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HomeMy WebLinkAboutX2022-0461 - Alternative Material & Methodsx ao a� �oW6� CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658 www.newportbeachca.gov 1(949) 644.3200 DOCUMENTATION OF UNREASONABLE HARDSHIP — $357.00 ❑ FINDING OF UNREASONABLE HARDSHIP FOR PROJECTS UNDER CASE NO.: $186,172* CBC 11B-202.4 - EXCEPTION: 8 (FILL OUT PAGES 1 & 2) // Z022- Dq ! ❑ FINDING OF UNREASONABLE HARDSHIP FOR PROJECTS OVER $188,172*CBC 116-202.4 - EXCEPTION: 8 (FILL OUT PAGES 1 & 2) OJE MUST BE ACCOMPANIED WITH RATIFICATION APPLICATION PR CT INFORMATION: ❑ FINDING OF TECHNICAL INFEASIBILITY FOR PROJECTS PER P/C' #. O`er'- 2022- CBC 118-202.3 - EXCEPTION: 2 (FILL OUT PAGESI, 2 & 3) Permit#: X 2022-04(e ) A. JOBADDRESS: SUITE NO. (�- B. PROPERTY OWNER: MAr44--W Address. cZ5j;71 (ZVIL�g City (-7-- mseu, State: i�& Zip: 9dto(o0 Phone No. a13- 37q— 034. C. APPLICANT: (IZ Position/Relationship: Address: ,aa15 & NV,*Vp-!- L44�, t1_ City COr A MIS. State 14 ZIP g;AoVo Phone No.: " "al-- jNa LX ;ate Use: OT" G'i= Stories: 2 Verified by: OEjA- Receipt #: DISTRIBUTION: ❑ Owner ❑ Petitioner ❑ P/C Eng ❑ Inspector ❑ Other An unreasonable hardship exists where the cost of providing an accessible entrance, path of travel, sanitary facilities, public phones, drinking fountains, etc. exceeds 20% of the cost of project without these features. The actual work of the project must comply with current code and an additional amount equal to at least 20% of the cost of the project must be spent to improve required accessibility features that are not in compliance with current code. In choosing which accessible elements to provide, priority should be given to those elements that will provide the greatest access, in the following order: 1) An accessible primary entrance; 2) An accessible route to the altered area; 3) At least one accessible restroom for each sex; 4) Accessible public telephones (when provided); 5) Accessible drinking fountains (when provided); 6) When possible, additional accessible elements such as additional parking, storage and alarms. To request an unreasonable hardship, complete the attached worksheet, and prepare a site and floor plan of the existing and proposed accessibility improvements. This information must be submitted to the Building Division in duplicate, prior to processing a permit application. One copy of the approval or denial will be returned to the applicant. For projects exceeding the valuation threshold of $186,172, a hardship approval can only be obtained through a ratification application and hardship application. * The $186,172 is based on $50,000 in 1981 dollars as of January 1, 2022. ** Ratification form can be obtained at: httPs://www.neWPOrtbeachca.Qov/ratificationform FonslHardship 01/252022 Address: c%225751 I no N iL _ i �f L�i9, &' PIC #: 04LIM � 1. Total Cost of Construction contemplated (not including disabled access work) $ Identify the accessibility features, which will NOT be brought into compliance if the request is granted. Provide an estimate of the cost of compliance for each item. ❑ Path of travel to entrance (ramps, walks) ............................................ $ M Path of travel to altered area(s)............................................................... $ 302,268.00 O Sanitary facilities (restrooms)................................................................. $ ❑ Parking .......................................................................................... $ ❑ Drinking fountain(s)................................................................................ $ QAccessible phone(s) ............................................................................... $ ❑ Accessible signage................................................................................. $ ❑ Other....................................................................................................... $ Total cost of providing compliance:..... $ 302,268.00 Identify the accessibility features and equivalent facilities, which will be provided or brought into compliance as required by Code. Provide an estimate of the cost of each item. a. Remove existing concrete curbs/sidewalk paving/truncated domes & asphalt paving $ 3,831 b. Pour and install concrete curb, sidewalk paving and install new truncated domes. $ 9,280 c, Patch asphalt $ 1,998 d New striping and signage $ 943 e. $ f. $ Total: $ 16,052 2. Technically infeasibility - if applicable complete Paste 3 of this application 3. Fill out this section if the path of travel from the disabled parking spaces to the tenant space is not accessible. List projects (tenant improvements, additions, remodels, etc.) performed within previous three years where no disabled access improvement was performed in conjunction with the project. State description, date, and cost. No 2MLr—=VA4'Tr T:�r— c12 Ti--kx�-� S S The applicant understands that although the City may approve this request of unreasonable hardship and the proposed equivalent access, the City reserves the right to require additional access compliance upon receiving a complaint of inadequate access at this location. 4. 6. FOR CITY USE ONLY ❑ Denied By:� Dig- 0 3— Za 2'L ForrhakHardshlp 01/25/2022 2 Address: 6b G' \ 1�.. (� AA i TECHNICALLY INFEASIBLE. An alteration of a building or a facility that has little likelihood of being accomplished because the existing structural conditions require the removal or alteration of a load -bearing member that is an essential part of the structural frame, or because constraints prohibit modification or addition of elements, spaces or featuother existing physical or site res which are in full and strict compliance with the minimum requirements for new construction and which are necessary to provide accessibility. Describe wh the nature of accessibilit is technicall infeasible: The path of travel from public side walk to address 20351 Irvine Ave, building "C", suite C-5 is technically infeasible. Slopes are non -compliant from public sidewalk up towards the drive aisle. Existing height difference from public sidewalk to drive aisle alone is +4'-5". There is no existing ramp and no existing bus stop nearby. Also, no existing walkway/ P.O.T. from public sidewalk between buildings within parking lot leading to Building "C". Building "C" is located far back of the parking lot is approximate 20' higher than the public sidewalk and 5,000 linear feet distance. Main drive aisle is the only point of entry to the commercial complex and can be accessed by vehicle, only. Describe how eauivalent facilitation will be orovided No equivalent facilitation can be provided for public right of way feature. Existing ramp and accessible parking are being made to comply at best per hardship variance budget. FortnslHardship 0112WO22 DATE: 3/29/22 PROJECT: Path Of Travel Budget Pricing 20351 Irvine Ave. C-5 Newport Beach, CA 92660 G7- ESTIMATE: #1 Budget AREA SF: 0 SQ. FT. CODE DESCRIPTION TOTALS 02050 DEMOLITION $ 8,500 02055 HARD DEMOLITION $ 3 02580 CURB & GUTTER 5 02900 LANDSCAPE & IRRIGATION $ 18,39,00 75.00 03300 CONCRETE $ 00 04220 ASPHALT $ 85,000 85,765 05500 STRUCTURAL STEEL / MISC METAL $ 29350 06100 ROUGH CARPENTRY & FORM $ 4,500 06200 BARRICADE $ 5,790 07200 GRADING $ 2,500 07600 PROTECTION $ 8,500 07700 STRIPING $ 3,500 08200 TRAFFIC CONTROL $ $ 4,500 1,500 08330 SIGNAGE $ 2,500 SUBTOTAL $ 248,780 General Conditions $ 37,317 Liability Insurance ,732 $ 3 Overhead & Fee @ 5% $ 1,43 GRAND TOTAL $ 302,268 �ElP. 2970 Myers Sheet Riu rslde,CA92503 Phone: �SSIj 273-1931 - Fax., g951p352.0339 License CA 674525 TheBedrockCoxom DATE: 5/26/2022 To: CT CONSTRUCTION ATTEN: CRAIG TOKARSKI ACKNOWLEDGED BID DOCUMENTS: Plans Dated: ALTERNATE SKETCH / JOBWALK 5/15 Soils / Geo report: None RFI's: None PROJECT ESTIMATOR Steven Girard Cell: (951) 310-3500 SteveGirard@thebedrockco.corn JOB: THE JETTY CELTIS ADDRESS: 20351 IRVINE AVE. CITY: NEWPORT BEACH 1. Saw cut and remove from site, Concrete at V or less, Asphalt at 4" or less as listed below. 2. Not responsible for damage to existing under slab barrier/ unmarked utilities while removing paving. 3. Dimensions listed below are per plan only. Any additional scope do to on site conditions / geld verification and layout by GC's electrical or plumber sub will result in change order request. 4. Excludes any inspections fees, permits, traffic control, lane closure / encroachment permits or fees, subgrade work of any kind, dirt removal if left by other trades, trench plates, trench covers, concrete /CMU sonar /GPR/X--ray, post tension work, weekend work, wall/roof penetration or cores for utilities or mechanical ducts, footing chipping orremoval if required, shoring, temp fencing, construction barriers, phasing, Union, prevailing wages, or anything not listed Scope Remove 0-6" concrete curb Remove concrete sidewalk paving / ramp / truncated domes Remove asphalt paving Scope For Demolition to be done on Saturday rates Qnty Unit Cost Line item total 5 LF $77.00 $391 76 SF $31.50 $2,397 37 SF $27.85 $1,043 Qntv Unit Cost Line item total 1 LS $1,575.00 $1,575 Page 1 of 4 CONCRETE - EXTEFtI0�,��, 1. Excavate and remove from site, footing spoils as listed below. 2. Grade for new concrete improvments as listed below. 3. Place rebar dowels and rebar reinforcement as listed below. 4. Form, place, and finish Natural grey concrete as listed below. 5. Dimensions listed below are per plan only. Any additional scope do to on site conditions / field verification and layout by GC s electrical or plumber sub will result in change order request. 6. EXCLUDES ANY inspection fees, deputy inspection or fees, concrete cylinder testing or fees, soils compaction testing or fees, sand /base or any other Hit material, permits, traffic control, lane closure / encroachment permits or fees, subgrade work of any kind, excavation /backHll/compaction at utility trenching, dirt removal If left by other trades, trench plates, trench covers, grading, subgrade scarification or over X if subgrade is found to be unacceptable, vapor/ methane barrier repair, post tension work, weekend -work, off hours work, concrete polishing / sealer/ stain / epoxy coatings, patchwork /skim coating if required at existing to remain areas, waterproofing, paint phasing, Union, Prevalling wages, or anything notlisted. Scope Qntv Unit Cost Line item total 0-6" Nat grey concrete curb 6 LF $255.63 $1,565 18" wide 6"- 12" tall Nat grey concrete curb 19 LF $177.00 $3,427 4" thick net. gray concrete paving w/ light broom finish w/ #4 @ 12" OC O/ 4" class II agg base 33 LF of "Includes 12 x 12" thickened edge at ramp paving 53 SF $60.18 $3,197 thickened edges Truncated domes (surface -applied mat) 26 SF $41.91 $1,092 Scope For concrete placement to be done off hours or weekends Qntv Unit Cost Line item total 1 LS $4,595.00 $4,595 Page 2 of 4 FAS-PHALT 1. Pave 4" Hot asphalt, roll and compact over compacted native 2. EXCLUDES ANY inspection fees, permits, Slurry seat, striping rework caused from demo activities, or anything not listed Scope 12" wide full depth asphalt patch Qntv Unit Cost Line item total 33 LF $61.00 $1,998 1. Provide exterior striping and signage items as listed below 2. EXCLUDES ANY inspection fees, permits, Stony seal, or anything not listed Scope Qntv Unit Cost Line item total Striping inclusive of the following 1 LS $943.00 $943 New crosshatch stall striping 151 SF Page 3 of 4 %lee ea !EXCLUSIONS: Permits, deputy inspections or fees, concrete cylinder sample testing or fees, soils compaction testing or fees, lane closure / encroachment permits or fees, traffic control, erosion control, temp fencing / construction barriers, shoring work, soft demolition, trench plates, boarding up new floor or wall openings, wall / roof / deck penetrations or core if required for new MEP scope / shafts, excavation / backfill / compaction or dirt removal related to utility work, radar / sonar / GPR / X-Ray of any kind, site survey, design build / engineering, subgrade scarification / over-X if required, storm drain / underground, concrete polishing / sealer / epoxy coatings, concrete spall, crack repair or skim coating / leveling if required at existing to remain areas, waterproofing's, sleeves for doweling into hollow or non -grouted masonry, vapor barrier repair, methane barrier work of any kind, post tension work, weekend work, off hours work, union work, prevailing wages, or anything not listed. Notes: This bid is limited to the work listed above. Engineering, testing, bonds and inspections by others unless stated above. Water to be furnished by others. Grade to be at +/.0.10" compacted with proper moisture content. Bid excludes the following, Asphalt slot patch, Scarification or recompaction of sub -grade, traffic control, caulking, joint seal, weed kill, concrete additives, backfill, clearing, grading, or anything else not listed above. Concrete or Asphalt placed on native soil, unless otherwise noted in this bid. The Bedrock Company will not be responsible for any damage to any underground utilities, water lines or any other un marked items while excavating, scheduling conflicts or delay as a result of material shortages including power, cracks in concrete*, removal of hazardous waste, disconnection, removal or repair of any utilities or irrigation lines. Work area must be clear and accessible. This bid is based on 1 move in, a cost TBD will be added for each additional move unless specified above Respectfully, Steven Girard Senior Project Manager/Estimator The above prices, specifications and conditions are hereby accepted. You are authorized to do the work specified. Payment will be made no later than 30 days after the completion of this work Signature Date: Page 4 of 4 Building �2,0).71 Irvine Ave. L n �le Building 'B' 20361 Irvine Ave. LATH OF TRAVEL FROM PUI SIDEWALK TO BUILDING 'C' 463 LINEAR FEET. - -- BLE RIGHT '--- ------- --- ---- -- --------- WAY WIS NON -COLIC HIS 0 C NDDECOMPLAINT. THIS a Building 15 CONSIDERED TECHNICAL 6 - INFEASIBLE. - - at Newport Beach Irvine Ave. 20321-20371 Irvine Avenue - Newport Beach, CA 92660 El KEYNOTES BELOW IS WORK TO MATS ACCESSIBLE PATH OFTFAVEL FROM PUSDC PoGW OF WAY. THIS IS NOT PART OFTHE SCOPE OF WORK KEYNOTES EFUTNNAN,ALY IXCO ALE USE Qr E%6TING INC MP LE .S ONLY ES THIS LEE POINT OF EMR! FROM PUBLIC SICEW4R. IXISTXL SLOPES A9E SLOPES M6 SLEET. [] MIAIXL WOAXING SIOWCE IS EXISRNG TO F.H. O ....TO ip/ill NEW TRUNCATED DO.. FULL MEN OF ZERO CURB VNTSHOU SEE IGGTOUS M0 ST. SEE [] C AD AOD DWANAL STRIPES MR PATH OF TR\YTL SLOPE NOT TO CLOSED 4,9% IN DIRECT. OF TRAYEL AND NTF. SR CRUSES SLOFE. © CC. TO REMOVES A D MODIry EXTETING IFNOSC IXO ADREACH SYSTEM FOR RM PATH OF HLOOLL C.C. TO OUR NEW CONCRETE PE AW4Y AT 4-0' MOM MIN. SLOPE NiE 49% AND OR CROSS SLOPE ® OC. TO MOM WNH DUE -ME EXISOXL N4L BO%, GC. TO MOM 'HOT OUE-OWE EXISTNG TDON ENCLOSURE. G.E. TO INSTAL BASUTO MLCMEU M4L BO%, FAR NFX CONCRETE PLATFORM FOR MNL BOX, SEE EM FOR HER LOLATOA,. 4N." .NO VNDSCAPING AXO IROCAM, BYSTEM FOR NEW LCGNC. 0 L.C. TO INSTAL FEELING RELOCATED MUSH ENCLOSURE. MONEY ENDING W1URMING AID IRRIOMON SSTEM TO POUR NEW CONCRETE PLATFORM OHO AN SLOPE FOR UNIFORM LOOK. ® GC. TO INSTALL NOR NO. FAVP MTH HWDWALS. CO, TO NOT E%CEEO ElSX IN DIRECTION OF 1.1 AD NT.E = MR CROSS SLOPE, DECHNILIl IXFEASIBILM, SLOPE C TOO STF£P), © PO.T. FROM ACCESSIBLE PACTO ETAL TO AM EMPANCE IS EXISTING TO REMNIF CONTRACTOR iO VERIFY SITE CONDITIONS .� PRIOR TO PRONG CONTRACTOR SHALL BE RESPONSIBLE FOR VERIhING ALL E%ISTING FIELp CONpITIONE. CONTRALTOR WILL NOTIFY 1/811_)'_0 HATTOX DESIGN CROUP LLC IMMEp1ATELY AS TO ANY G B G NORTH WORKINGp DTUWINGSEEN FIELp CONp1TI0N5 ANO Building V 20331 Irvine Ave. 20351 Irvine Ave. Building 1 'D' 20341 Irvine A V 0 Ott Q U W 2 Q W m ZF 0 LCI) -a Lu J M RE ''.. 1=—ONZ WETTING SITE PLAN ST-1 KEYNOTES EN 1 BLOCK WALL e - ACCESM SIBLE ..IN. MO, AND AIGUESSLE ASRE IS IXlmlp TO,'REAR. � 0 IXISTNC SFNIOARD STALLS ARE IXIEIIXC TO ggWN. c 9'e C C. TO REAGVFW IXImNC WAR WXX WNEEIGUIDER AND TRUNGOEO FOR N,3-0 E) Iµ ( E) LM APE mev �J 0 IXIEIIXC pLCE551S1£ PMXMG SIGIUGE. ACCESSIBLE PARKING SMLL, AANALIF01£ PARKING ARE AND IXImNC WNEXSNP IS EXISTING 10 --------- a •r W s � I _ REANN. �.. elec ,P :- � oFpe a A.. 3 0 'USEAK Pulcr p.uureuu an<u rorp �ro LEGGED C C I D C CROUGGGFBIERpNGE, 1e oG Es a A t a 0 0 C 5 m p 0 q e LANDECAPE �u 0 0 © a o a o © o o a © o ® xXING PAY XG ® I gYtld S S ENLARGED DEMOLISH PLAN � En KEYNOTER Mi IXISIIN0 ACC6EI6LE PARKING WIACCEMIBIE AS ANO LASTING WHEIGU UIDES IS IXISTXC iC PENAN. SEE FLW FOR ..NO 1 BIGLK WALL ' U LOGTOXm © EXISTING WARS. IS FRENIG l PEACE. - a () CGUI BHEE. SNP IS FMIEIWG i0 PEACH. - - w1IGSWE LA oSGPE W W 0 EISIIXG POIE MCUXrtO SIEWLE A IXISTNG )0 gEMVN. $� yLr © EXI MCESSIBIE STALL EMB OL IS IXEIINp I70 PENCN. ---_--- > ix 0 ENImNG PARKING STALLS AGE EXISTING l ,EAA% m... r co — 0 O.C. TO POUR NEW CONCRETE CURBS MR RAMP SEPARAMN FLEA elec s ' a ~ STALLS. GC. )0 POUR NEW 12- PRIDE CURB ON NGHI SIDE AND 0' WIDE CURB ON LEFT. POUND ENO AT END OF CURBS. OIARGEN OF RWP In W Lu C: N.L.E 0. % SLOPE IN DIRECTOR OF FRAVFL AND N.i.E = CRON SLOPE MP OF CURBS i0 BE FLESHED WON EA ECTNO CURB AT RAAJI. SEE = W W U (V Z DR 012/EI MR CURB AMP. 0 O.C. M PCNI CURBS BLUE A °O PREWOE AUG 115fALL LEVEL BOTTOM LAUDING N.i.E. 2S IN ALLAREA OIRECM I.OFP ® O.C. M VFAIFY VAN PARKING SIGNAGE SEE MOUNIING REOUIRENWIE ON .-S. OCTAL 'I S, pc IXISTXC PLCESSIBLE ENINNCE IS MR AND NOT EKCEEOINC'LS IN NL C. TO PRI AND IXSTALL NEW ACCESSIBIE SIGXApE AT DRORTENNIRIG NO, E DR., "D ST_ ® SAR ING PVNTEA IS EARDI ToGQNIX. 1 O GERM IAA IMEWO" GBX9NOp EACEF G ACEEAUUUE VAY STALLL ACCESSIBLE PARKING AISI{ WHEEL41pP. 1L BEAM m© AND AND PARKING SYMBOL IS SEIZURE TO R6WN. B C.C. M IISIALL NEW ThLNGTEO DOME. SEE /20/S!-3. A. B _5 a N M Xr . of m P F K uvEL p, NYM0 I. OEMOMON RI FIR.RGU ' CONCREIE CURES, COUP. FANHG/ R4MP. a I SWOVSRXC gISTNC MEN E PARRWE STALL, PARKING ARE AND PMWF ADP EICN FORTAND PROA IXISRNO LOGTON. © rn ! LWO E 3 ROUND TO CUT AND FILL MPROXINAfLY 519 EF OF SOIL AND EXPORT UP i0 ) FOR NEW UG TNCKXESS AND BASE COURSES. 0 ® 0 0 O F B ® m +C' � 0 0 0 ELP / q o IID 0 0 o Gi I 3. Do TO SANDBLAST ANG PE-SUUPE NEW IGG)0N MR NEW MCESGIRS PARKINGAND PARKING STALL 0 VAR n a Z1" 1. C.C. TO LEYEL 0.5PHILi AT A. RANKING LOGINX. 'YHl l AD AgKI PAMIPIO •_ � d s 5. GC, TO CUT INN EXEST G WALKPAY 3'-0' IBM CURB FOR NEW ACCESSIBLE PARKING k DIN _ 4 MIp�• LE AGO AMESPOE MIXING STALL LOCATION AUGAND IXECNFO E US'-O' R PARKING p'-D' 8 a' CEPTX. LED16'-1' z U CONCRETE WORK M MEL NEW CURB FOR UNIFORM LOOK. NEW RAVp WON 8' CURB IND 12' CURB AT NEW gE1MA1ED AREALS. G.C. M INI AND PRINCE NEW TPUNGRD DOMES, IT). I 9. PgGNOE IND INSTALL NEW ACCESSIBLE VAX 91C1UCf AND POST, 10, PRG/IOE ANC INSTALL NEW WHEELSICP AT NW MEAFDN. g 1 W LU U 11. STRIDE KIM STANOND STNL SWIPING AS SECURED. U BBINOG 8 2p1-'S,E, (55. d£a ENISARRGEMEl 2 11 ENLARGED UPGRADED PLAN ST-2 EB BEDROOM-3 12 1 HOUR RATED DECK DETAIL - PROPOSED DECK GAURDRAIL 42"H TO BE SEAMLESS 1/2" THK. TEMPERED GLASS W/ CONTINUOUS BASE TRACK. ABLE TO WITHSTAND A MINIMUM OF 200lb. LATERAL FORCE. CRL GRS DRY GLAZE SYSTEM ICC ESR-3842, SIDE MOUNT OR TOP MOUNT WATERPROOF SURFACING W/DEX-O-TEXT (ESR-1757), 5/8" EXTERIOR GRADE PLYWOOD 2X10 FJ , 16 OC PER STRUCTURAL 7/8" STUCCO OVER METAL LATH LEVEL 1 100' - 0" STUCCO DRIP EDGE BEAM PER STRUCTURAL EXTERIOR COVERED AREA DECK SECTION -MOD 1/4" = 1'-0" LEVEL 1 100' - 0" ACE DESIGN & BUILD 05/16/22 38 CORAL REEF As indicated 1 HOUR DECK ASSEMBLY Al —02 ACE DESIGN & BUILD 1 05/1 6/22 138 CORAL REEF 1 3/1 6" = l'-0" I LOWER LEVEL PLAN I Al -01