' w z f--w C!l 0 w -> <C -f-w _J -z f-"' f---...J l,J < z < "' u w ~ ::, Is! ~~ "' < <C 0 f-.. f--"-w w UlZ z :;;! w ...J ...J "' <W ::, w ~~ >-< -a.. ...J .. ::, 0:::, "' -C!l -~ ...J fi1 0 t;j ow <C "' < "' "'C!l "' C!l f--WO, w u ...J f---< << U< -!;:~ f-~ iL is a~ ~~ 5~ ~ <C :::, "' :::, "' UlU "' :::, :i::::, u:::, "' N '? ..,. 'f' <D <X) "' -I I I I I I :::, :::, ::, :::, :::, :::, :::, ::, "' "' "' "' "' "' "' .. X X X X X X X X X X X X X X X DESCRIPTION SE-5, FIBER ROLL SE-6, GRAVEL BAG LEGEND SE-7, STREET SWEEPING AND VACUUMING SE-10, STORM DRAIN INLET PROTECTION FLOW ARROW NS-J, PAVING AND GRINDING OPERATIONS WM-1, MATERIAL DELIVERY AND STORAGE WM-J, STOCKPILE MANAGEMENT WM-4, SPILL PREVENTION AND CONTROL WM-5, SOLID WASTE MANAGEMENT WM-6, HAZARDOUS WASTE MANAGEMENT WM-6, CONCRETE WASTE MANAGEMENT WM-9, SANITARY/SEPTIC WASTE MANAGEMENT 11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NOTE: REFER TO THE CASQA CONSTRUCTION HANDBOOK FOR INFORMATION AND DETAILS OF THE CHOSEN BMPS AND HOW TO APPLY THEM TO THE PROJECT. 12. ADEQUATE BMPs TO CONTROL OFFSITE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED. 13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DAY NATIONAL WEATHER SERVICE FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY. 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HAVE BEEN COMPLETED. 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS NOL.SUFFICIENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION. 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE. 21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE. WEATHER TRIGGERED ACTION PLAN THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUCING PERlf.ETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED (40% CHANCE OF RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION. THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN", AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER TRIGGERED BMPS". DOUBLE ROW OF GRAVEL BAGS . ,. · ....•... PROFILE PLACE FILTER FABRIC BETWEEN GRATE AND CATCH BASIN 12" DOUBLE ROW OF GRAVEL BAGS fl.At! PLACE FILTER FABRIC DIRECTLY UNDERNEATH GRATE SO THAT IT IS HELD IN PLACE BY THE WEIGHT OF THE GRATE PERIMETER 2 GRAVEL BAGS HIGH NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3 IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1 SEED MIX SHALL CONSIST Of NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. 31bs PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs PER ACRE OF ACHILLEA MILLEFOLIA e. 31bs PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE IF DIMORPHOLECA g. ITEMS c, d, e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION Of THE CONTRACTOR. 2 TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS HAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. 3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0 WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D AREAS TO BE HYOROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING: 1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1. b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BIT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HAVE IRRIGATION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MATTING MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5, THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND IRRIGATION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. D SANDBAG OR t:: i □ EQUIVALENT <X) ~ 3 FT TYP. D I'S 1: 1 OR FLATTER D SIDE SLOPE SECTION A-A 10 FT (MIN.) D D PLAN 8 CONCRE:~ ~ASHOUT WM-8 D D •1 SANDBAG [IMPERMEABLE SHEETING D O_J D D A' TYPICAL STORM DRAIN INLET PROECTION DETAIL 3' TO 4' - N.T.S SE-10 8 TYPICAL GRAVEL BAG SECTION - N.T.S. SE-6 \ NOTE: !;/ /;/ \ f/1 \ ADJACENT ROLLS SHALL TIGHTLY ABUT EACH OTHER 1. STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN A TRENCH, 3"-5" (75-125mm) DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. E9 FIBER :~~L DETAIL SE-5 (city of Carlsbad STANDARD PROJECT REQUIREMENT CHECKLIST E-36 Project Name; 6221 El Camino Real Ph 2 Tenant Improvements Development Services Land Development Engineering 1635 Faraday Avenue {760) 602-2750 www.carlsbadca.gov ProjectlD: c02020.on17 2 ~---~~--------------------------1 DWG No. or uil mg Permit No.: cBc2020-0342 All development projects must implement source control BMPs SC-1 through SC-6 where applicable and feasible. See Chapter 4 and Appendix E.1 of the BMP Design Manual {Volume 5 of City Engineering Standards) for information to implement source control BMPs shown in this checklist. Answer each category below pursuant to the following. • "Yes" means the project will implement the source control BMP as described in Chapter 4 and/or Appendix E.1 of the Model BMP Design Manual. Discussion/justification is not required. • "No" means the BMP is applicable to the project but it is not feasible to implement. Discussion/justification must be provided. Please add attachments if more space is needed. • "N/A" means the BMP is not applicable at the project site because the project does not include the feature that is addressed by the BMP (e.g., the project has no outdoor materials storage areas). Discussion/justification may be rovided. SC-1 Prevention of Illicit Discharges into the MS4 Discussion/justification if SC-1 not implemented: □ No □ N/A Iii Yes □ No □ N/A SC-2 Storm Drain Stenciling_or Signage ;-D'°i-sc-us-,~io-n/c-ju-cst"'ific-atio-n ifi3c-2·-no-t-im~p-le_m_e_nt-e-d:-------------~--~-~~-----, ------------·--·---· --------------"'"'" --. '----' SC-3 Protect Outdoor Materials Storage Areas from Rainfall, Run-On, Runoff, and Wind Dispersal Discussion/justification if SC-3 not implemented: Not storing materials outside E-36 Page1 of4 □Yes □ No ~ N/A Revised 09/16 ~liiritefliji~t~t~ti1t~~«t~~t~~-~-~~-,,.~ .. , :t~~~~~~Y$~~i!l1i!~~~§!f3fl Al! development projects must implement site design BMPs SD~1 through SD-8 where applicable and feasible. See Chapter 4 and Appendix E.2 thru E.6 of the BMP Design Manual (Volume 5 of City Engineering Standards) for information to implement site design BMPs shown in this checklist. Answer each category below pursuant to the following. • "Yes" means the project will implement the site design BMPs as described in Chapter 4 and/or Appendix E.2 thru E.6 of the Model BMP Design Manual. Discussion/ justification is not required. • "No" means the BMPs is applicable to the project but it is not feasible to implement. Discussion/justification must be provided. Please add attachments if more space is needed. • "N/A" means the BMPs is not applicable at the project site because the project does not include the feature that is addressed by the BMPs (e.g., the project site has no existing natural areas to conserve). Discussion/justification may be rovided. lflJ:~,c ~--~lifg_ --~-41~i¼{~~~if?~!fj3f;t~~. :r;t~1iiJ?;~Jft~fl~ttltfi,,¥;t: --~D-1 Maintain Natural Drainage Pathways and Hydrologic Features O Yes ~ No □ N/A Discussion/justification if SD-1 not implemented: The drainage areas are urban. There are no "natural" drainage pathways or hydrologic features. The proposed project will generally maintain existing conditions drainage patterns. c-ao==--.---====-;c:-;c-C":C===~-----------------~~~~~=-=-' SD-2 Conserve Natural Areas, Soils, and Vegetation □ Yes ~ No □ N/A Discussion/justification if SD-2 not implemented: The existing site is a commercial property that is entirely built out. There are no natural areas to be conserved. r.cc~=~~-~-~-------------··--·----·-------------f-SD-3 Minimize Impervious Area D Yes ~ No o"is.cU--SSi()llijuStifiCation if SD-3 not implemented: The pre-developed site condition was primarily impervious and substitutions for landscaping/permeable pavers is not feasible with the intended usage. The proposed impervious surfaces require vehicular or high-strength pavement. 2 SD-4 Minimize Soil Compaction □ Yes !ii No D N/A Discussion/justification if SD-4 not implemented: Majority of site that is being developed is currently paved and therefore highly compacted. f-=c-~~~~~~---· ..... --------~~~=--,.cc-=-c-SD-5 Impervious Area Dispersion Iii Yes No D N/A iss·rti'fiD-e d: Al! improvements drain to existing paved areas as was the pre-developed condition, with an exception to the runoff collection at the bottom of the proposed ramp. Runoff collected by the catch basin at the bottom of the ramp will be pumped up and outflow into the nearby landscape area (energy dissipation required/shown on plans). E-36 Page 3 of 4 Revised 09/16 ii.li'.t~~~ :' ' •·. ·. """""" .. JI~ ' SC-4 Protect Materials Stored in Outdoor Work Areas from Rainfall, Run-On, Runoff. and . Wind Di~persal ~~~~=~~~-~~-------~ Discussion/justification if SC-4 not implemented: Not storing materials outside SC-5 Protect Trash Storage Areas from Rainfall, RUn-On, Runoff, and Wind Dispersal Discussion/justification if SC-5 not implemented: Trash bins have lids Iii Yes D No □ N/A SC-6 Additional BMPs based on Potential Sources of Runoff Pollutants must answer for each source listed below and ide tifY, dit_io11al _BMPs. {8_e_~_Ta_b~ _in_~PR(3_~d_i}<__E_: 1_q_tB_MP M_anual for g~idance). __ f-L-'-'~lol";·F~:_sit~~!~r:_n,:i ___ ~~~in !~~et~ ____________ .. _________________ Iii Yes □ No □ N/A Interior floor drains and elevator shaft sump pumps □Yes □ No 1!1 N/A □ Interior parking garages □Yes □ No 1!1 N/A □ Need for future indoor & structural pest control □Yes □ No 1o1 N/A □ Landscape/Outdoor Pestldde Use □Yes □ No 1!1 NIA □ Pools, spas, ponds, decorative fountainp, and other water features ·--------t--c-□Yes □ No 1o1 N/A □ Food service □Yes □ No 1!1 N/A □ Refuse areas □Yes □ No ~ N/A □ Industrial processes □Yes □ No 1o1 N/A □ Outdoor storage of equipment or materials □Yes □ No 1o1 N/A □ Vehicle and Equipment Cleaning □Yes □ No [ii NIA □ Vehicle/Equipment Rep~i_r __ ~~-~~~~~ten~_n_ce ___________ -+=cc--+--: □ Fuel Dispensing Areas □Yes □ No lil N/A □Yes □ No lil N/A □ Loading Docks □Yes □ No [ii N/A D Fire Sprinkler Test Water □Yes □ No [ii N/A □ Miscellaneous Drain or Wash Water □Yes □ No 1o1 N/A -----·--------·----□ Yes O No ----i-NJA F ''Y s" s r 'd tif he d · ·o l P er d. E F:! ov· e · ~~ "?Uis()""l.,','s,...._~v--v-, Location of storm drain inlets have been shown on plans. Storm drain systems will be maintained. ( CASQA SC-44) C-36 Page 2 of 4 i~ev[:sed 09/16 SD-6 Runoff Collection Iii Yes □ No □ N/A Discussion/justification if SD-6 not implemented: Only a small portion of the site runoff is collected in storm drain. The remainder sheet flows across the property to existing consistent with pre-development conditions. SD-7 Landscaping with Native or Drought Tolerant Species □ Yes (jl No □ N/A Discussion/justification if SD-7 not implemented: No new landscaping of significance. SD-8 Harvesting and Using Precipitation □ Yes (jl No □ NIA Discussion/justification if SD-8 not implemented: Infeasible for the limited area and site constraints E-36 Page4of4 Revised 09/16 SYMBOL --F'---F- -oooc::::x:::x: SE-7 0 NS-J WM-1 WM-J WM-4 WM-5 WM-6 WM-9 McFARLANE ARCHITECTS Architecture• Planning g Interiors 6333 GREENWICH DRIVE, SUITE 150 SAN DIEGO, lAUFO!mJA 92 I 22 P: 858.453.1150 F:858.453.1911 www.mcfarJanearchitccts.com info@mcfarlanearchitects.com 9755 Clairemont Mesa Blvd., San Diego, CA 92124 Phone: (858) 614-5000 · MBAKERINTLCOM 10-19-20 09-20-20 09·08-·20 PLAN CHECK RE-SUBMITTAL PLAN 0-l[CK RC-SUBMITTAL PERMIT SUBMITTAL DATE ISSUED REASON PROJECT NO. 20-J 50-07 GenMe.trkox GENMARK DIAGNOSTICS 6221 EL CAMINO REAL CARLSBAD, CA 92009-1604 TENANT IMPROVEMENTS CONSTRUCTION DOCUMENTS SHEET TITLE TIER 2 SWPPP NOTES & DETAILS SHEET NUMBER C4.0 Cl l!l Vl w "' a. X w w i!: f-:, 0 i!: ;;: 8 " z <( I (.) "' 0 ffi z ~ ::; ffi i!: 0 >-z <C z Cl l!l :, w ID f-0 z ~ ::; Cl z <( f-1.l 6 "' a. Vl i!: i!: ;;: ~ F <( g Vl <( z Cl ~ w ID ~ ~ ~ ::; Cl ~ ------------------------------ I . . ... ··----I I I -----('I I I I .. I I I .. --. ··-. I I ---------- -I . -· -----·-----;} I U) CJ) en I 2 I "' U) U) _,\\ \--~JJ ;__ -r ~"S-J [ // 1--~L__c_:_--__ : __ ~ ~ .. " -__ /_ I ---~~'r,-~·---+--~ )~i I I · v-----"\I ~,-=-._'1.-,_,h--,_--+--+--+ ..... -.... ~--. ~(]~L~-r_--r_ .. \ _ _:---f ' I '(-~le----+-+----·---. -I-·1 I 2 I · ... . . I ··-·◊ I l I ' ◊ ! ------------. ------.. ·1 ! -_ I I I I I I I I I I I I -· . . I ..... ··· 1 I I ◊ I .......... J ◊ ' ' I I T I I I (> : I U) u, U) U) U) en [bl U) U) en (/) U) I CONSTRUCTION NOTES: I ·-· I - ···· 1 I I I I I . -!- I ' (A, G) INSTALL TYPICAL STORM ORAIN INLET PROTECTION PER DETAIL A, SHEET C4.D @ INSTALL TYPICAL GRAVEL BAG PER DETAIL B, SHEET C4.0 @ INSTALL CONCRETE WASHOUT PER DETAIL C, SHEET C4.0 © INSTALL FIBER RDLL PER DETAIL D, SHEET C4.0 I ,,., .cl ______ -·-__ :,-;;;=_·-"-' * NS-3 · ~~/ 4 * WM-1 l"---G) * WM-3 * WM·4 * WM 0 5 · * WM-6 * wrvr-.:~r ·· / LEGEND ---F--- ·COOCX:X:X::X:X:· SE-5 SE-6 SE-10 WM-8 \ • \ ~ 6221 EL CAMINO REAL EXIST. BUILDING (FF=299.93) FIBER ROLL I NS-31* PAVING AND GRINDING OPERATIONS GRAVEL BAGS (2 ROWS HIGH) I WM-1 i* STORM DRAIN INLET PROTECTION MATERIAL DELIVERY & STORAGE SAWCUT LINE/GRADING LIMIT I WM-31* STOCKPILE MANAGEMENT CONCRETE WASHOUT I WM-41* SPILL PREVENTION ANO CONTROL FLOW ARROW I WM-s i* SOILD WASTE MANAGEMENT -t---i----t-1·---- I WM-61* I WM-81* I WM-91* I SE-71* NOTE: I ',\\\"1 G_ij -t--- Eil -\,\\'-;] _\_ ·,, \ >,y HAZARDOUS WASTE MANAGEMENT CONCRETE WASTE MANAGEMENT SANITARY WASTE MANAGEMENT --- STREET SWEEPING ANO VACUUMING * CONTRACTOR TO VERIFY LOCATION . ..... -.. ! . I I ◊ -1--- I ---~P~RIVATE STREET - 20 10 0 20 40 I ~ I I SCALE: 1 "=20 ' 60 I McFARLANE ARCH I TECl-S Architecture• Planning• Interiors 6333 GREENWICH DRIVE, SUITE 150 SAN DIEGQ,,CAL1IFOR~JU\ 97,LZ? P: 858.453. 1150 F: 858.453. 191 I www.mcfarlanearchitects.com info@mcfarJanearchitects.com 9755 Clairemont Mesa Blvd., San Diego, CA 92124 Phone: (858) 614-5000 · MBAKERlNTL.COM 10-19-20 09-28-20 09-08-20 ~ PLAN CHECK RE-SUBMITTAL PLAN CHECI< RE-SUBMITTAL PEIS:MJT SURMITTAL DATE ISSUED REASON PROJECT NO. --. ----· -· Gen I\Aark ox GEN MARK DIAGNOSTICS 6221 EL CAMINO REAL CARLSBAD, CA 92009-1604 TENANT IMPROVEMENTS CONSTRUCTION DOCUMENTS SHEET TITLE TIER 2 SWPPP PLAN SHEET NUMBER C4.1 (J z ui 1--· (J w cc I ~ w ~ ~ (J 2' ~ 0 ~ z w m z 0 (J z ~ ~ 0 w m m w ~ w ;:i= '3 i 0 w (!) i (J "" 0 "' w z i "" w ~ ;,; <{ z 0 w "l lli 5 z :;c 2' 0 ~ ti w cl "" Q_ SQ ;:i= ~ z 0 ~ (J ~ z 0 w m => w ffi "' z Q :;c 2 j ui z (!) m w 0 w "' r I I I I I I I I OVERALL SITE PLAN I!') I!') -·--·-~ I ~J 11 I 111 I U 1111111 1111 EXISTING RECESSED TRUCK LOADING DOCK TO REMAIN\ ---PROPERTY LINE ..--EXISTING GRADE LEVEL ROLL-UP DOOR 12 _l I I ISTING LANDS ISTING CO EXISTING NC ---- ~· ERVING ' IGNAGE ~ EXIS'FI-G q'S§ll)LE PARKING STAU-5, Gs: .. cc 0'RlflNG, TRUNCATED D .. ,,,,,_ 0 CONCRETE WHE · ~.-< N. T F-. '----~TI PATl--'f'QE.._A~C::F:S~IBIIJTY 'i2.6RKING TO PRIMARY EN CE -itN:,i;: 24 COMPLIANT ->¼RKING l-01 lZ~ .........___ PLANTER RI NG -TYR I ---E STI -SIBILITY FROM DISA PRIMARY ffl DMPLIANT S LE PARKING STALl:5,.._ U STRIPING, T ANO CONC . TYP, ,---EXISTING FIRE HYDRANT - TO REMAIN ' --·1NG 'UN AUTHORIZE ·--- I SIGN, COM 2,8. 0 I I I II Si I i!d I I I / EXISTING tA C~ PLIAN ·•.~--/ I l..LJ 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 f I!; I!; I!; f / 1 .. \ .. \Ol_AASE\PHASE 2 BASE FILES\PHA.SE 2_>(,SITE...15007.DWG A 1 . 0 GENERAL NOTES I, NO FLOOR AREA 15 ADDED TO THE BUILDING UNDER THIS PERMIT. 2. EXISTING FIRE TRUCK ACCESS ROAD AND HYDRANTS TO REMAIN; NO CHANGES TO FIRE DEPARTMENT ACCESS TO SITE OR BUILDINGS. 3. CONSTRUCTION DOCUMENTS APPROVED BY THE FIRE CODE OFFICIAL ARE APPROVED WITH THE INTENT THAT SUCH CONSTRUCTION DOCUMENTS COMPLY IN ALL REsr~ECTS WITH CURRENT CODE. REVIEW AND APPROVAL BY THE FIRE CODE OFFICIAL SHALL NOT RELIEVE THE APPLICANT OF THE RESPONSIBILITY Of COMPUANCE WITH THIS CODE (CFC I 05.4.4) 4. FIRE A.PPARATUS ACCESS ROADWAYS AND WATER SUPPLIES FOR FIRE PROTECTION 5 11All BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND DURING TH!: TIME OF CONSTRUCTION (CFC 1410, 1412) 5. SEE SHEET TI. I FOR REQUIREMENTS REGARDING STORMWATER QUALITY NOTES AND CONSTRUCTION BMP'S. G. Wt-JERE OUTDOOR AREAS ARE PROVIDED FOR SMOKING, SUCH AREAt:, ARt f-'KOHlt::117 tD WI rHtN 25' OF BUILDING ENTRIES, WINDOWS, AND OUTDOOR AIR INTAKES. SIGNAGE SHALL EE POSTED TO INFORM OCCUPANTS OF THE PROHIBITIONS. CGC SECTION 5.50/..7. SYMBOL LEGEND ~JOTE: SEE ARnllTECTURAL SYMBOL LEGEND ON SHEET TI. I FOR TYPICAL SYMBOLS ACCESSIBLE PATH OF TRAVEL -TITLE 24 COMPLIANT, SEE PLAN NOTES NUMBER OF OFF-STREET SITE PARKING SPACES COMPLYING WITH CARLSBAD MJNICIPAL CODE (CHAPTER 2 I .44). PARl<ING INFORMATION: OFF STREET PARKING REQUIREMENTS FOR COMMERCIAL/ INDUSTRIAL USE PER MUNICIPAL CODE SECTION 21.44.020 TABLE A: 6221 EL CAMINO REAL USES: OFFICE $ SUPPORT MANUFACTURING WAREHOUSE TOT/\LS: PROVIDED PARKING: (t:) srANlJARD (E) STANDARD ADA RATIO: ( 1/250 GSF) ( I /400 GSF) ( 1/1 ,000 GSF) TOTAL PROVIDED PARKING: SQUARE FEET: 37,490 19,374 I G,03'/ 72,901 PARKING RATIO (BASED ON 72,90 I S.F .. -OVERALL)= 3.G/1000 S.F. PARKING ST/\LL MINIMUM REQUIREMENTS (P[R CITY OF CARLSBAD MUNICIPAi COO[ SI:CTION 21 .44): REQUIRED PARKING: 150 48 IG 215 TOTAL 21G 7 223 EACH OFF-STRl::ET STANDARD PARKING SPACE 517/\LL HAVE AN AREA NOT LESS T!-IAN ONE HUNDRED SEVENTY SQUARE FEET EXCLUSIVE OF DRIVES OR AISLES AND w1rn A WIDTH OF NOT LESS THAN EIGliT AND ONE-t'IALF FEET. COMPACT PARKING STALL SIZ[ 51 IAU. NOT B[ L[SS Tl1AN [IGI IT f[[T IN WIDTt-1 OR LESS THAN FIFTEE:.N fEET IN LENGTH. PROPOSED PARKING CHANGES: EXIS_TING STANDARD PARKING PROVl'.JED: PROPOSED PARKING TO BE REMOVED: TOTAL PROVIDED PARKING:* PERCENTAGE CHAI\GE: (PROPOSED/EXISTING): 223/239 = 0.93% ·INCLUDING ACC[SSIDLE PARKING TOTAL . 239 23 223 McFARLANE ARCHITECTS Architecture• Planning• Interiors 6333 GREENWICH DRIVE, SUITE 150 SAN DIEGO, CALIFORNIA 92122 P: 858.453. 1150 F:858.453.1911 www.mcfarJanearchitects.com info@mcfarlanearchitects.com CONSISTENCY DETERMINATION I 0-05-20 SUBMITTAL DATE ISSUED REASON PROJECT NO. 20-I 50-07 Gen~1arkox GENMARK DIAGNOSTICS 6221 EL CAMINO REAL CARLSBAD, CA 92009· 1604 PHASE 2 TENANT IIVIPROVEIVIENTS CONSISTENCY DETERMINATION SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A 1.0 z w 2 w w O" '.,1 0 w '= :r: u ~ O' w ! w :r: ~ O' w Q_ Q 0 w w § '.::;, ~@ @ ~ @ y - ~ I I -~ I ~~ ~ I ~ ~--'------......... ___ ( I I I I I I I I I I I I I I I I -; I I I I -- ~ ~ ----- OVERALL SITE DEMOLITION PLAN I - I I I I " I .J. ~ /~~ I //1 I I I -------------- I -/ / ----------- '----' '----' .I I I I I ' / / / / / I I I I / I I I I I I .. \.\0 I_BA>E\PHASE Z BASE FILES\PHASE 2_X-SITE_l 5007.DW I I I I I I I I I I I I I I I I I ( 0 GENERAL NOTES NO FLOOR AREA 15 ADDED TO THE BUILDING UNDER THIS PERMIT, 2. EXISTING FIRE TRUCK ACCESS ROAD AND t--lYDRANTS TO REMAIN; NO CHANGES TO FIRE DEPARTMENT ACCESS TO SITE OR BUILDINGS. 3. CONSTRUCTION DOCUMENTS APPROVED BY Tl-IE FIRE CODE OfflCI/\L /\RE /\PPROVl:D WITH IHE INTENT THI\T SUCH CONSTRUCTION DOCUMENTS COMPLY IN ALL RESPECTS WITH CURRENT CODE. REVIEW AND APPROVAL BY THE FIRE CODE o:=FICIAL sr,ALL NOT RELIEVE THE APPLICANT OF THE RESPONSIBILITY OF COMPLIANCE WITH THIS CODE (CFC I 05.4.4) 4. FIRE APPARATUS ACCESS ROADWAYS AND WATER SUPPLIES FOR FIRE PROTECTION SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND DURING THE TIME OF CONSTRUCTION (CFC 1410, 1412) 5. SEE 51-'EET TI. I c"OR REQUIREMENTS REGARDl~IG STORMWATER OUALllY NOTES AND CONSTRUCTION BMP'S. G. WHERE OUTDOOR ARfAS ARF' PROVlfJfD FOR SMOKING, SUCH AREAS ARE PROHIBITED WITHIN 25' OF BUILDING ENTRIES, WINDOWS, AND OUTDOOR AIR INTA;~ES. SIGNAGE SIIALL BE POSTED TO INFORM OCCUPANTS OF THE PROHIBITIONS. CGC SECIION 5.504.7 - DEMOLITION LEGEND NOTE: SEE ARClilTECTURAL SYMBOL LEGEND ON S~IECT TI .2 roR TYPICAL SYMBOLS EXISTING SITE IMPROVEMENTS TO REMAIN EXISTING SITE IMPROVEMENTS (CURBS, TREE PU'\NTERS, ETC.) TO Bl:': REMOVED __ , _____ _ EXISTING SITE WALL (TRASH ENCLOSURES, EQUIPMENT SCREEN WALLS, ETC.) TO BE REMOVt':D EXISTING PARKING STALL STRIPING TO BE R£MOVED 1--.,---,--. -----i AREA OF PAVING DEMOLITION. SEE CIVIL DRAWINGS I I L_ '...._ :_ _'._ -_:_ -___J DEMOLITION NOTES CD 0 CD 0 CD © 0 EXISTING MASONRY EOUIPMl:':NT SCREEN WALL, GATES AND HARDWARE TO BE REMOVED, TYP. EXISTING CONCRETE CURB TO BE REMOVfD AS RFQUIRfD BY NFW WORK. SF:E CIVIi. DRAWINGS AI\JD SITF' PIAt,,.; EXISTING LANDSCAPII\IG AND IRRIGATION TO BE REMOVED AS REQUIRED BY NEW WORK. CONTRACTOR TO FIELD VERIFY SCOPE Of WORK REQUIRED. EXISTING CONCRETE PAVING -IO BE RtMOVED AS KtUUIKt~ t:W NtW WORK. EXISTING AC PAVING TO BE REMOVED AS REQUIRED BY NEW WORK. EXISTING CONCRETE EQUIPMENT PAD TO BE REMOVED. EXISTING TRASII ,t. RECYCLING ENCLOSURE TO REMAIN. McFARLANE ARCHITECTS Architecture • Planning a Interiors 6333 GREENWICH DRJVE, SUITE 150 SAN DIEGO, CALIFORNIA 92122 P: 858.453. 1150 F: 858.453.191 1 www.mcfarlanearchitects.com info@mcfarlanearchitects.com CONSISTENCY DETERMINATION 10-05-20 SUBMITTAL DATE ISSUED REASON PROJECT NO. 20-150-07 GenMarkox GENMARK DIAGNOSTICS 6221 EL CAMINO REAL CARLSBAD, CA 92009-1604 PHASE 2 TENANT iMPR:01/'tM'ENl'S CONSISTENCY DETERMINATION SHEET TITLE OVERALL SITE DEMOLITION PLAN SHEET NUMBER A 1.00 Eb V I,- V 3'-0" 0 0 0 0 0 0 25'-7" r I',~ 3'·G" '·41' : I',--._..__ "---0SIM. ·: :-•. "2-,l' ~-r--.. -.-+1-G-.'C,i',1"3 0 2 z ~0 fvf--,i"I---IJ---1--t--+-V V ,...v (i)-----V V V \ II~----,~ .. '·~ EMFRGENCY GENERATOR ( V V V V V / l_ h f-- q ii] \0::V1YP. 0 ' ~ 7'-G" 0 ' D TRASH/ ~ --'k-----1 1/li,--'R'o'EceC'-'Y-'~;"L\"'. N""' rl!.-jl 0 ' "1 fXl~TING TRASH/ RECYCLING 22'-8" 5'-4" 3'--0" ~ ------ • 7'-b" b"~ TRASH/ RECYCLING ./J~ fXISTING TRASH/ RECYCLING .. ----® ~ .~ i,,----8 PARTIAL ENLARGED SITE PLAN TRASH ENCLOSURE & GENERATOR YARD 8' 8'-0" 141-811 1/8" -1 '·O" ~ ¥ 58'-2" c,"', -T~YP~._\-¾\--I~~;=", ----+-----1---"··-----r ; -----------~ ;~ T\'--------------------------------····· -----~", "----~'9-'k·· c,,~t---'s,J1~:';----:=::z-:;i;2-:::ic===~-====;:::-c:::::::./2:::::F~·· -(~--:_,-·"'·~:=T~I ::::-t,, =-:;::;:::~:::;::::_______:::::::=-::;::=@=:2===.=r /v5,_=========j2===7r-~----==/=3ii.,.l'.'..,.c;~i''--4 0 ~ 3 \ -1-,, _,,_ --,'ZTYP. __.. '=' \ f .. \.\Ul_BASE\PHASE 2 BASE FILES\PHASE 2,_X-S.1TE_l 5007.DWG I A 1.1 °'· .. .... . t:: ~ [vAPj ~ \':~SIM ---._ \0::VTYP ~ .,_l, _ _,_10_'3 ~1 I f-----l J'--t --r·-·················(0) ~ ~~0 _ ___.-----f 1 --1~ '-,-----lfcJ~. -+--------·· -----t----C_Jt;>~---_O_" __________________ --·----------,<'----_ ____ ___ _ _ ---------,,~2--.. ___ 3_8_'·_1 _I" _____ ------------.<-I, 0 ii] i . , ... ...4 _8_'_·2_"+--------------l----¥~--.. ' A3 0 r ✓-------{~ lr,--.. -.-.-.-.-.-.c=.-=-.-.-_ r·----1 I 0 ' ii] 3'-0" I _ .. 1 • ' . . .. . ' . 4'-2" 00 TYP. PARTIAL ENLARGED SITE PLAN -LOADING DOCI< AND TANI< YARD 2 1/8" -1 '·O" .. \ .. \01_[)ASE\PIIASEZBASEFILES\PHASE2)(-SITE..15007.DWG A 1 1 . / I \ L / I ~ ---~? C" .... j ' i )\ '\ Ii L-----1 _)\\ -, I -~ ' - r I ... _[ ! /\ 5 \ ' / ~ I I I __ -L·. / "' __ (/ -....., Q ! ~o • .. I , II __ _, - . ' s---··(s)----._ "1 57'-8" -' ---. b'--0" 20'-0" ',--I 2'-2" . . --~---"'' ---- b ~~~t-JE~ - ' " _, ---. ·-. @ ~ ~ "' "' @----._ ~ ' ' ~ ~ j"y. ai b -- -,v \cV ,- I ---. --~ -- D ',_ ' ~ -----~· ~ r--·· -. _)91 .. .. . . ,. . ·--,,. ... . ... 23 -----·· W-i-~ PARTIAL ENLARGED SITE PLAN -HELIUM TANI< YARD 3 Custom .. \.\Ol_BASE\PHASE 2 BASE FILES\l'HASE 2_)(-SITE_ 15007.DWG A 1 . 1 $N GENERAL NOTES I. CONTRACTOR TO VERIFY EXISTING DIMENSIONS, ELEVA-1 IUNt:i AN[) Ullll"IY LOCA-1 IONS IN flfLD PRIOR TO START OF WORK. NOTIFY ARCHITr'CT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE DOCUMENTS AND EXISTING CONDITIONS. 2. DIMENSIONS ARE TO OUTSIDE F:NISH, U.N.O. 3. SEE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR RLLAI E:U WORK. CONTRACTOR TO COORDINATE ALL SUB-TRADES. 4, SCREENED LINES INDICATE EXISTING CGr6TRUCTION. l(EY NOTES CD 2 3 4 5 ffi @ @ @) 03> ~ c; @ @ ~ 0 @ @ @ @ @ @ @ @ @ @ EXISTfNG BUl'LDrNG WALL TO REMAl~L EXISTING CONCRETE PAVING TO REMAIN. EXISTING AC PAVING TO REMAIN. EXISTING CURB TO REMAIN. EXISTING LANDSCAPED AREA TO REMAIN. f"ATCl"l AND REPA1R PLANTING AND IRRIGATION AS R[QUIR[D BY N[W WORK TO MATCH EXISTING CONDITIONS. EXISTING TRASH i: RECYCLING ENCLOSURE TO REMAIN. CONCRETE CURB TO MATCH EXiSTING CURB. PATCH AC PAVING AS REQUIRED. SEE DETAIL 8/A9.3 AND CIVIL DRAWINGS. CONCRETE MASONRY TRASH.$ '-2..ECYCLING ENCLOSURE WAU. WITH PAINTED GALV. METAL SWINGING GATES AS 51-"IOWN. BASIS OF DESIGN: RCP BLOCK AND BRICK, SPLIT FACED UNITS, COLOR: NATURAL. SEE ELEVATIONS, CIVIL AND STRUCTURAL DRAWINGS. GALVANIZED SfEEL LOUVER ASSEMBLY IN SCREEN WALL. PAINT TO MATCH WALL COLOR. CONCRETE MASONRY EMERGENCY GENERATOR ENCLOSURE Wini PAINTED GALV. METAL SWINGING GATES AI\JD WALL LOUVERS AS SllOWN. BASIS OF DESIGN: RCP BLOCK AND BRICK, SPUT FACED UNITS, COLOR: NATURAL. SEE ELEVATIONS, CIVIL AND STRUCTURAl DRAWINGS. REC!':SSED LOADING DOCK RA!VP. SEE CIVIL AND STRUCTURAL DRAWINGS. CONCRETE MASONRY SCREEN WALL WITH PAINTED GALV. METAL SWINGING GATES AS SHOWN, WALL TO BE MIN. 8"x8"x I G" SPLIT FACE CONCR[T[ MASONRY UNITS. BASIS Of DESIGN: RCP BLOCK AND BRICK, SPLIT FACED UNITS, COLOR: NATURAL. SEE ELEVATIONS, CIVIL AND STRUCTURAL DRAWlt--lGS. RECESSED DOCK LEVELER. SEE ELEVATIONS AND STRUCTURAL DRAWINGS. MIN. 42" HIGt--1 GALV. PAINTED STEEL PIPE GUARDRAIL. SEE ELEVATIONS AND STRUCTURAL DRAWINGS. CONCRETE PAVING AT EXISTING GRADE. SEE CIVIL DRAWINGS :"ROVIDE DOORBELL AT GATES. LOCATE BELL IN WAREt--lOUSE. COORDINATE WITH OWNER FOR FINAL LOCATION. SEE ELECTRICAL DRAWINGS. CONCRETE MASONRY BULK ARGON AND NITROGEN TANK ENCLOSURE WITH PAINTED GALV. METAL SWINGING GATES AND WALL LOUVERS AS SHOWN. BASIS OF DfSIGN: RCP P.il.O~K AND BRICK, SPLIT FACED UNITS, COLOR: NATURAL. SEE ELEVATIONS, CIVIL AND STRUCTURAL DRAWINGS. CONCRETE MASONRY SCREEN WALL WITH PAINTED GALV. MET/\L SWINGING G/\TE AS SHOWN. MATCH MATERIAL .t\ND FINISli OF NEW SITE WALLS. EMERGENCY SHOWER/ EYEWASli. SEE PLUMBING DRAWINGS. BULK N2 TANK AND VAPORIZER BY OWNER'S VENDOR. SEE STRUCTURAL DRAWINGS FOR At~CriORAGC.. BULK AR TANK AND VAPORIZER DY OWNER'S VENDOR. SEE STRUCTURAL DRAWINGS FOR ANCHORAGc. MIN. 4" DIA, STEEL ?tPE BOLLARD SET IN CONCRETE. BULK t-lELIUM TANK TRAILER ENCLOSURE. (HELIUM TANK BY OTrlERS -NIC.)CONCRETE MASONRY SCREEN WALL WITH PAINTED GALV. METAL SWINGING GATE AS St-lOWN. MATCH MATERIAL AND FINISH OF NEW SITE WALLS. CONCRETE PAD AT HELIUM TRAILER BEARING, SEE CIVIL AND STRUCTURAL DRAWINGS. CONCRETE CURB AT INTERIOR OF ENCLOSURE. SEE CIVIL AND STRUCTJRAL DRAWINGS, SLOPE CONCRETE PAVING AS REQUIRED. SEE CIVIL DRAWINGS. EM[RG[NCY POWER Dl[S[L GENERATOR WITll DOUDLE-WALL BASE TANK ON RAISED CONCRETE PAD. SEE STRUCTURAL AND ELECTRICAL DRAWINGS. STORM DRAIN CATCH BASIN -SEE CIVIL DRAWINGS, CONCRETE CONTROL/ EXPANSION JOINT -n'P, 02 CYLINDERS AND MANIFOLD. SEE PLUMBING DRAWINGS FOR PIPING INFORMATION. ANCHOR TO WALL PER DETAILS 5/A9,2 t G/A9.2 SIM. McFARLANE ARCHITECTS Architecture~ Planning• Interiors 6333 GREENWICH DRIVE, SUITE 150 SAN DIEGO, CAUFORN/A 92 I 22 P: 858.453.1150 F: 858.453.1911 www.mcfarlancarchitccts.com info@mcfarlancarchitccts.com CONSISTENCY DETERMINATION 10-05-20 SUBMITTAL DATE ISSUED REASON PROJECT NO. 20-150-07 GenMarkox GENMARJ< DIAGNOSTICS 6221 EL CAMINO REAL CARLSBAD, CA 92009-1604 PHASE 2 TENANT lll/1Pr,OVtlVIENITS CONSISTENCY DETERMINATION SHEET TITLE PARTIAL ENLARGED SITE PLAN SHEET NUMBER A 1. 1 u z B ~ I u ~ ui z '-" u, w 0 w ;e PROPOSED 33'-IO" TALL N2 TANK IN SCREENED ENCLOSURE ~ PROPERrY LINC 20'-0" SETBACK LINE OF SIGHT AT 5'-0" ABOVE GRADE AT PROPERTY LINE -- ___________ ~-NEW MECHANICAL UNITS ON ROOF -TYP. SEE ROOF PLAN AND MECHANICAL DRAWINGS /, EXISTING MECHANICAL / .f UNITS ON ROOF -TYP. _/ ' ----UNE rn= PARAPET BEYOND ~ I PROPERTY LINE /-·-··-LINE OF SIGHT I AT 5'-0" ABOVE GRADE: AT --------------------------PROPERTY LINE -------~================-~~~~==-==~ STING ........._, -__-_/ CTJ EXISTING " I I EL CA'flNO REAL -, -~~~--< XISTING ----------EXISTING BUILDING / 1======1 ~ ---------------JI C) ...------(? OADING DOCK f-.-6221 El CAMINO REAL ---t;i ____ in_,7<f ____________ r_A_RK_1_NG_---t_~"'-"..,::,-';_-:;_-:;_-:,-::,-:::_-:;_-:,_-:,-::,-:::_';f-B-E_Yo_ND_l _______________________ _c"'+.,_ ____ _,_--1~-------PA_R_K_1N_G _____________________ -_-_---l--~-'~'"-'!<---------___ -1--,. __________ _ NOTE: ROOF TOP MECHANICAL UNITS ARE NOT VISIBLE FROM THE PROPERTY LINE OR EL CAMINO REAL 6221 EL CAMINO REAL -SITE SECTION LOOl<ING NORTH I .. \.\01 JlASE\PHASE 2 BASE FILES\PHASE 2_XASll'E-SECl'ION _I 5007.DW A 1 . 3 (j: I I :"RIVATE ST ET ------------ --------------- PROPOSED 33'-IO" TALL N2 TANK IN SCR[[N[D ENCLOSURE LINE OF SIGHT AT 5'-0" ABOVE GRADE AT PROPERTY LINE-\ --------------- H LIUM TANK \ \ PROPER1Y LI ~E -~,) E CLOSURE __ _ ------------- 1/ /,,----LINE OF PARAPET BEYOND / / --EXISTING MECHANICAL UNITS ON ROOF -TYP. NEW MECHANICAL UNITS ON ROOF -TYP. SEE ROOF PU\N AND MECliANICAL DRAWINGS --------------- --------------- ------------ --------------- / LINE Of SIGHT FROM J PROPER1Y UNE --------- ---------------------- AT 5'-011 ABOVE ~~ GRADE AT . I S f ~~" r:1 9 -~------sff ~f' :ROPER1Y LI N,E ~L--~'.,'.,_'IJ/--'--'--"0,,,-.,-L. ______________ 1_--_-_----------------------------+~~',.j,-___________ j__ _____________ -_-_-l---"?-'", ,k---, I I l NOTE: ROOF TOP MECHANICAL UNITS ARE NOT VISIBLE FROM THE PROPERTY LINE 6221 EL CAMINO REAL -SITE SECTION LOOl<ING WEST 2 1" -30' .. \.\OI_BASE\PHASE 2 BASE CJLES\PHASE 2_XA-SITE-SECTION_l 5□()7.DW A 1 . 3 McFARLANE ARCHITECTS Architecture u Planning• Interiors 6333 GREENWICH DRIVE, SUITE 150 SAN DIEGO, CALIFORNIA 92122 P: 858,453, 1150 F: 858.453.1911 www.mcfarlanearchitects.com info@mcfarlanearchitects.com CONSISTENCY DETERMINATION 10-05-20 SUBMITTAL DATE ISSUED REASON PROJECT NO. 20-150-07 Gen t.Jlark ox GENMARK DIAGNOSTICS 6221 EL CAMINO REAL CARLSBAD, CA 92009-1604 PHASE 2 TENANT IMPROVEMENTS CONSISTENCY DETERMINATION SHEET TITLE SITE SECTIONS SHEET NUMBER A 1.3 ~ w 0 w I ~ " 0 EXISTING ENCLOSURE TO REMAIN EXISTING ENCLOSURE TO REMAIN EXISTING ENCLOSURE TO REMAIN 9 A 1.4 EXISTING ENCLOSURE TO BE REMOVED EXISTING ENCLOSURE TO BE REMOVED , ,. -~ . · . . , '. •' , ' " EXISTING ENCLOSURE NEW ENCLOSURE FINISH 8 A 1.4 I I ~ '---._ , I ( ' ' ' ' ' ' , , ; , ; I I I I • I I . I I ' 7-.._'f ,' ,' ,' I ._ • • I I / ,,,,,,, ' ' ' ,' / / / , , ' 2 ----------------------- OVERALL EXISTING SITE PLAN 0 EXISTING BLOCK SCREEN WALL PROPOSED BLOCK FINISH AT NEW SCREEN WALLS: SPLIT FACED CONCRETE MASONRY UNITS; COLOR: NATURAL MFG. BY: RCP BLOCK & BRICK. SEE KEYNOTE #5 ON A3.0 & A3. I EXISTING EQUIPMENT ENCLOSURE TO BE REMOVED I I I I I I I I / / / I I I I I I I I I I I 2 A 1.4 3 A 1.4 I I I McFARLANE ARCHITECTS Arch i t e ctu re •Plan n i ng • Int e ri o rs 6333 GRE ENWICH DRIVE, SUITE 150 SAN DIEGO, CALI FOR NIA 92122 P: 858.453.11 50 F:858.453.19 11 www.mcfar!anec1rchitects.com info@mr farlanearchltects.com CONSISTENCY DETERMI NATION ! 0-05-20 SUBMITTAL DATE ISS UED REASON PROJECT NO. 20-J 50-07 rJ,, Gen Mark ox GENMARI< DIAGNOSTICS 6 22 1 EL CAMINO REA L CARLSBAD, CA 92009-1604 PHASE 2 TENANT IM PROVEMENTS CONS ISTENCY DETERMINATION SHEET TITLE SITE PHOTOS SHE ET NUM BER A 1.4 u z G w '= :r: u ~ w ! ~ u 2 0 I.GABY [§] (§j) B.5 I ® I E E.4 E.5 I ~ ! , C:±,, c=I. • :I ~ ~ ~ •. ~ 1m ==~~=====~==~mi•====~-=~=~=~b~-----:-------< 1-_/ i CORRr□o• i . 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I I' :• I, I I" f\ I li....,,_IJ:I.. -iL.. _11_ J _ L _1s1_ ..Jll -L _1!!1_ JI -L ...:..,,a l"INIIHWGOODS COlD 5'0AAGS [ill JI._ L,[il.Jl_ ...Ill, l ' KlfllNG t:JJI] ..__. 1------- 1 -------··--□------- I OfflCE ces [filJ [ill] • "·'"'• DO ""'" ,, ------ I □·· ~ I ..llil -liL -"'-..Jll ,£ Iii- L I WAf<EH□USE [iTIJ I ElECmCAL ~ CON\UMIIBLES COLD STOAAGE [ill f0RMUIA110N\ DE] Q . ·--...,,._,,.... roF I I lWS I [ill] I I I I I fl L-fiJ ___ __.J PP-ION[ OFFICE IJliJ [ill] j 00 -~1 I I I I I I I I I I I I GOWN\._ [Jfil FE ·-·- INCOMING INIPffTION @] -- _A I I I I I lrnaa,ooa I CfilJ tl-:) I I I 11:=~==, F='ll'I ' I /\IRLOCK c.. [§] I ------- I _j_ MAINTENANCE SPIOP [§] H·3 HIIZMAI SIOI/AGC [ill] □ McFARLANE ARCHITECTS Architecture n Planning• Interiors 6333 GREENWICH DRIVE, SUITE 150 SAN DIEGO. CALJFORNlA 92122 P: 858.453.1150 F: 858.453. 191 I www.rncfar/anearchitects.com lnfo@mcfarlanearchitects.com CONSISTENCY DETERMINATION 10-05-20 SUBMITTAL DATE ISSUED REASON PROJECT NO. 20 150-07 Genfv1arkox GENMARK DIAGNOSTICS 6221 EL CAMINO REAL CARLSBAD, CA 92009-1604 PHASE 2 TENANT IMPROVEMENTS CONSISTENCY DETERMINATION SHEET TITLE PHASE 2 -OVERALL FIRST LEVEL FLOOR PLAN SHEET NUMBER A2. 1.0 u z u ;:; G w >= I u ~ w ~ ~ ~ ui 115 in w 0 w is A 3 @--- 4.6r-------j 5 (j)------- / I MISCH / / / Dill /1 -0' / ~RE/\KROOM 09D 00 I -, I 2 B.4 B.5 B.8 C I-I __ +--- 1F/\K OS OS ©-\ e>O srorc 2DM ~ai-----1=----=+= ·-~ I I I I _L 00 C.5 D CONF I 2DOC I er E.4 E.9 F G i GENERAL NOTES ·I. CONTRACTOR TO VERIFY EXISTING DIMENSIONS, ELEVATIONS AND UTILITY LOCATIONS IN FIELD PRIOR TO START OF WORK. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE DOCUMENTS AND EXISTING CONDITIONS. 2. 3 4. 5. G. S[[ WALL TYPE AND WALL rRAMING Dr:TAil SHEETS FOR TYPICAL WALL TYPES AND FRAMING DETAILS. DIMENSIONS ARE TO OUTSIDE rAC[ or DRYWALL, UNO -PANELING, Tilt,$-OTI-J:'.:R ATTACliMENTS ARE IN ADDITION THEREOF. SEE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR REU\TED WORK. CONTRACTOR TO COORDINATE ALL SUB-TRADES. CONTRACTOR TO FILL AND PATOi ALL LOCATIONS OF EXISTING 4 NEW UTILITY PENETRATIONS THRU THE flOOR. SCREENED LINES INDICATE EXISTING CONSTRUCTION. CONTRACTOR TO VER:FY CONDITION OF EX'STING WALLS. PATCH/ REPAIR A5 REQUIRED AND PAINT PER FINISH SCHEDULE . . · 7. S[[ DRAWINGS WITl·I 'F' SUfrlX fOR rlNISI-J INf'ORMATION. 8. ALL WALLS SHALL BE ltVEL 4 DRYWALL r-lNl~H UNO. 9. ALL ROOMS REQLIRING A ROOM IDENTIFICATION SIGN SHALL BE PROVIDED WITH BRAILLE IN COMPLIANCE WITli CBC I I B-703. SEE MOUNTING HEIGt'ITS SCt'IE.DULE SHEET. I 0. ALL ELECTRICAL, PHONE AND DATA OUTLETS TO BE MOUNTED AT 18" Aff UNLESS NOTED OTIIERWISE. I I. CONTRACTOR TO PROVIDE JOINT SEAlANT AS REQUIRED BY CODE AND INDUSTRY STANDARD INCLUDING BUT NOT LllvllTED TO THE FOLLOWING LOCATIONS: AT EXr,,osrn JOINTS BETWEEN RECESSED ELEMENTS, PLUMBING FIXTURES, WINDOW/DOOR FKAM[S, :::JURf-ACt MOUNl [lJ KACtWAY'.::J ANlJ tXPOSt::D S'JRFACf'S SUCH AS WALLS, FLOORS, CEILINGS OR COUNTERTOPS. PROVIDE MILDEW RESISTANT SEALANT AT ALL WET LOCATIONS. SYMBOL LEGEND WALL TYPE -SEE WALL TYPE SliEET EXISTING NON-RATFD WALL ASSfMBl Y TO RfMAIN ~ EXISTING I HOUR FIRE BARRIER TO RfMAIN NON-RATED WALL, SEE REFERENCED WALL TYPE. SEE REFLECTED CEILING PLAN FOR FULL HIEGHT WALLS I r10UR FIRE BARRIER -SEE REFERENCED WALL TYPE l(EY NOTES 0 EXISTING IMPROVEMENTS PER PREVIOUS PERMITS TO REMAIN. NO WORK UNDER TlilS PERMIT. 0 PROVIDE CODE REQUIRED MAXIMUM OCCUPANT LOAD SIGNAGE, COMPLYlh'.G WITH CBC SEC. 1004.9 AND I I B-703 -TYP. MOUNT SIGNAGE PER Tt-JE MOUNTING HEIGHT 50--IEDULE AI0.2. SEI:: DElAIL 13/A:::J.O. 0 MIN. 24" WIDE ROOF ACCESS LADDER TO NEW ROOF IATCH ABOVE. SEE DETAIL I 9/A9.2. SEE ALSO ROOF PLAN AND STRUCTURAL DRAWINGS. 0 DOOR IN NEW FULL-llEIGHT WAll. SEE DOOR SCHEDULE. McFARLANE ARCHITECTS Architecture• Planning• Interiors 6333 GREENWICH DRIVE, SUITE 150 SAN DIEGO, CALIFORNIA 92122 P: 858.453.1150 F:858.453.1911 www.mcfarlanearchitects.com info@mcfarlanearchitects.com CONSISTENCY DETERMINATION 10-05-20 SUBMITTAL DATE ISSUED REASON PROJECT NO. 20-150-07 Genf\lla.rkox GENMARI< DIAGNOSTICS 6221 EL CAMINO REAL CARLSBAD, CA 92009-1604 PHASE 2 TENANT IMPROVEMENTS CONSISTENCY DETERMINATION SHEET TITLE PHASE 1 OVERALL SECOND LEVEL FLOOR PLAN SHEET NUMBER A2.2.0 w c!' QC w Q_ Q 0 w w Q' ~ :;;, () z -------------··r· -1--------- e----+,---1 ~--------- f----------~--------------- --... ----------- ----------·- .. --22' 8" ------------ I f-------------- -t--------------.. ·---- --------- 24'-0" ,---_T_OP_O_F_P_A_~_ET_(E_Xl~TING) J. 34'-0" 'f ----------------- EXTERIOR ELEVATIONS LOADING DOCl<ANO LN2 TANI< YARD 1/4" -l'-0" I ------------------ ! --------. ------------+;---, e--------. ~--------------------- -------------. -------------------------, _,, • I \ I I --------------------- I----------- ,---------------------- i~--\~-+--1 ------------------1--------------------- -• -• , .• -I • ' ' •. 1 ·, I SITE SECTION THROUGH LOADING DOCI< 5 TOP OF WALL~ +!-7'-0" (MATCH EXIST.) i ~'-----+----- ' ' . l • • • ' . ,-• . ' • TRASH & RECYCLING 6 TRASH & RECYCLING 1/4' -l'-0" .. \ \Ol_Ba,e\l'HASE 2 Base mes\PHASE 2_x-sitc--c,lcv_ 15007.dwg A3. Q 1/4" -l'-0" -----,-------. -- ------ I 2 l---+-~/ _TO_P _O_F_P_A_RA!_ET_(E_Xl~TI NG) J. 3Li'-O" 'f ------------------- 8'-0" O.C MAX, , r 5 .. \_..\U I_Basc\PHASE 2 Base lilcs\PHASE 2 __ x-si!e-elcv_1500/.dwg A3 Q , ------·--------------- D ; ----------0 /- -----------,. LJ ------j 2 i----c_ ~ ---. --.. ----. ----: ---- i I -- -' --· -·- I ST FLOORi:E\iEL l - T O' 0 11 I I I I I I r--L-------------------------~--, I I L _______________________________ J TRASH & RECYCLING 4 1/4' -l'-0" .. \.\Ol_Basc\PHASE 2 Base rnes\PHASE 2_x--sitc--c,lcv_l5007 dwg A3. Q ---------------- -------- _T_O_P_O_I,' ,:'N:..A:::LL'--1~ 8 1-011 _____________ APPROX. TOP OF TA~A._ __ 331-la-T ! ____ TOP OF_PARAPET (dx1sr1NGI J. 3 I '-0" 'f ----------------- 0'-0" 1 .. \.\Ol_B.ts~\PH/\SE 2 Base ftles\PHASE 2_><-,ll,•d~v_1500/.dwy A3 Q . ___________ --~PROX ~OP OFT__:'~ 33'-la"T -----TOP OF_PARAPET (JX!:3TING) + I 31 '-0" --------- ...,__ c;;-, ---~ \ t------- -- TOP OR WALL J.. 12'-0" -,:7 -i / / ~ f'-----___ __,,,, / -~I-/ -/1----------------+-f----+-1 I . • l • . . •,' . . . : ..... ·' ' . . . .,, TRASH & RECYCLING 1/4" -l'-0" 2 .. \.\01 _Basc\PHASE 2 8a1e fib\PHASE 2_x-sitc-dcv_l5007.dwg A3 Q . TOP OF WALL~ +!-"l'-0" (MA1·cH cx1sr.i FINISHED 5">URFACE ,' ' O'O" , _________ - -' i 3 .. \.\Ol_Base\PHASE 2 Baw rnes\PHASE 2_x-slte-elev_ 15007.owg A3. Q GENERAL NOTES I. ' CONTRACTOR TO VERIFY Ex:sTING DIMENSIONS, ELEVATIONS AND UTILITY LOCATIONS IN . FIELD PRIOR TO START OF WORK. NOTIFY ARCHITECT IMMEDIATELY Of ANY DISCREPANCIES BETWEEN THE DOCUMENTS AND EXISTING CONDITIONS. 2. ' NOT ALL SURFACES HAVE BEEN DRAWN. CONTRACTOR TO EXAMINE ALL PLANS, SECTIONS .t- Fl FVATION5 TO Df:TfRMINF FXTENT &-TERMINATION OF FINISHES. NOTIFY ARCHITF:CT OF ' DISCREPANCIES. 3. SCRtE:NtD LINES INDICAlE EXl::fllNG CONtflRUCllON. l<EY NOTES LINE OF EXISTING GRADE TO REMAIN 2 1 EXISTING BUILDING EXTERIOR WALL 3; EXISTING LOADING DOCK DOOR TO REMAIN -TYP. 4: REINFORCED CONCRETE FOOTING AT TENANT FURNISrlED AR AND LN2 BULK STORAGE TANKS AND ASSOCIATED EQUIPMENT. SEE STRUCTURAL DRAWINGS. CONCRETC MASONRY SCREEN WALL Wini 2" CAP BIDCK -TYF. BASIS OF DESIGN: RCP BLOCK AND BRICK, SPLITFACE BLOCK, COLOR: NATURAL. SEE CIVIL AND STRUCTURAL DRAWINGS. 42" HIGH GAlV. STEEL PIPE GUARDRAIL. PAINT TO MATCH BUILDING, SEE STRUCTURAL DRAWINGS. PAINTED GALVANIZED STEEL SCREEN WALL PANELS WITH MATCHING STEEL SWINGING GATES. PROVIDE WITH LOCKING rlASP AND CANE BOLT ASSEMBLY. SEE DETAILS ON SllEET A9.3 TYP. PAINT ALL STEEL TO MATCH EXISTING SITE STANDARD COLOR. CONCRETE MASot-.JRY CONTROL/ EXPANSION JOINT. SEE DETAIL 7/A9.3 FOR TYPICAL JOINT DETAILS AND SPACING. SEE ALSO STRUCTURAL DRAWINGS. PAINTED GALVANIZED STEEL LOUVER ASSEMBLY IN SCREEN WALL. PAINT TO MATCH WALL COLOR . IO APr-''ROXIMATE FOOTING FOR NEW SCREEN WALL. SEE STRUCTURAL DRAWINGS. I I CONCRETE PAVING AT RECESSED LOADING DOCK. SEE CIVIL DRAWINGS. I 2 CONCRETE PAVING AT GRADE. SEE CIVIL DRAWINGS. ' 13 BULK ARGON (AR) TANK BY TENANT'S VENDOR. SEE STRUCTURAL DRAWINGS. BULK NIT'ZOGE:N (N2) TANK BY T[NANT'S VENDOR. SEE STRUCTURAL DRAWINGS. CONCRETE CURB. SEE DET/\IL 8/A9.3 AND CIVIL DRAWINGS, GALV. STEEL GATE WITH LOCKING HASP ANO CANE BOLT. Sff TYP. DETAILS ON SHF:F:T A9.3. PRIME AND PAINT TO MATCll EXISTING SITE STANDARD. DOCK LEVEi-ER. SEE STRUCTURAL DRAWINGS. STEEL PIPE DOLLARD. SEE DETAIL G/A9.3. EMERGENCY GENERATOR IN SOUND ENCLOSURE. SEE STRUCTURAL AND ELECTRICAL DRAWINGS. McFARLANE ARCHITECTS Architecture n Planning• Interiors 6333 GREENWICH DRIVE, SUITE 150 SAN DIEGO, CALIFORNIA 92 I 22 P: 858.453.1150 F:858.453.1911 www.mcfarlanearchitects.com info@mcfarlanearchitects.com CONSISTENCY DETERMINATION 10-05-20 SUBMITTAL DATE ISSUED REASON PROJECT NO. 20-150-07 -----~------- GEN MARK DIAGNOSTICS 6221 EL CAMINO REAL CARLSBAD, CA 92009-1604 PHASE 2 TENANT IMPROVEMENTS CONSISTENCY DETERMINATION SHEET TITLE PARTIAL EXTERIOR ELEVATIONS LOADING DOCI< & SITE YARDS SHEET NUMBER A3.0 m z (I) m w 0 w is HELIUM TANK ENCLOSURE 7 1/4" -1 '-0" .. \.\01-Ba,e\PHASf. l Base files\PHASE 2_x-';ite-<:lev_l 5007.dwg A3 ] ' +APPROX. TOP Of TANK --------------------------~---33'-I 0 11 ;;•: .-J:_ J._ TOP 0~ WALL (~YOND) ~~:-,~-------·-·---- "f'1 2'-0" I t ~ .{ ~ •, . A9.3 TYP. + TOP OF~ALL ------8'-0" ! SECTION AT LOADING DOCJ< 1/4" -1 '-0" EMERGENCY GENERATOR ENCLOSURE 1/4" -1 '-0" HELIUM TANI< ENCLOSURE 1/4" -1'-0" \ 2)-----.. TO_.,:.p O_F_P_A~P_ET_l_~X~TING) A -' 31'--0" y ~·---------@-· -------.; ............ _,..-- 2 .. \ \Ol_Base\PHASE 2 B~se tles\PHASE 2_x-site-elev_ 15007.dwg A3. 1 4 .. \.\GI_Base\PHASE 2 Bas~ f,les\PHA>E 2_x-sjle-elcv_l 500J.dwg A3.1 LN2 AND AR TANK ENCLOSURE I 1/4" -1 '-0" .. \.\Ol_Bm<>\PHA<;E 7 fl~<P frles\PHASF 7 _s-sitc-elFV_l 5007.dwg A3. J I ----------, f-----1-------------+---l ~----------TOP OF PARAPET (EXltTING) ~ 1 '-0" ' EMERGENCY GENERATOR ENCLOSURE 3 5 __ TOP 0~ WAL~, 8'··0" 3 A::J.3 '--,;TYP. SURFACE Ii 6 .\.\O!_~asf'\PHASF 2 Base files\PHASE 2_x-site-elev_l 50(}7.dwg A3 ] . . \ \0 I_Ba~e\PHASE 2 Base mes\PHA>E 2_x-site-elev_l ",(}(}7,dwg A3. I 10 HELIUM TANI< ENCLOSURE 5 1/4" -1'-0" .. \..\Qi_Ba,~\PHASE 2 Base fllcs\PHASE 2_x-sitee-dcv_T5007.dwg A3. ] GENERAL NOTES I. CONTRACTOR TO VERIPY' EXISTING DIMENSIONS, ELEVATIONS AND UTILITY LOCATIONS IN FIELD PRIOR TO START OF WORK. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES . BETWEEN THE DOCUMENTS AND EXISTING CONDITIONS. 2. NOT ALL SURFACES HAVE DEEN DRAWN. CONTRACTOR TO EXAMINE ALL PLAI\S, S[CTIONS it- ELEVATIONS TO DETERMINE EXTENT$ fERMINATION OF FINISHES. NOTIFY /\RCHITECT or · DISCREPANCIES. 3. , SCREENED LINES INDICATE EXISTING CO\JSTRUCTION. l<~Y NOTES ' 0 LINE Of EXISTING GRADE TO REMAIN 0 r:XISTING P.,lJIUJING EXTf.RIOR WAIL 0 t::XISrlNG LOADING DOCK UOOR TO RtMAIN -lYf-'. 0 REINFORCED CONCRETE FOOTI\JG AT TENANT FURNISHED AR AND LN2 BULK STORAGE 1 TAl~KS AND ASSOCIATED EQUIPMENT. SEE STRUCTURAL DRAWINGS. 0 CONCRETE MASONRY SCREEN WALL WITt-1 2" CAP BLOCK-TYP. BASIS OF DESIGN: RCP : BLOCK AND BRICK, SPLITFACf BLOCK, COLOZ: NATURAL. St:E CIVIL AND STRUCTURAL DRAWINGS. © 42" HIGH GALI/. STEEL PIPE GUARDRAIL. PAINT TO MATCH BUILDING. Sl::E STRUCTURAL · DRi'\WINGS. 0 PAINTf.D GALVANIZED STEEL SCREEN WALL PANELS WITH MATClilNG STEEL SWINGING , GATES. PROVIDE WITH lDCKING HASP AND CANE BOLT ASSEMBLY. SEE DETAILS ON SHEET A9.3 TYP. PAINT ALL STEEL TO MATCH EXISTlbJG SITE STANDARD COlDR. 0 CONCRETE MASONRY CONTROL/ EXPANSION JOINT. SEE DETAIL 7/A9.3 FOR TYPICAL JOINT DETAILS AND SPACING. SEE ALSO STRUCTURAL DRAWINGS. ® PAINTED GALVANIZED STEEL LOUVER ASSEMBLY IN SCREEN WALL. PAINT TO MATGI WALL COLOR. IO APPROXIMATE FOOTING FOR NEW SCREEN WALL. SEE STRUCTURAL DRAWINGS. I i CONCRETE PAVING AT RECESSED LOADING DOCK. SEE. CIVIL DRAWINGS. I :2 CONCRETE PAVING AT GRADE. SEE CIVIL DRAWINGS. 13 BULK ARGON (AR) TANK BY TENANT'S VENDOR. SEE STRUCTURAL DR/\WINGS. 8 BULK NITROGEN (N2) TANK BY TENAl\T'S Vl::NDOR. SEE STRUCTURAL DRAWINGS. @ CONCRETE CURB. SEE DETAIL 8/A9.3 /\ND CIVIL DRAWINGS. @ GALV. STEEL GATE WIT,i LOCKING HASP AND CANE BOLT. SEE TY~. DETAILS ON SllEET A9.3. PRIME AND PAINT TO MATCH EXISTING SITE STANDARD. @ DOCK LEVELER. SEE STRUCTURAL DRAWINGS. @ STEEL PIPE BOLLARD. SEE DETAIL G/A9.3. @ EMERGENCY GtN:':RATOR IN SOUND ENCLOSURE. SEE STRUCTURAL AND ELECTRICAL : DRAWINGS. McFARLANE ARCHITECTS Architecture• Planning• Interiors 6333 GREENWICH DRIVE, SUITE 150 SAN DIEGO, CALIFORNIA 92122 P: 858.453. 1150 F: 858.453. 1911 www.mcfarJanearchitects.com info@mcfarlanearchitccts.com 10-05-20 DATE ISSUED CONSISTENCY DETERM!NA TION SUBMITTAL REASON PROJECT NO. 20-150-07 ------------------ GENMARI< DIAGNOSTICS 6221 EL CAMINO REAL CARLSBAD, CA 92009-1604 PHASE 2 TENANT IMPROVEMENTS CONSISTENCY DETERMINATION SHEET TITLE PARTIAL EXTERIOR ELEVATIONS - SITE YARDS SHEET NUMBER A3.1