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HomeMy WebLinkAboutAMEND 2019-0002; CARLSBAD CORPORATE PLAZA PARKING STRUCTURE; Planning CommissionCity of Carlsbad Climate Action Plan Consistency Checklitt STEP 1; LAND USE CONSISTENCY The first step 1n determining CAP consistency for discretionary development is to assess the project's consistency with the growth projections used in the development of the CAP. This section allows the city to determine a project's consistency with the land use assumptions used in the CAP. Projects found not to be consistent with the CAP's land use assumptions and that are projected to emit at or above the CAP screening threshold of 900 metric tons of CO2 equivalent (MTC02e) GHG will be subject to a project- specific analysis of GHG emissions' impact on the environment in accordance with the requirements of the California Environmental Quality Act (CEQA). This may result in GHG•reducing mitigation measures applied as a condition of project approval in addition to compliance with the CAP ordinance requirements identified in Step 2 of this checklist. A Is lhe proposed ptject oon5':':tenh"11h lhe exlsllng General Plan land use a,d spedficfma5\er plan or zoning designations? DR If the proposed projEJGI iS f10t ronsistent 11\lh the existing land use plan and zoning de~igna:io11S, does 1he prajeC:: includs a land use plan and/Cl/'specrfic plan, master plan or zoning designatio~ amenctmentthat·,.,:ould resuH in an equivaler.t or :ess GHG•intensivtl project when C1J1Tipared to th{! existillJ desiglalionr,? □ If "Yes", proceed to~ of the chedllist. Fortl1e second opiion under Question A above, provide esiimatad project-,elated GHG emissions ur\Cer DD1h existing and proposed designation(s) b" comparison, GHG emissions mL:st be esllrnated in accordanc:e Wth the Ciry of Carlsbad Gu,'danre ID DemonstraPno Co~siscencv witn ~ C!imatB Action Plan. lf"No". proceed to Question B. B. The CAP estabiished a SGl"e"..ning dlreshok:I of 900 MTCOe/yearior new cevelopment pitjects to assist in determining consistency ~th the CAP. The types and sizes cf typlGll projects lis!Bd bc',ow ~ave been determined to correspond to the CAP screening threshold. Win the propcsed larid use change result in the oon,truclion oi less than anyone of the following? Singte.Family Hn11sjng: 50 dwelling units Multi-Family Hnusim: ?Odwelling units Office: 35,000 5:1uare feet ReiailStore: 11,000squarefeel Grocery Store: 6,300 s:r-mre feet Olher. If the propnsed proJect is not one of the above types, provide a prtject-sped5c GHG emissions analysis to determine whether ii ~ below the 900 MTCO:.,e/year screening threshold. If "Yes", proceed to~ cf the checklist IR] □ If "No'\ the pmjecl's GHG illlp3ct is potentially s1grnficant and mi.:st t:e analj,zed in ac<:or4,nce v,ith CECA. Aoptica.it musi pr<1pare_a Se~-ct1we1:;:./'C GHG emissions recuction program in accordance with the Cily of Carlsbad Guidance to BPmanslroting Car.si5ten,,::y wilh tha"Cfim8te Acfion Pier to dem:ITTS!rate how it would offset the increare in emissions over the existing di:signations. The jl"tject must inootp0rate each of t'le appicable rooas~r-5 identiiied m ~ to mitigatB cumula~ve GHG emissions impa:;,s unless lhe d~Usion maker finds that a measure is infeasible in acoordance witll Califomta En111ronmental Quafily Act Guidelines Section 1500i. Mi'Jgatio,, in lieu of or in addi!cr, to Ille measures .n Stea 2 may be required, deperding on 11'!€ resulls ofihe project-specific GHG ~ analysis. Proceed and complete a project•specific Self--developed GHG emissions reduction program and ~ of the CheckliSl Page 2 of 7 Re>lis:ed Os-r19 City of Carlsbad Climate Action Plan Consistency Checklist STEP 2: CAP ORDINANCE COMPLIANCE REQUIREMENTS Completion of this checklist will document a project's compliance with CAP ordinances, and in tum, demonstrate consistency with the applicable measures and actions of the CAP. The compliance requirements in this Step 2 apply to development projects that require a building permit. AU other development projects shall implement all emissions•related mitigation measures from the General Plcm Update EIR. . ~llllllllil AMEND 201~002/SDP 2019-0003/CDP 2019-0005 (DEV201B-0131} Carlsbad Corporate Plaza Structure Property Address/APN: 6183 & 6185 Paseo del Norte, Carlsbad, CA92011 I APN 211-040.18-00 Applican.t Name/Co.: Nex!Med 111, Attn: Scott Leggett Applicant Address: 6125 Paseo dei Norte, Suite 210, Calisbad, CA 92011 Contact Phone: (750) 502-7872 Contact Email: scott@surgeryone.com Contact information of person completing this· checklist (if different than above): Name: Jennifer Bankie Contact Phone: (510) 250-2305 Compan~ name/address: Rincon Consultants, l~c. Contact Email: jbankie@rincooconsultants,coni 2215 Faraday Ave .• Suite A; Carlsbad, CA 92008 Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project If your project includes alterations or additions lo an existing building, please contact the Carlsbad Building Division for assistanc.e in estimating building permit valuation, by phone at 760-602•2719 or by email at building@carlsbadca-ggv. □ New construction □ Alterations: 0 BPV2.S60,0□0 C BPV2.S60,000 0 Electrical service panel upgracie □ BPV 2: $200.000 00 New construction □ Al!!lraMns: P-30 1A 1Aand 4A 4A Page3of7 I All residential aiterations '" ·-r---, -----···"'----···· ' .. ,,-------·"····"' " - ! 1·2 lamily dwellings and townhouses with attached garages ! only Multi-~mily dwellings cnly where interior f.nishes are removed and significanls~e work and upgrades to structural and mechanical, elecir;cal. arid/or plumbing systems are proposed Re,iseo 04/19 I - 6183 & 6185 Paseo Del Norte City of Carlsbad Climate Action Plan Consistency Checklist ·-·--·--·----~ ---------- C 3P\I 2: S200.000 or addiLions 2: 1,000 1B, 5 square feet ~ BPV 2: $1,000,000 12,2Band5 Buildi~;; alterations of 2: 75% exist,ng gross floor srea ~ 2: 2,000 sq. fl new roof addition 28 and 5 1B also applies if BPV 2: S20□.00ri Please rafer to Carlsbad Ordinance No. ~7 and ihe Califomia Green Building Standards Code (CALGraen} illr mere information when compleLing this ~OOn. A. D Resfdential addition or alteration :!:$60,000 building permitvaluatio1L See Ord. CS-347. Section 8. J NIA _________ _ □ Exception: nome energy score~ 7 (attaG1 certification) Year Built Single.family Requirements Multi.family Requirements Seiectone: J Before 1978 C Duct sealinn □ Attic insulation C Oxil roo' : □ Attic irisuliilion 0 1978andlatfr Select one: □ ~ighfing package C Water heating pac:kage G Betweer.197lland199D Select one: J Attic insulation ' Select one: G 1991 anct late: □ UghMg pa:kage B. [] Nonresidential' new ~onstruclion or alteratiorn; :!: $200,000 buOding permit valuation, or additions:!: 1,000 square feel S(l(! CALGreen Aj)pt!n-dix A5, Discussion A.52, as amended in Cs-347, Section 3. A5203.11.1 2l O..rtdoo: [ghting: .90 Allowed Outdoor Lighfrg Power A52031.12 □ NIA □ NiA :J Res:aurantser,icewamr heating (complywitr, California Energy C:r.le Section 1t0.5, as amended) m N/A AS.203.12.1 □ DudSeali,a Choose one as appk:a:i·.e: C .90 Energy bud£ei ~ NIA NonewillCDorlightino A5.211.1.- K On•si!e renewable energy □ N/A A5.211.3"' 0 Green r:owe; (1/offered by local utility pro,ider, 5C% minirrum renewable sources) A5212.1 C Elevatcrs and esc:c.lalors X NIA No_dl&Votors A5213.t C Steel iraming ~ NIA eo:icreteframe 0 Cooltoof p.3a P~ge 4 of 7 Revised 04,'19 City of Carlsbad Climate Action Plan Consistency Checi<tist • 1ncfudes hotels/motels am'. hi£t' ·rise re;;iden□al OOildings .. For alteratbns 2 S1 .000.00: BpV and aifec□ng :, 75% existing gross fioor araa, or al1eralions that add 2.000 square feet o~ new roofaddibon. G(]mp!y with Callfumia Energy Code sectior. 120:lC iristead 2. P_h~vbifaic Systems .. A. 0 Residential new construction (for building pel1llitapplicalions submitted afler1/1/20J. Referto201S Callfomia Energy Cods seeti-on 150.1(e) 14 forrequirements. Note: ii' ?fOject inciudes inslill!alion of an electric he.it pumfl water heater pursuant kl Carlsbad ordinance CS-34B, increase system size by .3kWdc if PV offsetop~on is selected. Floer Plan ID (useadd:,tional CFA #d.u. Calculated kWdc- ~heels E necessary) To'.al System Size: kWdc= (CfAx.572)11,0cc ~ (1.15 xmi.u.) 'formula calculation wh~re CFA = conditioruil floor area, #du = number o1 dwellings per plan type ll;i,-cposed system size is less than calcJ.ated siZe, please explain. ,1 Ex~ptjon C C 'r kWdc I B. fx. Nonresidential newconst11.1cUon oralteratiorn; ~1,0D0,000 BPVand affecting:!:75%existing floor area, or addition that increases roof area by :!2,000 squar~ feet. Please refer to Cllrlsbad Ordinance CS-347. Se~on 6 when completing this section. Choose one ofthefollowiri0g0-=c'='='c' __________________________ _ 0 Gross Floor Area (GFA) Method GFA: 79,969 s.f Min. System Size: 120 kWdc C If< 10,000s.f. Enter: 5 kWdc [l';] If.:: 10,000s.f. calcula:e: '15 kWdc x (GFA/10,000) .... ___ _:'~nd _b.~i'.?i~~-size factor to ~':'1~ lentil, and roun~_system size to near:~~-~~I~ .!:~11:?:"· ______ _ □Time-Dependent Valuation Method Annual TDV Energy use:-____ _ x .80c:: Min_ system size: ___ _ kWdc ·-Attach calculation documentation using modeling software approved ~Y the Galifomia Energy Commission. Page5of7 Revlsed 04/19 Carlsbad, Ca 92011 City of Carlsbad Climate Action Plan Consistency Checklist -~:~~~I:~~ .. ' . __ -_ '_,.,~~~-. ,.:-.!,:::,_:~ ,, ; ,--. . · .. _; ' ·--·-·· ' . ,. ·- A. D Residential and homUmotel neweonstruction Please refer to Carlsbad Ordinance CS-347 and CS-348 when completing this .section. □ For systems serving indlvlclual dwelling units choose one; 0 Heat pump water heater AND compact hot water distribution AND drain water neat recovery (low-rise residential only) □ Heat pump water heater AND PV system .3 kWdc larger than required in CA Energy Code Section 120.10 {for high rise residential hotel/motel) or 150.1(c) 14 (for low-rise residenlfal) □ Heat pump water heater meeting Tier 3 or higher NEEA Advanced Water Heating Specification D Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors □ Exception: □ For .systems serving r.iultiple dwelling units, install a central water.heating system wrth ~II of the following: □ Gas or propane water heating system D Recirculation system per CS-347 (high·rlse residential, hotel/mote!) or CS·348 (lcrw-rise residential) □ Solar water heatir,g system that is either □ .60 solar savirgs fraction or 40 s.f. solar collectors D .40 solar savings fracjon. plus drain water heat recovery ·----~~~e~~.~=~~·=~-~~========~===~====~=====- s. 0 Nonresidential new,construction Please refer to Carl:.bad Ordinance CS-347 when completing this section. D Water heating system derives at least 40% of its energy from one of the following (attach documentation): D Solar-thermal :J Pholovoltaics O Recovered energy □ Water heating system is (choose one): 0 Heat pump water t-:eater □ Electric resistance water heater(s) 0 Solar water heaiin9 system with· .40 solar savings fraction IT<! Exception; A new parkim: strur.ture will be built with sprinklers inslal"3d· there will be no alleratior, to on-site buildings A. 0 Residential New cor,..truc~ion and major alterations~ Please refer lo Carlsbad Ordinance CS-349 when completlng this section. □ One a.nd two-family residential dwelling or townhouse with attached garage □ One EVSE ready paking space required D Exception: □ Multi-family residential: I Total Parking Spaces Proposed I Ca=t:le ! □Exception. ~'1§.~.~P§l~~s. . . Read11 Installed Calculations T oral EVSE spaw -= :10 x Tot.JI ~arking (rounoEd up c0 nearest whole number) EVS~ lnsla!ed :: T ctal El/SE Spaces x .50 (;ounded :;p to ~rest whole ;;~mOOrl EVS::: other-Tot2l ':VSE spaces -EVSE instailed (EVSEolher:nay Ct; 'CaiJ8ble.""Ready" :,r"lnstillled.") p.30 P;;,ge 6 of 7 City of Carlsbad Climate Action Plan Consistency Checklist Revised 04!19 *Major af-Erations are: {11 for one ~r.d two-farr.i.y dwellings and townhouses wtth at.ached garages, alterations have a b;;ildi~g perm,t vaiuation :i: S60.00C or inc;~de an electrical seri:ice panel upgrade: (21 for m~!trfami~ dwellings «hree units er more without ar.ached garages), alteratioris have a b.Jila1ng r,ermrt l'<lluatJor. e'. $200.000, 1nte~ori'inis~es are rerr.;)'IP.(1 and significant s,1e wor~. and upgrades to stn:c'JJral and med7,mical, eiectrical. a1d/orplumbingS)Stems are propc,ed. B. 0 Nonresidential new constnic1ion (includes hotels/motels) C Exception : ! Total Parking Spaces EVSE Spaces Proposed Capable Read Installed ;01aJ 46 (net increase) 4 2 CaleL1la!ion; Refer to the table below: Total Number of Parking Spaces pr011idec' i Number o' required EV Spaces D 0-9 D 10-25 2 ~ 26-50 4 0 51-75 6 □ 76-100 9 0 10J.150 12 D 151.200 17 D 201 and o·,f:!r 1 O percent of total I -5-'. IBJ tr;ans"p9ffiitio_ri.lleinal\d Management (TDM} A List each proposed nonresidential use and grc-ss ffo,y area (GF A) aliocated 1c eaC'l use B. Employse ADT/1.000 sql!8ra feet is selected Iron~ the City ot Carlsbad Employee ADT Table use .. Medical office si;ece GFA -TEmployeeADrh:ooo·s;:: io.o,:lO(ne'.charig.i) ·: 20 · If total employeeADT is graale;tha~ oreqJal lo 110 er:iployee ADT. a TDM ~!an is requira-d 3 4 Number of require<I E\lSE lns!alied °'~"ces To,al 2 3 5 6 g 50 percent of Required EV Spaces ; ·Total Emp10,-;.;iADT I '.,400 - 1.LGG 'NOTE: Notwithstanding the 110 em~ioyee ADT lhreshold above. General Flan M□J1l1ty Element Policy 3.P.11 requires new development that adds vehicie trarlc tn vehicle LOS-exempt street facilibes io implement IDM and t'ansp:irtaiion system mana£ene.1t strctegies_ Please consult with City of Carlsbad Land Develo~en.t Engin~ing (LDE) staff to determine v1hetner this policy applies to ycur project TDMplanrequired: Yes X No D LOE Staff Verification: D _____ (staftinitials) Rsvi~ed 04i19 I AMEND 2019-0002/SDP 2019-0003/CDP 2019-0005 (DEV2018-0131) SHEET INDEX ARCHITECTURAL: TS1 TITLE SHEET A1 SITE PLAN A2 PARKING GARAGE FLOOR PLANS A3 PARKING GARAGE EXTERIOR ELEVATIONS A4 PROJECT SITE SECTIONS A5 EXISTING BUILDING FLOOR PLANS/ AREA CALCULATIONS A6 EXISTING BUILDING FLOOR PLANS/ AREA CALCULATIONS ELECTRICAL: E1 SITE PHOTOMETRIC E2 PARKING GARAGE GRADE LEVEL PHOTOMETRIC E3 PARKING GARAGE UPPER LEVEL PHOTOMETRIC LANDSCAPE: L 1.1 L2.1 L3.1 L4-1 L5.1 CIVIL C-1 C-2 C-3 C-4 C-5 C-6 CONCEPTUAL LANDSCAPE PLAN WATER MANAGEMENT PLAN WATER AREA USE MAP HYDROZONE DIAGRAM LANDSCAPE MAINTENANCE PLAN TITLE SHEET EXIST:~1G CONDITIONS PLAN DEMOLITltlN PLAN SITE, GRADiNG AND UTILITY PLAN SITE SECTIONS cMERSENCY VEHICLE TURNING ANALYSIS CITY OF CARLSBAD PLANNING COMMISSION // ;-\-i ~ /1 i Case Name: '.......o... ;,l:?,c'i' .... , G"?fonnJ.T·"' -=P\c ~. q I ~ Vo.,\'°' l: ,rJ'J .,,,J,.. ._,e;+-,, :r'C-)._ \ ':i: rs· ., ' .. caseNo.:AV<tGpt!J uJt1~PP3;!¥201z-mi.? C])P2q7~~ Ex!libi!No: A V ' 7, tlate: J.Jf!f ,, cul;) PALOMAR AIRPORT RD. BUILDING SITE VICINITY MAP I.I") N ~ ,$ :::, CJ) .c -:::, 0 CJ) g? ·;:: E 0 co ..::,e N Q) ~ 8 ""O "' ' ~~ (..) ro 0 "' r--r-- Cl) <:( . ,:: (..) ,:: 6 !;;= Q) > w Cl) • Q) (") ·-c;, 0 r-- ,:: co ro u, en co w ::::, I- u w I- ©20113 SMJTH CONSULTlliG ARCHITECTS Q) 0) ro s..... ro (_I) C ■-'<" s..... ro CL I u Q) ~ >< Q) z Cl) t::: 0 z Cl) 0 o--- Q) ---cn O CON Cl. 0) LO CO coo ---co "'O oes~ C0 .J!l. 00 s.... ---co c.oU SUBMITTAL DATES: 2nd SUBMITTAL REVIEW 6-17-19 3rd SUBMITTAL REVIEW 8-12-19 41h SUBMITTAL REVIEW 11-19-19 ISSUE DATES: PLANNING: DESIGN DEVELOPMENT: PLAN CHECK: BID SET: PERMIT SET: 316119 CONSTRUCTION SET: DRAWING DATE: 3/6/2019 CHECKED BY: ML DRAWN BY: NH SCALE: ASSHOWN JOB NUMBER: 19000.S01 SHEET NUMBER: TS1 V \ A l I '0 L2.3401 r--I 2,340" 10 I L / / <0 \ 2,340s1 \ \ I _j' ·--~" 1..=~-----'"""":5~7:;,:;0.;;7(,: W 79170' 26'-0" FIRE LANE ~ E E E -E E E . E --- SITE PLAN LEGEND E E - SITE ACCESSIBLE PATH OF TRAVEL -----(MIN. 4' WIDE) FIRE HYDRANT: tx><J EXISTING FIRE HYDRANT: w STORM WATER TREATMENT FACILITY (BIORETENTION.) EXISTING PARKING LOT LIGHTS ,.-' (E) • iE_, > ,~ (E) ··.-,1:: PROPOSED/RELOCATE LIGHT POLE o-{ill EXISTING TRANSFORMER (E) PARCEL LINES EXISTING WATER LINE -w "' - EXISTING SEWER LINE -s s -- EXISTING STORM WATER SD FIRE TRUCK TURNING RADIUS: (42' DIA CITY OF CARLSBAD F.D.) N EXISTING PARKING ;r I . STALLS: ft + EXISTING COMPACT ~11 kl PARKING STALLS: [n .,,._ ~11 PROPOSED g PARKING GARAGE STALLS I / ) cSITEACCESS ',, /, I:,) GATE ,,9. ,' E -E E E E E E @) t -4--@) SEE SHEET A2 FOR GRADE AND UPPERLEVEL ~ARKING LAYOUT i 272'-0" ' / E E E E " ' " @ 0 10' 30' w SCALE: 1" = 30'-0" 2'-0" OVERHANG ' (WHERE OCCURS) E--.._ j I'-----.. E -REPRESENTS DESIGNATION FOR I ~ I 5 EXISTING STALLS '-../,-...____PARKING STALL COUNT ~ E -REPRESENTS DESIGNATION FOR I j E EXISTING STALLS , 5c c -REPRESENTS DESIGNATION COMPACT STALLS I Cd~''"'""' STALcCOUN' I " E E ~ ·Q~},, @/ "' . '• "'-,, " ,, If!] RAMP UP 51'-0" MIN I ' l 24'-6" 1'-9" @) I □ ' J I ! ~ \ ·I -□-' ' <:'.: t VICINITY MAP E E E E. E· E E E E \ ,. I . I \ /!_ c: PALOMAR AIRPORT RD. I I I AMEND 2019-0002/SDP 2019-0003/CDP 2019-0005 (DEV2018-0131) EXISTING/ PROPOSED PROJECT DATA PROJECT ADDRESS: APN.: LEGAL DESCRIPTION: 6183 & 6185 PASEO DEL NORTE 211,040·18 PARCEL2 OF PARCEL MAP NO, 3415, IN THE CITY OF CARLSBAD, COUNTY OF sAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JANUARY 21, 1975 AS FILE NO. ,5-01422 OF OFFICIAL RECORDS. EXISTINc'l ZONE: EXISTING SPECIFIC PLAN AMENDMENT EXISTING LAND USE: PROPOSED USE: PC (PLANNED COMMUNITY) SP23(H) OFFICE MEDICAL OFFICE SEWER DISTRICT: WATER DISTRICT: STORM DRAIN DISTRICT: GAS & ELECTRIC: SCHOOL DISTRICT: CITY OF CARLSBAD CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD SAN DIEGO GAS & ELECTRIC CARLSBAD UNIFIED SCHOOL DISTRICT OCCUPANCY: TYPE OF CONSTRUCTION: FIRE SPRINKLERED: B 11I-B YES APPLICATIONS: SPECIFIC PLAN AMENDMENT, MINOR SITE DEVELOPMENT PLAN AND COAST AL DEVELOPMENT PERMIT PROJECT PHASING: NONE SIGNAGE: EXISTING SIGNAGE UNCHANGED (NOT INCLUDED IN THIS APPLICATION) EXISTING/ PROPOSED LOT SUMMARY GROSS EXISTING LOT AREA: EXISTING BUILDING COVERAGE: PROPOSED BUILDING COVERAGE: 199,702 S.F. (4.585 ACRES) .871 ACRES 37,940 S.F.19% 1.69 ACRES 73,840 S.F. 37% EXISTING/PROPOSED BUILDING AREA SUMMARY GROSS BUILDING AREA PROPOSED SINGLE LEVEL PARKING GARAGE PROPOSED PARKING GARAGE MAX HEIGHT EXISTING PARKING SUMMARY EXISTING PARKING STANDARD STALLS (8.5' X 20'): COMPACT STALLS (8' X 15'): ADA STALLS: TOTAL: PARKING SUMMARY 79,969 S.F. 35,360 S.F. 16'-4" MAX HEIGHT 221 (77%) 77 (25%) 8 (2 VAN)(3%) 306 EXISTING PARKING SPACE REQUIRE BY AREA: (see sheets A5 & A6 for floor plans) NET COMMON AREA -15,208 s.f. @ 1 per 1000 16 spaces NET USEABLE AREA -64,761 s.f. @ 5 per 1000 325 spaces TOTAL REQUIRED 341 spaces (required) PROPOSED PARKING PROVIDED PROPOSED STANDARD STALLS PROPOSED COMPACT STALLS PROPOSED ADA STALLS: TOTAL: CLEAN AIR/ EVNANPOOL SPACES PROVIDED: (BASED ON 46 NEW PARKING SPACES ADDED) E.V. PARKING SPACES PROVIDED CLEAN AIRNAN POOL/ EV SPACES PROJECT DESCRIPTION 265 (76%) 76 (21%) 10 (3%) 351 TOTAL 4 4 CONSTRUCTION OF A NEW 35,900 S.F. -SINGLE LEVEL PARKING GARAGE WITH 98 SPACES ON THE UPPER LEVEL. INCLUDES MODIFICATION TO EXISTING ON GRADE PARKING IN ORDER FOR BOTH ON GRADE PARKING AND FIRE LANES TO FUNCTION WITH THE NEW PARKING GARAGE. NO CHANGES ARE PROPOSED TO THE EXISTING BUILDINGS. FIRE NOTES 1. AN AUTOMATIC FIRE EXTINGUISHING AND DETECTION SYSTEMS SHALL BE INSTALLED IN ALL BUILDINGS. 2. DESIGNATED FIRE LANES SHALL BECOME THE RESPONSIBILITY OF THE DEVELOPER TO HAVE SAID ACCESS RESTRICTIONS RECORDED, THAT THE OWNER IS RESPONSIBLE TO PROVIDE AND MAINTAIN TO IDENTIFY AND ENSURE ENFORCEMENT OF THOSE DESIGNATED ACCESS. SITE PLAN LEGEND 2 3 4 5 BIO RETENTION PER CIVIL DRAWINGS EXISTING ELECTRICAL TRANSFORMER EXISTING SEWER MAIN PER CIVIL DRAWING EXISTING WATER LINE WITH PUBLIC EASEMENT PER CIVIL DRAWINGS EXISTING LIGHT POLE TO BE REMOVED (6 TOTAL) 0 EXISTING COOLING TOWER YARD UNCHANGED. 7 8 9 18 19 EXISTING ACCESSIBLE PATH PROPOSED SITE STAIR TO EXISTING PATH PROPOSED COVERED TRASH ENCLOSURE PER CITY OF CARLSBAD REQUIREMENTS. EXISTING STORM DRAIN LINE PER CIVIL DRAWINGS PROPOSED STORM DRAIN LINES. PROPOSED RELOCATED WATER LINE & EASEMENT PER CIVIL DRAWINGS . EXISTING RETAINING WALL TO REMAIN UNCHANGED. EXISTING CONCRETE BLOCK SCREEN WALL 6'-0" UNCHANGED. 9 PARKING SPACES DENOTED FOR CLEAN AIRNANPOOL/EV SPACES PER TOM PLAN AND CAL GREEN TABLE 5.106.5.2 (BASED ON 45 NEW PARKING SPACES) ELECTRIC VEHICLE CHARGING PARKING SPACES "EV' PER CAL GREEN TABLE 5.106.5.3.3 (BASED ON 45 NEW PARKING SPACES) PROPOSED AREA OF ROOF MOUNTED SOLAR PANELS -PER GROSS FLOOR AREA METHOD ON CLIMATE ACTION CHECKLIST (15 kW de x 79,969/10000) = 119.953 kWdc REQUIRED AREA320 PANELS @375 watts EA= 120 kWdc @ APPROX. 21sf /PANEL= 6,720 S.F. required PROVIDED AREA= 7,020 S.F. provided PASSENGER LOADING ZONE PER TOM PLAN 18 BICYCLE SPACES INCLUDING A BICYCLE REPAIR STATION PER TOM PLAN 20 MOBILE ON-SITE AMENITIES ZONE PER TOM PLAN PROJECT DIRECTORY APPLICANT: HOFMAN PLANNING AND ENGINEERING 3152 LIONSHEAD AVENUE CARLSBAD, CA92010 PHONE: 760-692-4019 CONTACT: BILL HOFMAN OWNER: NEXTMED Ill, LLC 6125 PASEL DEL NORTE CARLSBAD, CA 92011 PHONE: CONTACT:SCOTTLEGGETT CIVIL ENGINEER: PASCO LARET SUITER & ASSOCIATES 535 N. HIGHWAY 101, STE A SOLANA BEACH, CA 92075 PHONE: (858) 259-8212 FAX: (858) 259-4812 CONTACT: RYAN TAYLOR ARCHITECT: SMITH CONSULTING ARCHITECTS 13280 EVENING CREEK DR. S., SUITE 125 SAN DIEGO, CALIFORNIA 92128 PHONE: (858) 793-4777 CONTACT: NED HASKELL ELECTRICAL: MWE ENGINEERING, INC 4115 SORRENTO VALLEY BLVD. SAN DIEGO, CALIFORNIA 92121 PHONE: (858) 812-9162 CONTACT: RAY THOPSON LANDSCAPE ARCHITECT: RIDGE LANDSCAPE ARCHITECTS 8841 RESEARCH DR. STE 200 IRVINE, CALIFORNIA 92618 PHONE: (949) 387-1323 FAX: (949) 387-1303 LU LO N ~ Q) -::, Cf) .c -::, 0 Cf) I- Q) E > ·;::: 0 0 '-' <X) .s:: N -0 u Q) ~ en ' Q) N co ~ 0) '-' (.) en OJ<( -w . C: (.) ::::: C -r---Q) 0 'St > OJ . I-UJ Q) C") 0 --0) 0 r---<X) C: oc:i N C") CO LO ~ Cf) <X) COI u @2018 SMITH CONSULTING ARCHITECTS co N co CL Cl) I , Q) t 0 z Q) 0 o-- Q) --Cl) 0 CON Q_O) SUBMITTAL DATES: 2nd SUBMITTAL REVIEW 6-17-19 3rd SUBMITTAL REVIEW 8-12-19 4th SUBMITTAL REVIEW 11-19-19 ISSUE DATES: PLANNING: DESIGN DEVELOPMENT: PLAN CHECK, BID SET: PERMIT SET: 3/6/19 CONSTRUCTION SET: DRAWING DATE: 04/02/2020 CHECKED BY: ML DRAWN BY: NH SCALE: K,SHOWN JOB NUMBER: 19000.S01 SHEET NUMBER: A1 ,. 127'-9" 1 " 11 '-0" 1'-" 20'-6" 1'~" 29'-0" 33'-0" PARKING r.CONCRETE STRUCTURE CURB WALL7 . • I])] :,'I"' Uii ✓,.,,✓•-,<'"<"· ,.,,✓,, ... 'ill..J • ~ .. ' ELECT 9 C, "' STAIR-b I 9 a,;,_ ROOI N ·' ~5:]m "" >"'~ -,:, ~~<® -@wc:::z ~o r "' .., .--~ 0 "' m ·' ~ @ I a,;,_ b ~ ~~~~m ~/7//2{ ·' >"'~ z r-G)< wocz m -<,e ] ~o .--W/////A .., ~ ~ .., i,r.-<r @ i ,. ,;:;, I ~ 9 Zz °' '3~ "' 0"' ~ ~~ <r' ' M ,. I'.! I ~ " I 9 Zz i ~~ m 0"' ' @ ~~ ' ~ ,., ~ 'i; m ~ ~ z~ " 19'-6" 19'-6" 24'-0" 19'-0" L 19'-0" ,. I~> C " -, r-1;p ·1 " I ~ @) @ i . ' . -" .. 'rCONCRETE 9 SHEARWALL .,. ~ " ' 9 "' PAINTED PARKING • @ 0 STRIPPING~ "' n ~ "' "' .., .--PARKING @) ~ b STRUCTURE @) ·' @) @) ,:, WALL7 -tUJ u, ( h '\ 36'-0" 29'-0" 33'-0" 127'-9" 90.0T.O.P. 42" HIGH CONCRETE I SCREEN WALL\ I ~ L.J ' J L.J ! l/ I SLW:1 0 i = = 86.S0F.S UPPER cEVEL -86.0 F .. ~] ' DRAINAGE I == ;;;;;;;;;;;;; ! @ ! ' UGH; __, I<" I 0 17 ,;, @ " "' l'-8' 11sp @9'-0" • 99'-0" 9 PAINTED PARKING "' STRIPPING M " b ·' -m "~"+""' @ § ~ w ~ I POLE 87 25 F.S. r 42" HIGH GONCRETE I COLUMN I J Joi ~ p-I I I \ ::,u.1;; 1.u.r. w 9 ll. 0 ., ~ M "' " ,,,_ ~ @ -@ ~ n ~ ~ 3' -0''-19'-0" ,. 24'-0" 5'-0" @) L. 6'--6" . ~ @) 88.0 F.S. ,/ \ 91.5 T.O.P. C 154' O" " 29'-9" 7. I\--El ----El ----. .., .-----1@ c::: LINEIOF UPPER @) 5> b LEV LABOVE ' ~ 0, N I I PAINTED PAR ING ~ I STRIPPING~ . , 1 I ·'• I 1,1 I I'.' . ,,,,' "' ... " ; ., .. """ ,H✓ , .. ·:• " 9 ~ ~ "" @) @) @) -@) (§') ' b ·' I m I ' V/////~ ~//1/9j b ·' M "' " . b ·' ,,, @ ' ~ I ~ ~ I 24'-0" I. 19'-0" 19'-0" 24'-0" 19'-0" 19'-0" 24'-0" 20'-0" ' '" '" ,. ' . , • CONCRETE"""'\~ (§ @) @ @) I COLUMN . -!--1 :, . -.--" " PARKING STRUCTURE COLUMN ~ ~ PARKING " STRUCTURE b 0, 5> WALL @ M "' ~ " w b ~ ·' ,,, @ n @) /!'. CONCRETE I"""'\ CUR6 llil I □ 5> STAIR-,till CONCRETE C URB PARKING 0 ~ N LINE j STRUCTURE @ (§) (§ @ -WALLJ 111111111 (Ill u, [I Ill '\ 29'-0" 33'-0" 29'-0" 33'-0" 18'-6" 272'-0" PARKING GARAGE GRADE LEVEL FLOOR PLAN SCALE: 1/16" = 1'-0" 154'-0" b .• 10'-0" 99'-4" 10'-0" ~ N (5%) (10%) (5%) 90.0T.O.P. 5> 90.0 T.0.P. 90.0 T.0.P. N 1 I ,. --. 86.50F.S.\ ~ ~ L.J 86.50 F.S. ! I I ::;, UP~ERLEVEL 86.0 F .. DllNAGE g•_ga 0 N @ @) @h - ~ @ 34'-0" ,·-: 9sp@ 9'-0"•81'-0" 5'4" '---'-9" .., ..--- @i 12'-0" HIGr LIGHT ,I; b POLE ' ·' ~ 87.25 F.S 87.25 F.S. 8725 F.S. I 9 \ '>" J \ • I I I • I I H= i l I w ~ w ll. ll. 0 ' g ~ -"' "' ,,,_ @! I ,,,_ -- -..--:.........J 19sp@9'-0" a 171'-0" i.,5'-0" 24'-0" 19'-0" !-"--2'-0" 9 § "' N 24sp@ 9'-0" • 216'-0" 6'-6" C . LIGHT~ BOLLARD - @ 0 b r .• ~ 2 -88. F.S. 88 0 F.S. 88. F.S.~ I I I ' ' ~ 272'-0" PARKING GARAGE UPPER LEVEL FLOOR PLAN SCALE: 1/16"; 1'-0" C ·1 I ) . AMEND 2019-0002/SDP 2019-0003/CDP 2019-0005 (DEV2018-0131) LIGHTING NOTES ROOFTOP UGHT STANDARD HEIGHT: ALL ROOFTOP LIGHT STANDARDS SHALL BE 12'-0" MAX. ABOVE PARKING STRUCTURE ROOF DECK. PHOTOMETRIC STUDY: SEE ATTACHED EXHIBIT -E1 SHIELDING OF POLETOP FIXTURES: ALL POLE MOUNTED LIGHT FIXTURES ON THE PARKING STRUCTURE ROOF SHALL BE FULLY SHIELDED WITH HOUSE SIDE SHEILDS (HSS) THIS TYPE OF SHIELDING IS INTENDED TO FULLY SHIELD THE LIGHT SOURCE SUCH THAT THE LIGHT IS NOT DIRECTLY VISIBLE FROM ADJOINING RESIDENTIAL USES. AFTER HOUR LIGHTNG INTENSITY: THE PARKING STRUCTURE SHALL BE LIT TO THE FULL INTENSITY OF DESIGN LIGHT LEVELS OF APPROX. 4fc FROM SUNSET UNTIL 10PM. IF OWNER ELECTS TO KEEP LIGHTS ON AFTER 10PM THE INTENSITY SHALL BE REDUCED TO APPROX. 1fc TO MEET MINIMUM EGRESS ILLUMINATION LEVEL REQUIREMENTS LC) N ..... j!l ::l CfJ w 0::: ::::::, ©2018 SMITH CONSULTING ARCHITECTS Q.) 0) ro s,_ Q) ro t::: CJ 0 z Q) C: 0 ■-V o~ s,_ Q)~ ro cno 0... CON 0.. O') I LC) co 0 coo Q.) ~ -CO"C ~ oc?S~ >< c-r, ..!:!l. Q.) co L. ~ co z co (_) SUBMITTAL DATES: 2nd SUBMITTAL REVIEW 6-17-19 3rd SUBMITTAL REVIEW 8-12-19 ISSUE DATES: PLANNING: DESIGN DEVELOPMENT: PLAN CHECK: BID SET: PERMIT SET: 3/6/19 CONSTRUCTION SET: DRAWING DATE: 3/6/2019 CHECKED BY: ML DRAWN BY: NH SCALE: AS SHOWN JOB NUMBER: 19000.S01 SHEET NUMBER: A2 ~ -½ ~+--__ J ~ I ELEV =75.0 I 6 u. z 0. ·' O 520 M a_ "' I- f:? a: ~ ' 6 ,:. -~ ~ -~ "' ELEV-75.4 12' O" HIGH LIGHT POLE SEE -~ NOTES SHOWN ON A2 = .I ' • ' 1· ' ' -' ----I -" '...,. ~ I -.. · . "' . . -~ ~ . ' ,-..,. ·. . ...,:__..:.--"' f~.I~ ..--------~ ~ ~ ~I \ ---:-. ~ ••. _, .. I ·. I ;:, .. A ~ ·~ I . .• OPE L !CAL I . . '-CONCRETE RAMP (BEYOND) TO SECOND LEVEL 1 I ~ PAINTED CONCRETE COLUMNS -TYPICAL 12'-0" HIGH LIGHT POLE SEE ~, ELEV= 76.4 = OP NOTES SHOWN ON A2 I L PAINTED CONCRETE COLUMNS • TYPICAL 12'-0" HIGH LIGHT POLE SEE 7 NOTES SHOWN ON A2 I · .. .· ·. .. . . I . . . .. I j '. . .. . I CAL . . 0 -· AL PAINTED CONCRETE PANELS- TYPICAL . . . . PICAL 1 . ~ HORIZONTAL & VERTICAL REVEALS- TYPICAL I . i ' . EL MATCH TILE ON EXISTING BUILDINGS r• sq TILE INSERT TO . ·~ . , . "-. . i . OP ~ ~ ------------------------- .· ..--------...___________ L ----------- , [' . . .· / " ~ ~ PAINTED CONCRETE PANEL-TYPICAL -PAINTED CONCRETE COLUMNS· TYPICAL 12'-0" HIGH LIGHT POLE SEE -, NOTES SHOWN ON A2 I 9" sq. TILE INSERT TO MATCH TILE ON EXISTING BUILDINGS -PAINTED CONCRETE COLUMNS -TYPICAL i v HORIZONTAL & VERTICAL REVEALS - TYPICAL I\ \ SHADED AREA DENOTES "KELP" MURAL -FULL -DESIGNTBD >= . . . . ·. . -----...,eN - . ~ ~ -H NTAL ORIZO & VERTICAL REVEALS - TYPICAL I ·. I .. . . . · . .·. . ~-l""lJ-t ,.05';0 r-•.-j "U •o2So -0 z ,, 0 G) ,, CJ m {") "' I -' . 1' ~ I ! L PAINTED CONCRETE PANEL -TYPICAL AMEND 2019-0002/SDP 2019-0003/CDP 2019-0005 (DEV2018-0131) ~ oi ~ i<-~ "' .,;: "' q -q .I ELEV-74.1 PARKING GARAGE NORTH ELEVATION ELEV= 75.0 CONCRETE RAMP TO SECOND LEVEL SCALE: 1/16" = 1'-0' PARKING GARAGE EAST ELEVATION SCALE: 1/16" = 1'-0' J ,sc, i I I . · . I .· . 9 . · . ,._ .• .· ... . . . . ___, ji.-s> .·. A 6 ~ OPE -AL .. ,;, ---------------------ELEV-76.4 ""-HORIZONTAL & ~ PAINTED CONCRETE VERTICAL REVEALS - TYPICAL COLUMNS· TYPICAL PARKING GARAGE SOUTH ELEVATION SCALE: 1/16" = 1'-0" ELEV= 75.4 PARKING GARAGE WEST ELEVATION SCALE: 1/16" = 1'-0" w LO N ~ 0:: $ ::::, en .c -:::, 0 en I- (I) E > ·;:: 0 0 co '-' -"'N -0 (.) (I)~ "' ' (I) N Cll ~ 0) '-' (..) "' Ol<( -w _c (..) ~ C -I'- (I) 0 "St > Ol . I-W(l)M ·-0) c:, 0 I'-CX) • N CCX) M Cll LO ~ en co (.) <( ©2018 SMITH CONSULTING ARCHITE~TS ro N ro a... a., I , CD t::: 0 z ro Q) a3 s-s-0 0 :::J ~., s-(..) 0 :::J a~ CD~ cno CON a.. O') Oh rn LO CO -u-v~ co(.) ro O'l~ -acc.o-g en -s:? oe:s ..a s-s-Men ro ro 00 I,,_ UCL <0(3 SUBMITTAL DATES: 2nd SUBMITTAL REVIEW 6-17-19 3rd SUBMITTAL REVIEW 8-12-19 4th SUBMITTAL REVIEW 11-19-19 ISSUE DATES: PLANNING, DESIGN DEVELOPMENT: PLAN CHECK! BID SET: PERMIT SET: 3/6/19 CONSTRUCTION SET: DRAWING DATE: 04/02/2020 CHECKED BY: ML DRAWN BY: NH SCALE, />SSHOWN JOB NUMBER: 19000.S01 SHEET NUMBER: A3 -·-, _____ ,,____ ---------------____ , ·-_, -.. ----.-·-·--·---·-··-"""-"' -----------. EXISTING SINGLE STORY HOMES EXISTING BUILDING--B EXISTING TREES TO REMAIN UNCHANGED EXISTING 6'-0" HIGH BLOCK WALL UNCHANGED. t--EB I 11% SLOPE I 12'-0" HIGH LIGHT POLE SEE NOTES SHOWN ONA2 1% SLOPE EXISTING TREES TO REMAIN UNCHANGED 90.0 T.O.P. RAMP 90.75 T.O.P. [ 12'-0" HIGH LIGHT POLE SEE NOTES SHOWN ONA2 i EXISTING TREES TO REMAIN UNCHANGED LU z ---' ~ EXISTING ENTRY DRIVE INTO SITE LU Q_ 0 8:1 PASEO DEL NORTE 56.0 90.75 T.0.P. ---___ ,. __ , ______ ,., .... ..... ' -----II AMEND 2019-0002/SDP 2019-0003/CDP 2019-0005 (DEV2018-0131) EXISTING SINGLE I STORY HOMES ! ~ SITE SECTION -AA EXISTING APARTMENT BUILDINGS SCALE: 1" 30'-0" SITE SECTION -BB 89.0T.O.P . NEWGROUND COVER EXISTING TREES NEW TREES BETWEEN ,----~-f--__ EXISTING 126'-0"± noo EXISTING TREES CAMINO DEL PARQUE EXISTING SINGLE STORY HOMES ---65 --------------------------------------------/-------------------------------------------55 EXIST NG SINGLE STORY HOMS -. ~ ------ 105'-0"± EXISTING TREES -· _, __ ---·----- I ENLARGED PARTIAL SECTION A1 SCALE: 1" -10'-0" EXISTING TREES 91.5TOP --------------- ----75 76'4- ENLARGED PARTIAL SECTION 81 ---------------------------------------------SCALE: 1"=10'-0" SCALE: 1" -30'-0" 2 ·s Cf) LU a:: ::, ©2018 SMITH CONSULTING ARCHITECTS rn N rn a_ Q) I , Q) t:: 0 z rn a, a:; s..... s..... 0 0 ::J QT""" CL• , s..... (_') Q)T"""" 0 ::J ~~ o:-,;a...m -acn ~8 rn Cl T""" -..c C: c.o "'C Cl)·;;:::= ca~ s..... s..... ("I') .£2 rn rn 00 s... (_)a_ (08 SUBMITTAL DATES: 2nd SUBMITTAL REVIEW 6-17-19 3rd SUBMITTAL REVIEW 8-12-19 41h SUBMITTAL REVIEW 11-19-19 ISSUE DATES: PLANNING: DESIGN DEVELOPMENT: PLAN CHECK: BID SET: PERMIT SET: 316119 CONSTRUCTION SET: DRAWING DATE: 04/02/2020 CHECKED BY: ML DRAWN BY: NH SCALE: />SSHOWN JOB NUMBER: 19000.S01 SHEET NUMBER: A4 1 I 2 I 3 I 5 I 6 I 7 A-r~-=~~~=~=~~,==r~=~~=r==r=r=r~-~ I D ' COMMON AREA 769 S.F B- c- 0- I Suite 160 Suite 180 □ Suite 11 0 Suite 100 E-~~~~=~=~--o~-b.~~~~=-r==-===-=:::i1c=~ Suite c50 1 I A- B- COMMON AREA~,, 232 S.F c- 0- E- I 1 COMMON AREA 3,235 S.F 2 3 4 I I 2 D I I Suite t----1 2 0 0 I 0 ! 1 [gJ Suite 11==~-.P D D Suite 210 250 COMMON AREA~ 2,108 S.F I 3 4 5 I I 5 / ~~~~~x===ae=-17-:": _d 1st FLOOR GROSS AREA= 17,736 s.f. FIRST FLOOR PLAN -BUILDING 6183 Suite 290 • 6 I Suite 250a I 6 Suite . 280 7 I I 7 SCALE: 1/16" 1'-0" Suite 270 2nd FLOOR GROSS AREA = 17,256 s.f. SECOND FLOOR PLAN -BUILDING 6183 SCALE: 1116" -1'-0" -A -B -c -D -E J) / -11'\ B -c -0 -E AMEND 2019-0002/SDP 2019-0003/CDP 2019-0005 (DEV2018-0131) BUILDING 6183 AREAS 1st FLOOR AREA COMMON FLOOR AREA NET USEABLE TOTAL 1st FLOOR AREA 2nd FLOOR AREA COMMON FLOOR AREA NET USEABLE TOTAL 2nd FLOOR AREA = 4,004 S.F. = 13,732 S.F. = 17,736 S.F. = 2,340 S.F. = 14,916 S.F. = 17,256 S.F. PARKING CALCULATION Total Areas Common floor area Net Useable PARKING REQUIRED Common area -6.344 x 1 Net Useable -28.648 x 5 = 6,344 S.F. (at 1 per 1000) = 28,648 S.F. (at 5 per 1000) = 7 parking spaces required = 144 parking spaces required ~ T"" (0 C, z -Cl ...J -=> r::o LO N ~ ,l!l ::, CJ) w ::, (.) a: ©2018 SMITH CONSULTING ARCHITECTS co N co a... Q) I r CD t::: 0 z CO a, ci5 s..... s..... Cl 0 ::J 01· QT""" s..... U CDT""" 0 ::J ~~ Uh a..cn rn LC) CO -u-"'-' ooU co C) T""" -..ccco-g (J)·y oc!S ..c L...s..... C"')CfJ CO C0 CO '-- (_)a._ c.o8 SUBMITTAL DATES: 2nd SUBMITTAL REVIEW 6-17-19 3rd SUBMITTAL REVIEW 8-12-19 4th SUBMITTAL REVIEW 11-19-19 ISSUE DATES: PLANNING: 316119 DESIGN DEVELOPMENT: PLAN CHECK: BID SET: PERMIT SET: CONSTRUCTION SET: DRAWING DATE: 04/02/2020 CHECKED BY: ML DRAWN BY: NH SCALE: MSHOWN JOB NUMBER: 19000.S01 SHEET NUMBER: AS A- B- c- 0- E- A- B- c- 0- E- 1 I r- I I b__ 1 I 2 I 2 I 3 4 5 ~ A I I ~- Suite 140 ° Suite 150A Suite 1 11 0 --□ COMMON AREA~ 5,460 S.F 6 7 8 I I I □ su:te 100 0 □ □ 1st FLOOR GROSS AREA = 22,942 s.f. 3 I FIRST FLOOR PLAN -BUILDING 6185 4 I 5 COMMON AREA ~ 3,404 S.F u :te 200 6 I SCALE: 1116" = 1'-0" 7 I 8 I 0 2nd FLOOR GROSS AREA = 22,035 s.f. SECOND FLOOR PLAN -BUILDING 6185 SCALE: 1116" = 1 '-0" - \ 1-- / /0 s • I U ll8 150, V / /0 V AMEND 2019-0002/SDP 2019-0003/CDP 2019-0005 (DEV2018-0131) BUILDING 6185 AREAS 1st FLOOR AREA COMMON FLOOR AREA = 5,460 S.F. NET USEABLE = 17,482 S.F. TOTAL 1st FLOOR AREA = 22,942 S.F. 2nd FLOOR AREA COMMON FLOOR AREA = 3,404S.F. NET USEABLE = 18,631 S.F. TOTAL 2nd FLOOR AREA / = 22,035 S.F. // PARKING CALCULATION Total Areas Common floor area = 8,864 S.F. (at 1 per 1000) / Net Useable = 36,113S.F. (at5per1000) /~ PARKING REQUIRED Common area -8.864 x 1 = 9 parking spaces required Net Useable -36.113 x 5 = 181 parking spaces required / /J / \ /x 0 / )>\ /\ LO C0 ~ co (!) z -0 ...J -::::> OJ LO N ~ $! ::::, CJ) w a:: :::, ..c -::::, 0 CJ) l- g? E ·-0 ._ '-' 0 co --"' N -r:::, (.) Q) T""" ~ a, N CO ._ en '-' u "' Cl<:(-W _c U i:::: C -r--, Q) 0 -s:t > Cl . ~ w Q) C") ~ ·-en C> 0 r--co . N C CO M CO LO _ ~ CJ) co (.) ©2018 SMITH CONSULTING ARCHITECTS ro N ro Cl... Q) I r Q) t 0 z ro a, Q) s.... s.... 0 0 :::s Q I " s.... (_) 0 :::s I r (_) s.... -ocn ~8 ro o,~ -acco-c cn·y oc!S ~ s.... s.... ('t') 1!2 ro ro co '--ua... co8 SUBMITTAL DATES: 2nd SUBMITTAL REVIEW 6-17-19 3rd SUBMITTAL REVIEW 6-12-19 4th SUBMITTAL REVIEW 11-19-19 ISSUE DATES: PLANNING: 316119 DESIGN DEVELOPMENT: PLAN CHECK: BID SET: PERMIT SET: CONSTRUCTION SET: DRAWING DATE: 04/02/2020 CHECKED BY: ML DRAWN BY: NH SCALE: AS SHOWN JOB NUMBER: 19000.S01 SHEET NUMBER: A6 CITY OF OCEANSIDE PACIFIC OCEAN 78 Ro CITY or ENCINITAS VICINfTY MAP N,T.S, CITY or VISTA ~o~ CITY or '-"" u SAN MARCOS \ SITE DEVELOPMENT PLAN FOR: CARLSBAD CORPORA TE PLAZA PARKING STRUCTURE 6183-6185 PASEO DEL NORTE \ SHEET KEY MAP SCALE: 1• = 50' SITE INFORMATION ASSESSOR'S PARCEL NO.: .. . ... 211-040-18-00 EXISTING ZONING: ..... P-C (PLANNED COMMUNITY) PROPOSED ZONING:.. . ... P-C (PLANNED COMMUNITY) EXISTING GENERAL PLAN DESIGNATION: .. ...... 0, OFFICE PROPOSED GENERAL PLAN DESIGNATION: .. . . .. . . 0, omcE EXISTING LAND USE: .. . .................. omcE, p ARKING PROPOSED LAND USE: . . .... ········· .MEDICAL omcE, PARKING TOTAL ACRES: . 4.585 ACRES (GROSS) EXISTING TOTAL NUMBER OF LOTS:..... .1 PROPOSED NUMBER OF LOTS:... . . ...... . .................... .... ... .. . . ................ .1 SCHOOL DISTRICT: ..... CARLSBAD UNIFIED SCHOOL DISTRICT WA 1ER DISTRICT;. . ......... CARLSBAD MUNICIPAL WA 1ER DISTRICT SE~ DISTRICT:. TOPOGRAPHIC SOURCE: .. . ... CITY OF CARLSBAD . ...... AERIAL TOPOGRAPHY BY SAN DIEGO AERIAL SURVEYS DA1ED FEBRUARY 12, 2019 SUPPLEMENTAL FIELD TOPO BY PASCO, LARET, SU/1ER & ASSOC/A 1ES, INC. CONDUCIED JANUARY 21, 2019 AND FEBRUARY 13 & 20 2019 MAS1ER DRAINAGE BASIN: .... PRE-DEVELOPMENT RUNOFF (O,oa): . POST-DEVELOPMENT RUNOFF (Q1oa): . AVERAGE DAILY TRAFFIC*: ..... *REF. LLG TIA DA TED 6/28/2019 (LLG REF. 3-19-3098) ····· .C . .......... ..7.0 CFS . ...... 6.8 CFS .. .EXISTING: 1,779 AD T PROPOSED: 3,998 ADT SEE ARCHITECTURAL SJ1E PLAN FOR THE FOLLOWING INFORMATION: 1.) TOTAL BU/WING SQUARE FOOTAGE 2.) SIIE LANDSCAPING PERCENTAGE 3.) PROVIDED PARKING SPACES 4.) TDM PLAN MEASURES SHEET INDEX C-1 -TITLE SHEET C-2 -EXISTING CONDITIONS PLAN C-3 -DEMOLITION PLAN C-4 -SIIE SECTIONS AND DETAILS C-5 -SllE, GRADING, AND UTILITY PLAN C-6 -EMERGENCY VEHICLE TURNING RADIUS BENCHMARK K£1.L MONUMENT AT THE END OF CURVE OF CAMINO DEL PARQUE, 220' SOUTH OF THE WESIERL Y IN1ERSECT/ON IWTH PASEO DEL NORTE PER RECORD OF SURVEY #17271. ELEVATION: 72.171 FEET (NGVD-29) BASIS OF BEARINGS THE BOUNDARIES AND DIMENSIONS OF THE SURVEYED PARCEL(S) SHOWN HEREON ARE BASED ON A REW SURVEY. RECORD DIMENSIONS MAY VARY. THE BOUNDARIES OF ADJOINING PARCELS WERE COMPILED FROM RECORDED OR FILED DATA, AND ARE TO BE USED FOR PLANNING PURPOSED ONLY. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINA 1E SYSIEM, CCS83, ZONE 6, EPOCH 1991.35. TRAVERSE MEASUREMENTS TO POINTS •A• AND "B• ARE SHOWN HEREON. THE CCS83 COORDINAIES OF POINTS "A• AND "B" ARE ESTABLISHED FROM G.P.S. STATION "CLSB-051" AND "CLSB-138" PER RECORD OF SURVEY NUMBER 17271, BOTH HAVING FIRST ORDER OR BET1ER VALUES. THE BEARING FROM POINT "A" TO POINT "B" IS NORTH 43"52'08" 1'17:ST. QU01ED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN 1ERMS OF SAID SYSIEM. GRADING QUANTITIES GRADED ARE 8,163 SF CUT QUANTITIES 950 CY FILL QUANTITIES 0 CY REMEDIAL GRADING 0 CY ANTICIPA JED SPOILS 950 CY EXPORT NET EARTHWOR 0 CY !!lQ1f:;_ THE GRADING QUANTITIES ABOVE ARE AN EST/MAJE FOR PERMITTING PURPOSES ONLY. THE GRADING QUANTITIES SHOWN ABOVE DO NOT ACCOUNT FOR VARIATIONS DUE TO LOSS FROM CLEARING AND GRUBBING, STRIPPING, SHRINKAGE, Sl\fl.L, UNSUITABLE MA JERIALS, REMEDIAL GRADING, UTILITY TRENCH SPOILS, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEJERMINING THEIR OWN INDEPENDENT QUANTITY AND MA1ERIAL TAKE-OFFS TO CONSTRUCT THE DESIGN AS IND/CA JED ON THESE ORA IWNGS AND IN CONFORMANCE IWTH THE PROJECT'S GEOJECHNICAL REPORT AND SUBSEQUENT UPDA JE LET7ERS. TDMNOTE FOR TDM FACILITIES PROVIDED ON THIS PROJECT REFERENCE ARCHIJECTURAL S/JE PLAN, SHEET A1. SDP (MINOR) 2019-0003 CDP 2019-0005 SP (AMENDMENT) 2019-0002 OWNER/ APPLICANT NEXTMED Ill OWNER, LLC 6183 -6185 PASEO DEL NORTE CARLSBAD, CA 92011 PHONE: (760) 602-7872 CIVIL ENGINEER PASCO LARET SU/1ER & ASSOC/A TES 535 N. HWY 101, SUIJE A SOLANA BEACH, CA 92075 PHONE: (858) 259-8212 ARCHITECT SCA ARCHIJECTS 13280 EVENING CREEK DRIVE, SU/JE 125 SAN DIEGO, CA 92128 PHONE: 858-793-4777 LANDSCAPE ARCHITECT RIDGE LANDSCAPE ARCHIJECTURE 8841 RESEARCH DRIVE #200 /RV/NE, CA 92618 PHONE: 949-683-0118 LEGEND RIGHT-OF-WAY/ LOT LINE GENIER LINE EASEMENT EXISTING CONTOUR SPOT ELEVATION 6" CURB AND GUTTfR (TYPE G) 6• CURB --------------------- 106.0 TC PROPOSED WAJER LINE (PVT ONSIJE) --w---w---w-- HOPE STORM DRAIN (SIZE PER PLAN) =--_ so _____ so---so -- STORM DRAJN INLET 11 DRAINAGE PA TTfRN PLANJER AREA - PA - 3:1 BIO-FILTRATION SLOPE (UNLESS OTHERWISE N07ED) y-------v_- ASPHALT PAVEMENT B/OFIL TRA TION BASIN VACA TED EASEMENT PROPOSED PUBLIC WA JER EASEMENT OED/CATION • * * • • • • • • • • • + + + + • + + + + + + • ~ ~ EXISTING IMPROVEMENTS llIM EXISTING STORM DRAIN EXISTING WA JER EXISTING SEIW:R EXISTING SE~ MANHOLE EXISTING WA 1ER MEJER EX!STING FIRE HYDRANT EXISTING WAJER VALVE EXISTING STREET LIGHT (PVT) SITE ADDRESS 6183 & 6185 PASEO DEL NORJE CARLSBAD, CA 92011 SYMBOL EXISTING LEGAL DESCRIPTION PARCEL J OF PARCEL MAP 3415 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STAJE OF CALIFORNIA, RECORDED ON JANUARY 21, 1975 AS FILE NO 75-014212 IN THE omcE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, CALJFORNIA. POSTED SPEED LIMITS PASEO DEL NORtt----------------~40 MPH CAMINO DEL PARQUE 25 MPH C-1 DATE PREPARED·11/20/2019 . I SH,ET I CITY OF CARLSBAD I SH6TS I SITE DEVELOPMENT PLAN ~"( W, i PASCO LARET SUITER CARLSBAD CORPORA TE PLAZA PARKING STRUCTURE No. RCE 680 P. 06-30- Civil & ASSOCIATES CIVIL ENGINEERING+ LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 J & 858.259.4812 ( plsaenglneering.com ENGINEER Of WORK: DATE: GREGORY W. LANG RCE: 68075 OWN BY: RDM CHKD BY: RMT RVWD BY: GWL ··~···-·---------------------------------------~ ------- EXISTING CONDITION PLAN SCALE: 1 • = JO' 30' 60' 90' I I I SCALE: 1" = 30' * * * ** *** SDP (MINOR) 2019-0003 CDP 2019-0005 SP (AMENDMENT) 2019-0002 EXISTING UTILITY DATA TABLE NO. DE9Cil110N RB BiBIC'E DWG I NO. CD 8" PVC WATER CITY OF CARLSBAD DWG No. 365-6 ® 6" PVC WATER CITY OF CARLSBAD DWG No. 365-6 @ 6" PVC STORM DRAIN CARLSBAD CORPORA TE PLAZA, 9/22/98 © 10" PVC STORM DRAIN CARLSBAD CORPORA TE PLAZA, 9/22/98 ® 12" PVC STORM DRAIN CARLSBAD CORPORA TE PLAZA, 9/22/98 ® 15" PVC STORM DRAIN CARLSBAD CORPORATE PLAZA, 9/22/98 (J) 4" PVC SEWER CARLSBAD CORPORA TE PLAZA, 9/22/98 ® 6" PVC SEWER CARLSBAD CORPORA TE PLAZA, 9/22/98 ® 15" VCP SEWER NOTED ON CITY OF CARLSBAD DWG No. 365-6 @) 24' RCP STORM DRAIN NOTED ON CITY OF CARLSBAD DWG No. 365-6 ® 8" ACP WATER NOTED ON CITY OF CARLSBAD DWG No. 365-6 @ 10" ACP WATER NOTED ON CITY OF CARLSBAD DWG No. 365-6 @ 6 • SEWER LATERAL CITY OF CARLSBAD DWG No. 164-10 NOTES 1. SEE DEMOLITION PLAN, SHEET C-3, FOR DISPOSITION OF ONS/1E IMPROVEMENTS TO REMAIN OR BE REMOVED. 2. FOR UTILITY CHANGES, SEE SHEET C-4. EASEMENT TABLE NO. Plff08E OMBl 11L1E'ENCE DATE OJ WATER CARLSBAD MUNICIPAL DOC. 2012-0067205 JANUARY 31, 2012 WA 1ER DISTRICT rn PUBLIC UTIL/11ES PAC/RC BELL DOC. 2000-0406305 AUGUST 1, 2000 TELEPHONE COMPANY [I] UTILITIES SDG&E 1991-0001117 JANUARY 2, 1991 m UTILITIES SDG&E 1998-0232406 APRIL 22, 1998 @] UTILITIES SDG&E 1998-0566406 SEPTEMBER 4, 1998 [I] ABUTTER'S RIGH7S STA TE OF CALIFORNIA 1966-89678 MAY 31, 1966 rn POWER LINE SDG&E PARCEL MAP NO. 3415 JANUARY 21, 1975 [[I ABUTTER'S RIGH7S STA TE OF CALIFORNIA DOC. NO. 27424 FEBRUARY 16, 1966 * THE LOCATION OF THE EASEMENT CANNOT BE DE1ERMINED/PLOT1ED FROM RECORD INFORMATION STATUS SEE SHT. C-4 SEE SHT. C-4 PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT DISFOSfl10N TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN ** PARCEL MAP STATES NO EASEMENT RECORD FOR THIS FACILITY. NO OVERHEAD POWERLINES EXIST ON THE PROJECT PROPERTY. *** ACCESS RIGHTS RELINQUISHED PER DOC. NO. 27424 C-2 DATE PREPARED: 11/20/2019 I SH2ET I CITY OF CARLSBAD I SH6TS I SITE DEVELOPMENT PLAN PASCO LARET SUITER NEXTMED PARKING STRUCTURE CARLSBAD CORPORA 1E PLAZA & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA !12075 ph 858,25!1,8212 I fJ: 858.25!1.4812 I plaaenglneering.com ------------~ ENGINEER OF WORK: GREGORY W. LANG DWN BY: RDM DATE: CHKD BY: RMT RCE: 68075 RVWD BY: GWL EXISTING BUILDINGS FF-76.2' 20' 1 0' 0 20' 40' 60' 1~1 i!',~~I~~~~I--------<1 SCALE: 1" = 20' NO. PfFFOSE OJ WATER EXISTING BUILD/NGA EASEMENT TABLE OMER FE1 BENCE CARLSBAD MUNICIPAL DOC. NO. 2012-0067205 WATER DISTRICT DEMOLJTION PLAN SCALE: 1 • = 20' DATE DISFOSIT70N JANUARY 31, 2012 TO REMAIN \ \\ w 4~ (fl··. riv)'\ \ '.2: \ I; \ ' co ~\ ·, i I ' I ) I C, SDP (MJNOR) 2019-0003 CDP 2019-0005 SP (AMENDMENT) 2019-0002 LEGEND DEMO/JTION AREA (PAVEMENT AND f,:::'.'.-1/ / ~ CURB ISLAND REMOVAL: ±23,895 SF) ABANDON WATER UTILITY )( )( )( ~W<:--¥c-)( X CONSTRUCTION NOTES G) REMOVE EXIS17NG LIGHT FIXTURE, POLE, AND BAS£. @ £XIS11NG ASPHALT PAVING TO REMAIN. PROTECT IN PLACE. NOTES 1. REMOVAL OF ASPHALT INCLUDES ALL RELATED ITEMS INCLUDING BUT NOT LIMITED TO WHEEL STOPS, STRIPING, BOLLARDS, AND SIGNS 77-IA T WOULD BE IN DIRECT CONFLICT W/77-1 77-IE PROPOSED CONSTRUC170N. 2. REMOVAL OF LANDSCAPING ISLANDS INCLUDES ALL R£LA TED ITEMS INCLUDING BUT NOT LIMITED TO CURB, GUTTER, PLANTER POTS, PLANTS, TREES, /RR/GA 170N INFRASTRUCTURE, DRAINAGE INFRASTRUCTURE AND ROCKS 77-IA T WOULD BE IN DIRECT CONFLICT W/77-1 THE PROPOSED CONSTRUC170N. 3. U17LITY DEMOL/170N SHOWN IS BASED ON AVAILABLE AS-BUILT INFORMA 170N AND SURVEY. C-3 DATE PREPARED· 11/20/2019 I SHSET I CITY OF CARLSBAD I SH6TS I SITE DEVELOPMENT PLAN PASCO LARET SUITER NEXTMED PARKING STRUCTURE CARLSBAD CORPORATE PLAZA & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 I & 858.259.4812 I plaaenglneerlng.com ENGINEER OF WORK: GREGORY W. LANG DATE: RCE: 68075 DWN BY: ROM CHKD BY: RMT RVWD BY: GWL 5• 1 o· f----i ___ l SCALE: 1• = 5' PROPOS£D PARKING S7RUC7l/R£ FF=B5.33? EXIS77N A.C. de BASE i 0) SEC710N: PARKING STRUCTURE AM) EX/STING PARKING LOT NORTH PROPOS£D PARKING S7RUC7l/R£ FF=B5.33 ? EX1517N A.C. de BAS£ I I I I I I I I I 24' DRIVING LANE <!) SECTION: PARKING STRUCTURE AND B<IST1NG PARKING LOT -SOUTH PROPOSED PARKING S7RUC7l/R£ FF=BS.33? i;,· r, .1: .,, .~,~;-'.?-t:t""" _:;. .. ~,._. /. EX1517N A.C. de BAS£ (VARIES) 24' DRIVING LANE (:) SEC710N: PARKING STRUCTURE AND EX/STING PARKING LOT -EAST 15' ! 15' PARKING SPACE 15' PARKING SPACE 1.5% P/L ±10.8' £Xl517NG WALK AN SCR££N WALL CAMINODEL PARDUE ±10' PARKWAY (TYP.) P/L I I I I NOT TO SCALE CARLSBAD TRACT NO, 72-21 MAP NO. 7303 NOT TO SCALE NOT 16 SCALE 6" CURB PER PLAN ASPHALT PVMT PER PLAN VARIES - EXTEND PVC LINER TO ALLOW SURFACE PLANTING PRE-CAST CATCH BASIN WITH GRATE FOR OVERFLOW STRUCTURE. SEE STORM DRAIN PLAN. ...:., PERFORATED PVC PLANTER SUB-DRAIN -, \ \ SDP (MNOR) 2019-0003 CDP 201fHJ005 SP (AMENDAENTJ 2019-0002 ATTACH TO INSIDE OF STORM DRAIN STRUCTURE IN FRONT OF SUB-DRAIN OUTLET. ATTACH WITH TAMPER PROOF BOLTS AT EACH CORNER, TYP. • I • DRILL ORIFICE PER--==~we..--.:~ a·xa· SQUARE, MIN., ¼ INCH THICK STEEL PLATE. HOT DIP GALVANIZE AFTER FABRICATION AND DRIWNG. PLACE NEOPRENE RING BETWEEN THE PLATE AND STRUCTURE WALL PRIOR TO ATTACHMENT FOR A WATER TIGHT CONNECTION APPROVED STORM WATER QUALITY MANAGEMENT PLAN (SWQMP) BMP 1: 0.70" ORIFICE BMP 2: o.ao· ORIFICE DRILLED ORIFICE PLATE DETAIL PLANTING PER LANDSCAPE ARCHITEcrs PLAN ~., NOT TO SCALE WIDTH VARIES PER PLAN 2• MIN. FREEBOARD :!r, J,_':i' 6" CURB PER PLAN ASPHALT PVMT PER PLAN 0-%"~-"'o~"'~""Ss--I .5e, __ w.o.PDNDINGDEPm----;-~~~--=r------';"•'.«,'<'~ ' 12• 0 ~,;.O~:gm~I lJ1-t ,:'.1=~=--.:=9 : '. 8-INCH THICK LA YER OF IORETENTION SOIL MEDIA. SANDY LOAM, POROSITY=0.4 , -I_ FIELD CAPACITY=0.2 ,I 11--WILTING POINT=0.1 BOTTOM AND SIDES OF BIO-FILTRATION--- PLANTER SHALL BE LINED WITH 30 MIL THICK _ ,_ , I ::[ ! CONDUCTIVITY=5IN/HR , !' ;_' -,, , :': Trt '_ 12·x12· BROOKS BOX INLET PVC LINER. PROVIDE 6-INCH OVERLAPPED, THERMAL YIELDED SEAMS AT ALL SEAMS. PLACE NON-WOVEN FILTER FABRIC (MIRAFI 140N OR EQUAL) ON EITHER SIDE OF PVC LINER TO PROTECT LINER FROM PUNCTURE ON ALL SIDES, "SANDWICHING" THE PVC LINER WITH A FABRIC CUSHION. , ,-----, , ·:: !'·:::, i STRUCTURE SIZED PER PLANS. -__ -, ,-,-_:___-: ' !-,,-I , , 1-.,, '1', .-..c:-'-Lc-:-:-,-'--'-:c-f", ,.;, __ ,,;_',' _,,, . •. ·. I_ I,-,, ·. •. !, ii I,_', i 'f;EOLPE"AOFTIOGNRSA ~ARAYNDPEINRVE;PRLATNS. 12· STORAGE LAYER:' 4•:... 'mick'c I m-'--' " ,, LAYER OF "BIRDSEYE" WASHED~;~_;_'_; -3"-THICK A.B. LAYER PEA GRAVEL-CHOKER STONE"'--, BELOW SUBDRAIN LAYER AND 8"-THICK STORAGE LAYER OF #57 STONE BIO-FILTRATION BASIN WITH IMPERMEABLE LINER DETAIL NOT TO SCALE PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING+ LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259,8212 I fl: 858.259,4812 I plaaengtneering.com C-4 DATE PREPARED· 11/20/2019 . I SH4ET I CITY OF CARLSBAD I SH6TS I SITE DEVELOPMENT PLAN NEXTMED PARKING STRUCTURE CARLSBAD CORPORATE PLAZA ENGINEER OF WORK: DWN BY: RDM DATE: CHKD BY: RMT GREGORY W. LANG RCE: 68075 RVWD BY: GWL r D EXISTING BUILDINGS FF-762 SCALE: 1" = 20' NO. PfROSE [j] WA7FR []] PUBLIC UTILITIES rn WATER ill WATER EASEMENT TABLE SCALE: 1 • = 20' OMN:R FEJcll:NCE DATE DISP08fllON CARLSBAD MUNICIPAL DOC. 2012-0067205 JANUARY 31, 2012 WATER DISTRICT TO REMAIN PACIFIC BELL DOC. 2000-0406305 AUGUST 1, 2000 TO REMAIN TELEPHONE COMPANY CARLSBAD MUNICIPAL MARCH 6, 2019 PROPOSED WATER DISTRICT -(±1,663 SF) CARLSBAD MUNICIPAL MARCH 6, 2019 VACATE WATER DISTRICT -(±1,680 SF) ) I I r---,,.-'-- \.-\ ,___,. i 'i 4-~ ' . I \ i 7 \' \ ' -', i i \ci} \n✓ \\ I• 2. ! SDP (MINOR) 2019-0003 CDP 2019-0005 SP (AMENDMENT} 2019-0002 LEGEND SPOT ELEVA710N 106.0 TC 6" CURB AND GUTTER (TYPE G) 6" CURB 36" CONCRETE RIBBON GUTTER PROPOSED WATER LINE (PVT ONSITE) --W--· PVC STORM DRAIN (SIZE PER PLAN) = = -SD -= STORM DRAIN INLET AND GRATE (36"x36") l!l!!i TRENCH DRAIN AND GRATE 6" ATRIUM GRATE INLET (TYP) DRAINAGE PATTERN PLANTER AREA 3: 1 BIOF/L TRA 710N SLOPE (UNLESS NOTED) ASPHALT PAVEMENT MATCH EX PVMT SEC710N ASPHALT GRIND & OVl:RLA Y BIOF/L TRA 710N BASIN (SEE DETAIL ON SHEET 4) - v PA v - v VACA TED EASEMENT (±1,680 SF) PROPOSED PUBLIC WATER EASEMENT DEDICA710N (±1,663 SF) ~ ~ EXIS71NG CONTOURS ---75 -- CONSmUCTION NOTES (D NEW LIGHT FIXTURE, POLE, AND BASE PER LIGHTING PLAN. @ TYPE 'G' CURB AND GUTTER PER SDRSD G-2. @ 6" CURB PER SDRSD G-1. © ASPHALT PAV/NG, MATCH EXISTING PA \IEMENT SECTION. @ 3' RIBBON GUTTER, PER DETAIL, SHEET C-5 @ 6" CURB OPENING (2) 4" A TR/UM GRATE @ EXISTING PA \IEMENT TO REMAIN. PROTECT IN PLACE. (@) UPPER DECK ROOF DRAIN DOWNSPOUT LOCATION. ® FIRE SERVICE POINT OF CONNECTION. NOTES 1. FOR PARKING STRIPING AND ADA PATH OF TRAVEL REFER TO ARCHITECTURAL PLANS. 2. FOR PLANTING AREAS (PA) REFER TO LANDSCAPE ARCHITECT PLANS. TDMNOTE FOR TDM FACILJ71ES PROVIDED ON THIS PROJECT REFERENCE ARCHITECTURAL SITE PLAN, SHEET A 1. C-5 DATE PREPARED· 11/20/2019 I SHSET I CITY OF CARLSBAD I SH6TS I SITE DEVELOPMENT PLAN PASCO LARET SUITER NEXTMED PARKING STRUCTURE CARLSBAD CORPORATE PLAZA & ASSOCIATES CIVIL ENGINEERING+ LAND PLANNING+ LAND SURVEYING 535 North Highway 101. Ste A, Solana Beach, CA 92075 ph 858.259.8212 I fl: 858.259.4812 I plsaensiDeerlllfl.com ENGINEER OF WORK: GREGORY W. LANG DWN BY: RDM DATE: CHKD BY: RMT RCE: 68075 RVWD BY: GWL ~ \ \ . \, -~ // ~1 I l : " ~ EXISTING BUILDING 'B' J ~ v I i 17r I I i I : j / ____L_____:. ;~- I !fEJl 1~ © 20' 10' 0 20' 40' 60' ~I~ 1~_1--------11 SCALE: 1'' = 20' I I I \ \ C01\t~RE:TE_4 \ ,':> ' / \ / / \----"-<a>-r---- EXISTING BUILDING 'A' / . . . . . . 86.6 FS AT ·r·· UPPER DECK (73.41 FS) /; _/_ 88.00 FS AT ' UPPER DECK -----------(76.21 FS) EMERGENCY VEHICLE TURNING ANAL YS/8 SCALE: 1 • = 20' == 45'_6US =BTRANS 2012 (US) RD 86.50 FS AT UPPER DECK / (75.55 ~S) 86.00 FS T UPPER DE 88.00 FS AT .-,E;.-' UPPER DECK/ (76.75 FS) / - 88.00 FS AT UPPER DECK (76.45 FS) / ( 7 I I I I I ·, ' I ' i I 1= / i. " I I I I I \ \ \ \ \ I \ ' ,----~,.J / d \ I 'r-i I I . . \ Ip-- ' \ i '. ~ I I \ \ I I ; \ I. I . ;g • . • ' q \ I \ I \ \ PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING+ LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 112075 ph 858.259.8212 I fr 858.259.4812 I plaaenglneerlng.com SDP (MINOR) 2019-0003 CDP 2019-0005 SP fAJENDMENT) 201fHJ002 NOTES 1. FOR EXISTING AND PROPOSED ELEVATIONS AND DRAINAGE PATTERN SEE SHEET C-5. 2. SEE ARCH/7ECWRAL PLANS FOR UPPER LEVEL PARKING DECK STRIPING AND DRAINAGE. OUTSIDE SWEPT PA TH 28.5 ft 45' BUS CALTRANS 2012 (US) [ft] 10.J ft ~ ft STEERING LOCK ANGLE = 44.3 deg. ACHIEVED STEERING 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. TRUCK TURNING ANALYSIS CAL TRANS TEMPLA 7E 404.5-F (TRASH, DELIVERY ANO FIRE TRUCKS) SCALE: 1" = 40' C-6 DATE PREPARED: 11/20/2019 I SH6ET I CITY OF CARLSBAD I SH6TS I SITE DEVELOPMENT PLAN NEXTMED PARKING STRUCTURE CARLSBAD CORPORA TE PLAZA ENGINEER OF WORK: DWN BY: RDM DATE: CHKD BY: RMT GREGORY W. LANG RCE: 68075 RVWD BY: GWL SLOPE RE-VEGETATION NOTES (CONT'D.) SLOPE RE-VEGETATION NOTES SLOPES -6:1 OR STEEPER AND: SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING OR STREETS REQUIRE AT MINIMUM STANDARD #1 (COVER CROP OR STANDARDS: EROSION CONTROL MATTING). A. STANDARD #1 -COVER CROP/REINFORCED STRAW MATTING: B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION • COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), GERMINATING AND FAST COVERING GRASSES, CLOVER, AND/OR WILD #2 AND #3. FLOWERS SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3 AND #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. C. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. APPLICATION. THEN COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. • TYPE OF REINFORCE STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. • REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. B. STANDARD #2 -GROUND COVER • ONE HUNDRED (100%) 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). C. STANDARD #3 -LOW SHRUBS • LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4 -TREES AND/OR LARGE SHRUBS • TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. (E (E LANDSCAPE SITE CALCULATIONS TOTAL SITE AREA NEW LANDSCAPE AREA EXISTING LANDSCAPE AREA TOTAL LANDSCAPE AREA PERCENTAGE OF SITE LANDSCAPED TOTAL PARKING LOT AREA (NOT INCLUDING PARKING STRUCTURE) PARKING LOT LANDSCAPE REQUIRED (3%) PARKING LOT LANDSCAPE PROVIDED (12%) 199,702 SF 10,479 SF 39,717 SF 50,196SF 25.1% 68,198SF 2,046 SF 8,156SF TOTAL PARKING STALLS PROPOSED (WITHIN THE 46 LIMIT OF WORK, NOT INCLUDING THE PARKING STRUCTURE) PARKING LOT TREES REQUIRED (1 PER 4 STALLS) 12 PARKING LOT TREES PROVIDED 13 STATEMENT OF COMPLIANCE I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. 11/20/2019 DATE ,. ------,.-~--------;- ; ' " cc \ ii . ' ' ' ,•-----~-,----j_·_ -·------;;:; ______ ; f.c_,_.--~"i_.-'., PALOMAR AIRPORT RD N VICINITY MAP SCALE: NOT TO SCALE EB PROPOSED PLANT LEGEND SYMBOL TREES 0 0 BOTANICAL NAME RHUS LANCEA RHUS LANCEA COMMON NAME AFRICAN SUMAC AFRICAN SUMAC SHRUBS, GRASSES, VINES & GROUNDCOVERS vvvvvv vvvvvv vvvvvv 0 .. ALO BE HES BL LAN NG MUH ET PRU BT ROS PRO MYR COM FIG REP ALOE 'BLUE ELF' HESPERALOE 'BRAKELIGHTS' BLUE ELF ALOE BRAKELIGHTS RED YUCCA LANTANA 'NEW GOLD' NEW GOLD LANTANA MUHLENBERGIA E. 'EL EL TORO BULL TORO' GRASS PRUNUS CAROLINIANA 'BRIGHT 'N TIGHT' ROSMARINUS 0. 'PROSTRATUS' MYRTUS COMMUNIS -OR- LIGUSTRUM J. 'TEXANUM' FICUS REPENS BRIGHT 'N TIGHT CAROLINA LAUREL PROSTRATE ROSEMARY TRUE MYRTLE -OR- TEXAS PRIVET CREEPING FIG BIOSWALE GRASSES -MUH RIG JUN PAT WATER USE KEY: MUHLENBERGIA RIGENS JUNCUS PATENS DEER GRASS CALIFORNIA GRAY RUSH SIZE 36" BOX STD. 24" BOX STD. 5 GAL. 5 GAL. 1 GAL. 1 GAL. 5 GAL. 1 GAL. 15 GAL. 1 GAL. STAKED 1 GAL. 1 GAL SPACING WATER DESCRIPTION QTY. USE PER PLAN PER PLAN 24"0.C. 30" o.c. 36" o.c. 30" 0.C. 5'0.C. 24" 0.C. 48"0.C. PER PLAN 30" O.C. 18" O.C. L L L L L L M L L M M L L SCREENING TREE PARKING CANOPY SUCCULENT ACCENT FLOVVIERI NG ACCENT FLOVVIERING LOW SHRUB ORNAMENTAL GRASS COLUMNAR SCREEN GROUND COVER 6' -8' HEDGE SCREENING VINE BIOSWALE GRASS BIOSWALE GRASS 5 7 231 140 190 209 31 183 124 18 331 596 VL = VERY LOW WATER USE, L = LOW WATER USE, M = MODERATE WATER USE, H =HIGHWATER USE. WATER USE STATED IS PER 'A GUIDE TO ESTIMATING IRRIGATION WATER NEEDS OF LANDSCAPE PLANTINGS IN CALIFORNIA' (ALSO REFERRED TO AS WUCOLS) FOR REGION 3. EXISTING TREE LEGEND SYMBOL TREES 0 * 0 0 0 0 0 0 0 0 • BOTANICAL NAME ARBUTUS UNEDO ARCHONTOPHOENEX CUNNINGHAMIANA CUPANIOPSIS ANACARDIOIDES EUCALYPTUS SPP. LOPHOSTEMON CONFERTUS MAGNOLIA 'MAJESTIC BEAUTY' MELA.LEUGA QUINQUENERVIA PHOENIX RECLINATA PINUS TORREYANA PODOCARPUS GRACILIOR RHUS LANCEA SYAGRUS ROMANZOFFIANUM COMMON NAME STRAWBERRY TREE KING PALM CARROTWOOD EUCALYPTUS BRISBANE BOX MAGNOLIA CAJEPUT TREE SENEGAL DATE PALM TORREY PINE FERN PINE AFRICAN SUMAC QUEEN PALM EXISTING SHRUBS AND GROUNDCOVER TO BE PROTECTED IN PLACE NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) INDICATES AN EXISTING TREE TO BE REMOVED FROM SITE. NOTES: • GRADING SHALL PROVIDE FOR POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. • ALL UTILITIES ARE TO BE SCREENED. LANDSCAPE CONSTRUCTION DRAWINGS WILL BE REQUIRED TO SHOW AND LABEL ALL UTILITIES AND PROVIDE APPROPRIATE SCREENING. • ANY EXISTING LANDSCAPING (PLANTING AND IRRIGATION) DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN KIND AS APPROPRIATE TO MEET LANDSCAPE MANUAL REQUIREMENTS 0 15 30 60 90 l!) N - :5 :::, 0 Cf) w ::::, (.) w I- @2018 SMITH CONSULTING ARCKITEC";"S (1) 0) ro s.,_ ro (.9 C: ■-y s.,_ ro Cl. I -0 (1) ~ >< (1) z (l) ...... s,._ 0 z (l) 0 o ~ (l) ~ (/) C> CON a.. O') lC) co ooO CONCEPTUAL LANDSCAPE PLAN REVISION DATES: li ISSUE DATES: PLANNING: DESIGN DEVELOPMENT: PLAN CHECK: BID SET: PERMIT SET: CONSTRUCTION SET DRAWING DATE: CHECKED BY: DRAWN BY SCALE JOB NUMBER: SHEET NUMBER: 11/20/2019 RS LA SEE PLAN 19000.S01 L 1.1 ' (/) 0 / :::i (1) I 3 "O Q. ~ (Q s: 0 :::i O'.) z 0 < "' 0 '-0 ' u, 0 °' "O 3 -c, 0 --(1) Q. 0--< ;,o 0 :::i \\'\ \ \ ' ' ' ' '. . '1 j' \ \' ', ' \ \ \ \ \ ; \ \ \ ' \ \ \ ·, \q\ \ \ \ ' EXISTING BLDG~-B \ \ \ \ \ \ \ 1 I I I I I I I ---,---~ I l -·-·-·-·-· .. '"'· ..... ;,~i;·"/ )( ;:,, \,,,/ \ .)( ;,.,,.-? y / / 1/ / L __________________________________ _ ------------------- ·----· · tlMITOFWORK do z -' LEGEND SYMBOL DESCRIPTION CRITERIA ZONE 2-REFINED LANDSCAPE ZONE 2 SHOULD HAVE AN UNMANICURED APPEARANCE, NOT UNKEPT, BUT RATHER A LANDSCAPE DESIGNED TO REQUIRE LESS INTENSIVE TYPES OF MAINTENANCE SUCH AS MOWING, PRUNING, FERTILIZING, AND WATERING. PLANT MATERIAL WHOSE APPEARANCE IS NOT DEPENDENT ON HEAVY WATERING AND MAINTENANCE CARE. FOR REFERENCE ONLY IT STRESSES CONTINUALLY LOW MAINTENANCE BY DESIGNED PLANT COMBINATIONS WITH MATCHED GROWTH REQUIREMENTS. THIS ZONE'S WATER REQUIREMENT FOR A MATURE LANDSCAPE IS ESTIMATED BETWEEN 10" AND 30" OF SUPPLEMENTAL IRRIGATION WATER ANNUALLY. AB1881 WATER BUDGET CALCULATIONS SHOWN FOR REVISED LANDSCAPE AREA ONLY (CALCULATIONS SHOW THIS PROJECT TO BE IN COMPLIANCE WITH STATE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE "MWELO") CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) NexMed Parking Garage Evapotranspiration Rate {Eto)* Conversion Factor {Step 1 x Step 2) Plant Factor {PF)'* (0.1 -0.8) Area of Hydrozone {sq. ft.) ]HA) [Step 4 x Step 5) Irrigation Efficiency [IE)*** {Step 6 a Step 7) (Total all Step 8 + Total SLA sq. ft. in Step 5) [Step 3 x Step 9) Estimated Total Water Use - ETWU [Gallons Per Year) Total shall not exceed lv1AWA ~Eto West of 1-5 = 40.0 East of 1-5 and West of B Camino Reai = 44.0 East of El Camino Real= 47.0 Applicant may provide differen"'." Eta if supported by Hydrozone Number (1-5 with SLA Zone Below -use as many Process Step No. {Belo""'.) 1 2 3 4 5 6 10 tables qs necessary to complete all hydrozones) 2 3 '4' 5 Shrub shrnb. ShrlJh Jurt JtJrt. · Sproy RotOr brip Sptciy ,Rqtor . ' 44.0 44.0 44.0 44.0 44.0 0.62 27.280 0.5 0.5 0.5 0.8 0.8 0 0 0 0 0 0 0 0 0 0 0.72 0.72 0.80 0.72 0.72 0 0 0 0 0 10,479 '"' ,,,,.. __ ,,,.,,.--········ 285,867 "" Pf -Plant Factcr {Water Use) -from WU COLS **" !E -Irrigation Efficiency Selected' based on type of plants in hydrozones: Spray= .72 0.1 = \/1...W -Very Low Water Use Pian ts .......... 0"' 0.3 = LW -Low Water Use P/an1s 0.5 = MW -Moderate Water Use Bubbler=c .75 Drip & Micro 5 pray = .80 6 TLlrf bfip 44.0 0.8 0 0 0.80 0 SLA ciocun-entotion subject to approval by the City Planning 0.8 = HW -High Water Use Plants. Division A different IE may be used if supported by documentation subject to approval by the City MAXIMUM APPLIED WATER USE [ MAWA) calcula1ion: MAWA MAWA ~ (ETo) x (0.62) x [(0.45 x LA) + (0.55 xSLA)] 10,479 10,479 Totai Landscape Area Tota! SLA NOTE: 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 THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA WATER CONSERVATION NOTES THE FOLLOWING WATER CONSERVATION TECHNIQUES SHALL BE EMPLOYED IN THIS PROJECT: A B. C. D. E. F. G. H. L J. WATER CONSERVING PLANTS, AND PLANTS NATIVE TO HOT, DRY SUMMERS, UTILIZED IN MORE THAN 75% OF THE TOTAL PLANT AREA. USE OF HYDROZONES WITH PLANTS GROUPED BASED UPON AMOUNT OF WATER NEEDED TO SUSTAIN THEM. TREES USED TO SHADE THE SOIL, BLOCK WIND AND REDUCE EVAPOTRANSPIRATION. MULCH UTILIZED IN THE LANDSCAPE, 2" DEPTH MINIMUM. SOIL AMENDMENTS UTILIZED TO IMPROVE WATER HOLDING CAPACITY OF SOIL. AUTOMATIC IRRIGATION SYSTEM ADJUSTED SEASONALLY AND WITH WATERING HOURS BETWEEN 10:00 P.M. AND 6:00 AM. IRRIGATION SYSTEM DESIGNED TO WATER DIFFERENT AREAS OF THE LANDSCAPE BASED ON WATERING NEED. IRRIGATION DESIGN SENSITIVE TO SLOPE FACTORS. RAIN SENSORS USED IN CONJUNCTION WITH THE AUTOMATIC IRRIGATION SYSTEM. RECOMMENDATIONS GIVEN FOR ANNUAL IRRIGATION SCHEDULE AND MAINTENANCE. 0 15 30 60 90 w I!) N ~ Q) :!= ::::, en :::, .c -::::, 0 en f-- Q) E ,,:: ~ 0 0 (,) co -I<: N -0 u Q) ~ <n ' Q) N rn ~ CJ) (,) 0 <n Cl)<( w ,c: 0 t-t-C: -t-Q) Ov > Cl) . f--LU Q) C") 0 o CJ) co t- N C: co C") rn I!) ~ en co @2018 SM TH CONSULTING ARCHITECTS Cl) 0) ro s.... co (.9 C: ■-V" s.... co CL I "'O Cl) ~ >< Q) z Cl) t 0 z Cl) 0 o ...- Cl)...-cno CUN a.. 0) LO CU ooU ...-co ""O oa2 ('I) en -co !I,,_ ...-ro coU WATER MANAGEMENT PLAN REVISION DATES li li li ISSUE DATES: PLANNING: DESIGN DEVELOPMENT: PLAN CHECK: BID SET: PERMIT SET CONSTRUCTION SET: DRAWING DATE 11/20/2019 CHECKED BY: RS DRAWN BY: LA SCALE: SEE PLAN JOB NUMBER 19000.S01 SHEET NUMBER L2.1 L :;, 0 :i': (.Q ~ / (/) s: ----i I / z (1) .x -~ s: (D Q_ """(J 0 ~ " 5' (.Q (/) -~ C 0 -C ~ (D / // / ' / (/) ,/ 0 / :::J (D X ' :i': 0 C :l Q_ :i': (.Q s: 0 :::J co z 0 < f-., 0 --0 ' c.,, 0 0-- cl :l """(J 0 --(D Q_ u -< ;u 0 :::J ' \ ···\ .. \ ·. ,. \\ ,...,,,,, \ EXISTING Blf)G;-8 I ·1------l----u_ 0 1-:--->-2 ,1---------' j \ v ·-.~, \ I I \ \ ... ,. \ ) / / \ \ \ 1 I I I I I I I I . :.·., Li==~=~ .... ' . ,_f-----. . ... I z:,t/ 1 ··/ I· . / ... ·. · .. ·.··.·. t __ ._,,_·r ··---······-· ·-<>,--<•• • ··-· ,;;:-~. ·.·.·.·• ....... ~. ! ................ .. ·'""""'--,.!Ill< -. ' -... -... '. ................ ,, (i : . -----lHI . '·i : . (I -----j'[;I L _______________________________________ _ -------------- . . . . . . . . . . . . . . -. '• •_,..,., ... ,_ ... _,.M • •--~•-~ • ••• • I 'f . I RECYCLED WATER USE SYMBOL DESCRIPTION TOTAL DEVELOPED SITE AREA TOTAL LANDSCAPED AREA TOTAL AREA IRRIGATED WITH RECYCLED WATER 199,702 S.F. 49,989 S.F. 49,989 S.F. NOTE: ALL NEW VALVES MUST BE HIGHUNED PRIOR TO CONNECTING TO RECYCLED WATER. IF EXISTING VALVES ARE REPURPOSED, CONVERTED TO DRIP IRRIGATION, OR IF OTHER MODIFICATIONS ARE MADE DOWNSTREAM OF EXISTING VALVES, A HIGHLINE IS NOT REQUIRED. 0 15 30 60 90 w LO N ~ (I) = ::, Cf) :::, .c -::, 0 Cf) I- (I) E .> ~ 0 0 (.) a:, .:.::. N -a u (I) ~ "' ' (I) N rn ~ 0) (.) (.) "' a,<( w .<= (.) I'--I'--C -I'--(I) Ov > a, . I-w (I) C<') 0 ·-0) a:, 0 I'-- N C a:, C<') rn LO ~ Cf) a:, ©201B SMITH CONSULT 1NG ARCKITECTS (I) 0) ro L-Q) ro t:: C) 0 z - C: Q) 0 ■-V o--L-Q) --ro cno a... CON a.. 0) I LO ro -0 00 (.) --(I) (0 "'O ~ ~~ X CV) en -(I) 00 "- --ro z (0(.) WATER AREA USE MAP REVISION DATES: ZS ZS ZS ISSUE DATES: PLANNING: DESIGN DEVELOPMENT: PLAN CHECK: BID SET: PERMIT SET: CONSTRUCTION SET: DRAWING DATE: 11/20/2019 CHECKED BY: RS DRAVVIN BY: LA SCALE: SEE PLAN JOB NUMBER 1900D.S01 SHEET NUMBER: L3 ■ 1 '-:;, 0 ::: (0 ~ / u, s: -< :r: / z CD X t CD Q. ""IJ 0 ~ ZS: :::J (0 u, -2 () -C ~ CD / ' u, 0 / :::J CD ~ 8 :::J CD i (0 s: 0 :::J OJ z 0 < i::l --0 ' (.J7 0 °' ""O 3 ""IJ 0 -ct Q. ~ ,G 0 :::J i • EXISTING EXISTING '· /,, BLDG. A ' EXISTING EXISTING MOD-217 SF IN-LINE DRIP \ ·-·-·-·= =-- -----.--,-. MOD. -16 SF TREE BUBBLER -. I, EXISTING EXISTING BLDG. B EXISTING EXISTING MOD. -16 SF TREE BUBB[ '+-i· -;'-•i ' L •>);>;,' · .. ·.~I I . '<~> < ·-. '<f ,· '~ LOW-454 IN-LINE DRIP I ., lo f-_~:;J~~;_f::;:·-~<:~/,)> , , -, ,.---' @ -·· . ~ I ~/q~~ • .. -· . ,_ ~ /••-------:' i.,J ~ I <> ,_ .J •. -h., I ,·.-,_/4 .. , I •-· \ I .. ·,, . I .. · "\ MOD.-16SF ~, .f I \~ \ .. . re:::<·, I \ \ TREE BUBBL .· ..i,: {'......j. @ I 25SF \1 --, ;{~~ ~ 11 --EH+t-~~E DRIP I MOD. -16 SF .I ' . O ) I TREE B I 1(/--i ~ I ----++>----✓ u I ~•'.+..-J ___ ol / : --I i' '·-->-1 I !, · I k ' :;;; I ...,.,_ -25 SF I l MOD. -16 SF · I •J'· i 1----'1 IN-LINE DRIP I a• ,rr--.m TREE BUB ;..,c·.I'' <f/ r: 1 7' I .• ./"-< /~· -1~-------·_ ,.•,f•, / -. \ I / r,_/ __ \ __ _J / ---·- j: rH 1--1 · ~· • .'.•~ /I, // 1~~~:~gR F _____ l\ilDDERATE::Z05SF ~IJER)l;fE=26oSF ___ ~li/l<=OIJ=ER~A1~E~-2=0=0~S~F --MODERATE-200SF MODERATE-=-..• \l j'"-j < (/ :✓✓ I -....... ·-v, --~l=N=:L=IN=E=D~~.~IP~==-"'-~·-/i IN~LIN~ DRIP_ -f; ...... IN/~LINE~RIP •, . •.·• .. ~ .. ~l=N=cL=JN=/=~,~D~R~IP~~.~ ....... INJl~EQRJP_ . ..:.:: -~ · ·t1MITOFWORK ........ . LOW-. 3 SF IN-LINED 1p·· LU l!) N ~ Cl) ""' ::, Cf) ::, ..i:::: -::, 0 Cf) f- Cl) E > ·c:: 0 0 u a:, -"" N -0 Cl) ~ en ' Cl) N Ctl '-a, u (.) en u g> <( r-- ·-<.) r-- C -f--. Cl) 0 "SI" > = . WCJ.)M 0 ·-a, a:, 0 r-- N C a:, (") Ctl l!) ~ Cf) a:, LU f- ©2018 Sll.lTH CONSULTING ARCHl.,.ECTS Q) 0) ro s..... (I) ro t CJ 0 z - C (I) 0 ■-...,,,. 0 "'I:'""" s..... (I) "'I:'""" co cno CL CON a.. 0) I LO ro -a co 0 "'I:'""" Q) (0 ""C ~ ~~ >< (Y") en -Q) co s.,_ "'I:'""" ro z coo HYDROZONE DIAGRAM REVISION DATES: li li li ISSUE DATES PLANNING: DESIGN DEVELOPMENT: PLAN CHECK: BID SET PERMIT SET: CONSTRUCTION SET: DRAVI/ING DATE 11/20/2019 CHECKED BY· RS DRAWN BY LA SCALE: SEE PLAN JOB NUMBER: 19000.S01 SHEET NUMBER: 0 15 30 60 90 L4 1 ■ '--- / 0 :,; (Q V, / (/) s: ---l I / z (I) >< --s: (I) Q. 7J 0 ~ 7'C 5" (Q (/) -~ C () -C ~ (I) / ' / (/) / 0 / :::J (I) >< ' 3 0 5" -Q. :,; (Q s: 0 :::J co z 0 < N 0 ~ '0 ' V, 0 0-. D 3 7J 0 --([) Q. v ':<'. Al 0 :::J --/ / / / \ \ EXISTING BLQG~~-8 t! ,-n~ / •,f r7-"=~,~ • • (0 • • • I I ~ I u~c--s-s:::i"'I ,__,~~~tsl ~· J-,---'--~. ,~--t::1 :;;;I r-----1~---'-~--_, I <;;/''t;:ef .-</?" ----·.·.· · .. .1/ · .. ·.·.·.·.·.··· ....... . . . ..... . . . .. ---......... . .. ' -.. '. -..... ---. \ \ \ \ \ \ I . ';> . / .,,1 \ \ \ \ EXJSTING I I I I I •,,/ / BLDG.A I ----+--__,,,, I I I /,j ~-.= .. = ... = .. = ... '=-.= .. = ... =._ti'\;_ •;-:-,~. ,-.-,,~--···••·---·-·•••-> ' ........... ' ........ . ~-~·-•· -e---~~-----~-~~ ,-----1---_--,, .,,,, .( / / / / L------------------------------------------------------ / . / / < _/ :_,.,.,., __ ,____ \:;' ~ --, ti I \•\f rr~-~~~~---------~-----~-------------------------------------------------V ---~~~~·-~ ------------- ·· tlMITOFWORK -------------. ----_, ,, --. ---------- ---·•'•"' --......... ' I ~-, if - LANDSCAPE MAINTENANCE RESPONSIBILITIES 1. ALL LANDSCAPED AREAS DEPICTED ON THESE PLANS SHALL BE MAINTAINED BY THE PROPERTY OWNER THROUGH A PRIVATE CONTRACT V\IITH A QUALIFIED MAINTENANCE CONTRACTOR. 2. MAINTENANCE OF EXISTING LANDSCAPE AND NEW LANDSCAPE WITHIN THE LANDSCAPE EASEMENT SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. 3. ALL EXISTING LANDSCAPE AREAS TO REMAIN THAT ARE DAMAGED BY CONSTRUCTION SHALL BE REPAIRED/REPLACE IN KIND. I i MAINTAINED BY PROPERTY OWNER 0 15 30 60 90 w LO N ~ (I) :t= ::::, Cf) :::, .c -::::, 0 Cf) I- (I) E > -.::: 0 0 (..) 00 ..s:: N "O u en (I) ~ ' (I) N "' ~ 0) (..) 0 en C><( w _c 0 r---r---C -r---(I) 0-s:I" > C> . I-w (I) ('") 0 ·-0) co 0 r--- N C 00 ('") "' LO ~ Cf) co ©201B SMITl.f CONSULT:NG A~Ci-1:TECTS Cl) 0) ~ ro (!) c:: ·-y s..... ro a... I "'C Cl) ~ >< Cl) z = ~: -= ._, """ = 0, ,_ •• , "-- .-,,: < 7::'. :3 tC ;§";; ,_,_, ~-.,,:: = "" '""' = . ... L=~~~ ~ .;:;-= & ;:;; Q) t::: 0 z -Q) 0 o~ Q) ~ en C> CUN a.. O') LO ro coU LANDSCAPE MAINTENANCE PLAN REVISION DATES li li li ISSUE DATES: PLANNING: DESIGN DEVELOPMENT: PLAN CHECK BID SET: PERMIT SET: CONSTRUCTION SET DRAV\J1NG DATE CHECKED BY: DRAWN BY: SCALE: JOB NUMBER: SHEET NUMBER 11/20/2019 RS LA SEE PLAN 19000.S01 L5.1 -------.. --------------- LUSARDI CONSTRUCTION COMPANY Construction Fencing ) ) ) EX. D EXISTING BUILDING B <FF-76.2') 11 ,, " I: II Ii I\ Ii \ ' ,~ ~' EX. 2" PVC PER li ~ 1J ! 1j ~ .-.,--,J .-..,_ !: ,-v-.J !r:f y r . i ·•·· PROP ... ~• PVC ,FIR . ' '\ • TER LAT. · . 365-6. , "' ' " ' Carlsbad Corporate Plaza Parking Structure Phasing and Logistics Plan -PRELIMINARY Phase 1 (2-3 Months) ,~~~~---~~~rr ½ ,,(,L__ _ ___J.\_()F'-------~-----=~~:::::~, ~~ ~~iiiiiiiiiii f .• ( l ~___: .... , I I Staging for project within Description Quantity Unit Construction Area Ill Proposed Public Parking During Construction 146 Count Utility Work Lusardi Superintendent and Tool Trailer 05/22/2019 I crJ ~ ... construction Entrance \ I \ __..., \ _\ ~I LUSARDI CONSTRUCTION COMPANY Carlsbad Corporate Plaza Parking Structure Phasing and Logistics Plan -PRELIMINARY Phase 2 (1 Month) Construction Fencing p Ere -.ii ~ II □ q .. 17 I □ Parking Spots to remain for tenants \ _r PVC I ••+~---'llji!"'--~.:c"::",: . . ! -~ ""'"" 4.90 4:4@.S • ,s,,C' • . ..... '~ • J •· {J<, 4(50 . • I· ~ Iii . \4.L:~:.r.,;:,,/.~~~ \, I . , . ~ ·; 8 26'-0" . 7;~-FEXS. ~I ~~¥-~FIR:-:E-:--:LA:::NE:--+·~ ~~• --.. ?J" S!7\l~r=a • I ii !i!IBI. ) • 73.60 T, .73.10 FS _9;4'.f"C :. 4:''J .. ·:•·; ' >. . PROP, RELOCATE OF, . EX. rr:·pvc··sroRM-vR~A/N;-- ·· 112.53 [F @ 0.9Q% ~vi I /EG)m I I I~ 9 yli! ·~--'--!-,-,~===-:.~-+PROP.» cqNNECT fq "°F-ITBz':::::'ITE¼·2"C"••WATER LA 1:, I U} I ii ~ ~ 75.60 FS J.{;/4.,.EX. .. ·. :i:• .. . .:.-:::.-:"" ................ ..-.. ... , .......... . ................ :-:-:-:-:-:-:,:-:-'.-:-:-:-:-:-:-:-:-:•:. :.·.·.•:,·:.·:::;.-;.·,·;::;.·. ········· .. ········---.·.-.·:.·:;-:::.·:.·:::::;: . .-:. ··•--··---··-·········-_._:.·.~ ·.·:::.·:.·: :.·:::. ·.·:: .. "."_~·-·.·:.·::.·::.· ::.·.·:.·::: ···············---•·«• :-:-:-:-:-:-:-:-:-:-:-:-:-:-::-::-:::-:-:-:-· ·· ·· · ··-·•-· ····· ···· ·.·:: :. ·.·:.·. ·::.·.·: :.·:.·::: -········· ............. . ~E· . \ .,..................... .. .... "''·· 4 .:;::;;i!A~~>••·a=--· ---=-· -+_,.'--- P AFICEL.J'W,11.i:m,," LUI' B~s-'-5-'---.sf_· ~--'-'--- ·:.--:::::::::.:::::. ' ' . ... . . ---$ .~~;;.;.;:;:... • ,, ~ ;;; ~~~·-- . -u 1 O" · Fo.oting and Shea.r ---!--Wall Work 76.5 r, 76.07 FL 2 Description Quantity Unit Staging for project within Construction Area Lusardi Superintendent and Tool Trailer 11 Proposed Public Parking During Construction 79 Count \i \ \ \ 05/22/2019 Construction Entrance j I .. I \~ l \ \ . . LUSARDI CONSTRUCTION COMPANY Construction Fencing ► 'I ' I i I I ' ► • N N ' I ! ' I ID □' I • t). _,r:a, !...J ~. ! I I ,. I .l.l ·,r,e I I ',. 1r----i-!ill:'II-·, ·~ j tl'·1 : ¼',# i I ' J ·c+l-'1 Description Quantity Unit Ill Proposed Public Parking During Construction 57 Count Carlsbad Corporate Plaza Parking Structure Phasing and Logistics Plan -PRELIMINARY Phase 3 (2-3 Months) Parking Spots to remain for tenants Construction Entrance -EX . .... \\.] -,\_ .MA 1 -" I •='""'---' -·--..If--,--► I!=-~-~~ 74.90 I_LL.::!!!!'i !LL~ :, EX. 26'-0" 74-,5/J,+$- ·~0 .1ev . . . . - PROP. REL0CATE OF • r2" .. p17C-STO,t:/Knlil?.'ATN-·. LF @. 0.90% . s," I ij TE:R j UM/TS OJ'Pz FOOT1fjQ~~· i-,...:::::___...:.t •·-······ ...... ,. ... ._ ... . . ... . ·-----. ..... . I~f?Itftt> :::t\t:t?\:::i/ '·':\/:\::::::::::::::::::/ . . . . . . RAMP UP -i',,.":C,;-·----... -. -. . ! MATcFrrxi~TING, ~eA71<wATE1if'' L tffPl'cAL 19'-0" ~n'4-ff iiiiiiiiiiiiiiiiiiil!:;..~.;.iii.il~=19='-0="~=g?~~~~E//cfrr;R;_,tL--~:+¥-- ,c.f"™' ·· t\ Crane, Install Columns, Double ·~---'--'-21==~~~~0!;~0~t:iRc~A~~ Tee's, Topping Slab, El Room, ~~ JS Sprinklers, Lights, Paint, Curb Islands Etc. (Complete Parking Structure) 75.75 FL . C) ' i fr:, ~ I ' E E E E E E I E I E I .. I I I E E = I •, l Staging for project within Construction Area Lusardi Superintendent and Tool Trailer ~(j()" ., Fl~S,1.Mj .. '76.23 1.1 · I_, 75.73 .Fi • . • . . s • ; ·24'c13" . / ' /'.i . . ' . . . 15.04 f 76;98 76.48 05/22/2019 ' IL 1; ( C 'J;i/ z I !Ir J~ l\',O ---------------____ ,, __ ----------- LUSARDI CONSTRUCTION COMPANY E) EXISTING B Lf) G~-Sj 1 ! : I '···•··-··---- EXISTING LANDSCAPE"'C"-~ OUTSIDE OF LIMIT OF WORK TO REMAIN PROTECTED IN PLACE, TYPICAL 'b,f.i: / Ii ...... , ~ ,, .• / ""'1 .. ;-----,•111 .. I I I t i ·' \ Carlsbad Corporate Plaza Parking Structure Phasing and Logistics Plan -PRELIMINARY Phase 4 (1 Month) ·-· --~"' ..--, ,_ •*'~- ., ""'/ BLDG.A \ \ , ',v ·~ ' ~ \ / ... \._~ \ '/ > .. : '\; d>\. ' / \ / ' ', \ 'l I I I I I I , !-.. /,/ . ! I , ,.,/ ~----...1_,, .. / .•' iD'\ ••"''"·"'•:",,;\ \ i :•,'· ' ' .. ._._ ' illl,,;::,------'h • '·, 1;;;;;-..:.:.: __ --- A / \ .. )( ·. . s1bREb-EN~10~ sAk1N PER CIVIL PLANS-- EXISTING STORM DRAIN llNp ! • r\.\ K; I I I, I i I ·""""'j '"' ··, i ' ,. . ~. ~ , . . , . ' 0 / -~~. -. 1B ! ( Ri.• "71 ' ·-·-••,.; Remove construction fencing, facilities, give structure and full lot back to client. Complete Landscaping/Planting, miscellaneous site finishes throughout site, working around tenant parking, coning oft .. as needed. ', >..~-· \ ' ! r ' J i I ! R sue. 05/22/2019 ) ! ' i L (