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HomeMy WebLinkAbout20200312_Plans_ApprovedDEFERRED SUBMITTAL FOR: FIRE SPRINKLER PLANS NEW CONSTRUCTION > 5,000 STRUCTURE SHALL BE SPRINKLE. OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN REVIEW. . ATTIC AREA: AT 3RD FLOOR: 384 SQ. FT .. REQUIRED VENTILATION: 1/150 OF NEW ATTIC. AREA 368 SQ. IN. MIN. PROVIDED VENTILATION: 4 VENTS TOTALING: AT 2ND FLOOR: 370 SQ. IN. 608 SQ. FT. REQUIRED VENTILATION: 1/150 OF NEW ATTIC AREA 1167 SQ. IN. MIN. PROVIDED VENTILATION: 14 VENTS TOTALING: 1246 SQ. IN. 50% OF THE REQUIRED VENTILATION AREA MUST BE @ LEAST 3FT ABOVE EAVE OR CORNICE VENTS W/ THE BALANCE PROVIDED BY EAVE OR CORNICE VENTS OPENINGS SHALL HAVE CORROSION-RESISTANT WIRE MESH OR OTHER APPROVED MATERIAL WITH 1/8" MINIMUM AND 1/ 4 n .MAXIMUM OPENING. NOTES 1. THIS PROJECT SHALL COMPLY WITH THE 2007 CALIFORNIA STANDARDS CODE (2007 CBC, CMC, CPC &. 2007 CEC), .AND LOCAL ORDINANCES. 2. FOR NEW CONSTRUCTION FENCING MUST BE PROVIDED. FENCE HEIGHT TO BE BETWEEN 72" AND 84" HIGH. ·3. CONTRACTOR TO VERIFY THE DIMENSIONS PRIOR TO START OF THE CONSTRUCTION. 4. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED BY THE PRIVATE WORK, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY /STREET PAVEMENT WILL BE REQUIRED AND 100% PAID BY THE OWNER. SAID QETERMINATION & EXTEND OF THE REPAIR WORK SHALL BE MADE. AT THE DISCRETION OF THE. PUBLIC WORKS INSPECTOR. 5. AN APPROVED ENCROACHMENT PERMIT IS. REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY. 6. IF SUBJECT PROPERTY IS IN A LOW-LYING AREA, THE FINISHED FLOOR OF THE COMMERCIAL SUITE(S) CANNOT BE LOWER THAN 8.67 (PER NAVD88 DATUM). THE HEIGHT WILL BE MEASURE FROM 8.67 EXCEPT FOR THE PORTION OVER NON-COMMERCIAL SUITE AREA SUCH AS, BUT NOT LIMITED TO, GARAGE, OPEN SPACE, CARPORTS. EXTERIOR STRUCTURES, ETC. THE HEIGHT OF THESE ARE MEASURED FROM NATURAL GRADE. . 7. NATURAL GRADE IS 3 INCHES BELOW A FINISHED SURFACE POINT AT CONCRETE AND 4 INCHES BELOW A FINISHED SURFACE POINT AT STONE OR TILE. 8. ELECTRICAL SERVICE . TO BE UNDERGROUND FOR NEW CONSTRUCTION OR ADDITIONS > 50% NBMC 15.32.015 9. SEPARATE UTILITIES FOR EACH UNIT MUST BE PROVIDED. 10. EACH UNIT OF THE PROPOSED DUPLEX REQUIRES AN. INDIVIDUAL WATER SERVICE/METER TO BE CONSTRUCTED PER. CITY STANDARD #502-L. 11. EACH UNIT OF THE PROPOSED DUPLEX REQUIRES AN INDIVIDUAL SEWER LATERAL & CLEANOUT TO BE CONSTRUCTED PER CITY STANDARD #406-L ' 12. EXISTING DRIVEWAY APPROACH ON W. BALBOA BLVD FRONTAGE NEED TO BE ABANDONED AND REPLACED WITH NEW CURB, GUTTER AND SIDEWALK PER CITY STANDARD #165-L. 13. POOL, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. 14. EDISON COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION. VICINITY MAP N.T.S. DUPLEX FOR: 945 W. BALBOA BLVD, NEWPORT BEACH, CA 92663 S ACK (:I> r:·+·<, -t-' :t 1i ··T· u\ c:>i:· ~:. <:<L 16" OVERHAN ,--_J <l ~f j . ·I · :. J:,:,:1 i .I.. 14·-o· ; :1·:. srn!ACK ·.x. ~ .. I:::. ::j:/~@ >F<:.1a· -'·('.: OVERHANG _J· ·l :tl . },l~ <] :r.: I-.. T·1 . .I .. l .:]\j ':C-'· <] ti . .I. ·1 <-!·.< ·:j'.·:. .·.!. ... <]-:[_;@ ~:,c··.1 l!=;.======='l=======s;==li -y 1·. :1 - I (::·,·· ·1::i 1:::· ·····················-····d1:11-PROPERr.:uNE··· ;····---~------ (£} SIDEWALK · PARKING AREA BAI.BOA BL VD. SITE PLAN SCALE: 1/8"=1'-0" WAU. ---OVERHANG ----PROPERTY LINE ,.,!::""-: ==''""' ='"' SET BACK AREA CLIENT WOODWORTH RESIDENCE 945 W. BALBOA BLVD .. NEWPORT BEACH, CA 92663 LEGAL DESCRIPTION: TR: 234 LOT: 13 & PORTION OF 14 BLK: 9 PARCEL ff: CONSTRUCTION TYFiE: VB -. SPR OCCUPANCY GROUP: R-3/U APPLICATION CODE: (2007 CBC 106.3.3) ALL WORK SHALL CONFORM TO: 2007 CALIFORNIA BUILDING CODE/CMC/2007 CEC/CPC/ 2005 TITLE 24 ENERGY .STANDARDS AND· CITY OF NEWPORT BEACH, CALIFORNIA. PROPOSED NEW AREA:· UNIT 945 UNIT 947 PROPOSED 1 ST FLOOR 1,370 SQ. FT. 1,370 SQ. FT. PROPOSED 2ND FLOOR 1,653 SQ. FT. 1,653 SQ. FT. TOTAL PROPOSED LIVIABLE SPACE 3,023 SQ. FT. 3,023 SQ. FT. PROPOSED GARAGE: PROPOSED GARAGE T.OTAL PROPOSED PROPOSED DECK: 2ND FLOOR DECK -----RooF-DEcK--- D' TOTAL PROPOSED PROPOSED PATIO PROPOSED AT ROOF DECK PROPOSED ATTIC PROPOSED ROOF DECK LOT COVERAGE LOT SIZE LOT COVERAGE UNIT A LOT COVERAGE UNIT B TOTAL LOT COVERAGE OPEN LOT AREA % LOT COVERAGE SHEET SCHEDULE: A-1 SITE PLAN T-1 TOPOGRAPHIC SURVEY 288 SQ. FT. 288 SQ. FT. 288 SQ. FT. 288 SQ. FT. 43 SQ. FT. 43 SQ. ff ___ _ ~~-930.0 SQ. FT. 935.5 SQ. FT. 978.5 SQ. FT. 978.5 SQ. FT. 72 SQ. FT . 427 SQ. FT. 4,828 SQ. FT. 1,658 SQ. FT. 1,658 SQ. FT. 3,316 SQ. FT. 1,512 SQ. FT. 68 % 72 SQ. FT. 427 SQ. FT. G-1 GRADING & DRAINAGE PLAN G~2 GRADING & DRAINAGE DETAILS A-2 1 ST FLOOR PROPOSED A-3 2ND FLOOR PROPOSED A-4 3RD FLOOR DECK .:.: z Lu ::::; u ,.:,,: ~;~~: .. ; -, "-i; •'·\.,":of-.~~.~"' QC a I.< •. I-u ~ 0 a,: Q.. Cl w Cf) 0 0.. 0 a,: a.. l--u uJ 'l 0 0 Cl > ti( _J t Cl-rO ~ ( I 0 I-ll {j _J f-~ { ti:'. 0 0 ill > (L 3 If\ D ..;-Ill 0-., .Z 0 0 > BY RE\IIS!OMS A-5 ELEVATIONS A-6 ELEVATIONS & SECTION A-A No, DATE BUllDING. PLANNING § 1 02-26-09 IT P. WOIU<S. GRAD'NG 2 03-09-09 IT ~~l~~!/~~ljg . A-7 SECTION 8-B & SECTION C-C A-8 ARCH. DETAILS S-1 FOUNDATION PLAN S-2· FLOOR FRAMING PLAN S-3 FLOOR & ROOF FRAMING PLAN S-4 . ROOF FRAMING PLAN SD-1 · STRUCTURAi DETAILS SD-2. STRUCTURAi DETAILS SD-3 STRUCTURAi DETAILS GN~1 GENERAL NOTES R-1 REPORTS & FORMS T-24 CERTIFICATE & CHECK LIST 3 04-05-09 IT BlJIUllNG, PLANNING ~ SH~HTI£ f SITE PLAN SHEET NO. A-. 1 PA2020-004 for cc2020-001 I co2020-003 I MD2020-001 / NP2020-001 945 and 947 West Balboa Boulevard Belt Capital Properties, LLC 2. ~-.e . t ZONING ADMINISTRATOR 03/12/2020 - APPROVED PROJECT PLANS (10 PAGES) WALL LEGEND i2 d ?2 2 2 2 2 2 22 2 d EXISTING WALL NEW WALL NEW 6' WALL NEW PONY WALL REMOVE WALL FLOOR ABOVE FLOOR BELOW ELECTRICAL LEGEND GF\fh GROUND FAULT INTERRUPT AFOdi> ARC-FAULT CIRCUIT INTERRUPTER dh OUTLET $ SWITCH o $ DIMMER o.sij; OCCUPANCY SENSOR f'llL (DUCT) FAN & FLUORESCENT V(l1" SEE A-4 NOTE # 16) · -<t)-FLUORESCENT ◊LIGHTS 0 SMOKE DETECTOR 20·-1 1/2" --ELEC. OUTLET BOXES IN OPPOSITE FACES OF SEPARATION WALLS SHALL BE SEPARATED HORIZONTALLY BY 24". --r;}K Rts~~~~ irn~~~S Aii i\Jiftf~~TH ~H·6'1J~l~~N~~~~tL 6~~ri,N1UuLt?~~-(TV, INSTALLED IN BOXES ACCORDINGLY. 11'-11· 5'-3 1 2" 90'-3 1/2" __ PROPERTY ~E ____ _ I I I 1 I I . _,...,,....---------,,{ 1' FAMILY~~?-_',"Q- ,,/ I "'-\ ~' FAMILY ~~f~. ''----_____ _..,;---... I . ---1----------------;--------- 20'-1 1/2" 11'-11" I ~ I 2·-2,1<-1-/4-.+-----------------~1<----'---'---'-------i---.-,z/-r -£--,-s-,1, ~ 90'-3 1/2" PROPOSED 1 ST FLOOR PLAN 12'-9 1/2" 15'-9" 6'-6 1/2" 12'-9 1/2" SCALE: 1/4" 1'-0" <D I i--- <D I i--- 10·-o· SETBACK 1'-1 ~ 0 I a, l"1 tO ,-... at;;, N <C w tO > N .J > O'l V'i <C <C ci. z 0 ,-... 0 N <C I-~ tO 0:: (f) N z w w O'l F .J :a; IJ) .J 12: :::, <C :r: L,_ I-u 0 V, N 0 0 0 N f-u I! lffi a. I~ r w 1 Ci j 0 > tl .J r rQ fl-u <( j tr: r 0 0 f-rQ il LL. X .J f-~ ~ a.. <( rt:: :::, 0 Cl rQ 0 ;;:: Cl.. w ~ z ~ Cl l/\ w 0 ~ uJ .,:.: . Ul . 0\ 0 z z a.. w 0 0 :::i 0::: u n. 0 5 No. DAlE BY R~SIONS BUILDING, PLANNING 1 02-26-09 IT P. WORKS, GRADING 2 03-09-09 IT BUILDING, PLANNING P. WORKS, GRADING 3 04-05-09 IT BUILDING, PLANNING SHEET llllE: 1ST FLOOR PLAN SHEET NO. A-2 DRAW BY: IT. SCALE : 1/4"='1-0" ZONING ADMINISTRATOR 03/12/2020 - APPROVED PROJECT PLANS (10 PAGES) ': 0 I b, I") WALL LEGEND 12 22 u 2,222 u za © EXISTING WALL NEW WALL NEW 6' WALL NEW PONY WALL REMOVE WALL FLOOR ABOVE FLOOR BELOW 12·-10· 5'-9" 12·-10· ELECTRICAL LEGEND G"ijj, GROUND FAULT INTERRUPT AFC\lh ARC-FAULT CIRCUIT INTERRUPTER dh OUTLET $ SWITCH D $ DIMMER o.s.$ OCCUPANCY SENSOR A (DUCT) FAN & FLUORESCENT ..,._,,,,. SEE A-4 NOTE # 16) -¢}-FLUORESCENT ◊LIGHTS 0 SMOKE DETECTOR 5'-3 1/2" 2'-3 1/2" --ELEC. OUTLET BOXES IN OPPOSITE FACES OF SEPARATION WALLS SHALL BE SEPARATED HORIZONTALLY BY 24". --BACK & SIDES OF BOXES TO BE SEALED WITH 1£8" RESILIENT SEALANT AND BACKED WITH 2 MINIMUM MINERAL FIBER INSULATION. (TV, iNHmti.to lltTE~8~fs °tii1M~1~JL~'. BE 13'-10 1/2" 87'-9" -..5'-4'...-- - --- - 5'-0" 5'-3 1/2" 2'-3 1/2'' BEDROOM # 3 "O\a·-1· I I / \ I I ¢1 BEDROOM # 3 H~a•-1• 13'-10 1/2" -----isirnPEITTYlJNr---- 87'-9" PROPOSED 2ND FLOOR PLAN 4'-5 1/2" 4'-5 1/2" 9'-7" 4'-5 1/2'' 4'-5 1/2" /---¢- , ~ MASTER BEDROOM ,,1 H~8'-1" I I \ '"'-. MASTER BEDROOM , H~8'-1" '---{)- _SCALE: 1/4" 1'-0" 8'-3 1/2". I ____ _c__L___j __ I I I I AFCI 28 A-8 ~ AFCI ----r- 8''--3 1/2'' 2-6 1/2" SETBACK N I I ____ i i _o/ N I 1~ s ::; ~ lffi 0 a. I I~ b, la. I") _ _J ... .::: ::= ~} L_ L~ . . . . ---. r~ □~ (JI r~ .... i D r.J ~ ~:) i ~:1 m~ ·> Zir 0 □ liJ ll'. □ CJ D <:1'. ~ m .J c::, <:1'. z <( a:: m w IO z r., [JI c7i w c::, <D " 1ii, N <( w tO ::'.i N > a, Vi <( <( ci z (.) " 0 ~ <( f-<e" Cc: en N z ~ w a, i:-: F :a= U1 z 1,: 2 ~ <( ~ I 0 0 U1 ::, N 0 U1 0 (.) z N 0 (.) I-u uJ ") Ci 0 0 > ri'. ...J r ri.. a'.l u ~ ~ oc' I 0 0 f-r{l tD LL X ....l I-':I ~ D.. ~ rt ::, 0 c::, a'.l 0 :;:: {L. w > z I(\ $ c::, El{ n "\l" Ju i'-'' 0 Cl\ z z D.. w 0 0 :::; a:: (.) D.. 0 > No. DA1E BY REvlSIONS 1 02-26-09 IT BUILDING, PLANNING P. WORKS, GRADING BUILDING, PLANNING 2 03-09-09 IT P. WORKS, GRADING 3 04-05-09 IT BUILDING, PLANNING SHEET TITLE: 2ND FLOOR PLAN SHEET NO. A-3 DRAWN BY: IT. SCALE : 1/4"='1-0" ZONING ADMINISTRATOR 03/12/2020 - APPROVED PROJECT PLANS (10 PAGES) o. WINDOW SIZE AND SCHEDULE DOOR SIZE AND SCHEDULE © © © ® 1'-6" X 6'-8" VINYL WINDOW (FIX) (U VALUE 0.38) 3'-0" X 3'-0" VINYL WINDOW (SL) (U VALUE 0.38) © © © ® 4'-o" X 4'-0" VINYL WINDOW (SL) (U VALUE 0.38) 4'-o" X 5'-o" VINYL WINDOW (SL) (U VALUE 0.38) 0 0 0 0 0 2'-0" x 6'-8" Interior Door 6-Panel (Pre Hung) R.0. 2.2 X 6.10 ® @ 6'-0" x 6'-8" French Exterior Door (Metal Door W/aluminum Sill) R.O. 6.2 x 6.10 3'-0" X 4'-0" VINYL WINDOW (SH) (U VALUE 0.38) 4'-0" X 1'-6" VINYL WINDOW (SL) (U VALUE 0.38) . --~~m-E~f-k E~:~~i1rri~lMEbw~4~00Ms --FENElRATIONS WITH "U" VALUE LOWER THAN DEFAULT VALUE MUST HAVE PERMANENT LABEL OTHER FENESTRATIONS MAY HAVE A FACTORY REMOVABLE LABEL 5'-0" X 4'-0" VINYL WINDOW (SL) (U VALUE 0.38) 5'-0" X 5'-0" VINYL WINDOW (SL) (U VALUE 0.38) 0 0 2'-4" x 6'-8" Interior Door 6-Panel (Pre Hung) R.O. 2.6 x 6.10 2'-6" x 6' -8" Interior Door 6-Panel (Pre Hung) R.0. 2.8 x 6.10 2'-8" x 6'-8" Interior Door 6-Panel (Pre Hung) R.0. 2.10 x 6.10 2'-8" x 6'-8" Interior Door 6-Panel (Pre Hung) (S.C.) 20 Min. Fire Rated W/ Self Closing Hinge/ Tight-Fitting and Self-Latching. 2'-6" x 4'-5" Exterior Door (Steel Flat W/aluminum Sill) R.0. 2.8 x 4.7 2'-8" x 6'-8" Exterior Man Door (Steel Flot W/aluminum Sill) R.O. 2.10 x 6.10 Ci) 3'-0" x 6'-8" Exterior Entry Door (Owner Provide and Install) R.O. 3.2 x 6.10 0 . 3'-0" x 6'-8" Exterior French Door (Owner Provide and Install) R.0. 3.2 x 6.10 @ @ 0 © 0 0 6'-0" x 6'-8" Exterior Sliding Glass Door (Vinyi)(Tempered) R.O. 6.0 x 6.8-1/2 5'-0" x 6'-8" Bi-Fold Interior Door 6-Panel (Pre Hung) R.0. 5.1 x 6.10 5'-0" x 6'-8" Double Interior Door 6-Panel (Pre Hung) R.O. 5.2 x 6.10 5'-0" x 6'-8" Bi-Fold Interior Door (6-Panel) 5'-o" x 6'-8" Bi-Pass (Gold Frame) Mirror R.O. 5.1 x 6.9 6'-0" x 6'-8" Bi-Pass (Gold Frame) Mirror R.O. 6.1 x 6.9 8'-0" x 6'-8" Bi-Pass (Gold Frame) Mirror R.O. 8.1 x 6.9 . --------------------------------------------1 - --- ------ --- --- -------------n---------------------__ J _ --------------n---------· -·---------------·---- --: -~i--;:~y\/~APPED t 28 ~~:~·1 t I ~;.-•1·1 28 t I II WNSPO\JlS A-8 DOWN fu"//6~GH !, . 001\N l}jRO\JGH " A-B I " ,. . ~m THROUGH WAllS I WAUS ~t~ i PER FOOT 3'-o" DECK iii.siiiiiECK 5000 WAl.KJNG DECK ESR-2697 DRAINAGE SUFEFCE 1 PER FOOT 10'-o" 77'-3 1/2"± PROPOSED 3RD FLOOR DECK VAUL'TED I ','----1 SCALE: 1/4" 1'-0" DRAINAGE SI.OPE FOR T PER FOOT ; I -----+-+ ! I I I I I I I I I ------,-r -,.,..--,....,.A2!-=a--, . : I I I 7 I I I I I I I . 1 I 1. HARD-WIRED SMOKE DETECTOR W/BATTERY BACKUP WILl:.3E:iNSffr.LlE1J-:-: :': IN ALL NEW: BEDROOMS, HALL, STAIRS AND FAMILY ROOl,1.= -J;ETEC10R :_: .. :: SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS. (CBC 907.2.10.1.2) 2. INSTALATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS 3. FOUNDATION SILLS SHALL BE PRESSURE TREATED. 4. ROOM CONTAINING BATHRUBS, SHOWERS, SPAS AND SIMILAR FIXTURES SHALL BE PROVIDED WITH AN EXHAUST FAN WITH MINIMUM CAPACITY OF 50 CFM. DUCTLESS FANS ARE UNACCEPTABLE. CBC 1203.4.2.1, CMG T-4-4 . 5. EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A ROOM TEMPERATURE .OF 70' F AT 3'-0" ABOVE THE FLOOR IN ALL HABITABLE ROOMS. 6. THE FOLLOING TO BE PROVIDED AT THE . JOB SITE FOR THE ELECTRICAL INSPECTOR : SINGLE LINE DIAGRAM, PANEL SCHEDULES AND LOAD CALCULATIONS FOR ELECTRICAL SYSTEMS. · 7. ANCHOR BOLTS SHALL BE 5/8"~ W/3X3X.229" PLATE WASHERS 8. SAFETY GLAZING SHALL BE USED WITHIN A 24" ARC OF A DOOR EDGE AND WHEN GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE AND WHEN WITHIN 40" OF A LOCKING DEVISE 9. ARC-FAULT CIRCUIT INTERRUPTOR IN ALL BEDROOMS. 10. LOW-FLOW TOILETS (1.6 GAL/FLUSH), SHOWERHEADS (2.5 GPM) AND FAUCETS (2.2 GPM). CPC 402 . 11. A 20 AMP CIRCUIT TO SERVE EACH BATHROOM RECEPTACLE OUTLETS. (210-52-d NEC) 12. CONTROL VALVE FOR TUB-SHOWER SHALL BE A PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE. . 13. ANY USABLE SPACE UNDER STAIRS MUST BE MIN. 1 HR FIRE RESISTANT. 14.. WALL COVERING OF SHOWERS OR TUBS WITHIN SHOWERS SHALL BE OF TILE, OR APPROVED EQUAL TO A HEIGHT OF NOT· LESS . THAN 70" ABOVE DRAIN INLET (CEMENT PLASTER). CBC 1210.3 15. SURFACE MOUNTED LIGHTING FIXTURES lN CLOSETS MUST BE 12" FROM STORAGE AREA(S). FLUSH MOUNTED MUST BE 6" AWAY. (NEC 410.8) 16. PROVIDE A MECHANICAL VENTILATION CONNECTED DIRECTLY TO . THE OUTSIDE CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR IN BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS & SIMILAR ROOM, IF REQUIRED OPENABLE WINDOW ARE NOT PROVIDED. DUCTLESS FANS ARE NOT ACCEPTABLE IN ROOMS CONTAINING TUBS OR SHOWERS. 17. GLASS SHOWER DOOR AND ANY GLAZING LESS THAN 60" ABOVE A SHOWER OR TUB FLOOR SHALL BE SAFETY GLAZING. 18. HIGH EFFICACY LUMINAIRES MUST BE PIN BASED. 19. NON-HIGH EFFICACY LUMINAIRES MUST BE SWITCHED ON A SEPARATE CIRCUIT FROM HIGH EFFICACY LUMINARIES. 20. SHOWER DOORS SHALL SWING OUT. NET AREA OF SHOWER ENCLOSURE SHALL BE NOT LESS THAN 1,024 SQ.INCH AND COMPASS 30" DIAM. CIRCLE 21. EXTERIOR COMBUSTION AIR DUCTS SHALL BE.LISTED COMPONENTS OF THE FIREPLACE, & INSTALLED ACCORDING TO THE FIREPLACE MANUF. INSTRUCTIONS. 22. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY-BUILD CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FACTORY-BUILD CHIMNEY SYSTEM & ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALL INSTRUCTIONS 23. EDISON COMP. APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALL . 24. 5• COPPER GUTTERS AND DOWNSPOUTS-GUTTERS &: DOWNSPOUTS P /PLANS. INSULATION NOTES: 1. APPROVED ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION WALL. 2. ALL PENETRATIONS INTO SOUND-RATED PARTITIONS OF FLOOR-CEILING ASSEMBLIES SHALL BE SEALED W/ APPROVED PERMANENT RESILIENT SEALANT.· 3. ALL RIGID CONDUIT, DUCTS, PLUMBING PIPES & APPLIANCE VENTS LOCATED IN SOUND ASSEMBLIES SHALL BE !SOLA TED FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES, MOUNTS OR MINIMUM 1/4" THICK APPROVED RESILIENT MATERIAL. EXCEPTION: GAS PIPING NEED NOT BE ISOLATED. 4. METAL VENTILATING AND CONDITIONED AIR DUCTS LOCATED IN SOUND ASSEMBLIES SHALL BE LINED. EXCEPTION: DUCTS SERVING ONLY EXIT WAYS, KITCHEN COOKING FACILITIES & BATHROOM NEED NOT BE LINED. 5. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES TO A POINT 12" BEYOND THE PIPE OR DUCT, WHENEVER A PLUMBING PIPE OR DUCT PENETRATES A FLOOR-CEILING ASSEMBLY OR WHERE SUCH UNIT PASSES THROUGH THE PLANE OF THE FLOOR-CEILING ASSEMBLY WITHIN A WALL. 1: ill ,;j' Ill N Ill w: <( [] i □ ~ [J w ~~ m z □ I-I!] Ct'. z ~: ~ z J I w > z ~ 0 D w 0: □ [] CJ <( ~ m. ..J Cl <( z <( 0::: Ill w ill z (!) Ill V5 w Cl (J:) ,...._ lit, N ~ tJ <D N ...:J > 0) ul <( <( 0:: z (.) ,...._ 0 N < I-<( <O 0::: U) N z w w 0) ,.:.: F :::J ::. U) z ii: :::, i <( I LL I-0 U) -' (.) ::::, N 0 (/) 0 u z N 0 (.) f-u uJ 7 Cl 0 0 > rt'. .J r: 0... rll u <( j ci:: I 0 e -~ rll a'.l ~ .J f-- CL ti <( ~ ::::, 0 0 Cl rll :;:: Cl.. w > 3 z I(\ Cl w D 'I!-uJ ~ (/) 0-.. z 0 z CL w 0 0 ::i 0::: Ll CL 0 > No. DATE BY REVISIONS BUILDING, PLANNING 1 02-26-09 IT . P. WORKS, GRADING 2 03-09-09 IT ~~I=~!;. ~~1~8 3 04-05-09 IT BUIID!NG, PLANNING SHEET TITLE: 3RD FLOOR DECK SHEET NO. A-4 DRAWN BY: IT. SCALE : 1/4"='1-0" ZONING ADMINISTRATOR 03/12/2020 - APPROVED PROJECT PLANS (10 PAGES) NOTES: 1. TOTAL AREA OF OPENINGS @ EXTERIOR WALL OF WALLS LOCATED ~ 3 FT. & < 5 FT. TO P.L LIMITED TO 25 %. LEFT WALL @ 1ST FLOOR: TOTAL EXTERIOR WALL SQ.FT. TOTAL OPEN EXTERIOR WALL S .FT. 607 SQ. FT. 124 SQ. FT. 20.4 % 832 SQ. FT. 146 SQ. FT. 17.5 % 2. FOR EXlERIOR LA TH & PLASlER PROVIDE 2 LAYERS OF GRADE D PAPER OVER ALL WOOD BASE SHEATHING. (CBC 2510.6) 3. ALL ROOF MATERIAL TO BE INSTALL PER MANUFACnJRE'S SPECIFICATIONS. . NEW CLASS "A" ROOFING MA TERI AL GAF "TIMBERLINE" 30 YEAR COMPOSllJON SHINGLE . · SHINGLES ICC. fESIH 475 l'IP, NEW CLASS "A" ROOFING UAlERIAL GAF "TIMBERLINE" 30 YEAR COMPOSITION SHIN SHINGLES ICC. fESIH475 l'IP. 10'-0" RIGHT ELEVATION FRONT ELEVATION DJ DJ ELEVATIONS NEW CLASS "A" ROOFING MATERIAL GAF "TIMBERLINE" 0 YEAR COMPOSITION SHINGLES. SHINGLES ICC. fESR-1475 TIP. ED ~NEW •··· · STUC\ SCALE: 1 /4" 1'-0" _________________________ MAXHEIGHT_j_6.4l._ [I] ~NEW STUCCO r:--71 "6· o· / 1' ;-, / -r I 0~ SP(CE I / " ____ PARAPfil_ __Jj),'1L .. .. .. .. .. .. .. ------"' ; : :-.. : : ...... . - C, :z: <C a:: w z c., V5 w C, lO r--li. N ~ w lO > ~ Vi <C <C Ct'. z (.) r---~ N -s( ,£ lO a:: (/) N :z: w w 0, ~ F ::l ::. (/) z n:: 2 -s( ~ I I- (.) 0 (/) :::, N 0 (/) 0 (.) z N 0 (.) I-u uJ l 0 j 0 > rt'. ....J t rLl 0.. u <{ j £i:: I 0 2 f-rLl {) X '....J f:.. ~ Ct: a. <{ ti :::, 0 Cl rLl 0 3: 0... w 5 ~ z 1/\ Cl w 0 ~ ~ (/) 0\ z 0 z a. w 0 0 ::J a:: (.) a. 0 5 No. DA1E BY REVISIONS 1 02-26-09 IT BUILDING, PLANNING P. WORKS, GRADING 2 03-09-09 IT BUILDING, PLANNING P. WORKS; GRADING J 04--05-09 IT BUILDING, PLANNING SHEET TITLE: ELEVATIONS SHffi NO. A-5 DRAWN BY: IT. SCALE : 1/4"='1-D" ZONING ADMINISTRATOR 03/12/2020 - APPROVED PROJECT PLANS (10 PAGES) 12 sr-- _,M;___MAXHEIGITT _________ :...._ __ _ s NEW CLASS "A" ROOFlNG UA lERIAL GA, "ilUBERLINE" 30 YEAR COMPOSITIOtl SfllNGLES. SHINGLES ICC. f£SIH475 TYP. 12 --is ...ll).9.L_ ..J:..ARAPET ____ ,----__.,..-'------=.---~--~~--~~--~~---~--~~--------,r-, --12-62...-..l!!PIB.. - ~3-PLATEllEJGHT DJ NEW CLASS "A" ROOflNG MATERIAL GAF "TIMBERLINE" 0 YEAR COMP SITION SHINGLES. SHINGLES ICC. #ESR-1475 TYP. · 1-------,\__~ \__NEWc--------..,-----1 srucco ...,...,_----------. BACK ELEVATION NEW CLASS "A" ROOFING MAlE:RIAL GAF "TIMBERLINE" 30 YEAR COUPOSITION SHIN . SHINGLES ICC. f£SIH475 TYP. _lP,4l..._MAXHEl...filclT ________________________ _ --12.62...._ ....IBJ)F.F. - ...l§.!i3_ PLATEHE!GIIT .:±Zft:: -Vci= = = LEFT ELEVATION NEW CLASS "A" ROOFlNG A lERIAL GAF "ilUBERLINE" YEAR COMPOSITIOtl S INGI.ES. SfllNGLES 'ICC, fESR-1475 TYP. ELEVATIONS E ESSABLE [[] SCALE: 1 /4" 1'-0" I H'-2" .. I . M" t I. _____ ::::::::::::::::::·{::::::. ::::::::::_c::::::::::_. ---+--------. ___ J8~".M@Jilill1!IT __ ----- 1 12 I J sr--J -'k---""'"'"'-''llllWfil ___ ~1~~~--~---I 132 I I SEATING AREA FAMILY ROOM SEATING AREA FAMILY ROOM F.F.LEVEL_ _Z=)l"CEILING ------------------------- DJ SECTION A-A [D 2. FOR EXTERIOR LA TH & PLASTER PROVIDE 2 LAYERS OF GRADE D PAPER OVER ALL WODD BASE SHEATHING, (CBC 2510.6) 3. ALL ROOF MATERIAL TO BE INSTALL PER MANUF AC1URE'S SPECIFICATIONS. rn~-1 10'-o" NOTES: 1. TOTAL AREA OF OPENINGS @ EXTERIOR WALL OF WALLS LOCATED ~ 3 FT. & < 5 FT. TO P.L. LIMITED TO 25 %. LEFT WALL @ 1 ST FLOOR: TOTAL EXTERIOR WALL SQ.FT. TOTAL OPEN EXTERIOR WALL SO.FT. TOTAL % OF OPEN AREA LEFT. WALL @ 2ND FLOOR: TOTAL EXTERIOR WALL SQ.FT. TOTAL OPEN EXTERIOR WALL SO.Fl. . TOTAL % OF OPEN AREA 607 S . FT. 124 S . FT. 20.4 % 832 SO. FT. 146 S . FT. 17.5 % 1: ID st I() N 0\ ,~ ( Cl i Cl ( CJ w J~ DJ z □ I-I:] ct: z ~: ~ z :i I w > z i 0 D w D! □ Cl □ ( ~ DJ ..J Cl ( z <( a:: m w Ill z (!) 0\ vi w Cl "' r---!i, N :; <D ~ N ...J 0, Di <( <( a:: z (.) r---0 N <( ;-<i <D a:: Vl N z w w 0, I'-' F ...J :::2' (/) ...J z fr ::J <( <( L,.. I-I ;- ...J (.) 0 Vl ::J N 0 C/J 0 (.) z N 0 (.) f- lj iLJ J D 0 0 > Cl _J t {l 6-u 1 ~ a: I 0 0 f-r!l rO· L,.. >< _J t" '.:J ~ a.. 1 f:l ::J 0 Cl r!l 0 :i= 0.. u.J ~ z I(\ > Cl w D ~ iLl I'-' C/J 0\ z 0 z a.. u.J 0 0 :::; 0:: (.) a.. 0 ~ No. DATE BY RE"1SIONS BUILDING, PLANNING P. WORKS, GRADING 1 02---26-09 IT 2 · 03-09---09 IT BUILDING, PLANNING P. VrORKS, GRADING 3 04---05-09 IT BUILDING, PLANNING SHEET TillE: ELEVATIONS & SECTION A-A SHEET NO, A-6 DRAM/ BY: IT. SCALE : 1/4"~'1-o• ZONING ADMINISTRATOR 03/12/2020 - APPROVED PROJECT PLANS (10 PAGES) 12 ~ sr--~ "" ATTIC AREA COYER PATIO SEAllNG AREA DINNING ROOM FAMILY ROOM SECTION 8-8 COVER PAllO SEA TING AREA FAMILY ROOM SECTION C-C SECTIONS SCALE: 1 /4" 1'-0" Sir RYW BEDROOOM II 02 BEDROOM II 01 DINNING ROOM ... .. __ c.Jr,ji'____J>-l',__ __ --....18!'_____f.Q__ - _ ...!1:,,73M'.'._ 2NDF,f,__ _ _ ..Jl:ol" :.._ ™TEHE!Q!IT --.Jt:!J"____l'.l!.._ ---_ __ir,j)"____l'.G--- -- ------ .,_w .,_ ,-:.: z <( ~ ;::, (/J z 0 (.) ,-:.: z Lu ::::; (.) ., ----. <( ::'.i Vi oc <( z F (/) a': :r: (.) ti:: f;: X w ....J 0.. ;::, a ~ z a bl 0 0.. 0 ~ No. DATE co 1i, ~ <( z 0 I-a:: w :::l ;::, LL. 0 N 0 N f-u uJ 1 0 er:: 0- I r- [L 0 > 0 0 0 > BY r--~ ~ <( (.) <i (/) w ::;; ~ (/) 0 (.) 1: Ill st Ill CiJ OI w~ ( □ i □ ( [J w ~~ m z D I-[!J (l z ~: ~ z J I w > z [! 0 D w a:: D [J □ <( ~ m .J 0 <( z <( a:: m w lO z (.!) OI c7i w 0 I'-N co N a, D 0 > .J t a'.) u -~ ~ 0 il {) .J f-~ ti il 0 II.. I(\ ~- ~ nJ 0\ z REVISIONS BUILDING, PLANNING 1 02-26-09 IT P. WORKS, GRADING 2 03-09-09 IT r:1Itflofl~P~j~g 3 04-05-09 IT BUILDING, PLANNING SHEET TITI.E: SECTIONS B-B & C-C SHEET NO. A-7 DRAWN BY: IT. SCALE : 1/4"='1-0" ZONING ADMINISTRATOR 03/12/2020 - APPROVED PROJECT PLANS (10 PAGES) •) ,-----------------------------.--------------------------.-------------·------·--·---.. ----------------------------·.-------------------'------'------- 0 SHOE W/VINYL PEMKO" 216 DV. -ALUMINUM 216 AV. ANOD. ALUM. JHRESHOLD AT DECK/BALCONY 1 9 I1-HOUR FIREI 5~• TYPE "X" &/'w~' SIM BOARD FRhMING 7 /8" STUCCO (PLAN NAILING & MATERIAL APPLICATION PER IBC 2006 TABLE 720.1(2) 14-1.3 FOR INTERIOR TABLE 720.1(2) 15-1.3 FOR EXTERIOR EXT. & INTERIOR 1-HOUR FIRE WALL 137 OPOSITE SIDE: 2~~d&~';-¾8~ns~Et~T\iY sWo~ InffT~~-%,Lif~~DD~MrrsitR~1~li i~? VERTICAL JOINTS STAGGERED 48" ON OPPOSITE SIDES. SOUND TESTED 'MTH STUDS 16" O.C. AND OPEN FACE OF MINERAL FIBER. INSULATION BLANKETS TOWARD RESILIENT CHANNEL-SIDE OF STUD SPACE. (LOAD BEARING) PROPRIETARY GYPSUM BOARD AMERICAN GYPSUM COMPANY 5/8" FIREBLOC TYPE •c• BPB AMERICA INC. 5/8" PROROCK TYPE "C" GYPSUM PANELS G-P GYPSUM 5/B" TOUGHROCK FIREGIJARD •c• LAFARGE NORTH AMERICA INC. 5/8" FIRECHECK TYPE "C" NATIONAL GYPSUM COMPANY 5/8" GOLD BOND BRAND FIRE-SHIELD "C" GYPSUM WALLBOARD PABCO GYPSUM TEMPLE-INLAND FOREST PRODUCTS CORPORATION 5/8" FLAME CURB SUPER •c• 5/8" TG-"C" ROOF SHEATIN PER PLAN 7/8" STUCCO TYP. ______ 2x SllJD WALL @ 16" o.c. 1/2" DRYWALL TYP. HR FIRE RA TED @ EA VE 4 11-HOUR FIREI ,_,,. c;,· """"~ oo•~. ' FRAMING 7 /8" STUCCO /PLAN NAILING & MATERIAL APPLICA llON PER IBC 2006 TABLE 720.1{2) 14-1.3 FOR INTERIOR TABLE 720.1{2) 15-1.3 FOR EXTERIOR EXTERIOR 1 -HOUR FIRE WALL 1 38 I 1-HOUR FIRE I ~ l ". o.c. J THICKNESS: APPROX. WEIGHT: FIRE TEST: SOUND TEST: ~ ~{r BASE ON UL R3660-7, 11-12-87; UL R2717-61, 8-18-87; UL T7094 10-24-90; UL DESIGN U 311 ESTIMATED !so TO 54 sTc soUND\ 1 HOUR FIRE WALL/ 50 TO 54 STC SOUND 1 3 a I ix:, a, I LO (N) STUDS NAILING & MATERIAL APPLICATION PER IBC 2006 TABLE 720.13.,-1.2 FOR INTERIOR & EXTERIOR (N) 7 /8" STUCCO 1 HR FIRE RA TED @ GARAGE CANT ALI VER 6 ··--------------'f-----------------~-----------'--- MYLES STANDARD SINGLE SHELF AND ROD CLOSET 11 1/4" STANDARD SHELF & ROD AT CLOSET 25 S-~ 11.-Sd.lng 5'(127mn)Mn. (Nailed tu 1he deck, nolla ¥1!111cal aide wall)_ l T M!!lalFJss,lng ..,._.Shingle ...,_;..Roo!Deck SLOPE ROOF TO VERTICAL WALL FLASHING VERFLOW SCUPPER ECK FLOOR 28 SCUPPER & OVERFLOW 1 40 ......... --...... ---- .. --. 1: . 1---f '° Ir-! u :i ~~: Q:'.'.l.'.l ~ ~ z I-:) :r w (I?~ A Zw ~ □ t) □~ .J <I: Cl ~j z _<C £l:'. w z (.!) Vi w Cl "' r---~ N <C ~ co > N _J a, Vi <C <( 0:: z u r---0 N <C I-<( tO £l:'. (/) N z w w a, i:-: F ::l ::;; (/) z 0,: :::, <( ; I '"' I-u 0 (/) :::, N 0 (f) 0 u z N 0 0 f-u uJ J Cl .{ 0 > u ct'. .:..I I o'J [l... u { ~ oc I 0 f2 r-'° ill ~ .:..I I- Cl.. rt:: { rx:'. :::, 0 Cl a'.) 0 ~ ~ Ii.. z \(\ 3 Cl w D 'Q" Ill i:-: (f) 0\ z 0 z Q_ w 0 0 :::; 0:: u Q_ 0 ~- No. DATE BY REVISIONS 1 02-26-09 IT ~Ul~~!/~Sl~~ 2 03-09-09 IT· ~~IW/j~~.p~~l~§ 3 04-05-09 IT BUILDING, PLANNING SHEET TlllE: ARCHITECTURAL DETAILS SHEET NO. A-8 DRAWN.BY: IT. SCALE : N.T.S. ZONING ADMINISTRATOR 03/12/2020 - APPROVED PROJECT PLANS (10 PAGES) SITE PLAN . NOTES: -1 ALL ROOF DRAINAGE. SHAU. · BE CONDUC1ED TO FINISH GRADE VIA APPROVED ROOF. . · GUTTERS AND DOWNSPOUTS TO CONCRETE OR NATURAL GRADE. : . . 2. ALL .SURFACE DRAiNAGE SHALL SLOP!::· AWAY FROM BUILDING A MINIMUM 1% FOR . . 5'-0" DISTANCE (MIN.) . . 3 SURFACE DRAINAGE 'SHALL BE CONDUCTED TO. APPROVED DISPOSAL AREA(STRffi) , . ·wrrH MINIMUM DISTANCE SLOPE FOR LANDSCAPE AND A.C. PAVEMENT OFF 2 & CONCRETE PAVtMENT Of. 1 % MINIMUM GIVEN ELEVATION· MAY. BE ADJUSTED TO PROVIDE ADEQUATE DRAINAGE. . 4 . .NO· r-RENCHES. OR EXCAVATION 5' .,:(i•. OR · MORE IN DEPTH INT-0. 'l'/HiCH A PERSON IS · REQUIRED TO DESCEND ARE PERMITTED· WfTHOUT .OBTAINING NECESSARY PERMIT FROM · nJE ·sTATE OF CALIFORNIA,. DMSION OF. INDUSTRIAL SAFETY (OSHA) PRIOR TO .ISSUANCE OF BUILDING OR GRADING PERMITS. · · · . . . . . · 5. AU. SUBSURFACE PIPES OR CONDUITS SHALL S.LOPE 1% TO DAY -LIGHT (MIN.) 6. SECURE .PERMISSION FROM CllY ENGINEER F.OR CONSTRUCTION, GRADING AND/OR . . DlSCHARGE OF DRAINAGE WITHIN STREl;T RIGHT ::-OF.-WAY. . · · • . 7. BUILDER SHALL STAKE AND FLAG PROPERTY LINES IN ACCORDANCE. WITH A LICENSE SURVEY MAP.. . · · . . · .· . . B: Ai.t.··GRADING rn CONFORM l'o NBMC 1s,10 . · ·. ·. . · 9. DRIVEWAYS AND suRFACE PAVING TO CONFORM To· PUBLIC WORKS STANDARD STD 1s2-L 1 o APPROV~ SEISMIC SHUT _: ·oFF VALVE Will. BE. INSTALLED ON THE f:UEL GAS LINE. • ON THE DOWN· STREAM SIDE IF THE UTILITY •AND BE. RIGIDLY. CONNECTED. TO THE EXTERIOR ,OF THE BUILDING· OR STRUCTURE. CONTAINING THE FUEL GAS LINE. ·13_ DUST SHALL BE ·coNTROLLED'·BY WATERING AND/OR DUSTING PALLIATIVE 14, WORK HOURS ARE LIMITED FROM 7:0oAM T0 ·6:30PM MONDAY .THROUGH FRIDAY; . 8:00AM TO. 6:00PM SATURDAY; AND NO WORK ON SUNDAY: AND HqWDAYS PER SECTION 10-28-040 OF THE NBMC. . . · · · · · · . · 15. NOISE FROM EXCAVATION; DELIVERY AND REMOVAL. SHALL BE CONTROLLED PER SECTION 10-28-040 OF THE NBMC. · · . .16. THE: STAMPE~ .SET OF APPROVED PLANS SHALL BE AT JOB SITE AT fil TIMES. . EROSION CONTROL: . . · 1.•· TEMPORARY· EROSION CONTROL PLANS ARE REQUIRED FROM 1 o/i°s .TO os/15 2. EROSION. CONTROL DE.VIC.ES SHALL BE AVAILABLE ON-'-SITE BETWEEN . OCTOBER 15 .AND MAY 15 · . · ·. · 3. BETWEEN OCT. 15 AND MAY 15; EROSION CQNTROL McASURES SHALL'BE IN · PLACE' AT .THE END OF EACH WORKING. DAY WHENEVER THE FlVE-D,,W PROBABILITY OF RAIN. EXCEEOS 30 PERCENT.. OIJRING THE. REMAINDER OF THE .. YEAR,. THEY SHALL BE IN. PLACE AT THE END OF THE WORKING DAY, WHENEVER. TH.E DAILY RAINFALL PROBABILITY ,EXCEEDS 50. PERCENT . · I: ~ · ... g '1 .'8. c..i z· 8 I ~· .GARAGE .I l .I . ; l I >-w _J. _J <( 0 z 0 u GARAGE GENERAL NOTES· 1 . ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNIGIPAL CODE (NBMC) THE. PROJECT SOILS REPORT AND· SPECIAL· REQUIREMENTS OF THE PERMIT. , 2. SANITARY FACILmES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD . 3. PERMlffiE & CONTRACTOR ARE RESPONSIBLE . FOR LOCATING & PROTECTING UTILITIES . 4. APPROVED SHORING, DRAINAGE PROVISIONS & PROTECTIVE MEASURES MUST BE .USED TO PROiECT ADJOINING PROF/ERTIES DURING THE G.RADING OPERATION. . 5. HAUL ROUTES FOR IMPORT OR EXPORT OF. MATERIALS SHALL BE APPROVED BY THE CITY TRAmc . ENGINEER & PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF . THE NBMC · ·6. FAILURE TO REQUESr INSPECTIONS AND/OR HAVE REMOVABLE EROSION .CONTROL DEVICES ON-SITE AT THE APPROPRIATE· TIMES SHALL RESULT IN A "STOP WORK" ORDER. 7. NO PAINT, PLAsTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE AU.OWED TO ENTER STREETS, CURBS, GUTTERS OR STORl,1: DRAINS. All. MATERIAL & WASTE SHALL BE . REMOVED FROM THE SITE. · REQUIRED INSPECTIONS; 1. A PRE-GRADING MEETING SHALL BE SCHEDULED 4B l:lOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: . OWNER, ·GRADING CONTRACTOR; DESIGN CML ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY BUILDING· INSPECTOR OR THEIR REPRESENTATIVES.· REQUIRED. FIELD INSPECTIONS WILL BE OUTLINED AT THE 'MEETING. 2. A PRE-PAVING MEETING SHALL BE SCHEDULED 4B HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTOR, DESIGN CML ENGINEER, SOILS ENGINEER, CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD .INSPECTIONS WILL BE OUTLINED AT THE MEETING. GRADING FILLS/GUTS: 1. CUBIC YARDS CUT 517 & CUBIC YARDS FILL IN 517· 2. ALL. EXISTING FILLS SHALL BE APPROVED BY THE· SOILS ENGINEER OR REMOVED BEFORE ANY ADDmONAL ALLS ARE ADDED. 3. THE STOCKPILING OF EXCESS MATERIAL SHALL BE: APPROVED ·BY THE BUILDING DEPARTMENT.. . 4. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEE;R, THE ENGINEERING .GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE ,._PPROVED GRADING PLANS, THE DISCRE-PANCIES SHALL BE REPORTED IMMEDIATELY. IN WRmNG TO THE PERSON IN CHARGE OF THE GRADING. WORK AND TO THE BUILDING INSPECTOR. · RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE· BUILDING DEPARTMENT FOR APPROVAL GRADING NOTES: 1 •. EARTH FOR FOUNDATION SUPPORT SHALL· INCLUDE THE ENTIRE BUILDING PAD & SHALL EXTEND A MINIMUM OF THREE FEET OUTSIDE . EXTERIOR FOOTING IJNES. 2. REMOVAL SHALL EXTEND DOWNWARD INTO COMPETENT NATIVE EARTH MATERIALS & AT LEAST ONE FOOT BELOW PROPOSED FOOTING BOTTOMS, WHICHEVER IS . DEEPER. . AVERAGE REMOVAL DEPTH. IS ESTIMATED AT 2.5 TO 3.0 FEET BELOW . EXISTING GRADE. ANAL GRADE IS EXPECTED TO BE SLIGHTLY ABDVE ORIGINAL GRADE. 3. MINIMUM DISTANCE BETWEEN EXTERIOR FINISH GRADE AND BOTTOM OF TRfATED SILL PLATE IS AS FOLLOWS: 3" TO CONCRETE FINISH . & 6" TO SOIL, . . . 4. ALONG PROPERTY LINES REMOVAL SHALL BE MADE AT 1 :1 GRADIENT FROM NEAR PROPER1Y LINE DOWN TO THE EXCAVATION BOTTOM. AS· Fill. SOILS ARE PLACED THE GRADING CONTRAC'TOR SHALL BENCH INTO Tl'IE CONSTRUCTION CUT. .BENCHING ANO FILLING SHALL BE CONTINUED TO FINISH GRADE. THIS PROCESS SHALL BE MADE . UNDER THE. CONTINUOUS OBSERVATION OF A REPRESENTATIVE ·Of GEOTECHNICAL CONSULTANT. 5. THE EXPOSED EXCAVATION BOTTOM SHALL -BE OBSERVED AND APPROVED BY GEOTECHNlcAL CONSULTANT, PRIOR TO· PROCESSING: DEPENDENT ON. FIELD OBSERVATIONS, ~EMOVAL MAY· BE ADJUSTED UP OR DOWN. 6. SIJBSEQUENT TO APPROVAL OF THE EXCAVATION BOTTOM, THE AREA SHALL B.E SCARIFIED SIX -INCHES, MOISTURE OONDmONED AS NEEDED, AND COMPACTED TO A t,IINIMUM OF · 90% RELATIVE COMPACTION. 7. FILL SOILS SHALL. BE PLACED IN SIX TO EIGHT INCH LOOSE LIFTS, MOISTURE CONDmONED ~Ji.EEf~uri'tiziiM~f~~sW G~rrMliM OF 90% RELATIVE COMPACTION. Tt-!fS PRO.GESS B. GRADING FOR HARDSCAPE AREAS SHAU. CONSIST OF REMOVAL AND. RECOMPACTION OF· SOFT SURFICIAL SOILS. REMOVAL DEPTHS ARE ESTIMATED AT ONE TO TWO FEET. EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH PREVIOUSLY SPECIFIED METHODS. 9. GRADING WILL REQUIRED. REMOVALS ALONG PROPERTY LINES. iEMPORARY CUTS WILL BE MADE FROM PROPERTY LINE DOWN TO THE EXCAVATION BOTTOM AT 1: 1 · GRADIENT. AS FILLS ARE PLACE:D THE GRADING CONTRACTOR SHALL BENCH INTO THE CONSTRUCTION CUT. THIS ·PROCESS WILL PROVIDE ADEQUATE COMPACTION BENEATH THE PROPOSED STRUCTIJRE, AND ADEQUATE SUPPORT FOR ADJACENT OFFSITE STRUCTURES. . . 10. All. EXCAVATIONS SHALL BE MADE IN ACCORDANCE WITH THE REGULATIONS OF THE STATE OF CALIFORNIA, ONISION OF INDUSTRIAL SAFETY. THESE RECOMMENDED TEMPORARY EXCAVATION SLOPES DO NOT PRECLUDE LOCAL RAVELING AND SLOUGHING . ACCEPTABLE DRAIN LINE MATERIALS: · 1. ABS, SDR 35 2. ABS, SCHEDULE 40 3. PVC, SOR 35 4. PVC, SCHEDULE 40 5. ADS 3.000 WITH PE. GLUE JOll'{TS NEIGHBOR G-2 . Jsm1·10·w 102.5~ " . _ ~-__ ~---_ ,:, . c.oNCRETE °i¾ -1-~CONCRE~ ~➔ ~ ~➔ ~ ~➔ -~ ~➔ F.F:=11.02 F.F.=11.02 F.F.=11.02 F.F.=11.02 ,.,_'!.·. ~--1 ~ ~ I -~. I_,.._. -. -~✓-·-·.-· ._· -::mil·.""~"":""'~....._-· :::2X~~_....,-,...~:.,_--.zx~-➔----...&,an...+--,-2X:._~-""""r""2X'""!7'"". ~___;. __ :_,1m;"".3"'-1'-10_'_'W--"10""'2"":,!,!~"".)""'~""'4"""""2Xj1"'-----'""'"~"":i,:""➔""""'!i!=""""'""""'2X""~'-G-l~-2-~-➔="""fi:=~,,-~,. . . G-2 ~ \,:j G-2 ~---------~'-----Ii:?/ NEIGHBOR GARAGE GRADING & DRAINAGE PLAN SCALE: 3/16"=1'-0" NEWPORT BEA~H ·sEWER .. NOTES: · ....••• , • · • ExiSTING sEWER LATE~L · To .st CHANGED AND A· cJ:..~N:j§~-~ j) INSTAllE). IF T: HE EXISTING SEWER DOES· NOT COMPLY WITH. CITY . STAND.t.RD. AND· THE TOJ"AL. COST .OF THE CONSTRUCTION EXC.EEOS .. ~0% .OF THE. VAtUE OF' THE· .EXISTING STRUCTURE •• • .• :,-· -•• -~.: · ~5 ~r.ct~G~5°~:if1~~W~'om;~~filro'%:~~i :;) (: -•• . WITH CllY STANDARD IF AhlY'OF THE FOLLOWING :·cONDmONS OCCUR.. JHfS. WILL DETERMINED BY THE B0fL:DfNG '-INSPECTOR. A. ALTERATION ro ~~ BuiL□iN~ sEYJ~R .. is □~Nt:· · · :e. ADDmoNAL PlUMBfNG. FIXTURES REQUIRE .·INCREASE IN srz.E . OF BUILDING SEWER LINE. . . . · ·. . .. : · . · c: WHEt·! s OR MORE FIXTURE UNITS. ARf ADDED ro AN EXISTING UNDl:RSIZED · PLUMBING SYSTEM. · · ·. . . . · ·. · · D. WHEN iT 1s FOUJim' niAi' THE BUILDING SEWER rs iNstALLED -IN ·. · AN ILl.EGAL OR. UNSANITARY MANNER.·. , · .•: . . · , . · · E. IF AREA OF ADDmON rs GREAni .THAN 50% OF EXISTING;. . ' AREA.. . · .. ·. · . •. · . . . ' F. IF AREA OF STRUCTURAL· REMODEL +·ADDmoN 1i:{GREATER . . . THAN . 50% ·.oF: EXISTING AREA .. · . . .. . ·. PROJECT . NOTES: ... EXISTING DRNEWAY APPROAC~ ON ,THi ~cir EWiloA BoumARD .• FRONTAGE WILL NEED· m· BE-ABANDONED::AND .. REPLACED WITH NEW CURB, GUTTER ANO SIDEWALK· PER'. CllY .STANDARD .#165~L I ·1 ·I .1 1 I·.· J. . I: -~ --. .·~··• I· .. •··· .... · . . 1. J l. I" ~-.· 1-.. -' ::;) (ff ... Z· 0 (.) '·~·. U. -ILl . .:3. -~·.· 0 . ~ ·.· .'~ :c ··o.:., IL.I u ·r·-6• ~: i,.:.; · l.L 11-i a' ,:J·.i-· e '-~o ... ·• . : ... A'rl)· • ' ex:'. ·I-" · .. :.o··. -.~. r -~ 1/\ r -~--~· .. · D ~ ·u.J-a a.oo. . .· . , , °' .. Z-' o:: .':O· .a. • 0 . ~ ' No.. DATE !lY' . REVISIONS . . r · 02-25;:09 IT : f 1~i/~l~ 2' 03-09-09 IT r~~( ~~g 3 · <i+-05~09· rt iiu1LD1i-lo. PLANNlNG SHEET-1111£: . G~AO,iNG . ' . & .·· .. DRAINANE :PLAN DRAWN.BY:·. IT. SCALE·,. 3/ift .,,_;'.,.il"· ZONING ADMINISTRATOR 03/12/2020 - APPROVED PROJECT PLANS (10 PAGES) --------------------------------------------------------,-·----------···-··-----·----------------- 6" MIN. WIDE PEDESTRIAN SAFE FR ME & GRATE 3/8" SLOT OPENING. EAST JORDAN IRON WORKS OR EQUAL (800)874-4100 -I l-3" _ ELEVATION SECTION F-F A-DIG A 24" WIDE X 18" MINIMUM DEPlH TRENCH B-PLACE FILTER CLOlH IN lHE TRENCH. LAP 12• @ TOP C-FILL BOTTOM OF lHE "TRENCH \1-llH CRUSHED ROCK. ~= ~~MJENirs~u~l~kM~ciONJ-\;f~R8~~~b ROCK TO 4• FROM TOP OF TRENCH. w z ::J / , w z ::J GEOTECHNICAL ENGINEER T PROVIDE INSPECTION + MONITORING DURING EXCAVATION OPERATION CONlRACTOR TO PRO~CT EXISTING WALLS AND/OR FENCES CONTRACTOR TO USE LIGHT DEMOLITION & GRADING EQUIPMENT EXCAVATION @ PROPERlY LINE 4 1.t,Ejil ~E PLAN VIEW HA DSCAPE OTTOMLESS CATCH BASIN WllH 3/4" CRUSHED ROCK CATCH BASIN 5 ROCK w PERFORATED DRAIN /TRENCH DRAIN . 1-1/2" MIN. CO R CURB OUTLET ELEVATION 2 DRAINAGE SWALE 3 6 ~ z ; :::, (/J z 0 u ~ .....I 17i er: <( z F (/J oc I (.) ~ X ~ a.. :::, 0 :;:: w z 0 w ~ a.. 0 a::: a.. <D * L.J > < z 0 t-0:: ~ .....I :::, ti. 0 N 0 N f-u uJ 1 0 rt'. /l... r t- [i 0 ~ D 0 0 ~ No. DATE BY r--. N co N Ol <( u «· (/J w ::;: ~ (/J 0 u ci:: ~ (.) < ~ z 0 (.) 0 z < a:: LL! z " 17i LL! 0 r---N co N Ol C > .J i! <( 0 i! .J <( {J 1= m=! Ur. ~:Ji f~ I-'-z f-:J ~i A r~ □i ..J <t ~! REVISIONS 1 02-26-09 IT. ~Ul~~~,t~J:~g 2 03-09-09 IT ~~l~~!/~Ji~8 3 04-05-09 IT BUILDING. PLANNING SHEET TITLE: GRADING & DRAINAGE DETAILS SHEET NO. G-2 DRAIIN BY: IT. SCALE : N. T.S. ZONING ADMINISTRATOR 03/12/2020 - APPROVED PROJECT PLANS (10 PAGES)